Agenda packet — East Palo Alto City Council, July 29, 2025 (part 2 of 4)

Last Printed: 5/12/2025 264
Appendix C: Table 2
2014 Zoning Sanitary Sewer Flows
APN Address Land Use from EDS
Equivalent
Dwelling Units
Average Daily
Flow for
Residential , GPD
(1) (1) (2) (3) (4)
063-730-150 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-160 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-170 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-180 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-190 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-200 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-210 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-220 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-230 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-240 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-250 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-260 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-270 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-280 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-290 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-300 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-310 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-320 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-330 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-340 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-350 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-360 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-370 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-380 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-390 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-400 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-410 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-420 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-430 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-440 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-450 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-460 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-470 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-480 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-490 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-500 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 063-730-510 2477 PULGAS AVE, EAST PALO ALTO No hookup 0 0 113-530-010
to 113-530-999 2420 GLORIA WAY, EAST PALO ALTO Res-Multpl 7 1,680 113-710-010
to 113-710-999 2440 GLORIA WAY, EAST PALO ALTO Res-Multpl 7 1,680 113-720-010
to 113-720-999 2460 GLORIA WAY, EAST PALO ALTO Res-Multpl 5 1,200 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 9 of 10 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 265
Appendix C: Table 2
2014 Zoning Sanitary Sewer Flows
APN Address Land Use from EDS
Equivalent
Dwelling Units
Average Daily
Flow for
Residential , GPD
(1) (1) (2) (3) (4)
113-740-010
to 113-740-999 2470 GLORIA WAY, EAST PALO ALTO Res-Multpl 9 2,160 114-240-010
to 114-240-300 2330 UNIVERSITY AVE, EAST PALO ALTO Res-Multpl 30 7,200 114-450-010
to 114-460-300 1765 EAST BAYSHORE RD, EAST PALO ALTO Res-Multpl 36 8,640 Total 1,034 248,273
Notes:
(1) Properties with Zoning change per Figure 4-12: General Plan Land Use and Figure 4-16: Ravenswood / 4 Corners TOP Specific Plan Land Use City of East Palo Alto General Plan "Existing Conditions Report, February 2014" and Figure 4-2: General Plan Land Use Designations City of East Palo Alto General Plan "Vista 2035, Final Version: March 2017" (2) Land use from EDS (Engineering Data Services) Service Fee Calculation sheet. (3) Equivalent Dwelling Units. Unit= (Past Billing amount from EDS)/$575 (4) ADWF Equivalent Dwellings, calculated by multiplying 240 gallons per dwelling unit per day by the total number of units.

Based on Section B1.03.2.b of the East Palo Alto Sanitary District Standard Specifications for Design and Construction of Sanitary Collection and Conveyance Facilities date June 6, 2002. Units converted from GPD ( Gallons Per Day) to CFS. Based Based off 24 hours in a day, 60 minutes in a hour, and 60 seconds in a minute. (5) Additional parcles added to 2014 conditions per 2025 EPASD Master Plan Appendix D.

Abbreviations
ADWF: Average Dry Weather Flow MGD: Million Gallons Per Day APN: Assessors Parcel Number PDWF: Peak Dry Weather Flow CFS: Cubic Feet per Second
2025 Wastewater Colleciton - Flow Calculations.xlsx Page 10 of 10 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 266
Appendix C: Table 3
2035 Zoning Sanitary Sewer Flows
APN Address 2035 Zoning Maximum Density
and FAR Extents
Acres per
Parcel FAR
Maximum
du per acre
Average du
per Parcel or
Project
Average NonResidential
Development, SF
Average Daily Flow
Residential, GPD
Average Daily
Flow NonResidential, GPD
(1) (1) (2) (3) (4) (5) (6) (7)
063-103-310 1585 BAY RD, EAST PALO ALTO Mixed Use High
22-86 du/a; 2.5
FAR (kept FAR) 0.81 2.50 86 35 43,891 6,932 4,389
063-103-360 , EAST PALO ALTO Public/Institutional 22-86 du/a; 2.5 FAR (kept FAR) 1.29 2.50 86 55 69,968 11,051 6,997
063-103-370 , EAST PALO ALTO Public/Institutional 22-86 du/a; 2.5 FAR (kept FAR) 0.76 2.50 86 33 41,600 6,570 4,160
063-103-380 , EAST PALO ALTO Public/Institutional 22-86 du/a; 2.5 FAR (kept FAR) 0.15 2.50 86 7 8,276 1,307 828
063-103-390 , EAST PALO ALTO Public/Institutional 22-86 du/a; 2.5 FAR (kept FAR) 0.23 2.50 86 10 12,251 1,935 1,225
063-103-440 2400 GLORIA WAY, EAST PALO ALTO High Density Residential 22-43 du/a 2.00 0.00 43 43 0 8,618 0 063-111-230 BETWEEN 1585 AND 1675 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5
FAR (kept FAR) 0.23 2.50 86 10 12,513 1,976 1,251
063-111-250 1675 BAY RD, EAST PALO ALTO Mixed Use High
22-86 du/a; 2.5
FAR (kept FAR) 6.03 2.50 86 259 328,120 51,824 32,812
063-121-040 , EAST PALO ALTO General Industrial 3.0 FAR 1.88 3.00 0 0 122,905 0 12,290 063-121-050 TARA RD, EAST PALO ALTO Industrial Buffer 3.0 FAR 0.18 3.00 0 0 11,500 0 1,150 063-121-030 , EAST PALO ALTO Industrial Buffer 1.0 FAR 0.78 1.00 0 0 16,945 0 1,694 063-121-060 264 TARA RD, EAST PALO ALTO Industrial Buffer 3.0 FAR 1.20 3.00 0 0 78,081 0 7,808 063-121-070 2081 BAY RD, EAST PALO ALTO Office 3.0 FAR 5.21 3.00 0 0 340,421 0 34,042 063-121-110 2077 BAY RD, EAST PALO ALTO Office 3.0 FAR 1.29 3.00 0 0 84,289 0 8,429 063-121-120 2005 BAY RD, EAST PALO ALTO Office 3.0 FAR 2.57 3.00 0 0 167,924 0 16,792 063-121-150 , EAST PALO ALTO Industrial Buffer 3.0 FAR 0.30 3.00 0 0 19,733 0 1,973 063-121-160 180 TARA ROAD, EAST PALO ALTO Industrial Buffer 3.0 FAR 1.17 3.00 0 0 76,513 0 7,651 063-121-170 240 TARA ROAD, EAST PALO ALTO Industrial Buffer 3.0 FAR 1.30 3.00 0 0 84,615 0 8,462 063-121-190 2560 PULGAS AVE, EAST PALO ALTO General Industrial 1.0 FAR 0.91 1.00 0 0 19,907 0 1,991 063-121-200 2555 PULGAS AVE, EAST PALO ALTO General Industrial 3.0 FAR 0.91 3.00 0 0 59,721 0 5,972 063-121-210 2555 PULGAS AVE, EAST PALO ALTO General Industrial 3.0 FAR 0.92 3.00 0 0 59,786 0 5,979 063-121-240 , EAST PALO ALTO General Industrial 3.0 FAR 1.90 3.00 0 0 123,950 0 12,395 063-121-290 218 DEMETER ST, EAST PALO ALTO General Industrial 1.0 FAR 1.45 1.00 0 0 31,668 0 3,167 063-121-320 350 DEMETER ST, EAST PALO ALTO General Industrial 3.0 FAR 2.00 3.00 0 0 130,484 0 13,048 063-121-330 , EAST PALO ALTO General Industrial 3.0 FAR 1.99 3.00 0 0 130,027 0 13,003 063-121-350 , EAST PALO ALTO General Industrial 1.0 FAR 1.97 1.00 0 0 42,928 0 4,293 063-121-360 , EAST PALO ALTO Industrial Buffer 3.0 FAR 0.04 3.00 0 0 2,875 0 287 063-121-370 2535 PULGAS AVE, EAST PALO ALTO General Industrial 1.0 FAR 3.91 1.00 0 0 85,051 0 8,505 063-121-390 , EAST PALO ALTO Office 3.0 FAR 0.63 3.00 0 0 41,164 0 4,116 063-121-400 2091 BAY RD, EAST PALO ALTO Office 3.0 FAR 0.83 3.00 0 0 54,548 0 5,455 063-121-410 2091 BAY RD, EAST PALO ALTO Office 3.0 FAR 1.00 3.00 0 0 65,340 0 6,534 063-121-490 , EAST PALO ALTO Office 3.0 FAR 1.97 3.00 0 0 128,720 0 12,872 063-121-500 , EAST PALO ALTO Office 3.0 FAR 2.53 3.00 0 0 165,310 0 16,531 063-121-510 , EAST PALO ALTO Office 3.0 FAR 0.72 3.00 0 0 47,045 0 4,704 063-122-040 1990 BAY RD, EAST PALO ALTO Office 3.0 FAR 4.71 3.00 0 0 307,727 0 30,773 063-123-010 351 DEMETER ST, EAST PALO ALTO Industrial Buffer 1.0 FAR 1.25 1.00 0 0 27,225 0 2,723 063-123-030 225 DEMETER ST, EAST PALO ALTO Industrial Buffer 1.0 FAR 0.80 1.00 0 0 17,337 0 1,734 063-123-060 325 DEMETER ST, EAST PALO ALTO Industrial Buffer 1.0 FAR 1.02 1.00 0 0 22,216 0 2,222 063-123-070 245 DEMETER ST, EAST PALO ALTO Industrial Buffer 1.0 FAR 0.92 1.00 0 0 20,016 0 2,002 063-123-080 , EAST PALO ALTO Industrial Buffer 1.0 FAR 0.10 1.00 0 0 2,091 0 209 063-131-220 2519 PULGAS AVE, EAST PALO ALTO General Industrial 1.0 FAR 5.01 1.00 0 0 109,031 0 10,903 063-131-230 , EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.24 0.00 65 8 0 1,541 0 063-131-240 1885 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.23 0.00 65 7 0 1,495 0 063-131-250 1861 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.31 0.00 65 10 0 2,002 0 063-131-260 1879 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.57 0.00 65 19 0 3,718 0 063-131-270 1873 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.11 0.00 65 4 0 702 0 063-131-290 140 DEMETER ST, EAST PALO ALTO General Industrial 1.0 FAR 2.67 1.00 0 0 58,153 0 5,815 063-131-300 , EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.10 0.00 65 3 0 663 0 063-131-310 1891 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.15 0.00 65 5 0 975 0 063-131-320 1847 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.22 0.00 65 7 0 1,450 0 063-131-330 1851 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.12 0.00 65 4 0 787 0 063-131-340 2509 PULGAS AVE, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.22 0.00 65 7 0 1,411 0 063-132-020 151 TARA RD, EAST PALO ALTO General Industrial 1.0 FAR 0.17 1.00 0 0 3,659 0 366 063-132-060 150 TARA RD, EAST PALO ALTO Industrial Buffer 3.0 FAR 0.34 3.00 0 0 21,889 0 2,189 063-132-090 , EAST PALO ALTO Industrial Buffer 3.0 FAR 0.03 3.00 0 0 2,026 0 203 063-132-110 1923 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.99 0.00 65 32 0 6,455 0 063-132-120 1907 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.16 0.00 65 5 0 1,040 0 063-132-130 1911 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.14 0.00 65 4 0 878 0 063-132-140 1905 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.43 0.00 65 14 0 2,763 0 063-132-150 2520 PULGAS AVE, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.95 0.00 65 31 0 6,195 0 063-132-170 , EAST PALO ALTO General Industrial 22-65 du/a 0.17 0.00 65 5 0 1,092 0 063-132-190 2532 PULGAS AVE, EAST PALO ALTO General Industrial 1.0 FAR 0.94 1.00 0 0 20,560 0 2,056 063-132-210 2524 PULGAS AVE, EAST PALO ALTO General Industrial 1.0 FAR 0.91 1.00 0 0 19,754 0 1,975 063-132-220 1987 BAY RD, EAST PALO ALTO Industrial Buffer 3.0 FAR 1.23 3.00 0 0 80,434 0 8,043 063-133-070 195 DEMETER ST, EAST PALO ALTO Industrial Buffer 1.0 FAR 0.31 1.00 0 0 6,817 0 682 063-133-080 175 DEMETER ST, EAST PALO ALTO Industrial Buffer 1.0 FAR 0.32 1.00 0 0 6,926 0 693 063-133-090 75 DEMETER ST, EAST PALO ALTO Industrial Buffer 1.0 FAR 0.28 1.00 0 0 6,055 0 605 063-133-100 215 DEMETER ST, EAST PALO ALTO Industrial Buffer 1.0 FAR 0.84 1.00 0 0 18,361 0 1,836 063-133-110 , EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.89 0.00 65 29 0 5,753 0 063-133-130 1805 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 1.07 0.00 65 35 0 6,981 0 063-151-170 2159 POPLAR AVE, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.13 1.00 22 1 2,929 296 293 063-151-200 1001 E BAYSHORE RD, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.08 1.00 22 1 1,773 179 177 063-152-230 1199 E BAYSHORE RD, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.26 1.00 22 3 5,605 566 561 063-153-010 1205 E BAYSHORE RD, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.12 1.00 22 1 2,648 267 265 063-153-250 2119 ADDISON AVE, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.12 1.00 22 1 2,572 260 257 063-154-200 2110 ADDISON AVE, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.15 1.00 22 2 3,331 336 333 063-154-260 2119 OAKWOOD DR, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.27 1.00 22 3 5,878 594 588 063-155-010 2106 OAKWOOD DR, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.17 1.00 22 2 3,747 378 375 063-155-180 2123 DUMBARTON AVE, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.11 1.00 22 1 2,454 248 245 063-155-190 2109 DUMBARTON AVE, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.17 1.00 22 2 3,742 378 374 063-181-010 2110 DUMBARTON AVE, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.22 1.00 22 2 4,705 475 470 063-181-220 2111 LINCOLN ST, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.12 1.00 22 1 2,660 269 266 063-181-230 2097 LINCOLN ST, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.11 1.00 22 1 2,488 251 249 063-181-240 1385 E BAYSHORE RD, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.10 1.00 22 1 2,232 225 223 063-183-010 2088 LINCOLN ST, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.11 1.00 22 1 2,476 250 248 063-183-070 2045 GLEN WAY, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.18 1.00 22 2 3,894 393 389 063-183-080 1441 E BAYSHORE RD, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.24 1.00 22 3 5,172 522 517 063-183-090 , EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.09 1.00 22 1 1,898 192 190 063-183-110 1401 E BAYSHORE RD 2, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.21 1.00 22 2 4,512 456 451 063-184-010 1475 E BAYSHORE RD, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.23 1.00 22 3 5,053 510 505 063-184-020 2056 GLEN WAY, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.21 1.00 22 2 4,526 457 453 063-184-030 2070 GLEN WAY, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.18 1.00 22 2 3,872 391 387 063-184-040 2080 GLEN WAY, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.19 1.00 22 2 4,205 425 420 063-201-080 566 SACRAMENTO ST, EAST PALO ALTO Low Density Residential 0-12 du/a 0.19 0.00 12 1 0 227 0 063-201-090 576 SACRAMENTO ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.22 1.75 65 7 8,209 1,400 821 063-201-220 2337 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.13 1.75 65 4 4,964 847 496 063-201-240 2343 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 5 5,292 902 529 063-201-250 RUNNYMEDE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.35 1.75 65 11 13,216 2,254 1,322 063-201-260 RUNNYMEDE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.11 1.75 65 4 4,295 733 430 063-201-270 578 SACRAMENTO ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,553 947 555 063-201-290 2331 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.45 1.75 65 15 17,157 2,926 1,716 063-202-080 556 WEEKS ST, EAST PALO ALTO Low Density Residential 0-12 du/a 0.18 0.00 12 1 0 210 0 063-202-090 564 WEEKS ST, EAST PALO ALTO Low Density Residential 0-12 du/a 0.17 0.00 12 1 0 208 0 063-202-100 566 WEEKS ST, EAST PALO ALTO Low Density Residential 0-12 du/a 0.17 0.00 12 1 0 203 0 063-202-160 561 SACRAMENTO ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.52 1.75 65 17 19,723 3,363 1,972 063-202-280
2361-2369 UNIVERSITY AVE 101-308,
EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 1.01 1.75 65 33 38,579 6,579 3,858 063-203-160 2387 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.11 2.50 86 5 5,968 943 597
063-203-170 2381 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.15 2.50 86 6 7,950 1,256 795
063-203-180 2373 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.18 2.50 86 8 9,747 1,539 975
063-203-200 593 WEEKS ST, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5
FAR (kept FAR) 0.21 2.50 86 9 11,543 1,823 1,154
063-203-210 585 WEEKS ST, EAST PALO ALTO Mixed Use High 86 du/a; 2.5 FAR 0.15 2.50 86 6 7,995 1,263 800 063-203-220 579 WEEKS ST, EAST PALO ALTO Low Density Residential 0-12 du/a 0.15 0.00 12 1 0 177 0 063-203-230 563 WEEKS ST, EAST PALO ALTO Low Density Residential 0-12 du/a 0.44 0.00 12 3 0 530 0 063-203-240 549 WEEKS ST, EAST PALO ALTO Low Density Residential 0-12 du/a 0.15 0.00 12 1 0 178 0 063-203-250 541 WEEKS ST, EAST PALO ALTO Low Density Residential 0-12 du/a 0.14 0.00 12 1 0 174 0 063-203-260 533 WEEKS ST, EAST PALO ALTO Low Density Residential 0-12 du/a 0.14 0.00 12 1 0 170 0 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 1 of 5 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 267
Appendix C: Table 3
2035 Zoning Sanitary Sewer Flows
APN Address 2035 Zoning Maximum Density
and FAR Extents
Acres per
Parcel FAR
Maximum
du per acre
Average du
per Parcel or
Project
Average NonResidential
Development, SF
Average Daily Flow
Residential, GPD
Average Daily
Flow NonResidential, GPD
(1) (1) (2) (3) (4) (5) (6) (7)
063-203-270 , EAST PALO ALTO Low Density Residential 0-12 du/a 0.13 0.00 12 1 0 161 0 063-203-300 2395 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.18 2.50 86 8 9,638 1,522 964
063-203-310 2371 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.07 2.50 86 3 3,648 576 365
063-203-320 1586 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.18 2.50 86 8 9,638 1,522 964
063-203-330 1590 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.28 2.50 86 12 15,083 2,382 1,508
063-203-340 2387 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.20 2.50 86 9 10,836 1,711 1,084
063-203-350 1574 BAY RD, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.17 0.00 22 2 0 368 0 063-203-360 1546 BAY RD, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.15 0.00 22 2 0 337 0 063-203-370 1508 BAY RD, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.25 0.00 22 3 0 555 0 063-203-380 , NO DATA Medium Density Residential 12-22 du/a 0.12 0.00 22 1 0 260 0 063-203-390 1518 BAY RD, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.33 0.00 22 4 0 724 0 063-203-400 1560 BAY RD, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.15 0.00 22 2 0 322 0 063-203-410 1568 BAY RD, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.15 0.00 22 2 0 340 0 063-203-430 1530 BAY RD, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.16 0.00 22 2 0 343 0 063-203-440 1554 BAY RD, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.13 0.00 22 1 0 297 0 063-203-450 1538 BAY RD, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.14 0.00 22 2 0 307 0 063-210-310 2346 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.21 1.75 65 7 7,835 1,336 783 063-210-340 2369 COOLEY AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.12 0.00 43 3 0 512 0 063-210-350 2365 COOLEY AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.12 0.00 43 3 0 531 0 063-210-360 2300 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.20 1.75 65 7 7,627 1,301 763 063-210-380 2354 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.17 1.75 65 6 6,548 1,117 655 063-210-410 2371 COOLEY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.11 1.75 65 4 4,228 721 423 063-210-450 2377 COOLEY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.09 1.75 65 3 3,257 555 326 063-210-460 2396 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.24 2.50 86 10 12,905 2,038 1,290
063-210-470 633 RUNNYMEDE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.11 1.75 65 4 4,256 726 426 063-210-480 2361 COOLEY AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.16 0.00 43 3 0 681 0 063-210-490 2355 COOLEY AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.17 0.00 43 4 0 714 0 063-210-520 2338 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.22 1.75 65 7 8,249 1,407 825 063-210-610 661 RUNNYMEDE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.23 1.75 65 8 8,831 1,506 883 063-210-630 2358 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.17 1.75 65 6 6,659 1,136 666 063-221-010 , EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.25 2.50 86 11 13,667 2,159 1,367
063-221-020 1620 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.42 2.50 86 18 22,760 3,595 2,276
063-221-030 , EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.13 2.50 86 5 6,806 1,075 681
063-221-040 1640 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.66 2.50 86 28 35,719 5,642 3,572
063-221-050 1650 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.18 2.50 86 8 9,964 1,574 996
063-221-060 1660 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.42 2.50 86 18 22,869 3,612 2,287
063-221-070 1670 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.39 2.50 86 17 21,236 3,354 2,124
063-221-100 1760 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 1.05 2.50 86 45 57,173 9,030 5,717
063-221-110 1796 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 1.03 2.50 86 44 56,084 8,858 5,608
063-221-140 2397 CLARKE AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.12 2.50 86 5 6,697 1,058 670
063-221-150 2387 CLARKE AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.13 2.50 86 6 7,296 1,152 730
063-221-160 2377 CLARKE AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.15 2.50 86 6 8,004 1,264 800
063-221-170 2373 CLARKE AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.13 2.50 86 6 7,242 1,144 724
063-221-180 2371 CLARKE AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.13 0.00 43 3 0 577 0 063-221-190 2369 CLARKE AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.15 0.00 43 3 0 634 0 063-221-200 891 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.29 0.00 43 6 0 1,235 0 063-221-210 871 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.13 0.00 43 3 0 562 0 063-221-220 867 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.19 0.00 43 4 0 800 0 063-221-230 865 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.19 0.00 43 4 0 827 0 063-221-240 , NO DATA High Density Residential 22-43 du/a 0.65 0.00 43 14 0 2,813 0 063-221-250 831 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.19 0.00 43 4 0 819 0 063-221-260 819 JAMIE LN, EAST PALO ALTO High Density Residential 22-43 du/a 0.11 0.00 43 2 0 492 0 063-221-270 823 JAMIE LN, EAST PALO ALTO High Density Residential 22-43 du/a 0.15 0.00 43 3 0 648 0 063-221-280 827 JAMIE LN, EAST PALO ALTO High Density Residential 22-43 du/a 0.19 0.00 43 4 0 835 0 063-221-290 811 PAUL ROBESON CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.12 0.00 43 3 0 507 0 063-221-300 813 PAUL ROBESON CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.10 0.00 43 2 0 429 0 063-221-310 815 PAUL ROBESON CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.11 0.00 43 2 0 463 0 063-221-320 817 PAUL ROBESON CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.11 0.00 43 2 0 469 0 063-221-340 801 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.11 0.00 43 2 0 471 0 063-221-350 803 PAUL ROBESON CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.11 0.00 43 2 0 475 0 063-221-360 805 PAUL ROBESON CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.09 0.00 43 2 0 398 0 063-221-370 807 PAUL ROBESON CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.11 0.00 43 2 0 492 0 063-221-380 809 PAUL ROBESON CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.11 0.00 43 2 0 459 0 063-221-390 791 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.89 0.00 43 19 0 3,814 0 063-221-410 731 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.30 0.00 43 7 0 1,303 0 063-221-420 717 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.22 0.00 43 5 0 958 0 063-221-430 2360 COOLEY AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.14 0.00 43 3 0 620 0 063-221-440 2362-2362 COOLEY AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.14 0.00 43 3 0 584 0 063-221-450 2364 COOLEY AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.16 0.00 43 3 0 682 0 063-221-460 2370 COOLEY AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.67 2.50 86 29 36,482 5,762 3,648
063-221-480 2380 COOLEY AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.42 2.50 86 18 22,978 3,629 2,298
063-221-490 , EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.30 2.50 86 13 16,498 2,606 1,650
063-221-500 863 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.13 0.00 43 3 0 562 0 063-221-510 761 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.17 0.00 43 4 0 743 0 063-221-520 767 CAROLE CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.14 0.00 43 3 0 622 0 063-221-530 773 CAROLE CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.13 0.00 43 3 0 564 0 063-221-540 779 CAROLE CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.13 0.00 43 3 0 552 0 063-221-550 785 CAROLE CT, EAST PALO ALTO High Density Residential 22-43 du/a 0.13 0.00 43 3 0 566 0 063-221-560 1794 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.21 2.50 86 9 11,435 1,806 1,143
063-221-570 , EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.06 2.50 86 3 3,267 516 327
063-221-580 , EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.03 2.50 86 1 1,416 224 142
063-221-590 1730 BAY RD, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 1.59 2.50 86 68 86,684 13,691 8,668
063-231-210 2495 PULGAS AVE, EAST PALO ALTO Mixed Use Corridor 50 du/a 0.42 0.00 50 11 0 2,105 0 063-231-220 1800 BAY RD, EAST PALO ALTO Mixed Use Corridor 50 du/a 0.23 0.00 50 6 0 1,130 0 063-231-230 1890 BAY RD, EAST PALO ALTO Mixed Use Corridor 50 du/a 0.14 0.00 50 4 0 720 0 063-231-240 1804 BAY RD, EAST PALO ALTO Mixed Use Corridor 50 du/a 0.90 0.00 50 23 0 4,510 0 063-231-250 1798 BAY RD, EAST PALO ALTO Mixed Use Corridor 50 du/a 1.38 0.00 50 34 0 6,883 0 063-231-260 1836 BAY RD, EAST PALO ALTO Mixed Use Corridor 50 du/a 1.43 0.00 50 36 0 7,150 0 063-231-270 1894 BAY RD, EAST PALO ALTO Mixed Use Corridor 50 du/a 0.10 0.00 50 2 0 485 0 063-231-280 1896 BAY RD, EAST PALO ALTO Mixed Use Corridor 50 du/a 0.10 0.00 50 2 0 485 0 063-231-300 , EAST PALO ALTO Mixed Use Corridor 50 du/a 0.25 0.00 50 6 0 1,240 0 063-232-090 1003 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.58 0.00 43 12 0 2,499 0 063-232-150 2421 PULGAS AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.77 0.00 43 17 0 3,305 0 063-232-160 2447 PULGAS AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.32 0.00 43 7 0 1,388 0 063-232-200 2373 CLARKE AVE, EAST PALO ALTO Mixed Use Corridor 22-86 du/a; 2.5 FAR (kept FAR) 0.25 2.50 86 11 13,340 2,107 1,334
063-232-210 (8) WEEKS ST, EAST PALO ALTO High Density Residential 102 du/a 1.13 0.00 102 58 0 11,564 0 063-232-220 (8) WEEKS ST, EAST PALO ALTO High Density Residential 102 du/a 0.64 0.00 102 33 0 6,560 0 063-232-230 (8) WEEKS ST, EAST PALO ALTO High Density Residential 101 du/a 0.90 0.00 101 45 0 9,065 0 063-232-240 1045 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.98 0.00 43 21 0 4,218 0 063-232-250 1085 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.11 0.00 43 2 0 461 0 063-232-260 1001 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.35 0.00 43 8 0 1,505 0 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 2 of 5 Freyer & Laureta, Inc.

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Appendix C: Table 3
2035 Zoning Sanitary Sewer Flows
APN Address 2035 Zoning Maximum Density
and FAR Extents
Acres per
Parcel FAR
Maximum
du per acre
Average du
per Parcel or
Project
Average NonResidential
Development, SF
Average Daily Flow
Residential, GPD
Average Daily
Flow NonResidential, GPD
(1) (1) (2) (3) (4) (5) (6) (7)
063-232-300 1095 WEEKS ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.21 0.00 43 4 0 891 0 063-232-310 2368 CLARKE AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.16 2.50 86 7 8,712 1,376 871
063-232-340 2386 CLARKE AVE, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5 FAR (kept FAR) 0.18 2.50 86 8 9,747 1,539 975
063-232-350 901 WEEKS ST, EAST PALO ALTO Mixed Use High 22-86 du/a; 2.5
FAR (kept FAR) 0.46 2.50 86 20 24,865 3,927 2,487
063-240-210 NO DATA, EAST PALO ALTO General Industrial 1.0 FAR 0.49 1.00 0 0 10,716 0 1,072 063-240-220 NO DATA, EAST PALO ALTO General Industrial 1.0 FAR 0.47 1.00 0 0 10,237 0 1,024 063-240-270 NO DATA, EAST PALO ALTO General Industrial 50 du/a 0.15 0.00 50 4 0 746 0 063-240-310 NO DATA, EAST PALO ALTO General Industrial 50 du/a 2.36 0.00 50 59 0 11,780 0 063-240-320 1950 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 1.51 0.00 65 49 0 9,815 0 063-240-330 BAY RD, EAST PALO ALTO Mixed Use Corridor 22-65 du/a 0.44 0.00 65 14 0 2,860 0 063-240-350 NO DATA, EAST PALO ALTO General Industrial 1.0 FAR 0.07 1.00 0 0 1,416 0 142 063-240-360 NO DATA, EAST PALO ALTO General Industrial 50 du/a 0.14 0.00 50 3 0 676 0 063-240-370 NO DATA, EAST PALO ALTO General Industrial 50 du/a 0.15 0.00 50 4 0 767 0 063-240-380 NO DATA, EAST PALO ALTO General Industrial 50 du/a 1.17 0.00 50 29 0 5,854 0 063-240-390 NO DATA, EAST PALO ALTO General Industrial 50 du/a 0.80 0.00 50 20 0 3,987 0 063-240-420 NO DATA, EAST PALO ALTO General Industrial 1.0 FAR 8.42 1.00 0 0 183,316 0 18,332 063-240-440 NO DATA, EAST PALO ALTO General Industrial 1.0 FAR 0.07 1.00 0 0 1,590 0 159 063-240-460 NO DATA, EAST PALO ALTO General Industrial 50 du/a 1.54 0.00 50 38 0 7,695 0 063-253-320 (8) NO DATA, EAST PALO ALTO Medium Density Residential 10 du Planned 0.47 0.00 22 10 0 2,068 0 063-271-070 1275 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 22-43 du/a 1.25 0.00 43 27 0 5,371 0 063-271-090 1201 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.93 0.00 43 20 0 4,008 0 063-271-370 1171 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.90 0.00 43 19 0 3,851 0 063-271-410 NO DATA, EAST PALO ALTO Medium Density Residential 1.0 FAR 0.11 1.00 0 0 2,439 0 244 063-271-420 NO DATA, EAST PALO ALTO Medium Density Residential 1.0 FAR 0.16 1.00 0 0 3,463 0 346 063-271-440 1191 RUNNYMEDE ST, EAST PALO ALTO Medium Density Residential 22-43 du/a 0.15 0.00 43 3 0 636 0 063-271-450 1200 WEEKS ST, EAST PALO ALTO Medium Density Residential 22-43 du/a 0.75 0.00 43 16 0 3,212 0 063-271-470 1249 RUNNYMEDE ST, EAST PALO ALTO Medium Density Residential 22-43 du/a 0.22 0.00 43 5 0 942 0 063-271-480 , EAST PALO ALTO Industrial Buffer 0.75 to 3.0 FAR 0.83 2.55 0 0 45,961 0 4,596 063-271-490 NO DATA, EAST PALO ALTO Industrial Buffer 15 du/a 2.72 1.00 0 0 59,285 0 5,929 063-271-500 1269 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.23 0.00 43 5 0 1,002 0 063-271-510 1265 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.15 0.00 43 3 0 645 0 063-271-520 1261 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.15 0.00 43 3 0 654 0 063-271-530 1257 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.15 0.00 43 3 0 654 0 063-271-540 NO DATA, EAST PALO ALTO Medium Density Residential 1.0 FAR 0.28 1.00 0 0 6,055 0 605 063-271-550 NO DATA, EAST PALO ALTO Medium Density Residential 1.0 FAR 0.11 1.00 0 0 2,483 0 248 063-271-560 NO DATA, EAST PALO ALTO Medium Density Residential 1.0 FAR 0.11 1.00 0 0 2,483 0 248 063-271-570 NO DATA, EAST PALO ALTO Medium Density Residential 1.0 FAR 0.12 1.00 0 0 2,505 0 250 063-281-020 (8) 2021 EUCLID AVE High Density Residential 175 du/a 0.15 0.00 175 26 0 5,285 0 063-281-030 (8) 2025 EUCLID AVE High Density Residential 175 du/a 0.12 0.00 175 22 0 4,305 0 063-281-040 (8) 2031 EUCLID AVE High Density Residential 175 du/a 0.21 0.00 175 36 0 7,210 0 063-281-100 (8) 2043 EUCLID AVE High Density Residential 175 du/a 0.12 0.00 175 22 0 4,305 0 063-281-110 (8) 2041 EUCLID AVE High Density Residential 175 du/a 0.12 0.00 175 21 0 4,165 0 063-282-010 (8) 501 O'CONNOR STREET High Density Residential 175 du/a 0.32 0.00 175 57 0 11,340 0 063-282-020 (8) 2012 EUCLID AVE High Density Residential 175 du/a 0.34 0.00 175 59 0 11,865 0 063-282-030 (8) 2032 EUCLID AVE High Density Residential 175 du/a 0.16 0.00 175 28 0 5,670 0 063-282-040 (8) 2036 EUCLID AVE High Density Residential 175 du/a 0.15 0.00 175 27 0 5,390 0 063-282-050 (8) 2040/2042 EUCLID AVE High Density Residential 175 du/a 0.14 0.00 175 25 0 4,900 0 063-282-060 (8) 2044 EUCLID AVE High Density Residential 175 du/a 0.18 0.00 175 31 0 6,195 0 063-282-070 (8) 2054 EUCLID AVE High Density Residential 175 du/a 0.24 0.00 175 42 0 8,435 0 063-282-080 (8) 2033 MANHATTAN AVE, EAST PALO ALTO High Density Residential 175 du/a 0.51 0.00 175 89 0 17,843 0 063-282-090 (8) 2001 MANHATTAN AVE, EAST PALO ALTO High Density Residential 175 du/a 0.69 0.00 175 121 0 24,199 0 063-291-010 1489 E BAYSHORE RD, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.45 1.00 22 5 9,783 988 978 063-292-180 2101 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 86 du/a; 2.5 FAR 0.33 2.50 86 14 17,860 2,821 1,786 063-292-370 2117 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 86 du/a; 2.5 FAR 0.77 2.50 86 33 41,778 6,598 4,178 063-292-380 (8) 2160 EUCLID AVE, EAST PALO ALTO Mixed Use High 430 du planned 3.99 2.50 216 430 217,239 85,978 21,724 063-302-170 2283 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.24 1.75 65 8 9,103 1,552 910 063-302-180 2281 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.21 1.75 65 7 7,997 1,364 800 063-302-210 2263 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.46 1.75 65 15 17,653 3,011 1,765 063-302-220 2253 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.21 1.75 65 7 7,983 1,361 798 063-302-230 2247 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.30 1.75 65 10 11,258 1,920 1,126 063-302-280 575A BELL ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.20 1.75 65 6 7,476 1,275 748 063-302-290 565 BELL ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.19 1.75 65 6 7,242 1,235 724 063-302-330 2201 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 1.41 1.75 65 46 53,812 9,177 5,381 063-302-340 584 RUNNYMEDE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.39 1.75 65 13 14,888 2,539 1,489 063-302-460 2277 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.36 1.75 65 12 13,569 2,314 1,357 063-302-470 2279 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.23 1.75 65 7 8,788 1,499 879 063-312-400 , NO DATA Office 3.0 FAR 0.35 3.00 0 0 22,556 0 2,256 063-321-050 2124 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.28 1.75 65 9 10,643 1,815 1,064 063-321-060 2126 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.23 1.75 65 7 8,711 1,485 871 063-321-070 , EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.05 1.75 65 2 1,984 338 198 063-321-080 2142 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.19 1.75 65 6 7,128 1,216 713 063-321-100 2160 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.37 1.75 65 12 13,973 2,383 1,397 063-321-110 2164 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.18 1.75 65 6 6,772 1,155 677 063-321-120 2166 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.17 1.75 65 6 6,661 1,136 666 063-321-130 2172 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.17 1.75 65 6 6,660 1,136 666 063-321-140 2178 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.17 1.75 65 5 6,371 1,086 637 063-321-180 612 BELL ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.11 1.75 65 4 4,282 730 428 063-321-190 616 BELL ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.12 1.75 65 4 4,548 776 455 063-321-200 644 BELL ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,729 977 573 063-321-210 2189 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 5 5,402 921 540 063-321-220 2187 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.12 1.75 65 4 4,432 756 443 063-321-230 2181 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.17 1.75 65 6 6,626 1,130 663 063-321-240 2171 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,776 985 578 063-321-250 2165 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,590 953 559 063-321-260 2161 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,779 986 578 063-321-270 2157 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,850 998 585 063-321-280 2153 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,682 969 568 063-321-290 2149 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.16 1.75 65 5 5,921 1,010 592 063-321-300 2145 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.16 1.75 65 5 5,988 1,021 599 063-321-310 2141 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,901 1,006 590 063-321-320 2133 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,669 967 567 063-321-330 2129 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.11 1.75 65 3 4,007 683 401 063-321-400 2194 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.43 1.75 65 14 16,237 2,769 1,624 063-321-410 2148 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.25 1.75 65 8 9,620 1,641 962 063-321-420 , NO DATA Office 3.0 FAR 1.64 3.00 0 0 107,405 0 10,740 063-322-040 2124 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.16 0.00 22 2 0 349 0 063-322-050 2132 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.17 0.00 22 2 0 379 0 063-322-060 2134 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.16 0.00 22 2 0 350 0 063-322-070 2138 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.16 0.00 22 2 0 349 0 063-322-080 2142 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.16 0.00 22 2 0 345 0 063-322-090 2144 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.16 0.00 22 2 0 363 0 063-322-100 2154 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.20 0.00 22 2 0 434 0 063-322-110 2162 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.22 0.00 22 2 0 477 0 063-322-130 2184 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.19 0.00 22 2 0 425 0 063-322-140 2194 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.24 0.00 22 3 0 538 0 063-322-150 2198 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.13 0.00 22 1 0 297 0 063-322-160 660 BELL ST, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.13 0.00 22 1 0 286 0 063-322-340 2169 COOLEY AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.69 0.00 22 8 0 1,508 0 063-322-410 , NO DATA Office 3.0 FAR 0.17 3.00 0 0 11,099 0 1,110 063-322-500 2159 COOLEY AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.22 0.00 22 2 0 494 0 063-322-560 DONOHOE ST, EAST PALO ALTO Office 3.0 FAR 0.72 3.00 0 0 46,920 0 4,692 063-322-580 2118 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.16 0.00 22 2 0 359 0 063-331-030 2212 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.20 1.75 65 7 7,656 1,306 766 063-331-060 2242 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.16 1.75 65 5 6,118 1,043 612 063-331-070 2248 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.16 1.75 65 5 6,105 1,041 610 063-331-080 2252 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.16 1.75 65 5 6,092 1,039 609 063-331-090 2264 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.16 1.75 65 5 6,078 1,036 608 063-331-100 2268 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.16 1.75 65 5 6,065 1,034 606 063-331-110 2272 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.16 1.75 65 5 6,052 1,032 605 063-331-120 2274 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.21 1.75 65 7 8,187 1,396 819 063-331-130 2276 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 5 5,449 929 545 063-331-140 2280 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 5 5,443 928 544 063-331-150 2284 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 5 5,436 927 544 063-331-190 2291 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,555 947 556 063-331-200 2287 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,592 954 559 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 3 of 5 Freyer & Laureta, Inc.

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Appendix C: Table 3
2035 Zoning Sanitary Sewer Flows
APN Address 2035 Zoning Maximum Density
and FAR Extents
Acres per
Parcel FAR
Maximum
du per acre
Average du
per Parcel or
Project
Average NonResidential
Development, SF
Average Daily Flow
Residential, GPD
Average Daily
Flow NonResidential, GPD
(1) (1) (2) (3) (4) (5) (6) (7)
063-331-210 2285 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,629 960 563 063-331-220 2277 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 5 5,333 909 533 063-331-230 2267 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.13 1.75 65 4 5,120 873 512 063-331-240 2263 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 4 5,149 878 515 063-331-250 2255 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 4 5,179 883 518 063-331-260 2251 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 4 5,208 888 521 063-331-270 2249 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 4 5,238 893 524 063-331-280 2245 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 4 5,267 898 527 063-331-290 2239 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.18 1.75 65 6 6,726 1,147 673 063-331-300 2233 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.18 1.75 65 6 6,808 1,161 681 063-331-310 2227 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,530 943 553 063-331-320 2219 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 5 5,465 932 547 063-331-330 2217 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.12 1.75 65 4 4,464 761 446 063-331-340 2205 CAPITOL AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.16 1.75 65 5 6,151 1,049 615 063-331-350 643 BELL ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.16 1.75 65 5 5,924 1,010 592 063-331-370 2200 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.40 1.75 65 13 15,313 2,611 1,531 063-331-380 2240 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.24 1.75 65 8 9,056 1,544 906 063-331-410 2220 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.44 1.75 65 14 16,713 2,850 1,671 063-442-360 330 DONOHOE ST, EAST PALO ALTO High Density Residential 22-43 du/a 0.98 0.00 43 21 0 4,213 0 063-473-150 1995 MANHATTAN AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.17 0.00 43 4 0 725 0 063-473-160 1991 MANHATTAN AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.38 0.00 43 8 0 1,631 0 063-473-170 1965 MANHATTAN AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.28 0.00 43 6 0 1,207 0 063-473-180 1955 MANHATTAN AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.34 0.00 43 7 0 1,448 0 063-473-190 1919 MANHATTAN AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.46 0.00 43 10 0 1,962 0 063-473-200 1901 MANHATTAN AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.58 0.00 43 13 0 2,503 0 063-481-010 1699 WOODLAND AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.17 0.00 22 2 0 367 0 063-481-020 1681 WOODLAND AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.16 0.00 22 2 0 345 0 063-481-030 1671 WOODLAND AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.16 0.00 22 2 0 360 0 063-481-040 1669 WOODLAND AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.18 0.00 22 2 0 396 0 063-481-050 1651 WOODLAND AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.24 0.00 22 3 0 531 0 063-481-060 1643 WOODLAND AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.18 0.00 22 2 0 403 0 063-481-070 1637 WOODLAND AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.19 0.00 22 2 0 423 0 063-481-080 1629 WOODLAND AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.17 0.00 22 2 0 384 0 063-481-090 1621 WOODLAND AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.17 0.00 22 2 0 363 0 063-481-100 644 SCOFIELD AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.21 0.00 22 2 0 463 0 063-481-110 652 SCOFIELD AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.15 0.00 22 2 0 322 0 063-481-120 660 SCOFIELD AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.18 0.00 22 2 0 396 0 063-481-130 610 CIRCLE DR, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.18 0.00 22 2 0 396 0 063-481-140 620 CIRCLE DR, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.19 0.00 22 2 0 415 0 063-481-150 630 CIRCLE DR, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.18 0.00 22 2 0 387 0 063-481-160 640 CIRCLE DR, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.18 0.00 22 2 0 399 0 063-481-170 650 CIRCLE DR, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.21 0.00 22 2 0 461 0 063-481-180 1917 COOLEY AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.21 0.00 22 2 0 470 0 063-481-190 1909 COOLEY AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.21 0.00 22 2 0 457 0 063-481-210 1901 COOLEY AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.20 0.00 22 2 0 441 0 063-481-220 1905 COOLEY AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.18 0.00 22 2 0 407 0 063-482-010 641 CIRCLE DR, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.15 0.00 22 2 0 322 0 063-482-020 621 CIRCLE DR, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.16 0.00 22 2 0 359 0 063-482-030 611 CIRCLE DR, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.19 0.00 22 2 0 414 0 063-483-030 1909 CAPITOL AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.23 0.00 22 2 0 496 0 063-483-040 1943 CAPITOL AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.25 0.00 43 5 0 1,068 0 063-483-050 1609 WOODLAND AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.50 0.00 43 11 0 2,169 0 063-484-010 655 SCOFIELD AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.09 0.00 43 2 0 407 0 063-484-020 1902 CAPITOL AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.12 0.00 43 2 0 497 0 063-484-030 1908 CAPITOL AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.21 0.00 43 5 0 907 0 063-484-040 1916 CAPITOL AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.33 0.00 43 7 0 1,407 0 063-484-050 1920 CAPITOL AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.20 0.00 43 4 0 865 0 063-484-060 1934 CAPITOL AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.54 0.00 43 12 0 2,327 0 063-484-090 1949 COOLEY AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.31 0.00 43 7 0 1,319 0 063-484-100 1941 COOLEY AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.34 0.00 43 7 0 1,464 0 063-484-110 685 SCOFIELD AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.41 0.00 43 9 0 1,743 0 063-484-130 1957 COOLEY AVE, EAST PALO ALTO High Density Residential 22-43 du/a 0.74 0.00 43 16 0 3,197 0 063-492-070 1927 E BAYSHORE RD, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.19 1.75 65 6 7,139 1,217 714 063-492-280 1933 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 2.14 0.00 22 24 0 4,705 0 063-492-350 (8) 1805 E BAYSHORE RD #1-94, EAST PALO ALTO High Density Residential 94 proposed 3.32 94 156 0 31,208 0 063-492-480 1895 E BAYSHORE RD, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.25 1.75 65 8 9,521 1,624 952 063-501-020 1874 W BAYSHORE RD, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.50 1.00 22 5 10,818 1,093 1,082 063-501-030 1870 W BAYSHORE RD, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.23 1.00 22 3 5,052 510 505 063-501-040 1879 WOODLAND AVE, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.24 1.00 22 3 5,119 517 512 063-501-050 1875 WOODLAND AVE, EAST PALO ALTO Mixed Use Low 22 du/a; 1.0 FAR 0.20 1.00 22 2 4,456 450 446 063-511-020 2039 CLARKE AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.12 1.75 65 4 4,698 801 470 063-511-030 2035 CLARKE AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.13 1.75 65 4 5,094 869 509 063-511-040 2029 CLARKE AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.26 1.75 65 8 9,897 1,688 990 063-511-050 2027 CLARKE AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.12 1.75 65 4 4,482 764 448 063-511-060 2023 CLARKE AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.14 1.75 65 4 5,275 899 527 063-511-070 2017 CLARKE AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.13 1.75 65 4 4,908 837 491 063-511-080 2013 CLARKE AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.13 1.75 65 4 4,857 828 486 063-511-090 2009 CLARKE AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.13 1.75 65 4 4,834 824 483 063-511-190 872 DONOHOE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.21 1.75 65 7 8,007 1,366 801 063-511-200 866 DONOHOE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.18 1.75 65 6 6,898 1,176 690 063-511-210 864 DONOHOE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.15 1.75 65 5 5,844 997 584 063-511-220 862 DONOHOE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.11 1.75 65 3 4,040 689 404 063-511-240 896 DONOHOE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.11 1.75 65 4 4,244 724 424 063-511-250 860 DONOHOE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.16 1.75 65 5 6,145 1,048 615 063-511-260 890 DONOHOE ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.12 1.75 65 4 4,566 779 457 063-511-490 1731 E BAYSHORE RD, EAST PALO ALTO Mixed Use High 86 du/a; 2.5 FAR 2.51 2.50 86 108 136,888 21,620 13,689 063-511-520 1761 E BAYSHORE RD, EAST PALO ALTO Mixed Use High 86 du/a; 2.5 FAR 2.64 2.50 86 114 143,790 22,711 14,379 063-511-630 1721 E BAYSHORE RD, EAST PALO ALTO Mixed Use High 86 du/a; 2.5 FAR 0.67 2.50 86 29 36,236 5,723 3,624 063-511-660 899 OCONNOR ST, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.08 1.75 65 2 2,872 490 287 063-511-680 1751 EAST BAYSHORE RD, EAST PALO ALTO Mixed Use High 86 du/a; 2.5 FAR 4.24 2.50 86 182 231,026 36,489 23,103 063-511-690 1745 E BAYSHORE BLVD, EAST PALO ALTO Mixed Use High 86 du/a; 2.5 FAR 0.67 2.50 86 29 36,743 5,803 3,674 063-511-720 1775 E BAYSHORE RD, EAST PALO ALTO Mixed Use High 86 du/a; 2.5 FAR 6.12 2.50 86 263 333,269 52,637 33,327 063-515-060 1821 CLARKE AVE, EAST PALO ALTO Low Density Residential 0-12 du/a 0.19 0.00 12 1 0 226 0 063-515-070 1805 CLARKE AVE, EAST PALO ALTO Low Density Residential 0-12 du/a 0.35 0.00 12 2 0 424 0 063-515-080 1787 WOODLAND AVE, EAST PALO ALTO Low Density Residential 0-12 du/a 0.18 0.00 12 1 0 218 0 063-515-230 1785 WOODLAND AVE, EAST PALO ALTO Low Density Residential 0-12 du/a 0.35 0.00 12 2 0 423 0 063-571-060 1985 E BAYSHORE RD, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 1.38 1.75 65 45 52,597 8,970 5,260 063-571-070 1981 E BAYSHORE RD, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.66 1.75 65 21 25,211 4,299 2,521 063-571-080 1961 E BAYSHORE RD, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 1.44 1.75 65 47 54,786 9,343 5,479 063-571-090 1905 E BAYSHORE RD, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.25 1.75 65 8 9,439 1,610 944 063-680-020 1900 UNIVERSITY AVE, EAST PALO ALTO Office 3.0 FAR 2.31 3.00 0 0 150,737 0 15,074 063-680-050 , NO DATA Office 3.0 FAR 0.02 3.00 0 0 1,566 0 157 063-680-060 , NO DATA Office 3.0 FAR 0.02 3.00 0 0 1,566 0 157 063-680-090 , EAST PALO ALTO Office 3.0 FAR 0.13 3.00 0 0 8,177 0 818 063-680-100 , EAST PALO ALTO Office 3.0 FAR 0.13 3.00 0 0 8,273 0 827 063-680-110 , EAST PALO ALTO Office 3.0 FAR 0.35 3.00 0 0 22,595 0 2,259 063-680-130 2000 UNIVERSITY AVE, EAST PALO ALTO Office 3.0 FAR 2.14 3.00 0 0 139,586 0 13,959 063-680-150 2050 UNIVERSITY AVE, EAST PALO ALTO Office 3.0 FAR 3.35 3.00 0 0 218,937 0 21,894 063-680-180 , EAST PALO ALTO Office 3.0 FAR 0.01 3.00 0 0 533 0 53 063-680-190 2000 UNIVERSITY AVE, EAST PALO ALTO Office 3.0 FAR 3.92 3.00 0 0 256,076 0 25,608 063-730-010 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-020 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-030 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-040 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-050 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-060 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-070 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-080 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-090 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-100 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-110 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-120 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-130 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-140 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-150 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-160 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-170 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-180 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 4 of 5 Freyer & Laureta, Inc.

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Appendix C: Table 3
2035 Zoning Sanitary Sewer Flows
APN Address 2035 Zoning Maximum Density
and FAR Extents
Acres per
Parcel FAR
Maximum
du per acre
Average du
per Parcel or
Project
Average NonResidential
Development, SF
Average Daily Flow
Residential, GPD
Average Daily
Flow NonResidential, GPD
(1) (1) (2) (3) (4) (5) (6) (7)
063-730-190 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-200 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-210 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-220 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.09 0.00 22 1 0 200 0 063-730-230 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-240 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-250 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-260 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-270 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-280 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-290 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-300 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-310 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.08 0.00 22 1 0 200 0 063-730-320 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-330 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-340 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-350 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-360 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-370 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-380 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.07 0.00 22 1 0 200 0 063-730-390 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-400 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-410 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-420 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-430 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-440 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-450 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-460 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-470 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.07 0.00 22 1 0 200 0 063-730-480 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.06 0.00 22 1 0 200 0 063-730-490 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-500 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 063-730-510 (8) 2477 PULGAS AVE, EAST PALO ALTO Medium Density Residential 12-22 du/a 0.05 0.00 22 1 0 200 0 113-530-010
to 113-530-999 2420 GLORIA WAY, EAST PALO ALTO High Density Residential 22-43 du/a 0.47 0.00 43 10 0 2,036 0 113-710-010
to 113-710-999 2440 GLORIA WAY, EAST PALO ALTO High Density Residential 22-43 du/a 0.25 0.00 43 5 0 1,064 0 113-720-010
to 113-720-999 2460 GLORIA WAY, EAST PALO ALTO High Density Residential 22-43 du/a 0.21 0.00 43 4 0 895 0 113-740-010
to 113-740-999 2470 GLORIA WAY, EAST PALO ALTO High Density Residential 22-43 du/a 0.33 0.00 43 7 0 1,402 0 114-240-010
to 114-240-300 2330 UNIVERSITY AVE, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 0.46 1.75 65 15 17,593 3,000 1,759 114-450-010
to 114-460-300 1765 EAST BAYSHORE RD, EAST PALO ALTO Mixed Use Corridor 65 du/a; 1.75 FAR 1.04 1.75 65 34 39,597 6,753 3,960 114-590-050 NO DATA, EAST PALO ALTO Office 3.0 FAR 3.61 3 0 0 235,877 0 23,588 Notes:
(1) Properties with Zoning change per Figure 4-12: General Plan Land Use and Figure 4-16: Ravenswood / 4 Corners TOP Specific Plan Land Use City of East Palo Alto General Plan "Existing Conditions Report, February 2014" and Figure 4-2: General Plan Land Use Designations City of East Palo Alto General Plan "Vista 2035, Final Version: March 2017" (2) du/a and FAR based on Section 4 Table 4-2 of City of East Palo Alto General Plan "Vista 2035, Final Version: March 2017" (3) Square footage of parcel divided 43,560 feet (1 Acre Equivalent). (4) Average Dwelling units per number of acres in parcel is calculated to be 50% of the maximum number of units allowed in the General Plan. (5) Calculated by multiplying 50% of the maximum FAR for the land use allowed by the General Plan and square feet of parcel. (6) 2025 Master Plan update ADWF Residential Dwellings, calculated by multiplying 200 gallons per dwelling unit per day by the total number of untis. (7) ADWF Non-Residential , calculated by multiplying 0.1 gallons per day per square foot. Based on Section B1.03.3 for Office and Retail of the East Palo Alto Sanitary District Standard Specifications for Design and Construction of Sanitray Collection and Conveyance Facilities dated June 6, 2002. Units converted from GPD (Gallons Per Day) to CFS assuming flows are discharged over 24 hours in a day. (8) Number of units planned are approved development projects by the City. Average Daily Flow, Residential is calculated using the known unit count.

Abbreviations
ADWF: Average Dry Weather Flow
APN: Assessors Parcel Number
CFS: Cubic Feet per Second
2025 Wastewater Colleciton - Flow Calculations.xlsx Page 5 of 5 Freyer & Laureta, Inc.

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Appendix C: Table 4
Scenario 2: 2025 Additional Sanitary Sewer Flows
APN Address
Sanitary
Sewer
SubBasinsPeaking
Factor
Delta
Residential
Average
Daily Flow,
GPD
Delta NonResidential
Average
Daily Flow,
GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total

PDWF, CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
063-232-210 (9) WEEKS ST, EAST PALO ALTO T20 1.5 11,564 0 0.0178 0.0000 0.0267 0.0000 0.0178 0.0267 063-232-220 (9) WEEKS ST, EAST PALO ALTO T20 1.5 6,560 0 0.0101 0.0000 0.0152 0.0000 0.0101 0.0152 063-232-230 (9) WEEKS ST, EAST PALO ALTO T20 1.5 9,065 0 0.0140 0.0000 0.0209 0.0000 0.0140 0.0209 063-240-320 (9) 1950 BAY RD, EAST PALO ALTO T20 1.5 9,799 5,746 0.0151 0.0088 0.0226 0.0133 0.0239 0.0359 063-240-330 (9) 1950 BAY RD, EAST PALO ALTO T20 1.5 2,895 1,698 0.0045 0.0026 0.0067 0.0039 0.0071 0.0106 063-730-190 (9) 2477 PULGAS AVE T20 1.5 114 0 0.0002 0.0000 0.0003 0.0000 0.0002 0.0003 063-730-200 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-220 (9) 2477 PULGAS AVE T20 1.5 200 341 0.0003 0.0005 0.0005 0.0008 0.0008 0.0012 063-730-230 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-130 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-090 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-140 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-180 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-100 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-110 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-010 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-020 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-040 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-050 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-060 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-240 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-250 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-290 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-300 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-320 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-330 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-340 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-350 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-360 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-370 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-420 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-430 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-440 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-450 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-480 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-490 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-500 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-510 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-470 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-460 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-380 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-390 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-400 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-410 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-260 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-270 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-280 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-210 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-080 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-070 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-030 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-120 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-170 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-160 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-150 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-730-310 (9) 2477 PULGAS AVE T20 1.5 200 0 0.0003 0.0000 0.0005 0.0000 0.0003 0.0005 063-492-350 (9) 1805 E BAYSHORE RD #1-94, EAST PALO ALTO K4 1.59 18,200 0 0.0280 0.0000 0.0446 0.0000 0.0280 0.0446 063-321-420 (9) , NO DATA E2 1.46 0 10,740 0.0000 0.0165 0.0000 0.0241 0.0165 0.0241 063-322-410 (9) , NO DATA E2 1.47 0 1,159 0.0000 0.0018 0.0000 0.0026 0.0018 0.0026 063-322-560 (9) DONOHOE ST, EAST PALO ALTO E2 1.47 0 4,692 0.0000 0.0072 0.0000 0.0106 0.0072 0.0106 Notes are on Page 2 of 2.
2025 Wastewater Colleciton - Flow Calculations.xlsx Page 1 of 2 Freyer and Laureat, Inc.

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Appendix C: Table 4
Scenario 2: 2025 Additional Sanitary Sewer Flows
Notes:
(1) Properties with Zoning change per Figure 4-12: General Plan Land Use and Figure 4-16: Ravenswood / 4 Corners TOP Specific Plan Land Use City of East Palo Alto General Plan "Existing Conditions Report, February 2014" and Figure 4-2: General Plan Land Use Designations City of East Palo Alto General Plan "Vista 2035, Final Version: March 2017" (2) Per Section 5.3.2 of the "East Palo Alto Sanitary District Master Plan Update, March 2015". For modeling scenarios, peak sanitary flows based on the collected data. Collected data for Peaking Factors for each sub-basin are shown in Table 3.2. (3) Delta Residential Flows is calculated by taking the Average Daily Flow for Residential areas from Table 3 minus the Average Daily Flow for Residential area from Table 2. If calculation resulted in a decrease of flow, the flow change is shown as "0" because it is not anticipated that the land use changes will result in flow reductions. (4) Delta Non-Residential Flows is calculated by taking the Average Faily Flow for Non-Residential areas from Table 3 minus the Average Daily Flow for Non-Residential areas from Table 2. (5) ADWF Residential Dwellings, calculated by multiplying 200 gallons per dwelling unit per day by the total number of units. Based on internal F&L meeting, 2/13/2025.

Units converted from GPD ( Gallons Per Day) to CFS based off 24 hours in a day, 60 minutes in a hour, and 60 seconds in a minute. (6) ADWF Non-Residential , calculated by multiplying 0.1 gallons per day per square foot. Based on Section B1.03.3 for Office and Retail of the East Palo Alto Sanitary District Standard Specifications forDesign and Construction of Sanitray Collection and Conveyance Facilities dated June 6, 2002. Units converted from GPD (Gallons Per Day) to CFS. Based off 24 hours in a day, 60 minutes in an hour, and 60 seconds in a minute. (7) PDWF Residential Dwellings, calculated by multiplying Average Dry Weather Flows (5) by the Peaking Factor (2). Units converted from GPD to CFS. Based off 24 hours a day, 60 minutes in a hour, and 60 seconds in a minute.
(8) PDWF Non-Residential, calculated by multiplying Average Dry Weather Flows (6) by the Peaking Factor (2). Units converted from GPD to CFS. Based off 24 hours a day, 60 minutes in a hour, and 60seconds in a minute.
(9) Number of units planned are approved development projects by the City. Average Daily Flow, Residential is calculated using the known unit count.

Last printed: 5/12/2025 273
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
063-103-310 1585 BAY RD, EAST PALO ALTO A15 0.00 43,861 6,902 0.0675 0.0106 0.0000 0.0000 0.0782 0.0000 063-103-360 , EAST PALO ALTO A15 0.00 69,968 11,051 0.1078 0.0170 0.0000 0.0000 0.1248 0.0000 063-103-370 , EAST PALO ALTO A15 0.00 41,599 6,569 0.0641 0.0101 0.0000 0.0000 0.0742 0.0000 063-103-380 , EAST PALO ALTO A15 0.00 8,276 1,307 0.0127 0.0020 0.0000 0.0000 0.0148 0.0000 063-103-390 , EAST PALO ALTO A15 0.00 12,251 1,935 0.0189 0.0030 0.0000 0.0000 0.0218 0.0000 063-103-440 2400 GLORIA WAY, EAST PALO ALTO A15 0.00 0 8,578 0.0000 0.0132 0.0000 0.0000 0.0132 0.0000 063-111-230 BETWEEN 1585 AND 1675 BAY RD, EAST PALO ALTO A15 0.00 12,513 1,976 0.0193 0.0030 0.0000 0.0000 0.0223 0.0000 063-111-250 1675 BAY RD, EAST PALO ALTO A15 0.00 328,119 51,823 0.5053 0.0798 0.0000 0.0000 0.5851 0.0000 063-121-030 , EAST PALO ALTO T20 0.00 16,945 0 0.0261 0.0000 0.0000 0.0000 0.0261 0.0000 063-121-040 , EAST PALO ALTO T20 0.00 122,905 0 0.1893 0.0000 0.0000 0.0000 0.1893 0.0000 063-121-050 TARA RD, EAST PALO ALTO T20 0.00 11,500 0 0.0177 0.0000 0.0000 0.0000 0.0177 0.0000 063-121-060 264 TARA RD, EAST PALO ALTO T20 0.00 78,081 0 0.1202 0.0000 0.0000 0.0000 0.1202 0.0000 063-121-070 2081 BAY RD, EAST PALO ALTO T20 0.00 340,421 0 0.5242 0.0000 0.0000 0.0000 0.5242 0.0000 063-121-110 2077 BAY RD, EAST PALO ALTO T20 0.00 84,289 0 0.1298 0.0000 0.0000 0.0000 0.1298 0.0000 063-121-120 2005 BAY RD, EAST PALO ALTO T20 0.00 167,924 0 0.2586 0.0000 0.0000 0.0000 0.2586 0.0000 063-121-150 , EAST PALO ALTO T20 0.00 19,733 0 0.0304 0.0000 0.0000 0.0000 0.0304 0.0000 063-121-160 180 TARA ROAD, EAST PALO ALTO T20 0.00 76,513 0 0.1178 0.0000 0.0000 0.0000 0.1178 0.0000 063-121-170 240 TARA ROAD, EAST PALO ALTO T20 0.00 84,615 0 0.1303 0.0000 0.0000 0.0000 0.1303 0.0000 063-121-190 2560 PULGAS AVE, EAST PALO ALTO T20 0.00 19,906 0 0.0307 0.0000 0.0000 0.0000 0.0307 0.0000 063-121-200 2555 PULGAS AVE, EAST PALO ALTO T20 0.00 59,721 0 0.0920 0.0000 0.0000 0.0000 0.0920 0.0000 063-121-210 2555 PULGAS AVE, EAST PALO ALTO T20 0.00 59,785 0 0.0921 0.0000 0.0000 0.0000 0.0921 0.0000 063-121-240 , EAST PALO ALTO A15 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-121-290 218 DEMETER ST, EAST PALO ALTO A15 0.00 31,665 0 0.0488 0.0000 0.0000 0.0000 0.0488 0.0000 063-121-320 350 DEMETER ST, EAST PALO ALTO A15 0.00 130,483 0 0.2009 0.0000 0.0000 0.0000 0.2009 0.0000 063-121-330 , EAST PALO ALTO A15 0.00 130,027 0 0.2002 0.0000 0.0000 0.0000 0.2002 0.0000 063-121-350 , EAST PALO ALTO T20 0.00 42,928 0 0.0661 0.0000 0.0000 0.0000 0.0661 0.0000 063-121-360 , EAST PALO ALTO T20 0.00 2,875 0 0.0044 0.0000 0.0000 0.0000 0.0044 0.0000 063-121-370 2535 PULGAS AVE, EAST PALO ALTO T20 0.00 85,050 0 0.1310 0.0000 0.0000 0.0000 0.1310 0.0000 063-121-390 , EAST PALO ALTO T20 0.00 41,164 0 0.0634 0.0000 0.0000 0.0000 0.0634 0.0000 063-121-400 2091 BAY RD, EAST PALO ALTO T20 0.00 54,547 0 0.0840 0.0000 0.0000 0.0000 0.0840 0.0000 063-121-410 2091 BAY RD, EAST PALO ALTO T20 0.00 65,340 0 0.1006 0.0000 0.0000 0.0000 0.1006 0.0000 063-121-490 , EAST PALO ALTO T20 0.00 128,720 0 0.1982 0.0000 0.0000 0.0000 0.1982 0.0000 063-121-500 , EAST PALO ALTO T20 0.00 165,309 0 0.2546 0.0000 0.0000 0.0000 0.2546 0.0000 063-121-510 , EAST PALO ALTO T20 0.00 47,044 0 0.0724 0.0000 0.0000 0.0000 0.0724 0.0000 063-122-040 1990 BAY RD, EAST PALO ALTO T20 0.00 307,726 0 0.4739 0.0000 0.0000 0.0000 0.4739 0.0000 063-123-010 351 DEMETER ST, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-123-030 225 DEMETER ST, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-123-060 325 DEMETER ST, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-123-070 245 DEMETER ST, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-123-080 , EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-131-220 (9) 2519 PULGAS AVE, EAST PALO ALTO T20 0.00 109,030 0 0.1679 0.0000 0.0000 0.0000 0.1679 0.0000 063-131-230 , EAST PALO ALTO T20 0.00 0 1,541 0.0000 0.0024 0.0000 0.0000 0.0024 0.0000 063-131-240 1885 BAY RD, EAST PALO ALTO T20 0.00 0 1,494 0.0000 0.0023 0.0000 0.0000 0.0023 0.0000 063-131-250 1861 BAY RD, EAST PALO ALTO T20 0.00 0 2,002 0.0000 0.0031 0.0000 0.0000 0.0031 0.0000 063-131-260 1879 BAY RD, EAST PALO ALTO T20 0.00 0 3,717 0.0000 0.0057 0.0000 0.0000 0.0057 0.0000 063-131-270 1873 BAY RD, EAST PALO ALTO T20 0.00 0 702 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-131-290 140 DEMETER ST, EAST PALO ALTO A15 0.00 58,152 0 0.0896 0.0000 0.0000 0.0000 0.0896 0.0000 063-131-300 , EAST PALO ALTO T20 0.00 0 662 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-131-310 1891 BAY RD, EAST PALO ALTO T20 0.00 0 974 0.0000 0.0015 0.0000 0.0000 0.0015 0.0000 063-131-320 1847 BAY RD, EAST PALO ALTO T20 0.00 0 1,449 0.0000 0.0022 0.0000 0.0000 0.0022 0.0000 063-131-330 1851 BAY RD, EAST PALO ALTO T20 0.00 0 787 0.0000 0.0012 0.0000 0.0000 0.0012 0.0000 063-131-340 2509 PULGAS AVE, EAST PALO ALTO T20 0.00 0 1,410 0.0000 0.0022 0.0000 0.0000 0.0022 0.0000 063-132-020 151 TARA RD, EAST PALO ALTO T20 0.00 3,658 0 0.0056 0.0000 0.0000 0.0000 0.0056 0.0000 063-132-060 150 TARA RD, EAST PALO ALTO T20 0.00 21,888 0 0.0337 0.0000 0.0000 0.0000 0.0337 0.0000 063-132-090 , EAST PALO ALTO T20 0.00 2,026 0 0.0031 0.0000 0.0000 0.0000 0.0031 0.0000 063-132-110 1923 BAY RD, EAST PALO ALTO T20 0.00 0 6,455 0.0000 0.0099 0.0000 0.0000 0.0099 0.0000 063-132-120 1907 BAY RD, EAST PALO ALTO T20 0.00 0 1,039 0.0000 0.0016 0.0000 0.0000 0.0016 0.0000 063-132-130 1911 BAY RD, EAST PALO ALTO T20 0.00 0 877 0.0000 0.0013 0.0000 0.0000 0.0013 0.0000 063-132-140 1905 BAY RD, EAST PALO ALTO T20 0.00 0 2,762 0.0000 0.0043 0.0000 0.0000 0.0043 0.0000 063-132-150 2520 PULGAS AVE, EAST PALO ALTO T20 0.00 0 6,194 0.0000 0.0095 0.0000 0.0000 0.0095 0.0000 063-132-170 , EAST PALO ALTO T20 0.00 0 1,091 0.0000 0.0017 0.0000 0.0000 0.0017 0.0000 063-132-190 2532 PULGAS AVE, EAST PALO ALTO T20 0.00 20,558 0 0.0317 0.0000 0.0000 0.0000 0.0317 0.0000 063-132-210 2524 PULGAS AVE, EAST PALO ALTO T20 0.00 19,753 0 0.0304 0.0000 0.0000 0.0000 0.0304 0.0000 063-132-220 1987 BAY RD, EAST PALO ALTO T20 0.00 80,434 0 0.1239 0.0000 0.0000 0.0000 0.1239 0.0000 063-133-070 195 DEMETER ST, EAST PALO ALTO A15 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-133-080 175 DEMETER ST, EAST PALO ALTO A15 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-133-090 75 DEMETER ST, EAST PALO ALTO A15 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-133-100 215 DEMETER ST, EAST PALO ALTO A15 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-133-110 , EAST PALO ALTO A15 0.00 0 5,752 0.0000 0.0089 0.0000 0.0000 0.0089 0.0000 063-133-130 1805 BAY RD, EAST PALO ALTO A15 0.00 0 6,974 0.0000 0.0107 0.0000 0.0000 0.0107 0.0000 063-151-170 2159 POPLAR AVE, EAST PALO ALTO B13 0.00 2,927 294 0.0045 0.0005 0.0000 0.0000 0.0050 0.0000 063-151-200 1001 E BAYSHORE RD, EAST PALO ALTO B13 0.00 1,772 178 0.0027 0.0003 0.0000 0.0000 0.0030 0.0000 063-152-230 1199 E BAYSHORE RD, EAST PALO ALTO B13 0.00 5,604 565 0.0086 0.0009 0.0000 0.0000 0.0095 0.0000 063-153-010 1205 E BAYSHORE RD, EAST PALO ALTO B13 0.00 2,648 267 0.0041 0.0004 0.0000 0.0000 0.0045 0.0000 063-153-250 2119 ADDISON AVE, EAST PALO ALTO B13 0.00 2,572 260 0.0040 0.0004 0.0000 0.0000 0.0044 0.0000 063-154-200 2110 ADDISON AVE, EAST PALO ALTO B13 0.00 3,330 335 0.0051 0.0005 0.0000 0.0000 0.0056 0.0000 063-154-260 2119 OAKWOOD DR, EAST PALO ALTO B13 0.00 5,877 593 0.0091 0.0009 0.0000 0.0000 0.0100 0.0000 063-155-010 2106 OAKWOOD DR, EAST PALO ALTO E1 0.00 3,746 377 0.0058 0.0006 0.0000 0.0000 0.0063 0.0000 063-155-180 2123 DUMBARTON AVE, EAST PALO ALTO E1 0.00 2,453 247 0.0038 0.0004 0.0000 0.0000 0.0042 0.0000 063-155-190 2109 DUMBARTON AVE, EAST PALO ALTO E1 0.00 3,741 377 0.0058 0.0006 0.0000 0.0000 0.0063 0.0000 063-181-010 2110 DUMBARTON AVE, EAST PALO ALTO E1 0.00 4,704 474 0.0072 0.0007 0.0000 0.0000 0.0080 0.0000 063-181-220 2111 LINCOLN ST, EAST PALO ALTO E1 0.00 2,659 268 0.0041 0.0004 0.0000 0.0000 0.0045 0.0000 Appendix C: Table 5
Scenario 2: 2035 Proposed Additional Sanitary Sewer Flows 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 1 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 274
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 5
Scenario 2: 2035 Proposed Additional Sanitary Sewer Flows 063-181-230 2097 LINCOLN ST, EAST PALO ALTO E1 0.00 2,487 250 0.0038 0.0004 0.0000 0.0000 0.0042 0.0000 063-181-240 1385 E BAYSHORE RD, EAST PALO ALTO E1 0.00 2,232 225 0.0034 0.0003 0.0000 0.0000 0.0038 0.0000 063-183-010 2088 LINCOLN ST, EAST PALO ALTO E2 0.00 2,475 249 0.0038 0.0004 0.0000 0.0000 0.0042 0.0000 063-183-070 2045 GLEN WAY, EAST PALO ALTO E2 0.00 3,893 392 0.0060 0.0006 0.0000 0.0000 0.0066 0.0000 063-183-080 1441 E BAYSHORE RD, EAST PALO ALTO E2 0.00 5,171 521 0.0080 0.0008 0.0000 0.0000 0.0088 0.0000 063-183-090 , EAST PALO ALTO E2 0.00 1,898 192 0.0029 0.0003 0.0000 0.0000 0.0032 0.0000 063-183-110 1401 E BAYSHORE RD 2, EAST PALO ALTO E2 0.00 4,512 456 0.0069 0.0007 0.0000 0.0000 0.0076 0.0000 063-184-010 1475 E BAYSHORE RD, EAST PALO ALTO E2 0.00 5,053 510 0.0078 0.0008 0.0000 0.0000 0.0086 0.0000 063-184-020 2056 GLEN WAY, EAST PALO ALTO E2 0.00 4,526 457 0.0070 0.0007 0.0000 0.0000 0.0077 0.0000 063-184-030 2070 GLEN WAY, EAST PALO ALTO E2 0.00 3,872 391 0.0060 0.0006 0.0000 0.0000 0.0066 0.0000 063-184-040 2080 GLEN WAY, EAST PALO ALTO E2 0.00 4,205 425 0.0065 0.0007 0.0000 0.0000 0.0071 0.0000 063-201-080 566 SACRAMENTO ST, EAST PALO ALTO H3 0.00 0 226 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-201-090 576 SACRAMENTO ST, EAST PALO ALTO H3 0.00 8,208 1,399 0.0126 0.0022 0.0000 0.0000 0.0148 0.0000 063-201-220 2337 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 4,963 846 0.0076 0.0013 0.0000 0.0000 0.0089 0.0000 063-201-240 2343 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 5,291 901 0.0081 0.0014 0.0000 0.0000 0.0095 0.0000 063-201-250 RUNNYMEDE ST, EAST PALO ALTO H3 0.00 13,215 2,253 0.0204 0.0035 0.0000 0.0000 0.0238 0.0000 063-201-260 RUNNYMEDE ST, EAST PALO ALTO H3 0.00 4,294 732 0.0066 0.0011 0.0000 0.0000 0.0077 0.0000 063-201-270 578 SACRAMENTO ST, EAST PALO ALTO H3 0.00 5,552 946 0.0085 0.0015 0.0000 0.0000 0.0100 0.0000 063-201-290 (9) 2331 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 17,156 2,925 0.0264 0.0045 0.0000 0.0000 0.0309 0.0000 063-202-080 556 WEEKS ST, EAST PALO ALTO H3 0.00 0 209 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-202-090 564 WEEKS ST, EAST PALO ALTO H3 0.00 0 207 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-202-100 566 WEEKS ST, EAST PALO ALTO H3 0.00 0 202 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-202-160 561 SACRAMENTO ST, EAST PALO ALTO H3 0.00 19,722 3,362 0.0304 0.0052 0.0000 0.0000 0.0355 0.0000 063-202-280 2361-2369 UNIVERSITY AVE 101-308, EAST PALO ALTOH3 0.00 38,578 6,578 0.0594 0.0101 0.0000 0.0000 0.0695 0.0000 063-203-160 2387 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 5,966 941 0.0092 0.0014 0.0000 0.0000 0.0106 0.0000 063-203-170 2381 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 7,948 1,254 0.0122 0.0019 0.0000 0.0000 0.0142 0.0000 063-203-180 2373 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 9,746 1,538 0.0150 0.0024 0.0000 0.0000 0.0174 0.0000 063-203-200 593 WEEKS ST, EAST PALO ALTO H3 0.00 11,542 1,822 0.0178 0.0028 0.0000 0.0000 0.0206 0.0000 063-203-210 585 WEEKS ST, EAST PALO ALTO H3 0.00 7,994 1,262 0.0123 0.0019 0.0000 0.0000 0.0143 0.0000 063-203-220 579 WEEKS ST, EAST PALO ALTO H3 0.00 0 176 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-203-230 563 WEEKS ST, EAST PALO ALTO H3 0.00 0 529 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-203-240 549 WEEKS ST, EAST PALO ALTO H3 0.00 0 177 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-203-250 541 WEEKS ST, EAST PALO ALTO H3 0.00 0 173 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-203-260 533 WEEKS ST, EAST PALO ALTO H3 0.00 0 169 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-203-270 , EAST PALO ALTO H3 0.00 0 161 0.0000 0.0002 0.0000 0.0000 0.0002 0.0000 063-203-300 2395 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 9,634 1,518 0.0148 0.0023 0.0000 0.0000 0.0172 0.0000 063-203-310 2371 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 3,647 575 0.0056 0.0009 0.0000 0.0000 0.0065 0.0000 063-203-320 1586 BAY RD, EAST PALO ALTO A15 0.00 9,637 1,521 0.0148 0.0023 0.0000 0.0000 0.0172 0.0000 063-203-330 1590 BAY RD, EAST PALO ALTO A15 0.00 15,083 2,382 0.0232 0.0037 0.0000 0.0000 0.0269 0.0000 063-203-340 2387 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 10,835 1,710 0.0167 0.0026 0.0000 0.0000 0.0193 0.0000 063-203-350 1574 BAY RD, EAST PALO ALTO A15 0.00 0 367 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-203-360 1546 BAY RD, EAST PALO ALTO A15 0.00 0 336 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-203-370 1508 BAY RD, EAST PALO ALTO H3 0.00 0 554 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-203-380 , NO DATA A15 0.00 0 260 0.0000 0.0004 0.0000 0.0000 0.0004 0.0000 063-203-390 1518 BAY RD, EAST PALO ALTO H3 0.00 0 723 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-203-400 1560 BAY RD, EAST PALO ALTO A15 0.00 0 321 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-203-410 1568 BAY RD, EAST PALO ALTO A15 0.00 0 339 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-203-430 1530 BAY RD, EAST PALO ALTO A15 0.00 0 342 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-203-440 1554 BAY RD, EAST PALO ALTO A15 0.00 0 296 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-203-450 1538 BAY RD, EAST PALO ALTO A15 0.00 0 306 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-210-310 2346 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 7,834 1,335 0.0121 0.0021 0.0000 0.0000 0.0141 0.0000 063-210-340 2369 COOLEY AVE, EAST PALO ALTO H3 0.00 0 511 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-210-350 2365 COOLEY AVE, EAST PALO ALTO H3 0.00 0 530 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-210-360 2300 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 7,626 1,300 0.0117 0.0020 0.0000 0.0000 0.0137 0.0000 063-210-380 2354 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 6,547 1,116 0.0101 0.0017 0.0000 0.0000 0.0118 0.0000 063-210-410 2371 COOLEY AVE, EAST PALO ALTO H3 0.00 4,227 720 0.0065 0.0011 0.0000 0.0000 0.0076 0.0000 063-210-450 2377 COOLEY AVE, EAST PALO ALTO H3 0.00 3,256 554 0.0050 0.0009 0.0000 0.0000 0.0059 0.0000 063-210-460 2396 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 12,904 2,037 0.0199 0.0031 0.0000 0.0000 0.0230 0.0000 063-210-470 633 RUNNYMEDE ST, EAST PALO ALTO H3 0.00 4,255 725 0.0066 0.0011 0.0000 0.0000 0.0077 0.0000 063-210-480 2361 COOLEY AVE, EAST PALO ALTO H3 0.00 0 680 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-210-490 2355 COOLEY AVE, EAST PALO ALTO H3 0.00 0 713 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-210-520 2338 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 8,248 1,406 0.0127 0.0022 0.0000 0.0000 0.0149 0.0000 063-210-610 661 RUNNYMEDE ST, EAST PALO ALTO H3 0.00 8,830 1,505 0.0136 0.0023 0.0000 0.0000 0.0159 0.0000 063-210-630 2358 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 6,658 1,135 0.0103 0.0017 0.0000 0.0000 0.0120 0.0000 063-221-010 , EAST PALO ALTO A15 0.00 13,667 2,159 0.0210 0.0033 0.0000 0.0000 0.0244 0.0000 063-221-020 1620 BAY RD, EAST PALO ALTO A15 0.00 22,759 3,594 0.0350 0.0055 0.0000 0.0000 0.0406 0.0000 063-221-030 , EAST PALO ALTO A15 0.00 6,805 1,074 0.0105 0.0017 0.0000 0.0000 0.0121 0.0000 063-221-040 1640 BAY RD, EAST PALO ALTO A15 0.00 35,707 5,630 0.0550 0.0087 0.0000 0.0000 0.0637 0.0000 063-221-050 1650 BAY RD, EAST PALO ALTO A15 0.00 9,959 1,569 0.0153 0.0024 0.0000 0.0000 0.0178 0.0000 063-221-060 1660 BAY RD, EAST PALO ALTO A15 0.00 22,848 3,591 0.0352 0.0055 0.0000 0.0000 0.0407 0.0000 063-221-070 1670 BAY RD, EAST PALO ALTO A15 0.00 21,219 3,337 0.0327 0.0051 0.0000 0.0000 0.0378 0.0000 063-221-100 1760 BAY RD, EAST PALO ALTO A15 0.00 57,125 8,982 0.0880 0.0138 0.0000 0.0000 0.1018 0.0000 063-221-110 1796 BAY RD, EAST PALO ALTO A15 0.00 56,083 8,857 0.0864 0.0136 0.0000 0.0000 0.1000 0.0000 063-221-140 2397 CLARKE AVE, EAST PALO ALTO T20 0.00 6,692 1,053 0.0103 0.0016 0.0000 0.0000 0.0119 0.0000 063-221-150 2387 CLARKE AVE, EAST PALO ALTO T20 0.00 7,291 1,147 0.0112 0.0018 0.0000 0.0000 0.0130 0.0000 063-221-160 2377 CLARKE AVE, EAST PALO ALTO T20 0.00 7,999 1,259 0.0123 0.0019 0.0000 0.0000 0.0143 0.0000 063-221-170 2373 CLARKE AVE, EAST PALO ALTO T20 0.00 7,240 1,142 0.0111 0.0018 0.0000 0.0000 0.0129 0.0000 063-221-180 2371 CLARKE AVE, EAST PALO ALTO T20 0.00 0 576 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-221-190 2369 CLARKE AVE, EAST PALO ALTO T20 0.00 0 633 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-221-200 891 WEEKS ST, EAST PALO ALTO T20 0.00 0 1,234 0.0000 0.0019 0.0000 0.0000 0.0019 0.0000 063-221-210 871 WEEKS ST, EAST PALO ALTO T20 0.00 0 561 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 2 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 275
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 5
Scenario 2: 2035 Proposed Additional Sanitary Sewer Flows 063-221-220 867 WEEKS ST, EAST PALO ALTO T20 0.00 0 799 0.0000 0.0012 0.0000 0.0000 0.0012 0.0000 063-221-230 865 WEEKS ST, EAST PALO ALTO T20 0.00 0 826 0.0000 0.0013 0.0000 0.0000 0.0013 0.0000 063-221-240 , NO DATA T20 0.00 0 2,813 0.0000 0.0043 0.0000 0.0000 0.0043 0.0000 063-221-250 831 WEEKS ST, EAST PALO ALTO T20 0.00 0 818 0.0000 0.0013 0.0000 0.0000 0.0013 0.0000 063-221-260 819 JAMIE LN, EAST PALO ALTO T20 0.00 0 492 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-221-270 823 JAMIE LN, EAST PALO ALTO T20 0.00 0 648 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-221-280 827 JAMIE LN, EAST PALO ALTO T20 0.00 0 835 0.0000 0.0013 0.0000 0.0000 0.0013 0.0000 063-221-290 811 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 506 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-221-300 813 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 428 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-310 815 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 462 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-320 817 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 468 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-340 801 WEEKS ST, EAST PALO ALTO T20 0.00 0 470 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-350 803 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 474 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-360 805 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 397 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-221-370 807 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 491 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-221-380 809 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 458 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-390 791 WEEKS ST, EAST PALO ALTO T20 0.00 0 3,813 0.0000 0.0059 0.0000 0.0000 0.0059 0.0000 063-221-410 731 WEEKS ST, EAST PALO ALTO T20 0.00 0 1,302 0.0000 0.0020 0.0000 0.0000 0.0020 0.0000 063-221-420 717 WEEKS ST, EAST PALO ALTO T20 0.00 0 957 0.0000 0.0015 0.0000 0.0000 0.0015 0.0000 063-221-430 2360 COOLEY AVE, EAST PALO ALTO H3 0.00 0 619 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-221-440 2362-2362 COOLEY AVE, EAST PALO ALTO H3 0.00 0 583 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-221-450 2364 COOLEY AVE, EAST PALO ALTO H3 0.00 0 681 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-221-460 2370 COOLEY AVE, EAST PALO ALTO H3 0.00 36,440 5,720 0.0561 0.0088 0.0000 0.0000 0.0649 0.0000 063-221-480 2380 COOLEY AVE, EAST PALO ALTO H3 0.00 22,962 3,614 0.0354 0.0056 0.0000 0.0000 0.0409 0.0000 063-221-490 , EAST PALO ALTO A15 0.00 16,498 2,606 0.0254 0.0040 0.0000 0.0000 0.0294 0.0000 063-221-500 863 WEEKS ST, EAST PALO ALTO T20 0.00 0 561 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-221-510 761 WEEKS ST, EAST PALO ALTO T20 0.00 0 742 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-221-520 767 CAROLE CT, EAST PALO ALTO T20 0.00 0 621 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-221-530 773 CAROLE CT, EAST PALO ALTO T20 0.00 0 563 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-221-540 779 CAROLE CT, EAST PALO ALTO T20 0.00 0 551 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-221-550 785 CAROLE CT, EAST PALO ALTO T20 0.00 0 565 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-221-560 1794 BAY RD, EAST PALO ALTO A15 0.00 11,434 1,805 0.0176 0.0028 0.0000 0.0000 0.0204 0.0000 063-221-570 , EAST PALO ALTO H3 0.00 3,267 516 0.0050 0.0008 0.0000 0.0000 0.0058 0.0000 063-221-580 , EAST PALO ALTO H3 0.00 1,416 224 0.0022 0.0003 0.0000 0.0000 0.0025 0.0000 063-221-590 1730 BAY RD, EAST PALO ALTO A15 0.00 86,607 13,614 0.1334 0.0210 0.0000 0.0000 0.1543 0.0000 063-231-210 2495 PULGAS AVE, EAST PALO ALTO T20 0.00 0 2,102 0.0000 0.0032 0.0000 0.0000 0.0032 0.0000 063-231-220 1800 BAY RD, EAST PALO ALTO A15 0.00 0 1,129 0.0000 0.0017 0.0000 0.0000 0.0017 0.0000 063-231-230 1890 BAY RD, EAST PALO ALTO T20 0.00 0 718 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-231-240 1804 BAY RD, EAST PALO ALTO A15 0.00 0 4,509 0.0000 0.0069 0.0000 0.0000 0.0069 0.0000 063-231-250 1798 BAY RD, EAST PALO ALTO A15 0.00 0 6,882 0.0000 0.0106 0.0000 0.0000 0.0106 0.0000 063-231-260 1836 BAY RD, EAST PALO ALTO T20 0.00 0 7,149 0.0000 0.0110 0.0000 0.0000 0.0110 0.0000 063-231-270 1894 BAY RD, EAST PALO ALTO T20 0.00 0 484 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-231-280 1896 BAY RD, EAST PALO ALTO T20 0.00 0 484 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-231-300 , EAST PALO ALTO T20 0.00 0 1,240 0.0000 0.0019 0.0000 0.0000 0.0019 0.0000 063-232-090 1003 WEEKS ST, EAST PALO ALTO T20 0.00 0 2,488 0.0000 0.0038 0.0000 0.0000 0.0038 0.0000 063-232-150 2421 PULGAS AVE, EAST PALO ALTO T20 0.00 0 3,299 0.0000 0.0051 0.0000 0.0000 0.0051 0.0000 063-232-160 2447 PULGAS AVE, EAST PALO ALTO T20 0.00 0 1,387 0.0000 0.0021 0.0000 0.0000 0.0021 0.0000 063-232-200 2373 CLARKE AVE, EAST PALO ALTO T20 0.00 13,339 2,106 0.0205 0.0032 0.0000 0.0000 0.0238 0.0000 063-232-210 (9) WEEKS ST, EAST PALO ALTO T20 0.00 0 11,564 0.0000 0.0178 0.0000 0.0000 0.0178 0.0000 063-232-220 (9) WEEKS ST, EAST PALO ALTO T20 0.00 0 6,560 0.0000 0.0101 0.0000 0.0000 0.0101 0.0000 063-232-230 (9) WEEKS ST, EAST PALO ALTO T20 0.00 0 9,065 0.0000 0.0140 0.0000 0.0000 0.0140 0.0000 063-232-240 1045 WEEKS ST, EAST PALO ALTO T20 0.00 0 4,217 0.0000 0.0065 0.0000 0.0000 0.0065 0.0000 063-232-250 1085 WEEKS ST, EAST PALO ALTO T20 0.00 0 461 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-232-260 1001 WEEKS ST, EAST PALO ALTO T20 0.00 0 1,504 0.0000 0.0023 0.0000 0.0000 0.0023 0.0000 063-232-300 1095 WEEKS ST, EAST PALO ALTO T20 0.00 0 890 0.0000 0.0014 0.0000 0.0000 0.0014 0.0000 063-232-310 2368 CLARKE AVE, EAST PALO ALTO T20 0.00 8,711 1,375 0.0134 0.0021 0.0000 0.0000 0.0155 0.0000 063-232-340 2386 CLARKE AVE, EAST PALO ALTO T20 0.00 9,746 1,538 0.0150 0.0024 0.0000 0.0000 0.0174 0.0000 063-232-350 901 WEEKS ST, EAST PALO ALTO T20 0.00 24,865 3,927 0.0383 0.0060 0.0000 0.0000 0.0443 0.0000 063-240-210 NO DATA, EAST PALO ALTO T20 0.00 10,716 0 0.0165 0.0000 0.0000 0.0000 0.0165 0.0000 063-240-220 NO DATA, EAST PALO ALTO T20 0.00 10,237 0 0.0158 0.0000 0.0000 0.0000 0.0158 0.0000 063-240-270 NO DATA, EAST PALO ALTO T20 0.00 0 746 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-240-310 NO DATA, EAST PALO ALTO T20 0.00 0 11,779 0.0000 0.0181 0.0000 0.0000 0.0181 0.0000 063-240-320 1950 BAY RD, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-240-330 BAY RD, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-240-350 NO DATA, EAST PALO ALTO T20 0.00 1,416 0 0.0022 0.0000 0.0000 0.0000 0.0022 0.0000 063-240-360 NO DATA, EAST PALO ALTO T20 0.00 0 676 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-240-370 NO DATA, EAST PALO ALTO T20 0.00 0 766 0.0000 0.0012 0.0000 0.0000 0.0012 0.0000 063-240-380 NO DATA, EAST PALO ALTO T20 0.00 0 5,853 0.0000 0.0090 0.0000 0.0000 0.0090 0.0000 063-240-390 NO DATA, EAST PALO ALTO T20 0.00 0 3,986 0.0000 0.0061 0.0000 0.0000 0.0061 0.0000 063-240-420 NO DATA, EAST PALO ALTO T20 0.00 183,315 0 0.2823 0.0000 0.0000 0.0000 0.2823 0.0000 063-240-440 NO DATA, EAST PALO ALTO T20 0.00 1,590 0 0.0024 0.0000 0.0000 0.0000 0.0024 0.0000 063-240-460 NO DATA, EAST PALO ALTO T20 0.00 0 7,694 0.0000 0.0118 0.0000 0.0000 0.0118 0.0000 063-253-320 (9) NO DATA, EAST PALO ALTO T20 0.00 0 2,068 0.0000 0.0032 0.0000 0.0000 0.0032 0.0000 063-271-070 1275 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 5,368 0.0000 0.0083 0.0000 0.0000 0.0083 0.0000 063-271-090 (9) 1201 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 4,006 0.0000 0.0062 0.0000 0.0000 0.0062 0.0000 063-271-370 1171 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 3,850 0.0000 0.0059 0.0000 0.0000 0.0059 0.0000 063-271-410 NO DATA, EAST PALO ALTO T20 0.00 2,438 0 0.0038 0.0000 0.0000 0.0000 0.0038 0.0000 063-271-420 NO DATA, EAST PALO ALTO T20 0.00 3,462 0 0.0053 0.0000 0.0000 0.0000 0.0053 0.0000 063-271-440 1191 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 635 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-271-450 1200 WEEKS ST, EAST PALO ALTO T20 0.00 0 3,212 0.0000 0.0049 0.0000 0.0000 0.0049 0.0000 063-271-470 1249 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 941 0.0000 0.0014 0.0000 0.0000 0.0014 0.0000 063-271-480 , EAST PALO ALTO T20 0.00 45,961 0 0.0708 0.0000 0.0000 0.0000 0.0708 0.0000 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 3 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 276
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 5
Scenario 2: 2035 Proposed Additional Sanitary Sewer Flows 063-271-490 NO DATA, EAST PALO ALTO T20 0.00 59,285 0 0.0913 0.0000 0.0000 0.0000 0.0913 0.0000 063-271-500 1269 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 1,001 0.0000 0.0015 0.0000 0.0000 0.0015 0.0000 063-271-510 1265 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 644 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-271-520 1261 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 653 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-271-530 1257 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 653 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-271-540 NO DATA, EAST PALO ALTO T20 0.00 6,054 0 0.0093 0.0000 0.0000 0.0000 0.0093 0.0000 063-271-550 NO DATA, EAST PALO ALTO T20 0.00 2,482 0 0.0038 0.0000 0.0000 0.0000 0.0038 0.0000 063-271-560 NO DATA, EAST PALO ALTO T20 0.00 2,482 0 0.0038 0.0000 0.0000 0.0000 0.0038 0.0000 063-271-570 NO DATA, EAST PALO ALTO T29 0.00 2,504 0 0.0039 0.0000 0.0000 0.0000 0.0039 0.0000 063-281-020 (9) 2021 EUCLID AVE E2 0.00 0 5,284 0.0000 0.0081 0.0000 0.0000 0.0081 0.0000 063-281-030 (9) 2025 EUCLID AVE E2 0.00 0 4,304 0.0000 0.0066 0.0000 0.0000 0.0066 0.0000 063-281-040 (9) 2031 EUCLID AVE E2 0.00 0 7,209 0.0000 0.0111 0.0000 0.0000 0.0111 0.0000 063-281-100 (9) 2043 EUCLID AVE E2 0.00 0 4,304 0.0000 0.0066 0.0000 0.0000 0.0066 0.0000 063-281-110 (9) 2041 EUCLID AVE E2 0.00 0 4,164 0.0000 0.0064 0.0000 0.0000 0.0064 0.0000 063-282-010 (9) 501 O'CONNOR STREET E2 0.00 0 11,339 0.0000 0.0175 0.0000 0.0000 0.0175 0.0000 063-282-020 (9) 2012 EUCLID AVE E2 0.00 0 11,864 0.0000 0.0183 0.0000 0.0000 0.0183 0.0000 063-282-030 (9) 2032 EUCLID AVE E2 0.00 0 5,669 0.0000 0.0087 0.0000 0.0000 0.0087 0.0000 063-282-040 (9) 2036 EUCLID AVE E2 0.00 0 5,389 0.0000 0.0083 0.0000 0.0000 0.0083 0.0000 063-282-050 (9) 2040/2042 EUCLID AVE E2 0.00 0 4,899 0.0000 0.0075 0.0000 0.0000 0.0075 0.0000 063-282-060 (9) 2044 EUCLID AVE E2 0.00 0 6,194 0.0000 0.0095 0.0000 0.0000 0.0095 0.0000 063-282-070 (9) 2054 EUCLID AVE E2 0.00 0 8,434 0.0000 0.0130 0.0000 0.0000 0.0130 0.0000 063-282-080 (9) 2033 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 17,842 0.0000 0.0275 0.0000 0.0000 0.0275 0.0000 063-282-090 (9) 2001 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 24,198 0.0000 0.0373 0.0000 0.0000 0.0373 0.0000 063-291-010 1489 E BAYSHORE RD, EAST PALO ALTO E2 0.00 9,782 987 0.0151 0.0015 0.0000 0.0000 0.0166 0.0000 063-292-180 2101 UNIVERSITY AVE, EAST PALO ALTO E2 0.00 17,858 2,819 0.0275 0.0043 0.0000 0.0000 0.0318 0.0000 063-292-370 (9) 2117 UNIVERSITY AVE, EAST PALO ALTO E2 0.00 41,772 6,593 0.0643 0.0102 0.0000 0.0000 0.0745 0.0000 063-292-380 2160 EUCLID AVE, EAST PALO ALTO E1 0.00 217,234 85,973 0.3345 0.1324 0.0000 0.0000 0.4669 0.0000 063-302-170 2283 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 9,102 1,551 0.0140 0.0024 0.0000 0.0000 0.0164 0.0000 063-302-180 2281 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 7,996 1,363 0.0123 0.0021 0.0000 0.0000 0.0144 0.0000 063-302-210 2263 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 17,652 3,010 0.0272 0.0046 0.0000 0.0000 0.0318 0.0000 063-302-220 2253 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 7,982 1,360 0.0123 0.0021 0.0000 0.0000 0.0144 0.0000 063-302-230 2247 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 11,257 1,919 0.0173 0.0030 0.0000 0.0000 0.0203 0.0000 063-302-280 575A BELL ST, EAST PALO ALTO E1 0.00 7,475 1,274 0.0115 0.0020 0.0000 0.0000 0.0135 0.0000 063-302-290 565 BELL ST, EAST PALO ALTO E1 0.00 7,241 1,234 0.0112 0.0019 0.0000 0.0000 0.0131 0.0000 063-302-330 2201 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 53,811 9,176 0.0829 0.0141 0.0000 0.0000 0.0970 0.0000 063-302-340 584 RUNNYMEDE ST, EAST PALO ALTO E1 0.00 14,887 2,538 0.0229 0.0039 0.0000 0.0000 0.0268 0.0000 063-302-460 2277 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 13,568 2,313 0.0209 0.0036 0.0000 0.0000 0.0245 0.0000 063-302-470 2279 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 8,787 1,498 0.0135 0.0023 0.0000 0.0000 0.0158 0.0000 063-312-400 (9) , NO DATA E1 0.00 22,555 0 0.0347 0.0000 0.0000 0.0000 0.0347 0.0000 063-321-050 2124 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 10,642 1,814 0.0164 0.0028 0.0000 0.0000 0.0192 0.0000 063-321-060 2126 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 8,711 1,485 0.0134 0.0023 0.0000 0.0000 0.0157 0.0000 063-321-070 , EAST PALO ALTO E1 0.00 1,984 338 0.0031 0.0005 0.0000 0.0000 0.0036 0.0000 063-321-080 2142 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 7,127 1,215 0.0110 0.0019 0.0000 0.0000 0.0128 0.0000 063-321-100 2160 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 13,971 2,381 0.0215 0.0037 0.0000 0.0000 0.0252 0.0000 063-321-110 2164 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,771 1,154 0.0104 0.0018 0.0000 0.0000 0.0122 0.0000 063-321-120 2166 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,660 1,135 0.0103 0.0017 0.0000 0.0000 0.0120 0.0000 063-321-130 2172 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,659 1,135 0.0103 0.0017 0.0000 0.0000 0.0120 0.0000 063-321-140 2178 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,370 1,085 0.0098 0.0017 0.0000 0.0000 0.0115 0.0000 063-321-180 612 BELL ST, EAST PALO ALTO E1 0.00 4,281 729 0.0066 0.0011 0.0000 0.0000 0.0077 0.0000 063-321-190 616 BELL ST, EAST PALO ALTO E1 0.00 4,547 775 0.0070 0.0012 0.0000 0.0000 0.0082 0.0000 063-321-200 644 BELL ST, EAST PALO ALTO E1 0.00 5,728 976 0.0088 0.0015 0.0000 0.0000 0.0103 0.0000 063-321-210 2189 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,401 920 0.0083 0.0014 0.0000 0.0000 0.0097 0.0000 063-321-220 2187 CAPITOL AVE, EAST PALO ALTO E1 0.00 4,431 755 0.0068 0.0012 0.0000 0.0000 0.0080 0.0000 063-321-230 2181 CAPITOL AVE, EAST PALO ALTO E1 0.00 6,625 1,129 0.0102 0.0017 0.0000 0.0000 0.0119 0.0000 063-321-240 2171 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,775 984 0.0089 0.0015 0.0000 0.0000 0.0104 0.0000 063-321-250 2165 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,589 952 0.0086 0.0015 0.0000 0.0000 0.0101 0.0000 063-321-260 2161 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,778 985 0.0089 0.0015 0.0000 0.0000 0.0104 0.0000 063-321-270 2157 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,849 997 0.0090 0.0015 0.0000 0.0000 0.0105 0.0000 063-321-280 2153 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,681 968 0.0087 0.0015 0.0000 0.0000 0.0102 0.0000 063-321-290 2149 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,920 1,009 0.0091 0.0016 0.0000 0.0000 0.0107 0.0000 063-321-300 2145 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,987 1,020 0.0092 0.0016 0.0000 0.0000 0.0108 0.0000 063-321-310 2141 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,900 1,005 0.0091 0.0015 0.0000 0.0000 0.0106 0.0000 063-321-320 2133 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,668 966 0.0087 0.0015 0.0000 0.0000 0.0102 0.0000 063-321-330 2129 CAPITOL AVE, EAST PALO ALTO E1 0.00 4,006 682 0.0062 0.0011 0.0000 0.0000 0.0072 0.0000 063-321-400 2194 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 16,236 2,768 0.0250 0.0043 0.0000 0.0000 0.0293 0.0000 063-321-410 2148 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 9,619 1,640 0.0148 0.0025 0.0000 0.0000 0.0173 0.0000 063-321-420 (9) , NO DATA E1 0.00 107,404 0 0.1654 0.0000 0.0000 0.0000 0.1654 0.0000 063-322-040 2124 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 348 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-322-050 2132 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 378 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-322-060 2134 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 349 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-322-070 2138 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 348 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-322-080 2142 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 344 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-322-090 2144 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 362 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-322-100 2154 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 433 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-322-110 2162 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 476 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-322-130 2184 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 424 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-322-140 2194 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 537 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-322-150 2198 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 296 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-322-160 660 BELL ST, EAST PALO ALTO E1 0.00 0 285 0.0000 0.0004 0.0000 0.0000 0.0004 0.0000 063-322-340 2169 COOLEY AVE, EAST PALO ALTO E1 0.00 0 1,507 0.0000 0.0023 0.0000 0.0000 0.0023 0.0000 063-322-410 (9) , NO DATA E1 0.00 11,099 0 0.0171 0.0000 0.0000 0.0000 0.0171 0.0000 063-322-500 2159 COOLEY AVE, EAST PALO ALTO E1 0.00 0 493 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 4 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 277
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 5
Scenario 2: 2035 Proposed Additional Sanitary Sewer Flows 063-322-560 (9) DONOHOE ST, EAST PALO ALTO E1 0.00 46,919 0 0.0723 0.0000 0.0000 0.0000 0.0723 0.0000 063-322-580 2118 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 359 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-331-030 2212 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 7,655 1,305 0.0118 0.0020 0.0000 0.0000 0.0138 0.0000 063-331-060 2242 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,117 1,042 0.0094 0.0016 0.0000 0.0000 0.0110 0.0000 063-331-070 2248 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,104 1,040 0.0094 0.0016 0.0000 0.0000 0.0110 0.0000 063-331-080 2252 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,091 1,038 0.0094 0.0016 0.0000 0.0000 0.0110 0.0000 063-331-090 2264 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,077 1,035 0.0094 0.0016 0.0000 0.0000 0.0110 0.0000 063-331-100 2268 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,064 1,033 0.0093 0.0016 0.0000 0.0000 0.0109 0.0000 063-331-110 2272 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,051 1,031 0.0093 0.0016 0.0000 0.0000 0.0109 0.0000 063-331-120 2274 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 8,186 1,395 0.0126 0.0021 0.0000 0.0000 0.0148 0.0000 063-331-130 2276 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 5,448 928 0.0084 0.0014 0.0000 0.0000 0.0098 0.0000 063-331-140 2280 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 5,442 927 0.0084 0.0014 0.0000 0.0000 0.0098 0.0000 063-331-150 2284 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 5,435 926 0.0084 0.0014 0.0000 0.0000 0.0098 0.0000 063-331-190 2291 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,554 946 0.0086 0.0015 0.0000 0.0000 0.0100 0.0000 063-331-200 2287 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,591 953 0.0086 0.0015 0.0000 0.0000 0.0101 0.0000 063-331-210 2285 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,628 959 0.0087 0.0015 0.0000 0.0000 0.0101 0.0000 063-331-220 2277 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,332 908 0.0082 0.0014 0.0000 0.0000 0.0096 0.0000 063-331-230 2267 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,119 872 0.0079 0.0013 0.0000 0.0000 0.0092 0.0000 063-331-240 2263 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,148 877 0.0079 0.0014 0.0000 0.0000 0.0093 0.0000 063-331-250 2255 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,178 882 0.0080 0.0014 0.0000 0.0000 0.0093 0.0000 063-331-260 2251 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,207 887 0.0080 0.0014 0.0000 0.0000 0.0094 0.0000 063-331-270 2249 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,237 892 0.0081 0.0014 0.0000 0.0000 0.0094 0.0000 063-331-280 2245 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,266 897 0.0081 0.0014 0.0000 0.0000 0.0095 0.0000 063-331-290 2239 CAPITOL AVE, EAST PALO ALTO E1 0.00 6,725 1,146 0.0104 0.0018 0.0000 0.0000 0.0121 0.0000 063-331-300 2233 CAPITOL AVE, EAST PALO ALTO E1 0.00 6,807 1,160 0.0105 0.0018 0.0000 0.0000 0.0123 0.0000 063-331-310 2227 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,529 942 0.0085 0.0015 0.0000 0.0000 0.0100 0.0000 063-331-320 2219 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,464 931 0.0084 0.0014 0.0000 0.0000 0.0098 0.0000 063-331-330 2217 CAPITOL AVE, EAST PALO ALTO E1 0.00 4,463 760 0.0069 0.0012 0.0000 0.0000 0.0080 0.0000 063-331-340 2205 CAPITOL AVE, EAST PALO ALTO E1 0.00 6,150 1,048 0.0095 0.0016 0.0000 0.0000 0.0111 0.0000 063-331-350 643 BELL ST, EAST PALO ALTO E1 0.00 5,923 1,009 0.0091 0.0016 0.0000 0.0000 0.0107 0.0000 063-331-370 2200 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 15,311 2,610 0.0236 0.0040 0.0000 0.0000 0.0276 0.0000 063-331-380 2240 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 9,055 1,543 0.0139 0.0024 0.0000 0.0000 0.0163 0.0000 063-331-410 2220 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 16,705 2,843 0.0257 0.0044 0.0000 0.0000 0.0301 0.0000 063-442-360 (9) 330 DONOHOE ST, EAST PALO ALTO E2 0.00 0 4,212 0.0000 0.0065 0.0000 0.0000 0.0065 0.0000 063-473-150 (9) 1995 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 711 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-473-160 (9) 1991 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 1,616 0.0000 0.0025 0.0000 0.0000 0.0025 0.0000 063-473-170 (9) 1965 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 1,193 0.0000 0.0018 0.0000 0.0000 0.0018 0.0000 063-473-180 (9) 1955 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 1,434 0.0000 0.0022 0.0000 0.0000 0.0022 0.0000 063-473-190 (9) 1919 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 1,948 0.0000 0.0030 0.0000 0.0000 0.0030 0.0000 063-473-200 (9) 1901 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 2,488 0.0000 0.0038 0.0000 0.0000 0.0038 0.0000 063-481-010 1699 WOODLAND AVE, EAST PALO ALTO E2 0.00 0 366 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-020 1681 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 344 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-481-030 1671 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 359 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-040 1669 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 395 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-050 1651 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 530 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-481-060 1643 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 402 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-070 1637 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 422 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-080 1629 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 383 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-090 1621 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 362 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-100 644 SCOFIELD AVE, EAST PALO ALTO I12 0.00 0 462 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-110 652 SCOFIELD AVE, EAST PALO ALTO I12 0.00 0 321 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-481-120 660 SCOFIELD AVE, EAST PALO ALTO I12 0.00 0 395 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-130 610 CIRCLE DR, EAST PALO ALTO I12 0.00 0 395 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-140 620 CIRCLE DR, EAST PALO ALTO I12 0.00 0 414 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-150 630 CIRCLE DR, EAST PALO ALTO I12 0.00 0 386 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-160 640 CIRCLE DR, EAST PALO ALTO I12 0.00 0 398 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-170 650 CIRCLE DR, EAST PALO ALTO I12 0.00 0 460 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-180 1917 COOLEY AVE, EAST PALO ALTO I12 0.00 0 469 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-190 1909 COOLEY AVE, EAST PALO ALTO I12 0.00 0 456 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-210 1901 COOLEY AVE, EAST PALO ALTO I12 0.00 0 440 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-220 1905 COOLEY AVE, EAST PALO ALTO I12 0.00 0 406 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-482-010 641 CIRCLE DR, EAST PALO ALTO I12 0.00 0 321 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-482-020 621 CIRCLE DR, EAST PALO ALTO I12 0.00 0 358 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-482-030 611 CIRCLE DR, EAST PALO ALTO I12 0.00 0 413 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-483-030 1909 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 495 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-483-040 1943 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 1,067 0.0000 0.0016 0.0000 0.0000 0.0016 0.0000 063-483-050 1609 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 2,168 0.0000 0.0033 0.0000 0.0000 0.0033 0.0000 063-484-010 655 SCOFIELD AVE, EAST PALO ALTO I12 0.00 0 406 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-484-020 1902 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 496 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-484-030 1908 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 906 0.0000 0.0014 0.0000 0.0000 0.0014 0.0000 063-484-040 1916 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 1,406 0.0000 0.0022 0.0000 0.0000 0.0022 0.0000 063-484-050 1920 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 864 0.0000 0.0013 0.0000 0.0000 0.0013 0.0000 063-484-060 1934 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 2,326 0.0000 0.0036 0.0000 0.0000 0.0036 0.0000 063-484-090 1949 COOLEY AVE, EAST PALO ALTO I12 0.00 0 1,318 0.0000 0.0020 0.0000 0.0000 0.0020 0.0000 063-484-100 1941 COOLEY AVE, EAST PALO ALTO I12 0.00 0 1,463 0.0000 0.0023 0.0000 0.0000 0.0023 0.0000 063-484-110 685 SCOFIELD AVE, EAST PALO ALTO I12 0.00 0 1,742 0.0000 0.0027 0.0000 0.0000 0.0027 0.0000 063-484-130 1957 COOLEY AVE, EAST PALO ALTO I12 0.00 0 3,196 0.0000 0.0049 0.0000 0.0000 0.0049 0.0000 063-492-070 1927 E BAYSHORE RD, EAST PALO ALTO I12 0.00 7,138 1,216 0.0110 0.0019 0.0000 0.0000 0.0129 0.0000 063-492-280 1933 PULGAS AVE, EAST PALO ALTO K4 0.00 0 4,704 0.0000 0.0072 0.0000 0.0000 0.0072 0.0000 063-492-350 (9) 1805 E BAYSHORE RD #1-94, EAST PALO ALTO K4 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-492-480 1895 E BAYSHORE RD, EAST PALO ALTO K4 0.00 9,520 1,623 0.0147 0.0025 0.0000 0.0000 0.0172 0.0000 063-501-020 1874 W BAYSHORE RD, EAST PALO ALTO K4 0.00 10,817 1,092 0.0167 0.0017 0.0000 0.0000 0.0183 0.0000 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 5 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 278
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 5
Scenario 2: 2035 Proposed Additional Sanitary Sewer Flows 063-501-030 1870 W BAYSHORE RD, EAST PALO ALTO K4 0.00 5,051 509 0.0078 0.0008 0.0000 0.0000 0.0086 0.0000 063-501-040 1879 WOODLAND AVE, EAST PALO ALTO K4 0.00 5,118 516 0.0079 0.0008 0.0000 0.0000 0.0087 0.0000 063-501-050 1875 WOODLAND AVE, EAST PALO ALTO K4 0.00 4,455 449 0.0069 0.0007 0.0000 0.0000 0.0076 0.0000 063-511-020 2039 CLARKE AVE, EAST PALO ALTO K4 0.00 4,697 800 0.0072 0.0012 0.0000 0.0000 0.0085 0.0000 063-511-030 2035 CLARKE AVE, EAST PALO ALTO I3 0.00 5,093 868 0.0078 0.0013 0.0000 0.0000 0.0092 0.0000 063-511-040 2029 CLARKE AVE, EAST PALO ALTO I3 0.00 9,896 1,687 0.0152 0.0026 0.0000 0.0000 0.0178 0.0000 063-511-050 2027 CLARKE AVE, EAST PALO ALTO I3 0.00 4,481 763 0.0069 0.0012 0.0000 0.0000 0.0081 0.0000 063-511-060 2023 CLARKE AVE, EAST PALO ALTO I3 0.00 5,274 898 0.0081 0.0014 0.0000 0.0000 0.0095 0.0000 063-511-070 2017 CLARKE AVE, EAST PALO ALTO I3 0.00 4,907 836 0.0076 0.0013 0.0000 0.0000 0.0088 0.0000 063-511-080 2013 CLARKE AVE, EAST PALO ALTO I3 0.00 4,856 827 0.0075 0.0013 0.0000 0.0000 0.0088 0.0000 063-511-090 2009 CLARKE AVE, EAST PALO ALTO I3 0.00 4,833 823 0.0074 0.0013 0.0000 0.0000 0.0087 0.0000 063-511-190 872 DONOHOE ST, EAST PALO ALTO I3 0.00 8,006 1,365 0.0123 0.0021 0.0000 0.0000 0.0144 0.0000 063-511-200 866 DONOHOE ST, EAST PALO ALTO I3 0.00 6,897 1,175 0.0106 0.0018 0.0000 0.0000 0.0124 0.0000 063-511-210 864 DONOHOE ST, EAST PALO ALTO I3 0.00 5,843 996 0.0090 0.0015 0.0000 0.0000 0.0105 0.0000 063-511-220 862 DONOHOE ST, EAST PALO ALTO I3 0.00 4,039 688 0.0062 0.0011 0.0000 0.0000 0.0073 0.0000 063-511-240 896 DONOHOE ST, EAST PALO ALTO I3 0.00 4,243 723 0.0065 0.0011 0.0000 0.0000 0.0076 0.0000 063-511-250 860 DONOHOE ST, EAST PALO ALTO I3 0.00 6,144 1,047 0.0095 0.0016 0.0000 0.0000 0.0111 0.0000 063-511-260 890 DONOHOE ST, EAST PALO ALTO I3 0.00 4,565 778 0.0070 0.0012 0.0000 0.0000 0.0082 0.0000 063-511-490 1731 E BAYSHORE RD, EAST PALO ALTO I3 0.00 136,864 21,597 0.2108 0.0333 0.0000 0.0000 0.2440 0.0000 063-511-520 1761 E BAYSHORE RD, EAST PALO ALTO I12 0.00 143,789 22,710 0.2214 0.0350 0.0000 0.0000 0.2564 0.0000 063-511-630 1721 E BAYSHORE RD, EAST PALO ALTO I12 0.00 36,216 5,703 0.0558 0.0088 0.0000 0.0000 0.0646 0.0000 063-511-660 899 OCONNOR ST, EAST PALO ALTO I12 0.00 2,871 489 0.0044 0.0008 0.0000 0.0000 0.0052 0.0000 063-511-680 1751 EAST BAYSHORE RD, EAST PALO ALTO I12 0.00 231,025 36,488 0.3558 0.0562 0.0000 0.0000 0.4120 0.0000 063-511-690 1745 E BAYSHORE BLVD, EAST PALO ALTO I12 0.00 36,736 5,797 0.0566 0.0089 0.0000 0.0000 0.0655 0.0000 063-511-720 1775 E BAYSHORE RD, EAST PALO ALTO I12 0.00 333,263 52,631 0.5132 0.0811 0.0000 0.0000 0.5943 0.0000 063-515-060 1821 CLARKE AVE, EAST PALO ALTO I12 0.00 0 225 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-515-070 1805 CLARKE AVE, EAST PALO ALTO K4 0.00 0 423 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-515-080 1787 WOODLAND AVE, EAST PALO ALTO K4 0.00 0 217 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-515-230 1785 WOODLAND AVE, EAST PALO ALTO K4 0.00 0 422 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-571-060 1985 E BAYSHORE RD, EAST PALO ALTO K4 0.00 52,596 8,969 0.0810 0.0138 0.0000 0.0000 0.0948 0.0000 063-571-070 1981 E BAYSHORE RD, EAST PALO ALTO K28 0.00 25,211 4,299 0.0388 0.0066 0.0000 0.0000 0.0454 0.0000 063-571-080 1961 E BAYSHORE RD, EAST PALO ALTO K28 0.00 54,785 9,342 0.0844 0.0144 0.0000 0.0000 0.0988 0.0000 063-571-090 1905 E BAYSHORE RD, EAST PALO ALTO K28 0.00 9,438 1,609 0.0145 0.0025 0.0000 0.0000 0.0170 0.0000 063-680-020 (9) 1900 UNIVERSITY AVE, EAST PALO ALTO K28 0.00 150,722 0 0.2321 0.0000 0.0000 0.0000 0.2321 0.0000 063-680-050 (9) , NO DATA E2 0.00 1,551 0 0.0024 0.0000 0.0000 0.0000 0.0024 0.0000 063-680-060 (9) , NO DATA E2 0.00 1,551 0 0.0024 0.0000 0.0000 0.0000 0.0024 0.0000 063-680-090 (9) , EAST PALO ALTO E2 0.00 8,177 0 0.0126 0.0000 0.0000 0.0000 0.0126 0.0000 063-680-100 (9) , EAST PALO ALTO E2 0.00 8,272 0 0.0127 0.0000 0.0000 0.0000 0.0127 0.0000 063-680-110 (9) , EAST PALO ALTO E2 0.00 22,594 0 0.0348 0.0000 0.0000 0.0000 0.0348 0.0000 063-680-130 (9) 2000 UNIVERSITY AVE, EAST PALO ALTO E2 0.00 139,566 0 0.2149 0.0000 0.0000 0.0000 0.2149 0.0000 063-680-150 (9) 2050 UNIVERSITY AVE, EAST PALO ALTO E2 0.00 218,918 0 0.3371 0.0000 0.0000 0.0000 0.3371 0.0000 063-680-180 (9) , EAST PALO ALTO E2 0.00 533 0 0.0008 0.0000 0.0000 0.0000 0.0008 0.0000 063-680-190 (9) 2000 UNIVERSITY AVE, EAST PALO ALTO E2 0.00 256,075 0 0.3944 0.0000 0.0000 0.0000 0.3944 0.0000 063-730-010 (9) 2477 PULGAS AVE, EAST PALO ALTO E2 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-020 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-030 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-040 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-050 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-060 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-070 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-080 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-090 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-100 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-110 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-120 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-130 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-140 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-150 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-160 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-170 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-180 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-190 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-200 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-210 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-220 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-230 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-240 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-250 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-260 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-270 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-280 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-290 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-300 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-310 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-320 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-330 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-340 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-350 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-360 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-370 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-380 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-390 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 6 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 279
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 5
Scenario 2: 2035 Proposed Additional Sanitary Sewer Flows 063-730-400 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-410 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-420 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-430 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-440 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-450 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-460 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-470 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-480 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-490 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-500 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-510 (9) 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 113-530-010
to 113-530-999 2420 GLORIA WAY, EAST PALO ALTO NEW 0 0 2,029 0.0000 0.0031 0.0000 0.0000 0.0031 0.0000 113-710-010
to 113-710-999 2440 GLORIA WAY, EAST PALO ALTO NEW 0 0 1,057 0.0000 0.0016 0.0000 0.0000 0.0016 0.0000 113-720-010
to 113-720-999 2460 GLORIA WAY, EAST PALO ALTO NEW 0 0 890 0.0000 0.0014 0.0000 0.0000 0.0014 0.0000 113-740-010
to 113-740-999 2470 GLORIA WAY, EAST PALO ALTO NEW 0 0 1,393 0.0000 0.0021 0.0000 0.0000 0.0021 0.0000 114-240-010
to 114-240-300 2330 UNIVERSITY AVE, EAST PALO ALTO NEW 0 17,563 2,970 0.0270 0.0046 0.0000 0.0000 0.0316 0.0000 114-450-010
to 114-460-300 1765 EAST BAYSHORE RD, EAST PALO ALTO NEW 0 39,561 6,717 0.0609 0.0103 0.0000 0.0000 0.0713 0.0000 114-590-050 NO DATA, EAST PALO ALTO T20 0.00 235,877 0 0.3633 0.0000 0.0000 0.0000 0.3633 0.0000 Notes:
(1) Properties with Zoning change per Figure 4-12: General Plan Land Use and Figure 4-16: Ravenswood / 4 Corners TOP Specific Plan Land Use City of East Palo Alto General Plan "Existing Conditions Report, February 2014" and Figure 4-2: General Plan Land Use Designations City of East Palo Alto General Plan "Vista 2035, Final Version: March 2017" (2) Per Section 5.3.2 of the "East Palo Alto Sanitary District Master Plan Update, March 2015". For modeling scenarios, peak sanitary flows based on the collected data. Collected data for Peaking Factors for each sub-basin are shown in Table 3.2.
(3) Delta Residential Flows is calculated by taking the Average Daily Flow for Residential areas from Table 3 minus the Average Daily Flow for Residential area from Table 2. If calculation resulted in a decrease of flow, the flow change is shown as "0" because it is not anticipated that the land use changes will result in flow reductions. (4) Delta Non-Residential Flows is calculated by taking the Average Faily Flow for Non-Residential areas from Table 3 minus the Average Daily Flow for Non-Residential areas from Table 2. (5) ADWF Residential Dwellings, calculated by multiplying 200 gallons per dwelling unit per day by the total number of units. Based on internal F&L meeting, 2/13/2025.

Units converted from GPD ( Gallons Per Day) to CFS based off 24 hours in a day, 60 minutes in a hour, and 60 seconds in a minute. (6) ADWF Non-Residential , calculated by multiplying 0.1 gallons per day per square foot. Based on Section B1.03.3 for Office and Retail of the East Palo Alto Sanitary District Standard Specifications for Design and Construction of Sanitray Collection and Conveyance Facilities dated June 6, 2002. Units converted from GPD (Gallons Per Day) to CFS. Based off 24 hours in a day, 60 minutes in a hour, and 60 seconds in a minute.
(7) PDWF Residential Dwellings, calculated by multiplying Average Dry Weather Flows (5) by the Peaking Factor (2). Units converted from GPD to CFS. Based off 24 hours a day, 60 minutes in a hour, and 60 seconds in a minute.
(8) PDWF Non-Residential, calculated by multiplying Average Dry Weather Flows (6) by the Peaking Factor (2). Units converted from GPD to CFS. Based off 24 hours a day, 60 minutes in a hour, and 60 seconds in a minute.
(9) Number of units planned are approved development projects by the City. Average Daily Flow, Residential is calculated using the known unit count.

Last Printed: 5/12/2025 280
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
063-103-310 1585 BAY RD, EAST PALO ALTO A15 0.00 43,861 6,902 0.0675 0.0106 0.0000 0.0000 0.0782 0.0000 063-103-360 , EAST PALO ALTO A15 0.00 69,968 11,051 0.1078 0.0170 0.0000 0.0000 0.1248 0.0000 063-103-370 , EAST PALO ALTO A15 0.00 41,599 6,569 0.0641 0.0101 0.0000 0.0000 0.0742 0.0000 063-103-380 , EAST PALO ALTO A15 0.00 8,276 1,307 0.0127 0.0020 0.0000 0.0000 0.0148 0.0000 063-103-390 , EAST PALO ALTO A15 0.00 12,251 1,935 0.0189 0.0030 0.0000 0.0000 0.0218 0.0000 063-103-440 2400 GLORIA WAY, EAST PALO ALTO A15 0.00 0 8,578 0.0000 0.0132 0.0000 0.0000 0.0132 0.0000 063-111-230 BETWEEN 1585 AND 1675 BAY RD, EAST PALO ALTO A15 0.00 12,513 1,976 0.0193 0.0030 0.0000 0.0000 0.0223 0.0000 063-111-250 1675 BAY RD, EAST PALO ALTO A15 0.00 328,119 51,823 0.5053 0.0798 0.0000 0.0000 0.5851 0.0000 063-121-030 , EAST PALO ALTO T20 0.00 16,945 0 0.0261 0.0000 0.0000 0.0000 0.0261 0.0000 063-121-040 , EAST PALO ALTO T20 0.00 122,905 0 0.1893 0.0000 0.0000 0.0000 0.1893 0.0000 063-121-050 TARA RD, EAST PALO ALTO T20 0.00 11,500 0 0.0177 0.0000 0.0000 0.0000 0.0177 0.0000 063-121-060 264 TARA RD, EAST PALO ALTO T20 0.00 78,081 0 0.1202 0.0000 0.0000 0.0000 0.1202 0.0000 063-121-070 2081 BAY RD, EAST PALO ALTO T20 0.00 340,421 0 0.5242 0.0000 0.0000 0.0000 0.5242 0.0000 063-121-110 2077 BAY RD, EAST PALO ALTO T20 0.00 84,289 0 0.1298 0.0000 0.0000 0.0000 0.1298 0.0000 063-121-120 2005 BAY RD, EAST PALO ALTO T20 0.00 167,924 0 0.2586 0.0000 0.0000 0.0000 0.2586 0.0000 063-121-150 , EAST PALO ALTO T20 0.00 19,733 0 0.0304 0.0000 0.0000 0.0000 0.0304 0.0000 063-121-160 180 TARA ROAD, EAST PALO ALTO T20 0.00 76,513 0 0.1178 0.0000 0.0000 0.0000 0.1178 0.0000 063-121-170 240 TARA ROAD, EAST PALO ALTO T20 0.00 84,615 0 0.1303 0.0000 0.0000 0.0000 0.1303 0.0000 063-121-190 2560 PULGAS AVE, EAST PALO ALTO T20 0.00 19,906 0 0.0307 0.0000 0.0000 0.0000 0.0307 0.0000 063-121-200 2555 PULGAS AVE, EAST PALO ALTO T20 0.00 59,721 0 0.0920 0.0000 0.0000 0.0000 0.0920 0.0000 063-121-210 2555 PULGAS AVE, EAST PALO ALTO T20 0.00 59,785 0 0.0921 0.0000 0.0000 0.0000 0.0921 0.0000 063-121-240 , EAST PALO ALTO A15 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-121-290 218 DEMETER ST, EAST PALO ALTO A15 0.00 31,665 0 0.0488 0.0000 0.0000 0.0000 0.0488 0.0000 063-121-320 350 DEMETER ST, EAST PALO ALTO A15 0.00 130,483 0 0.2009 0.0000 0.0000 0.0000 0.2009 0.0000 063-121-330 , EAST PALO ALTO A15 0.00 130,027 0 0.2002 0.0000 0.0000 0.0000 0.2002 0.0000 063-121-350 , EAST PALO ALTO T20 0.00 42,928 0 0.0661 0.0000 0.0000 0.0000 0.0661 0.0000 063-121-360 , EAST PALO ALTO T20 0.00 2,875 0 0.0044 0.0000 0.0000 0.0000 0.0044 0.0000 063-121-370 2535 PULGAS AVE, EAST PALO ALTO T20 0.00 85,050 0 0.1310 0.0000 0.0000 0.0000 0.1310 0.0000 063-121-390 , EAST PALO ALTO T20 0.00 41,164 0 0.0634 0.0000 0.0000 0.0000 0.0634 0.0000 063-121-400 2091 BAY RD, EAST PALO ALTO T20 0.00 54,547 0 0.0840 0.0000 0.0000 0.0000 0.0840 0.0000 063-121-410 2091 BAY RD, EAST PALO ALTO T20 0.00 65,340 0 0.1006 0.0000 0.0000 0.0000 0.1006 0.0000 063-121-490 , EAST PALO ALTO T20 0.00 128,720 0 0.1982 0.0000 0.0000 0.0000 0.1982 0.0000 063-121-500 , EAST PALO ALTO T20 0.00 165,309 0 0.2546 0.0000 0.0000 0.0000 0.2546 0.0000 063-121-510 , EAST PALO ALTO T20 0.00 47,044 0 0.0724 0.0000 0.0000 0.0000 0.0724 0.0000 063-122-040 1990 BAY RD, EAST PALO ALTO T20 0.00 307,726 0 0.4739 0.0000 0.0000 0.0000 0.4739 0.0000 063-123-010 351 DEMETER ST, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-123-030 225 DEMETER ST, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-123-060 325 DEMETER ST, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-123-070 245 DEMETER ST, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-123-080 , EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-131-220 (9) 2519 PULGAS AVE, EAST PALO ALTO T20 0.00 109,030 0 0.1679 0.0000 0.0000 0.0000 0.1679 0.0000 063-131-230 , EAST PALO ALTO T20 0.00 0 1,541 0.0000 0.0024 0.0000 0.0000 0.0024 0.0000 063-131-240 1885 BAY RD, EAST PALO ALTO T20 0.00 0 1,494 0.0000 0.0023 0.0000 0.0000 0.0023 0.0000 063-131-250 1861 BAY RD, EAST PALO ALTO T20 0.00 0 2,002 0.0000 0.0031 0.0000 0.0000 0.0031 0.0000 063-131-260 1879 BAY RD, EAST PALO ALTO T20 0.00 0 3,717 0.0000 0.0057 0.0000 0.0000 0.0057 0.0000 063-131-270 1873 BAY RD, EAST PALO ALTO T20 0.00 0 702 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-131-290 140 DEMETER ST, EAST PALO ALTO A15 0.00 58,152 0 0.0896 0.0000 0.0000 0.0000 0.0896 0.0000 063-131-300 , EAST PALO ALTO T20 0.00 0 662 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-131-310 1891 BAY RD, EAST PALO ALTO T20 0.00 0 974 0.0000 0.0015 0.0000 0.0000 0.0015 0.0000 063-131-320 1847 BAY RD, EAST PALO ALTO T20 0.00 0 1,449 0.0000 0.0022 0.0000 0.0000 0.0022 0.0000 063-131-330 1851 BAY RD, EAST PALO ALTO T20 0.00 0 787 0.0000 0.0012 0.0000 0.0000 0.0012 0.0000 063-131-340 2509 PULGAS AVE, EAST PALO ALTO T20 0.00 0 1,410 0.0000 0.0022 0.0000 0.0000 0.0022 0.0000 063-132-020 151 TARA RD, EAST PALO ALTO T20 0.00 3,658 0 0.0056 0.0000 0.0000 0.0000 0.0056 0.0000 063-132-060 150 TARA RD, EAST PALO ALTO T20 0.00 21,888 0 0.0337 0.0000 0.0000 0.0000 0.0337 0.0000 063-132-090 , EAST PALO ALTO T20 0.00 2,026 0 0.0031 0.0000 0.0000 0.0000 0.0031 0.0000 063-132-110 1923 BAY RD, EAST PALO ALTO T20 0.00 0 6,455 0.0000 0.0099 0.0000 0.0000 0.0099 0.0000 063-132-120 1907 BAY RD, EAST PALO ALTO T20 0.00 0 1,039 0.0000 0.0016 0.0000 0.0000 0.0016 0.0000 063-132-130 1911 BAY RD, EAST PALO ALTO T20 0.00 0 877 0.0000 0.0013 0.0000 0.0000 0.0013 0.0000 063-132-140 1905 BAY RD, EAST PALO ALTO T20 0.00 0 2,762 0.0000 0.0043 0.0000 0.0000 0.0043 0.0000 063-132-150 2520 PULGAS AVE, EAST PALO ALTO T20 0.00 0 6,194 0.0000 0.0095 0.0000 0.0000 0.0095 0.0000 063-132-170 , EAST PALO ALTO T20 0.00 0 1,091 0.0000 0.0017 0.0000 0.0000 0.0017 0.0000 063-132-190 2532 PULGAS AVE, EAST PALO ALTO T20 0.00 20,558 0 0.0317 0.0000 0.0000 0.0000 0.0317 0.0000 063-132-210 2524 PULGAS AVE, EAST PALO ALTO T20 0.00 19,753 0 0.0304 0.0000 0.0000 0.0000 0.0304 0.0000 063-132-220 1987 BAY RD, EAST PALO ALTO T20 0.00 80,434 0 0.1239 0.0000 0.0000 0.0000 0.1239 0.0000 063-133-070 195 DEMETER ST, EAST PALO ALTO A15 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-133-080 175 DEMETER ST, EAST PALO ALTO A15 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-133-090 75 DEMETER ST, EAST PALO ALTO A15 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-133-100 215 DEMETER ST, EAST PALO ALTO A15 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-133-110 , EAST PALO ALTO A15 0.00 0 5,752 0.0000 0.0089 0.0000 0.0000 0.0089 0.0000 063-133-130 1805 BAY RD, EAST PALO ALTO A15 0.00 0 6,974 0.0000 0.0107 0.0000 0.0000 0.0107 0.0000 063-151-170 2159 POPLAR AVE, EAST PALO ALTO B13 0.00 2,927 294 0.0045 0.0005 0.0000 0.0000 0.0050 0.0000 063-151-200 1001 E BAYSHORE RD, EAST PALO ALTO B13 0.00 1,772 178 0.0027 0.0003 0.0000 0.0000 0.0030 0.0000 063-152-230 1199 E BAYSHORE RD, EAST PALO ALTO B13 0.00 5,604 565 0.0086 0.0009 0.0000 0.0000 0.0095 0.0000 063-153-010 1205 E BAYSHORE RD, EAST PALO ALTO B13 0.00 2,648 267 0.0041 0.0004 0.0000 0.0000 0.0045 0.0000 063-153-250 2119 ADDISON AVE, EAST PALO ALTO B13 0.00 2,572 260 0.0040 0.0004 0.0000 0.0000 0.0044 0.0000 063-154-200 2110 ADDISON AVE, EAST PALO ALTO B13 0.00 3,330 335 0.0051 0.0005 0.0000 0.0000 0.0056 0.0000 063-154-260 2119 OAKWOOD DR, EAST PALO ALTO B13 0.00 5,877 593 0.0091 0.0009 0.0000 0.0000 0.0100 0.0000 063-155-010 2106 OAKWOOD DR, EAST PALO ALTO E1 0.00 3,746 377 0.0058 0.0006 0.0000 0.0000 0.0063 0.0000 063-155-180 2123 DUMBARTON AVE, EAST PALO ALTO E1 0.00 2,453 247 0.0038 0.0004 0.0000 0.0000 0.0042 0.0000 063-155-190 2109 DUMBARTON AVE, EAST PALO ALTO E1 0.00 3,741 377 0.0058 0.0006 0.0000 0.0000 0.0063 0.0000 063-181-010 2110 DUMBARTON AVE, EAST PALO ALTO E1 0.00 4,704 474 0.0072 0.0007 0.0000 0.0000 0.0080 0.0000 063-181-220 2111 LINCOLN ST, EAST PALO ALTO E1 0.00 2,659 268 0.0041 0.0004 0.0000 0.0000 0.0045 0.0000 Appendix C: Table 6
Scenario 3: 2035 Enhanced Proposed Additional Sanitary Sewer Flows 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 1 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 281
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 6
Scenario 3: 2035 Enhanced Proposed Additional Sanitary Sewer Flows 063-181-230 2097 LINCOLN ST, EAST PALO ALTO E1 0.00 2,487 250 0.0038 0.0004 0.0000 0.0000 0.0042 0.0000 063-181-240 1385 E BAYSHORE RD, EAST PALO ALTO E1 0.00 2,232 225 0.0034 0.0003 0.0000 0.0000 0.0038 0.0000 063-183-010 2088 LINCOLN ST, EAST PALO ALTO E2 0.00 2,475 249 0.0038 0.0004 0.0000 0.0000 0.0042 0.0000 063-183-070 2045 GLEN WAY, EAST PALO ALTO E2 0.00 3,893 392 0.0060 0.0006 0.0000 0.0000 0.0066 0.0000 063-183-080 1441 E BAYSHORE RD, EAST PALO ALTO E2 0.00 5,171 521 0.0080 0.0008 0.0000 0.0000 0.0088 0.0000 063-183-090 , EAST PALO ALTO E2 0.00 1,898 192 0.0029 0.0003 0.0000 0.0000 0.0032 0.0000 063-183-110 1401 E BAYSHORE RD 2, EAST PALO ALTO E2 0.00 4,512 456 0.0069 0.0007 0.0000 0.0000 0.0076 0.0000 063-184-010 1475 E BAYSHORE RD, EAST PALO ALTO E2 0.00 5,053 510 0.0078 0.0008 0.0000 0.0000 0.0086 0.0000 063-184-020 2056 GLEN WAY, EAST PALO ALTO E2 0.00 4,526 457 0.0070 0.0007 0.0000 0.0000 0.0077 0.0000 063-184-030 2070 GLEN WAY, EAST PALO ALTO E2 0.00 3,872 391 0.0060 0.0006 0.0000 0.0000 0.0066 0.0000 063-184-040 2080 GLEN WAY, EAST PALO ALTO E2 0.00 4,205 425 0.0065 0.0007 0.0000 0.0000 0.0071 0.0000 063-201-080 566 SACRAMENTO ST, EAST PALO ALTO H3 0.00 0 226 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-201-090 576 SACRAMENTO ST, EAST PALO ALTO H3 0.00 8,208 1,399 0.0126 0.0022 0.0000 0.0000 0.0148 0.0000 063-201-220 2337 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 4,963 846 0.0076 0.0013 0.0000 0.0000 0.0089 0.0000 063-201-240 2343 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 5,291 901 0.0081 0.0014 0.0000 0.0000 0.0095 0.0000 063-201-250 RUNNYMEDE ST, EAST PALO ALTO H3 0.00 13,215 2,253 0.0204 0.0035 0.0000 0.0000 0.0238 0.0000 063-201-260 RUNNYMEDE ST, EAST PALO ALTO H3 0.00 4,294 732 0.0066 0.0011 0.0000 0.0000 0.0077 0.0000 063-201-270 578 SACRAMENTO ST, EAST PALO ALTO H3 0.00 5,552 946 0.0085 0.0015 0.0000 0.0000 0.0100 0.0000 063-201-290 (9) 2331 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 17,156 2,925 0.0264 0.0045 0.0000 0.0000 0.0309 0.0000 063-202-080 556 WEEKS ST, EAST PALO ALTO H3 0.00 0 209 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-202-090 564 WEEKS ST, EAST PALO ALTO H3 0.00 0 207 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-202-100 566 WEEKS ST, EAST PALO ALTO H3 0.00 0 202 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-202-160 561 SACRAMENTO ST, EAST PALO ALTO H3 0.00 19,722 3,362 0.0304 0.0052 0.0000 0.0000 0.0355 0.0000 063-202-280 2361-2369 UNIVERSITY AVE 101-308, EAST PALO ALTOH3 0.00 38,578 6,578 0.0594 0.0101 0.0000 0.0000 0.0695 0.0000 063-203-160 2387 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 5,966 941 0.0092 0.0014 0.0000 0.0000 0.0106 0.0000 063-203-170 2381 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 7,948 1,254 0.0122 0.0019 0.0000 0.0000 0.0142 0.0000 063-203-180 2373 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 9,746 1,538 0.0150 0.0024 0.0000 0.0000 0.0174 0.0000 063-203-200 593 WEEKS ST, EAST PALO ALTO H3 0.00 11,542 1,822 0.0178 0.0028 0.0000 0.0000 0.0206 0.0000 063-203-210 585 WEEKS ST, EAST PALO ALTO H3 0.00 7,994 1,262 0.0123 0.0019 0.0000 0.0000 0.0143 0.0000 063-203-220 579 WEEKS ST, EAST PALO ALTO H3 0.00 0 176 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-203-230 563 WEEKS ST, EAST PALO ALTO H3 0.00 0 529 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-203-240 549 WEEKS ST, EAST PALO ALTO H3 0.00 0 177 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-203-250 541 WEEKS ST, EAST PALO ALTO H3 0.00 0 173 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-203-260 533 WEEKS ST, EAST PALO ALTO H3 0.00 0 169 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-203-270 , EAST PALO ALTO H3 0.00 0 161 0.0000 0.0002 0.0000 0.0000 0.0002 0.0000 063-203-300 2395 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 9,634 1,518 0.0148 0.0023 0.0000 0.0000 0.0172 0.0000 063-203-310 2371 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 3,647 575 0.0056 0.0009 0.0000 0.0000 0.0065 0.0000 063-203-320 1586 BAY RD, EAST PALO ALTO A15 0.00 9,637 1,521 0.0148 0.0023 0.0000 0.0000 0.0172 0.0000 063-203-330 1590 BAY RD, EAST PALO ALTO A15 0.00 15,083 2,382 0.0232 0.0037 0.0000 0.0000 0.0269 0.0000 063-203-340 2387 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 10,835 1,710 0.0167 0.0026 0.0000 0.0000 0.0193 0.0000 063-203-350 1574 BAY RD, EAST PALO ALTO A15 0.00 0 367 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-203-360 1546 BAY RD, EAST PALO ALTO A15 0.00 0 336 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-203-370 1508 BAY RD, EAST PALO ALTO H3 0.00 0 554 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-203-380 , NO DATA A15 0.00 0 260 0.0000 0.0004 0.0000 0.0000 0.0004 0.0000 063-203-390 1518 BAY RD, EAST PALO ALTO H3 0.00 0 723 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-203-400 1560 BAY RD, EAST PALO ALTO A15 0.00 0 321 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-203-410 1568 BAY RD, EAST PALO ALTO A15 0.00 0 339 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-203-430 1530 BAY RD, EAST PALO ALTO A15 0.00 0 342 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-203-440 1554 BAY RD, EAST PALO ALTO A15 0.00 0 296 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-203-450 1538 BAY RD, EAST PALO ALTO A15 0.00 0 306 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-210-310 2346 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 7,834 1,335 0.0121 0.0021 0.0000 0.0000 0.0141 0.0000 063-210-340 2369 COOLEY AVE, EAST PALO ALTO H3 0.00 0 511 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-210-350 2365 COOLEY AVE, EAST PALO ALTO H3 0.00 0 530 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-210-360 2300 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 7,626 1,300 0.0117 0.0020 0.0000 0.0000 0.0137 0.0000 063-210-380 2354 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 6,547 1,116 0.0101 0.0017 0.0000 0.0000 0.0118 0.0000 063-210-410 2371 COOLEY AVE, EAST PALO ALTO H3 0.00 4,227 720 0.0065 0.0011 0.0000 0.0000 0.0076 0.0000 063-210-450 2377 COOLEY AVE, EAST PALO ALTO H3 0.00 3,256 554 0.0050 0.0009 0.0000 0.0000 0.0059 0.0000 063-210-460 2396 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 12,904 2,037 0.0199 0.0031 0.0000 0.0000 0.0230 0.0000 063-210-470 633 RUNNYMEDE ST, EAST PALO ALTO H3 0.00 4,255 725 0.0066 0.0011 0.0000 0.0000 0.0077 0.0000 063-210-480 2361 COOLEY AVE, EAST PALO ALTO H3 0.00 0 680 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-210-490 2355 COOLEY AVE, EAST PALO ALTO H3 0.00 0 713 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-210-520 2338 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 8,248 1,406 0.0127 0.0022 0.0000 0.0000 0.0149 0.0000 063-210-610 661 RUNNYMEDE ST, EAST PALO ALTO H3 0.00 8,830 1,505 0.0136 0.0023 0.0000 0.0000 0.0159 0.0000 063-210-630 2358 UNIVERSITY AVE, EAST PALO ALTO H3 0.00 6,658 1,135 0.0103 0.0017 0.0000 0.0000 0.0120 0.0000 063-221-010 , EAST PALO ALTO A15 0.00 13,667 2,159 0.0210 0.0033 0.0000 0.0000 0.0244 0.0000 063-221-020 1620 BAY RD, EAST PALO ALTO A15 0.00 22,759 3,594 0.0350 0.0055 0.0000 0.0000 0.0406 0.0000 063-221-030 , EAST PALO ALTO A15 0.00 6,805 1,074 0.0105 0.0017 0.0000 0.0000 0.0121 0.0000 063-221-040 1640 BAY RD, EAST PALO ALTO A15 0.00 35,707 5,630 0.0550 0.0087 0.0000 0.0000 0.0637 0.0000 063-221-050 1650 BAY RD, EAST PALO ALTO A15 0.00 9,959 1,569 0.0153 0.0024 0.0000 0.0000 0.0178 0.0000 063-221-060 1660 BAY RD, EAST PALO ALTO A15 0.00 22,848 3,591 0.0352 0.0055 0.0000 0.0000 0.0407 0.0000 063-221-070 1670 BAY RD, EAST PALO ALTO A15 0.00 21,219 3,337 0.0327 0.0051 0.0000 0.0000 0.0378 0.0000 063-221-100 1760 BAY RD, EAST PALO ALTO A15 0.00 57,125 8,982 0.0880 0.0138 0.0000 0.0000 0.1018 0.0000 063-221-110 1796 BAY RD, EAST PALO ALTO A15 0.00 56,083 8,857 0.0864 0.0136 0.0000 0.0000 0.1000 0.0000 063-221-140 2397 CLARKE AVE, EAST PALO ALTO T20 0.00 6,692 1,053 0.0103 0.0016 0.0000 0.0000 0.0119 0.0000 063-221-150 2387 CLARKE AVE, EAST PALO ALTO T20 0.00 7,291 1,147 0.0112 0.0018 0.0000 0.0000 0.0130 0.0000 063-221-160 2377 CLARKE AVE, EAST PALO ALTO T20 0.00 7,999 1,259 0.0123 0.0019 0.0000 0.0000 0.0143 0.0000 063-221-170 2373 CLARKE AVE, EAST PALO ALTO T20 0.00 7,240 1,142 0.0111 0.0018 0.0000 0.0000 0.0129 0.0000 063-221-180 2371 CLARKE AVE, EAST PALO ALTO T20 0.00 0 576 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-221-190 2369 CLARKE AVE, EAST PALO ALTO T20 0.00 0 633 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-221-200 891 WEEKS ST, EAST PALO ALTO T20 0.00 0 1,234 0.0000 0.0019 0.0000 0.0000 0.0019 0.0000 063-221-210 871 WEEKS ST, EAST PALO ALTO T20 0.00 0 561 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 2 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 282
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 6
Scenario 3: 2035 Enhanced Proposed Additional Sanitary Sewer Flows 063-221-220 867 WEEKS ST, EAST PALO ALTO T20 0.00 0 799 0.0000 0.0012 0.0000 0.0000 0.0012 0.0000 063-221-230 865 WEEKS ST, EAST PALO ALTO T20 0.00 0 826 0.0000 0.0013 0.0000 0.0000 0.0013 0.0000 063-221-240 , NO DATA T20 0.00 0 2,813 0.0000 0.0043 0.0000 0.0000 0.0043 0.0000 063-221-250 831 WEEKS ST, EAST PALO ALTO T20 0.00 0 818 0.0000 0.0013 0.0000 0.0000 0.0013 0.0000 063-221-260 819 JAMIE LN, EAST PALO ALTO T20 0.00 0 492 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-221-270 823 JAMIE LN, EAST PALO ALTO T20 0.00 0 648 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-221-280 827 JAMIE LN, EAST PALO ALTO T20 0.00 0 835 0.0000 0.0013 0.0000 0.0000 0.0013 0.0000 063-221-290 811 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 506 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-221-300 813 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 428 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-310 815 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 462 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-320 817 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 468 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-340 801 WEEKS ST, EAST PALO ALTO T20 0.00 0 470 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-350 803 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 474 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-360 805 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 397 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-221-370 807 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 491 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-221-380 809 PAUL ROBESON CT, EAST PALO ALTO T20 0.00 0 458 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-221-390 791 WEEKS ST, EAST PALO ALTO T20 0.00 0 3,813 0.0000 0.0059 0.0000 0.0000 0.0059 0.0000 063-221-410 731 WEEKS ST, EAST PALO ALTO T20 0.00 0 1,302 0.0000 0.0020 0.0000 0.0000 0.0020 0.0000 063-221-420 717 WEEKS ST, EAST PALO ALTO T20 0.00 0 957 0.0000 0.0015 0.0000 0.0000 0.0015 0.0000 063-221-430 2360 COOLEY AVE, EAST PALO ALTO H3 0.00 0 619 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-221-440 2362-2362 COOLEY AVE, EAST PALO ALTO H3 0.00 0 583 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-221-450 2364 COOLEY AVE, EAST PALO ALTO H3 0.00 0 681 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-221-460 2370 COOLEY AVE, EAST PALO ALTO H3 0.00 36,440 5,720 0.0561 0.0088 0.0000 0.0000 0.0649 0.0000 063-221-480 2380 COOLEY AVE, EAST PALO ALTO H3 0.00 22,962 3,614 0.0354 0.0056 0.0000 0.0000 0.0409 0.0000 063-221-490 , EAST PALO ALTO A15 0.00 16,498 2,606 0.0254 0.0040 0.0000 0.0000 0.0294 0.0000 063-221-500 863 WEEKS ST, EAST PALO ALTO T20 0.00 0 561 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-221-510 761 WEEKS ST, EAST PALO ALTO T20 0.00 0 742 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-221-520 767 CAROLE CT, EAST PALO ALTO T20 0.00 0 621 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-221-530 773 CAROLE CT, EAST PALO ALTO T20 0.00 0 563 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-221-540 779 CAROLE CT, EAST PALO ALTO T20 0.00 0 551 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-221-550 785 CAROLE CT, EAST PALO ALTO T20 0.00 0 565 0.0000 0.0009 0.0000 0.0000 0.0009 0.0000 063-221-560 1794 BAY RD, EAST PALO ALTO A15 0.00 11,434 1,805 0.0176 0.0028 0.0000 0.0000 0.0204 0.0000 063-221-570 , EAST PALO ALTO H3 0.00 3,267 516 0.0050 0.0008 0.0000 0.0000 0.0058 0.0000 063-221-580 , EAST PALO ALTO H3 0.00 1,416 224 0.0022 0.0003 0.0000 0.0000 0.0025 0.0000 063-221-590 1730 BAY RD, EAST PALO ALTO A15 0.00 86,607 13,614 0.1334 0.0210 0.0000 0.0000 0.1543 0.0000 063-231-210 2495 PULGAS AVE, EAST PALO ALTO T20 0.00 0 2,102 0.0000 0.0032 0.0000 0.0000 0.0032 0.0000 063-231-220 1800 BAY RD, EAST PALO ALTO A15 0.00 0 1,129 0.0000 0.0017 0.0000 0.0000 0.0017 0.0000 063-231-230 1890 BAY RD, EAST PALO ALTO T20 0.00 0 718 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-231-240 1804 BAY RD, EAST PALO ALTO A15 0.00 0 4,509 0.0000 0.0069 0.0000 0.0000 0.0069 0.0000 063-231-250 1798 BAY RD, EAST PALO ALTO A15 0.00 0 6,882 0.0000 0.0106 0.0000 0.0000 0.0106 0.0000 063-231-260 1836 BAY RD, EAST PALO ALTO T20 0.00 0 7,149 0.0000 0.0110 0.0000 0.0000 0.0110 0.0000 063-231-270 1894 BAY RD, EAST PALO ALTO T20 0.00 0 484 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-231-280 1896 BAY RD, EAST PALO ALTO T20 0.00 0 484 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-231-300 , EAST PALO ALTO T20 0.00 0 1,240 0.0000 0.0019 0.0000 0.0000 0.0019 0.0000 063-232-090 1003 WEEKS ST, EAST PALO ALTO T20 0.00 0 2,488 0.0000 0.0038 0.0000 0.0000 0.0038 0.0000 063-232-150 2421 PULGAS AVE, EAST PALO ALTO T20 0.00 0 3,299 0.0000 0.0051 0.0000 0.0000 0.0051 0.0000 063-232-160 2447 PULGAS AVE, EAST PALO ALTO T20 0.00 0 1,387 0.0000 0.0021 0.0000 0.0000 0.0021 0.0000 063-232-200 2373 CLARKE AVE, EAST PALO ALTO T20 0.00 13,339 2,106 0.0205 0.0032 0.0000 0.0000 0.0238 0.0000 063-232-210 (9) WEEKS ST, EAST PALO ALTO T20 0.00 0 11,564 0.0000 0.0178 0.0000 0.0000 0.0178 0.0000 063-232-220 (9) WEEKS ST, EAST PALO ALTO T20 0.00 0 6,560 0.0000 0.0101 0.0000 0.0000 0.0101 0.0000 063-232-230 (9) WEEKS ST, EAST PALO ALTO T20 0.00 0 9,065 0.0000 0.0140 0.0000 0.0000 0.0140 0.0000 063-232-240 1045 WEEKS ST, EAST PALO ALTO T20 0.00 0 4,217 0.0000 0.0065 0.0000 0.0000 0.0065 0.0000 063-232-250 1085 WEEKS ST, EAST PALO ALTO T20 0.00 0 461 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-232-260 1001 WEEKS ST, EAST PALO ALTO T20 0.00 0 1,504 0.0000 0.0023 0.0000 0.0000 0.0023 0.0000 063-232-300 1095 WEEKS ST, EAST PALO ALTO T20 0.00 0 890 0.0000 0.0014 0.0000 0.0000 0.0014 0.0000 063-232-310 2368 CLARKE AVE, EAST PALO ALTO T20 0.00 8,711 1,375 0.0134 0.0021 0.0000 0.0000 0.0155 0.0000 063-232-340 2386 CLARKE AVE, EAST PALO ALTO T20 0.00 9,746 1,538 0.0150 0.0024 0.0000 0.0000 0.0174 0.0000 063-232-350 901 WEEKS ST, EAST PALO ALTO T20 0.00 24,865 3,927 0.0383 0.0060 0.0000 0.0000 0.0443 0.0000 063-240-210 NO DATA, EAST PALO ALTO T20 0.00 10,716 0 0.0165 0.0000 0.0000 0.0000 0.0165 0.0000 063-240-220 NO DATA, EAST PALO ALTO T20 0.00 10,237 0 0.0158 0.0000 0.0000 0.0000 0.0158 0.0000 063-240-270 NO DATA, EAST PALO ALTO T20 0.00 0 746 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-240-310 NO DATA, EAST PALO ALTO T20 0.00 0 11,779 0.0000 0.0181 0.0000 0.0000 0.0181 0.0000 063-240-320 1950 BAY RD, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-240-330 BAY RD, EAST PALO ALTO T20 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-240-350 NO DATA, EAST PALO ALTO T20 0.00 1,416 0 0.0022 0.0000 0.0000 0.0000 0.0022 0.0000 063-240-360 NO DATA, EAST PALO ALTO T20 0.00 0 676 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-240-370 NO DATA, EAST PALO ALTO T20 0.00 0 766 0.0000 0.0012 0.0000 0.0000 0.0012 0.0000 063-240-380 NO DATA, EAST PALO ALTO T20 0.00 0 5,853 0.0000 0.0090 0.0000 0.0000 0.0090 0.0000 063-240-390 NO DATA, EAST PALO ALTO T20 0.00 0 3,986 0.0000 0.0061 0.0000 0.0000 0.0061 0.0000 063-240-420 NO DATA, EAST PALO ALTO T20 0.00 183,315 0 0.2823 0.0000 0.0000 0.0000 0.2823 0.0000 063-240-440 NO DATA, EAST PALO ALTO T20 0.00 1,590 0 0.0024 0.0000 0.0000 0.0000 0.0024 0.0000 063-240-460 NO DATA, EAST PALO ALTO T20 0.00 0 7,694 0.0000 0.0118 0.0000 0.0000 0.0118 0.0000 063-253-320 (9) NO DATA, EAST PALO ALTO T20 0.00 0 2,068 0.0000 0.0032 0.0000 0.0000 0.0032 0.0000 063-271-070 1275 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 5,368 0.0000 0.0083 0.0000 0.0000 0.0083 0.0000 063-271-090 (9) 1201 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 4,006 0.0000 0.0062 0.0000 0.0000 0.0062 0.0000 063-271-370 1171 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 3,850 0.0000 0.0059 0.0000 0.0000 0.0059 0.0000 063-271-410 NO DATA, EAST PALO ALTO T20 0.00 2,438 0 0.0038 0.0000 0.0000 0.0000 0.0038 0.0000 063-271-420 NO DATA, EAST PALO ALTO T20 0.00 3,462 0 0.0053 0.0000 0.0000 0.0000 0.0053 0.0000 063-271-440 1191 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 635 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-271-450 1200 WEEKS ST, EAST PALO ALTO T20 0.00 0 3,212 0.0000 0.0049 0.0000 0.0000 0.0049 0.0000 063-271-470 1249 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 941 0.0000 0.0014 0.0000 0.0000 0.0014 0.0000 063-271-480 , EAST PALO ALTO T20 0.00 45,961 0 0.0708 0.0000 0.0000 0.0000 0.0708 0.0000 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 3 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 283
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 6
Scenario 3: 2035 Enhanced Proposed Additional Sanitary Sewer Flows 063-271-490 NO DATA, EAST PALO ALTO T20 0.00 59,285 0 0.0913 0.0000 0.0000 0.0000 0.0913 0.0000 063-271-500 1269 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 1,001 0.0000 0.0015 0.0000 0.0000 0.0015 0.0000 063-271-510 1265 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 644 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-271-520 1261 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 653 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-271-530 1257 RUNNYMEDE ST, EAST PALO ALTO T20 0.00 0 653 0.0000 0.0010 0.0000 0.0000 0.0010 0.0000 063-271-540 NO DATA, EAST PALO ALTO T20 0.00 6,054 0 0.0093 0.0000 0.0000 0.0000 0.0093 0.0000 063-271-550 NO DATA, EAST PALO ALTO T20 0.00 2,482 0 0.0038 0.0000 0.0000 0.0000 0.0038 0.0000 063-271-560 NO DATA, EAST PALO ALTO T20 0.00 2,482 0 0.0038 0.0000 0.0000 0.0000 0.0038 0.0000 063-271-570 NO DATA, EAST PALO ALTO T29 0.00 2,504 0 0.0039 0.0000 0.0000 0.0000 0.0039 0.0000 063-281-020 (9) 2021 EUCLID AVE E2 0.00 0 5,284 0.0000 0.0081 0.0000 0.0000 0.0081 0.0000 063-281-030 (9) 2025 EUCLID AVE E2 0.00 0 4,304 0.0000 0.0066 0.0000 0.0000 0.0066 0.0000 063-281-040 (9) 2031 EUCLID AVE E2 0.00 0 7,209 0.0000 0.0111 0.0000 0.0000 0.0111 0.0000 063-281-100 (9) 2043 EUCLID AVE E2 0.00 0 4,304 0.0000 0.0066 0.0000 0.0000 0.0066 0.0000 063-281-110 (9) 2041 EUCLID AVE E2 0.00 0 4,164 0.0000 0.0064 0.0000 0.0000 0.0064 0.0000 063-282-010 (9) 501 O'CONNOR STREET E2 0.00 0 11,339 0.0000 0.0175 0.0000 0.0000 0.0175 0.0000 063-282-020 (9) 2012 EUCLID AVE E2 0.00 0 11,864 0.0000 0.0183 0.0000 0.0000 0.0183 0.0000 063-282-030 (9) 2032 EUCLID AVE E2 0.00 0 5,669 0.0000 0.0087 0.0000 0.0000 0.0087 0.0000 063-282-040 (9) 2036 EUCLID AVE E2 0.00 0 5,389 0.0000 0.0083 0.0000 0.0000 0.0083 0.0000 063-282-050 (9) 2040/2042 EUCLID AVE E2 0.00 0 4,899 0.0000 0.0075 0.0000 0.0000 0.0075 0.0000 063-282-060 (9) 2044 EUCLID AVE E2 0.00 0 6,194 0.0000 0.0095 0.0000 0.0000 0.0095 0.0000 063-282-070 (9) 2054 EUCLID AVE E2 0.00 0 8,434 0.0000 0.0130 0.0000 0.0000 0.0130 0.0000 063-282-080 (9) 2033 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 17,842 0.0000 0.0275 0.0000 0.0000 0.0275 0.0000 063-282-090 (9) 2001 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 24,198 0.0000 0.0373 0.0000 0.0000 0.0373 0.0000 063-291-010 1489 E BAYSHORE RD, EAST PALO ALTO E2 0.00 9,782 987 0.0151 0.0015 0.0000 0.0000 0.0166 0.0000 063-292-180 2101 UNIVERSITY AVE, EAST PALO ALTO E2 0.00 17,858 2,819 0.0275 0.0043 0.0000 0.0000 0.0318 0.0000 063-292-370 (9) 2117 UNIVERSITY AVE, EAST PALO ALTO E2 0.00 41,772 6,593 0.0643 0.0102 0.0000 0.0000 0.0745 0.0000 063-292-380 2160 EUCLID AVE, EAST PALO ALTO E1 0.00 217,234 85,973 0.3345 0.1324 0.0000 0.0000 0.4669 0.0000 063-302-170 2283 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 9,102 1,551 0.0140 0.0024 0.0000 0.0000 0.0164 0.0000 063-302-180 2281 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 7,996 1,363 0.0123 0.0021 0.0000 0.0000 0.0144 0.0000 063-302-210 2263 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 17,652 3,010 0.0272 0.0046 0.0000 0.0000 0.0318 0.0000 063-302-220 2253 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 7,982 1,360 0.0123 0.0021 0.0000 0.0000 0.0144 0.0000 063-302-230 2247 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 11,257 1,919 0.0173 0.0030 0.0000 0.0000 0.0203 0.0000 063-302-280 575A BELL ST, EAST PALO ALTO E1 0.00 7,475 1,274 0.0115 0.0020 0.0000 0.0000 0.0135 0.0000 063-302-290 565 BELL ST, EAST PALO ALTO E1 0.00 7,241 1,234 0.0112 0.0019 0.0000 0.0000 0.0131 0.0000 063-302-330 2201 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 53,811 9,176 0.0829 0.0141 0.0000 0.0000 0.0970 0.0000 063-302-340 584 RUNNYMEDE ST, EAST PALO ALTO E1 0.00 14,887 2,538 0.0229 0.0039 0.0000 0.0000 0.0268 0.0000 063-302-460 2277 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 13,568 2,313 0.0209 0.0036 0.0000 0.0000 0.0245 0.0000 063-302-470 2279 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 8,787 1,498 0.0135 0.0023 0.0000 0.0000 0.0158 0.0000 063-312-400 (9) , NO DATA E1 0.00 22,555 0 0.0347 0.0000 0.0000 0.0000 0.0347 0.0000 063-321-050 2124 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 10,642 1,814 0.0164 0.0028 0.0000 0.0000 0.0192 0.0000 063-321-060 2126 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 8,711 1,485 0.0134 0.0023 0.0000 0.0000 0.0157 0.0000 063-321-070 , EAST PALO ALTO E1 0.00 1,984 338 0.0031 0.0005 0.0000 0.0000 0.0036 0.0000 063-321-080 2142 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 7,127 1,215 0.0110 0.0019 0.0000 0.0000 0.0128 0.0000 063-321-100 2160 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 13,971 2,381 0.0215 0.0037 0.0000 0.0000 0.0252 0.0000 063-321-110 2164 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,771 1,154 0.0104 0.0018 0.0000 0.0000 0.0122 0.0000 063-321-120 2166 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,660 1,135 0.0103 0.0017 0.0000 0.0000 0.0120 0.0000 063-321-130 2172 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,659 1,135 0.0103 0.0017 0.0000 0.0000 0.0120 0.0000 063-321-140 2178 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,370 1,085 0.0098 0.0017 0.0000 0.0000 0.0115 0.0000 063-321-180 612 BELL ST, EAST PALO ALTO E1 0.00 4,281 729 0.0066 0.0011 0.0000 0.0000 0.0077 0.0000 063-321-190 616 BELL ST, EAST PALO ALTO E1 0.00 4,547 775 0.0070 0.0012 0.0000 0.0000 0.0082 0.0000 063-321-200 644 BELL ST, EAST PALO ALTO E1 0.00 5,728 976 0.0088 0.0015 0.0000 0.0000 0.0103 0.0000 063-321-210 2189 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,401 920 0.0083 0.0014 0.0000 0.0000 0.0097 0.0000 063-321-220 2187 CAPITOL AVE, EAST PALO ALTO E1 0.00 4,431 755 0.0068 0.0012 0.0000 0.0000 0.0080 0.0000 063-321-230 2181 CAPITOL AVE, EAST PALO ALTO E1 0.00 6,625 1,129 0.0102 0.0017 0.0000 0.0000 0.0119 0.0000 063-321-240 2171 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,775 984 0.0089 0.0015 0.0000 0.0000 0.0104 0.0000 063-321-250 2165 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,589 952 0.0086 0.0015 0.0000 0.0000 0.0101 0.0000 063-321-260 2161 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,778 985 0.0089 0.0015 0.0000 0.0000 0.0104 0.0000 063-321-270 2157 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,849 997 0.0090 0.0015 0.0000 0.0000 0.0105 0.0000 063-321-280 2153 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,681 968 0.0087 0.0015 0.0000 0.0000 0.0102 0.0000 063-321-290 2149 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,920 1,009 0.0091 0.0016 0.0000 0.0000 0.0107 0.0000 063-321-300 2145 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,987 1,020 0.0092 0.0016 0.0000 0.0000 0.0108 0.0000 063-321-310 2141 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,900 1,005 0.0091 0.0015 0.0000 0.0000 0.0106 0.0000 063-321-320 2133 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,668 966 0.0087 0.0015 0.0000 0.0000 0.0102 0.0000 063-321-330 2129 CAPITOL AVE, EAST PALO ALTO E1 0.00 4,006 682 0.0062 0.0011 0.0000 0.0000 0.0072 0.0000 063-321-400 2194 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 16,236 2,768 0.0250 0.0043 0.0000 0.0000 0.0293 0.0000 063-321-410 2148 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 9,619 1,640 0.0148 0.0025 0.0000 0.0000 0.0173 0.0000 063-321-420 (9) , NO DATA E1 0.00 107,404 0 0.1654 0.0000 0.0000 0.0000 0.1654 0.0000 063-322-040 2124 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 348 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-322-050 2132 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 378 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-322-060 2134 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 349 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-322-070 2138 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 348 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-322-080 2142 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 344 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-322-090 2144 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 362 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-322-100 2154 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 433 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-322-110 2162 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 476 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-322-130 2184 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 424 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-322-140 2194 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 537 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-322-150 2198 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 296 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-322-160 660 BELL ST, EAST PALO ALTO E1 0.00 0 285 0.0000 0.0004 0.0000 0.0000 0.0004 0.0000 063-322-340 2169 COOLEY AVE, EAST PALO ALTO E1 0.00 0 1,507 0.0000 0.0023 0.0000 0.0000 0.0023 0.0000 063-322-410 (9) , NO DATA E1 0.00 11,099 0 0.0171 0.0000 0.0000 0.0000 0.0171 0.0000 063-322-500 2159 COOLEY AVE, EAST PALO ALTO E1 0.00 0 493 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 4 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 284
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 6
Scenario 3: 2035 Enhanced Proposed Additional Sanitary Sewer Flows 063-322-560 (9) DONOHOE ST, EAST PALO ALTO E1 0.00 46,919 0 0.0723 0.0000 0.0000 0.0000 0.0723 0.0000 063-322-580 2118 CAPITOL AVE, EAST PALO ALTO E1 0.00 0 359 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-331-030 2212 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 7,655 1,305 0.0118 0.0020 0.0000 0.0000 0.0138 0.0000 063-331-060 2242 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,117 1,042 0.0094 0.0016 0.0000 0.0000 0.0110 0.0000 063-331-070 2248 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,104 1,040 0.0094 0.0016 0.0000 0.0000 0.0110 0.0000 063-331-080 2252 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,091 1,038 0.0094 0.0016 0.0000 0.0000 0.0110 0.0000 063-331-090 2264 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,077 1,035 0.0094 0.0016 0.0000 0.0000 0.0110 0.0000 063-331-100 2268 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,064 1,033 0.0093 0.0016 0.0000 0.0000 0.0109 0.0000 063-331-110 2272 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 6,051 1,031 0.0093 0.0016 0.0000 0.0000 0.0109 0.0000 063-331-120 2274 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 8,186 1,395 0.0126 0.0021 0.0000 0.0000 0.0148 0.0000 063-331-130 2276 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 5,448 928 0.0084 0.0014 0.0000 0.0000 0.0098 0.0000 063-331-140 2280 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 5,442 927 0.0084 0.0014 0.0000 0.0000 0.0098 0.0000 063-331-150 2284 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 5,435 926 0.0084 0.0014 0.0000 0.0000 0.0098 0.0000 063-331-190 2291 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,554 946 0.0086 0.0015 0.0000 0.0000 0.0100 0.0000 063-331-200 2287 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,591 953 0.0086 0.0015 0.0000 0.0000 0.0101 0.0000 063-331-210 2285 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,628 959 0.0087 0.0015 0.0000 0.0000 0.0101 0.0000 063-331-220 2277 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,332 908 0.0082 0.0014 0.0000 0.0000 0.0096 0.0000 063-331-230 2267 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,119 872 0.0079 0.0013 0.0000 0.0000 0.0092 0.0000 063-331-240 2263 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,148 877 0.0079 0.0014 0.0000 0.0000 0.0093 0.0000 063-331-250 2255 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,178 882 0.0080 0.0014 0.0000 0.0000 0.0093 0.0000 063-331-260 2251 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,207 887 0.0080 0.0014 0.0000 0.0000 0.0094 0.0000 063-331-270 2249 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,237 892 0.0081 0.0014 0.0000 0.0000 0.0094 0.0000 063-331-280 2245 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,266 897 0.0081 0.0014 0.0000 0.0000 0.0095 0.0000 063-331-290 2239 CAPITOL AVE, EAST PALO ALTO E1 0.00 6,725 1,146 0.0104 0.0018 0.0000 0.0000 0.0121 0.0000 063-331-300 2233 CAPITOL AVE, EAST PALO ALTO E1 0.00 6,807 1,160 0.0105 0.0018 0.0000 0.0000 0.0123 0.0000 063-331-310 2227 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,529 942 0.0085 0.0015 0.0000 0.0000 0.0100 0.0000 063-331-320 2219 CAPITOL AVE, EAST PALO ALTO E1 0.00 5,464 931 0.0084 0.0014 0.0000 0.0000 0.0098 0.0000 063-331-330 2217 CAPITOL AVE, EAST PALO ALTO E1 0.00 4,463 760 0.0069 0.0012 0.0000 0.0000 0.0080 0.0000 063-331-340 2205 CAPITOL AVE, EAST PALO ALTO E1 0.00 6,150 1,048 0.0095 0.0016 0.0000 0.0000 0.0111 0.0000 063-331-350 643 BELL ST, EAST PALO ALTO E1 0.00 5,923 1,009 0.0091 0.0016 0.0000 0.0000 0.0107 0.0000 063-331-370 2200 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 15,311 2,610 0.0236 0.0040 0.0000 0.0000 0.0276 0.0000 063-331-380 2240 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 9,055 1,543 0.0139 0.0024 0.0000 0.0000 0.0163 0.0000 063-331-410 2220 UNIVERSITY AVE, EAST PALO ALTO E1 0.00 16,705 2,843 0.0257 0.0044 0.0000 0.0000 0.0301 0.0000 063-442-360 (9) 330 DONOHOE ST, EAST PALO ALTO E2 0.00 0 4,212 0.0000 0.0065 0.0000 0.0000 0.0065 0.0000 063-473-150 (9) 1995 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 711 0.0000 0.0011 0.0000 0.0000 0.0011 0.0000 063-473-160 (9) 1991 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 1,616 0.0000 0.0025 0.0000 0.0000 0.0025 0.0000 063-473-170 (9) 1965 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 1,193 0.0000 0.0018 0.0000 0.0000 0.0018 0.0000 063-473-180 (9) 1955 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 1,434 0.0000 0.0022 0.0000 0.0000 0.0022 0.0000 063-473-190 (9) 1919 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 1,948 0.0000 0.0030 0.0000 0.0000 0.0030 0.0000 063-473-200 (9) 1901 MANHATTAN AVE, EAST PALO ALTO E2 0.00 0 2,488 0.0000 0.0038 0.0000 0.0000 0.0038 0.0000 063-481-010 1699 WOODLAND AVE, EAST PALO ALTO E2 0.00 0 366 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-020 1681 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 344 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-481-030 1671 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 359 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-040 1669 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 395 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-050 1651 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 530 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-481-060 1643 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 402 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-070 1637 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 422 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-080 1629 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 383 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-090 1621 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 362 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-100 644 SCOFIELD AVE, EAST PALO ALTO I12 0.00 0 462 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-110 652 SCOFIELD AVE, EAST PALO ALTO I12 0.00 0 321 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-481-120 660 SCOFIELD AVE, EAST PALO ALTO I12 0.00 0 395 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-130 610 CIRCLE DR, EAST PALO ALTO I12 0.00 0 395 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-140 620 CIRCLE DR, EAST PALO ALTO I12 0.00 0 414 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-150 630 CIRCLE DR, EAST PALO ALTO I12 0.00 0 386 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-160 640 CIRCLE DR, EAST PALO ALTO I12 0.00 0 398 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-481-170 650 CIRCLE DR, EAST PALO ALTO I12 0.00 0 460 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-180 1917 COOLEY AVE, EAST PALO ALTO I12 0.00 0 469 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-190 1909 COOLEY AVE, EAST PALO ALTO I12 0.00 0 456 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-210 1901 COOLEY AVE, EAST PALO ALTO I12 0.00 0 440 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-481-220 1905 COOLEY AVE, EAST PALO ALTO I12 0.00 0 406 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-482-010 641 CIRCLE DR, EAST PALO ALTO I12 0.00 0 321 0.0000 0.0005 0.0000 0.0000 0.0005 0.0000 063-482-020 621 CIRCLE DR, EAST PALO ALTO I12 0.00 0 358 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-482-030 611 CIRCLE DR, EAST PALO ALTO I12 0.00 0 413 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-483-030 1909 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 495 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-483-040 1943 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 1,067 0.0000 0.0016 0.0000 0.0000 0.0016 0.0000 063-483-050 1609 WOODLAND AVE, EAST PALO ALTO I12 0.00 0 2,168 0.0000 0.0033 0.0000 0.0000 0.0033 0.0000 063-484-010 655 SCOFIELD AVE, EAST PALO ALTO I12 0.00 0 406 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-484-020 1902 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 496 0.0000 0.0008 0.0000 0.0000 0.0008 0.0000 063-484-030 1908 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 906 0.0000 0.0014 0.0000 0.0000 0.0014 0.0000 063-484-040 1916 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 1,406 0.0000 0.0022 0.0000 0.0000 0.0022 0.0000 063-484-050 1920 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 864 0.0000 0.0013 0.0000 0.0000 0.0013 0.0000 063-484-060 1934 CAPITOL AVE, EAST PALO ALTO I12 0.00 0 2,326 0.0000 0.0036 0.0000 0.0000 0.0036 0.0000 063-484-090 1949 COOLEY AVE, EAST PALO ALTO I12 0.00 0 1,318 0.0000 0.0020 0.0000 0.0000 0.0020 0.0000 063-484-100 1941 COOLEY AVE, EAST PALO ALTO I12 0.00 0 1,463 0.0000 0.0023 0.0000 0.0000 0.0023 0.0000 063-484-110 685 SCOFIELD AVE, EAST PALO ALTO I12 0.00 0 1,742 0.0000 0.0027 0.0000 0.0000 0.0027 0.0000 063-484-130 1957 COOLEY AVE, EAST PALO ALTO I12 0.00 0 3,196 0.0000 0.0049 0.0000 0.0000 0.0049 0.0000 063-492-070 1927 E BAYSHORE RD, EAST PALO ALTO I12 0.00 7,138 1,216 0.0110 0.0019 0.0000 0.0000 0.0129 0.0000 063-492-280 1933 PULGAS AVE, EAST PALO ALTO K4 0.00 0 4,704 0.0000 0.0072 0.0000 0.0000 0.0072 0.0000 063-492-350 (9) 1805 E BAYSHORE RD #1-94, EAST PALO ALTO K4 0.00 0 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 063-492-480 1895 E BAYSHORE RD, EAST PALO ALTO K4 0.00 9,520 1,623 0.0147 0.0025 0.0000 0.0000 0.0172 0.0000 063-501-020 1874 W BAYSHORE RD, EAST PALO ALTO K4 0.00 10,817 1,092 0.0167 0.0017 0.0000 0.0000 0.0183 0.0000 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 5 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 285
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 6
Scenario 3: 2035 Enhanced Proposed Additional Sanitary Sewer Flows 063-501-030 1870 W BAYSHORE RD, EAST PALO ALTO K4 0.00 5,051 509 0.0078 0.0008 0.0000 0.0000 0.0086 0.0000 063-501-040 1879 WOODLAND AVE, EAST PALO ALTO K4 0.00 5,118 516 0.0079 0.0008 0.0000 0.0000 0.0087 0.0000 063-501-050 1875 WOODLAND AVE, EAST PALO ALTO K4 0.00 4,455 449 0.0069 0.0007 0.0000 0.0000 0.0076 0.0000 063-511-020 2039 CLARKE AVE, EAST PALO ALTO K4 0.00 4,697 800 0.0072 0.0012 0.0000 0.0000 0.0085 0.0000 063-511-030 2035 CLARKE AVE, EAST PALO ALTO I3 0.00 5,093 868 0.0078 0.0013 0.0000 0.0000 0.0092 0.0000 063-511-040 2029 CLARKE AVE, EAST PALO ALTO I3 0.00 9,896 1,687 0.0152 0.0026 0.0000 0.0000 0.0178 0.0000 063-511-050 2027 CLARKE AVE, EAST PALO ALTO I3 0.00 4,481 763 0.0069 0.0012 0.0000 0.0000 0.0081 0.0000 063-511-060 2023 CLARKE AVE, EAST PALO ALTO I3 0.00 5,274 898 0.0081 0.0014 0.0000 0.0000 0.0095 0.0000 063-511-070 2017 CLARKE AVE, EAST PALO ALTO I3 0.00 4,907 836 0.0076 0.0013 0.0000 0.0000 0.0088 0.0000 063-511-080 2013 CLARKE AVE, EAST PALO ALTO I3 0.00 4,856 827 0.0075 0.0013 0.0000 0.0000 0.0088 0.0000 063-511-090 2009 CLARKE AVE, EAST PALO ALTO I3 0.00 4,833 823 0.0074 0.0013 0.0000 0.0000 0.0087 0.0000 063-511-190 872 DONOHOE ST, EAST PALO ALTO I3 0.00 8,006 1,365 0.0123 0.0021 0.0000 0.0000 0.0144 0.0000 063-511-200 866 DONOHOE ST, EAST PALO ALTO I3 0.00 6,897 1,175 0.0106 0.0018 0.0000 0.0000 0.0124 0.0000 063-511-210 864 DONOHOE ST, EAST PALO ALTO I3 0.00 5,843 996 0.0090 0.0015 0.0000 0.0000 0.0105 0.0000 063-511-220 862 DONOHOE ST, EAST PALO ALTO I3 0.00 4,039 688 0.0062 0.0011 0.0000 0.0000 0.0073 0.0000 063-511-240 896 DONOHOE ST, EAST PALO ALTO I3 0.00 4,243 723 0.0065 0.0011 0.0000 0.0000 0.0076 0.0000 063-511-250 860 DONOHOE ST, EAST PALO ALTO I3 0.00 6,144 1,047 0.0095 0.0016 0.0000 0.0000 0.0111 0.0000 063-511-260 890 DONOHOE ST, EAST PALO ALTO I3 0.00 4,565 778 0.0070 0.0012 0.0000 0.0000 0.0082 0.0000 063-511-490 1731 E BAYSHORE RD, EAST PALO ALTO I3 0.00 136,864 21,597 0.2108 0.0333 0.0000 0.0000 0.2440 0.0000 063-511-520 1761 E BAYSHORE RD, EAST PALO ALTO I12 0.00 143,789 22,710 0.2214 0.0350 0.0000 0.0000 0.2564 0.0000 063-511-630 1721 E BAYSHORE RD, EAST PALO ALTO I12 0.00 36,216 5,703 0.0558 0.0088 0.0000 0.0000 0.0646 0.0000 063-511-660 899 OCONNOR ST, EAST PALO ALTO I12 0.00 2,871 489 0.0044 0.0008 0.0000 0.0000 0.0052 0.0000 063-511-680 1751 EAST BAYSHORE RD, EAST PALO ALTO I12 0.00 231,025 36,488 0.3558 0.0562 0.0000 0.0000 0.4120 0.0000 063-511-690 1745 E BAYSHORE BLVD, EAST PALO ALTO I12 0.00 36,736 5,797 0.0566 0.0089 0.0000 0.0000 0.0655 0.0000 063-511-720 1775 E BAYSHORE RD, EAST PALO ALTO I12 0.00 333,263 52,631 0.5132 0.0811 0.0000 0.0000 0.5943 0.0000 063-515-060 1821 CLARKE AVE, EAST PALO ALTO I12 0.00 0 225 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-515-070 1805 CLARKE AVE, EAST PALO ALTO K4 0.00 0 423 0.0000 0.0007 0.0000 0.0000 0.0007 0.0000 063-515-080 1787 WOODLAND AVE, EAST PALO ALTO K4 0.00 0 217 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-515-230 1785 WOODLAND AVE, EAST PALO ALTO K4 0.00 0 422 0.0000 0.0006 0.0000 0.0000 0.0006 0.0000 063-571-060 1985 E BAYSHORE RD, EAST PALO ALTO K4 0.00 52,596 8,969 0.0810 0.0138 0.0000 0.0000 0.0948 0.0000 063-571-070 1981 E BAYSHORE RD, EAST PALO ALTO K28 0.00 25,211 4,299 0.0388 0.0066 0.0000 0.0000 0.0454 0.0000 063-571-080 1961 E BAYSHORE RD, EAST PALO ALTO K28 0.00 54,785 9,342 0.0844 0.0144 0.0000 0.0000 0.0988 0.0000 063-571-090 1905 E BAYSHORE RD, EAST PALO ALTO K28 0.00 9,438 1,609 0.0145 0.0025 0.0000 0.0000 0.0170 0.0000 063-680-020 (9) 1900 UNIVERSITY AVE, EAST PALO ALTO K28 0.00 150,722 0 0.2321 0.0000 0.0000 0.0000 0.2321 0.0000 063-680-050 (9) , NO DATA E2 0.00 1,551 0 0.0024 0.0000 0.0000 0.0000 0.0024 0.0000 063-680-060 (9) , NO DATA E2 0.00 1,551 0 0.0024 0.0000 0.0000 0.0000 0.0024 0.0000 063-680-090 (9) , EAST PALO ALTO E2 0.00 8,177 0 0.0126 0.0000 0.0000 0.0000 0.0126 0.0000 063-680-100 (9) , EAST PALO ALTO E2 0.00 8,272 0 0.0127 0.0000 0.0000 0.0000 0.0127 0.0000 063-680-110 (9) , EAST PALO ALTO E2 0.00 22,594 0 0.0348 0.0000 0.0000 0.0000 0.0348 0.0000 063-680-130 (9) 2000 UNIVERSITY AVE, EAST PALO ALTO E2 0.00 139,566 0 0.2149 0.0000 0.0000 0.0000 0.2149 0.0000 063-680-150 (9) 2050 UNIVERSITY AVE, EAST PALO ALTO E2 0.00 218,918 0 0.3371 0.0000 0.0000 0.0000 0.3371 0.0000 063-680-180 (9) , EAST PALO ALTO E2 0.00 533 0 0.0008 0.0000 0.0000 0.0000 0.0008 0.0000 063-680-190 (9) 2000 UNIVERSITY AVE, EAST PALO ALTO E2 0.00 256,075 0 0.3944 0.0000 0.0000 0.0000 0.3944 0.0000 063-730-010 2477 PULGAS AVE, EAST PALO ALTO E2 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-020 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-030 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-040 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-050 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-060 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-070 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-080 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-090 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-100 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-110 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-120 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-130 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-140 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-150 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-160 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-170 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-180 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-190 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-200 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-210 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-220 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-230 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-240 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-250 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-260 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-270 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-280 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-290 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-300 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-310 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-320 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-330 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-340 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-350 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-360 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-370 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-380 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-390 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 6 of 7 Freyer & Laureta, Inc.

Last Printed: 5/12/2025 286
APN Address
Sanitary
Sewer SubBasinsPeaking
Factor
Delta
Residential
Average Daily
Flow, GPD
Delta NonResidential
Average Daily
Flow, GPD
Residential

ADWF, CFS
NonResidential

ADWF, CFS
Residential

PDWF, CFS
NonResidential

PDWF, CFS
Total

ADWF, CFS
Total
PDWF,
CFS
(1) (1) (2) (3) (4) (5) (6) (7) (8)
Appendix C: Table 6
Scenario 3: 2035 Enhanced Proposed Additional Sanitary Sewer Flows 063-730-400 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-410 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-420 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-430 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-440 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-450 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-460 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-470 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-480 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-490 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-500 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 063-730-510 2477 PULGAS AVE, EAST PALO ALTO T20 0.00 0 200 0.0000 0.0003 0.0000 0.0000 0.0003 0.0000 113-530-010
to 113-530-999 2420 GLORIA WAY, EAST PALO ALTO NEW 0 0 2,029 0.0000 0.0031 0.0000 0.0000 0.0031 0.0000 113-710-010
to 113-710-999 2440 GLORIA WAY, EAST PALO ALTO NEW 0 0 1,057 0.0000 0.0016 0.0000 0.0000 0.0016 0.0000 113-720-010
to 113-720-999 2460 GLORIA WAY, EAST PALO ALTO NEW 0 0 890 0.0000 0.0014 0.0000 0.0000 0.0014 0.0000 113-740-010
to 113-740-999 2470 GLORIA WAY, EAST PALO ALTO NEW 0 0 1,393 0.0000 0.0021 0.0000 0.0000 0.0021 0.0000 114-240-010
to 114-240-300 2330 UNIVERSITY AVE, EAST PALO ALTO NEW 0 17,563 2,970 0.0270 0.0046 0.0000 0.0000 0.0316 0.0000 114-450-010
to 114-460-300 1765 EAST BAYSHORE RD, EAST PALO ALTO NEW 0 39,561 6,717 0.0609 0.0103 0.0000 0.0000 0.0713 0.0000 114-590-050 NO DATA, EAST PALO ALTO T20 0.00 235,877 0 0.3633 0.0000 0.0000 0.0000 0.3633 0.0000 Notes:
(1) Properties that have changed Zoning Figure 4-12: General Plan Land Use and Figure 4-16: Ravenswood / 4 Corners TOP Specific Plan Land Use City of East Palo Alto General Plan "Existing Conditions Report, February 2014" Vs Figure 4-2: General Plan Land Use Designations City of East Palo Alto General Plan "Vista 2035, Final Version: March 2017" (2) Per Section 5.3.2 of the "East Palo Alto Sanitary District Master Plan Update, March 2015". For modeling scenarios, peak sanitary flows based on the collected data. Collected data for Peaking Factors for each sub-basin are shown in Table 2.
(3) Delta Residential Flows is calculated by taking the Average Daily Flow for Residential areas from Table 3 minus the Average Daily Flow for Residential area from Table 2. If calculation resulted in a decrease of flow, the flow change is shown as "0" because it is not anticipated that the land use changes will result in flow reductions. (4) Delta Non-Residential Flows is calculated by taking the Average Faily Flow for Non-Residential areas from Table 3 minus the Average Daily Flow for Non-Residential areas from Table 2. (5) ADWF Residential Dwellings, calculated by multiplying 200 gallons per dwelling unit per day by the total number of units. Based on internal F&L meeting, 2/13/2025.

Units converted from GPD ( Gallons Per Day) to CFS based off 24 hours in a day, 60 minutes in a hour, and 60 seconds in a minute. (6) ADWF Non-Residential , calculated by multiplying 0.1 gallons per day per square foot. Based on Section B1.03.3 for Office and Retail of the East Palo Alto Sanitary District Standard Specifications for Design and Construction of Sanitray Collection and Conveyance Facilities dated June 6, 2002. Units converted from GPD (Gallons Per Day) to CFS. Based off 24 hours in a day, 60 minutes in a hour, and 60 seconds in a minute.
(7) PDWF Residential Dwellings, calculated by multiplying Average Dry Weather Flows (5) by the Peaking Factor (2). Units converted from GPD to CFS. Based off 24 hours a day, 60 minutes in a hour, and 60 seconds in a minute.
(8) PDWF Non-Residential, calculated by multiplying Average Dry Weather Flows (6) by the Peaking Factor (2). Units converted from GPD to CFS. Based off 24 hours a day, 60 minutes in a hour, and 60 seconds in a minute.
(9) Number of units planned are approved development projects by the City. Average Daily Flow, Residential is calculated using the known unit count.

Last Printed: 5/12/2025 287
Appendix C: Table 7
Scenario 3: Summary of Additional Sanitary Sewer Flows
APN Address 2014 Zoning 2035 Zoning ADWF Increase (CFS) PDWF Increase (CFS) (1) (2) (1) (2)
063-103-310 1585 BAY RD, EAST PALO ALTO Low Density Residential 0 0.0174 0.0277 063-103-360 , EAST PALO ALTO , EAST PALO ALTO 0 0.0278 0.0443 063-103-370 , EAST PALO ALTO , EAST PALO ALTO 0 0.0165 0.0263 063-103-380 , EAST PALO ALTO , EAST PALO ALTO 0 0.0033 0.0052 063-103-390 , EAST PALO ALTO , EAST PALO ALTO 0 0.0049 0.0078 063-103-440 2400 GLORIA WAY, EAST PALO ALTO Low Density Residential 0 0.0132 0.0210 063-111-230 BETWEEN 1585 AND 1675 BAY RD, EAST PALO ALTO Parks/Recreation/Conservation 0 0.0050 0.0079 063-111-250 1675 BAY RD, EAST PALO ALTO Low Density Residen/alOffice 0 0.1303 0.2076 063-121-030 , EAST PALO ALTO Industrial Transition Wholesale/Warehousing 0.0026 0.0039 063-121-040 , EAST PALO ALTO General Industrial Wholesale/Warehousing 0.0189 0.0284 063-121-050 TARA RD, EAST PALO ALTO Industrial Buffer Wholesale/Warehousing 0.0018 0.0027 063-121-060 264 TARA RD, EAST PALO ALTO Industrial Buffer Wholesale/Warehousing 0.0120 0.0180 063-121-070 2081 BAY RD, EAST PALO ALTO Office Wholesale/Warehousing 0.0524 0.0786 063-121-110 2077 BAY RD, EAST PALO ALTO Office Wholesale/Warehousing 0.0130 0.0195 063-121-120 2005 BAY RD, EAST PALO ALTO Office Wholesale/Warehousing 0.0259 0.0388 063-121-150 , EAST PALO ALTO Industrial Transition 0 0.0030 0.0046 063-121-160 180 TARA ROAD, EAST PALO ALTO Industrial Transition 0 0.0118 0.0177 063-121-170 240 TARA ROAD, EAST PALO ALTO Industrial Transition 0 0.0130 0.0195 063-121-190 2560 PULGAS AVE, EAST PALO ALTO General Industrial 0 0.0031 0.0046 063-121-200 2555 PULGAS AVE, EAST PALO ALTO General Industrial 0 0.0092 0.0138 063-121-210 2555 PULGAS AVE, EAST PALO ALTO General Industrial 0 0.0092 0.0138 063-121-240 , EAST PALO ALTO General Industrial 0 0.0191 0.0304 063-121-290 218 DEMETER ST, EAST PALO ALTO General Industrial 0 0.0049 0.0078 063-121-320 350 DEMETER ST, EAST PALO ALTO General Industrial 0 0.0201 0.0320 063-121-330 , EAST PALO ALTO General Industrial 0 0.0200 0.0319 063-121-350 , EAST PALO ALTO General Industrial 0 0.0066 0.0099 063-121-360 , EAST PALO ALTO Industrial Transition 0 0.0004 0.0007 063-121-370 2535 PULGAS AVE, EAST PALO ALTO General Industrial 0 0.0131 0.0196 063-121-390 , EAST PALO ALTO Office Wholesale/Warehousing 0.0063 0.0095 063-121-400 2091 BAY RD, EAST PALO ALTO Office Parks/Recreation/Conservation 0.0084 0.0126 063-121-410 2091 BAY RD, EAST PALO ALTO Office Wholesale/Warehousing 0.0101 0.0151 063-121-490 , EAST PALO ALTO Office Wholesale/Warehousing 0.0198 0.0297 063-121-500 , EAST PALO ALTO Office Wholesale/Warehousing 0.0255 0.0382 063-121-510 , EAST PALO ALTO Office Wholesale/Warehousing 0.0072 0.0109 063-122-040 1990 BAY RD, EAST PALO ALTO Office Wholesale/Warehousing 0.0474 0.0711 063-123-010 351 DEMETER ST, EAST PALO ALTO Industrial Transition 0 0.0042 0.0063 063-123-030 225 DEMETER ST, EAST PALO ALTO Industrial Transition 0 0.0027 0.0040 063-123-060 325 DEMETER ST, EAST PALO ALTO Industrial Transition 0 0.0034 0.0051 063-123-070 245 DEMETER ST, EAST PALO ALTO Industrial Transition 0 0.0031 0.0046 063-123-080 , EAST PALO ALTO Industrial Transition 0 0.0003 0.0005 063-131-220 (4) 2519 PULGAS AVE, EAST PALO ALTO Industrial 0 0.0168 0.0252 063-131-230 , EAST PALO ALTO Mixed Use Corridor 0 0.0024 0.0036 063-131-240 1885 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0023 0.0035 063-131-250 1861 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0031 0.0046 063-131-260 1879 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0057 0.0086 063-131-270 1873 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0011 0.0016 063-131-290 140 DEMETER ST, EAST PALO ALTO General Industrial 0 0.0090 0.0143 063-131-300 , EAST PALO ALTO Mixed Use Corridor 0 0.0010 0.0015 063-131-310 1891 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0015 0.0022 063-131-320 1847 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0022 0.0033 063-131-330 1851 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0012 0.0018 063-131-340 2509 PULGAS AVE, EAST PALO ALTO Mixed Use Corridor 0 0.0022 0.0033 063-132-020 151 TARA RD, EAST PALO ALTO General Industrial 0 0.0006 0.0008 063-132-060 150 TARA RD, EAST PALO ALTO Industrial Buffer 0 0.0034 0.0051 063-132-090 , EAST PALO ALTO Industrial Buffer 0 0.0003 0.0005 063-132-110 1923 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0099 0.0149 063-132-120 1907 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0016 0.0024 063-132-130 1911 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0013 0.0020 063-132-140 1905 BAY RD, EAST PALO ALTO Parks/Recreation/Conservation 0 0.0043 0.0064 063-132-150 2520 PULGAS AVE, EAST PALO ALTO Mixed Use Corridor 0 0.0095 0.0143 063-132-170 , EAST PALO ALTO General Industrial 0 0.0017 0.0025 063-132-190 2532 PULGAS AVE, EAST PALO ALTO General Industrial 0 0.0032 0.0047 063-132-210 2524 PULGAS AVE, EAST PALO ALTO General Industrial 0 0.0030 0.0046 063-132-220 1987 BAY RD, EAST PALO ALTO Industrial Buffer 0 0.0124 0.0186 063-133-070 195 DEMETER ST, EAST PALO ALTO Industrial Transition 0 0.0010 0.0017 063-133-080 175 DEMETER ST, EAST PALO ALTO Industrial Transition 0 0.0011 0.0017 063-133-090 75 DEMETER ST, EAST PALO ALTO Industrial Transition 0 0.0009 0.0015 063-133-100 215 DEMETER ST, EAST PALO ALTO Industrial Transition 0 0.0028 0.0045 063-133-110 , EAST PALO ALTO Mixed Use Corridor 0 0.0089 0.0141 063-133-130 1805 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0107 0.0171 063-151-170 2159 POPLAR AVE, EAST PALO ALTO Commercial 0 0.0009 0.0017 063-151-200 1001 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0005 0.0010 063-152-230 1199 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0017 0.0032 063-153-010 1205 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0008 0.0015 063-153-250 2119 ADDISON AVE, EAST PALO ALTO Commercial 0 0.0008 0.0015 063-154-200 2110 ADDISON AVE, EAST PALO ALTO Commercial 0 0.0010 0.0019 063-154-260 2119 OAKWOOD DR, EAST PALO ALTO Commercial 0 0.0018 0.0033 063-155-010 2106 OAKWOOD DR, EAST PALO ALTO Commercial 0 0.0012 0.0017 063-155-180 2123 DUMBARTON AVE, EAST PALO ALTO Commercial 0 0.0008 0.0011 063-155-190 2109 DUMBARTON AVE, EAST PALO ALTO Commercial 0 0.0012 0.0017 063-181-010 2110 DUMBARTON AVE, EAST PALO ALTO Commercial 0 0.0015 0.0021 063-181-220 2111 LINCOLN ST, EAST PALO ALTO Low Density Residential 0 0.0008 0.0012 063-181-230 2097 LINCOLN ST, EAST PALO ALTO Low Density Residential 0 0.0008 0.0011 063-181-240 1385 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0007 0.0010 063-183-010 2088 LINCOLN ST, EAST PALO ALTO Commercial 0 0.0008 0.0013 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 1 of 7 Freyer & Laureta, Inc.

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Appendix C: Table 7
Scenario 3: Summary of Additional Sanitary Sewer Flows
APN Address 2014 Zoning 2035 Zoning ADWF Increase (CFS) PDWF Increase (CFS) (1) (2) (1) (2)
063-183-070 2045 GLEN WAY, EAST PALO ALTO Commercial 0 0.0012 0.0021 063-183-080 1441 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0016 0.0028 063-183-090 , EAST PALO ALTO Commercial 0 0.0006 0.0010 063-183-110 1401 E BAYSHORE RD 2, EAST PALO ALTO Commercial 0 0.0014 0.0024 063-184-010 1475 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0016 0.0027 063-184-020 2056 GLEN WAY, EAST PALO ALTO Low Density Residential 0 0.0014 0.0024 063-184-030 2070 GLEN WAY, EAST PALO ALTO Low Density Residential 0 0.0012 0.0021 063-184-040 2080 GLEN WAY, EAST PALO ALTO Low Density Residential 0 0.0013 0.0022 063-201-080 566 SACRAMENTO ST, EAST PALO ALTO High Density Residential 0 0.0003 0.0006 063-201-090 576 SACRAMENTO ST, EAST PALO ALTO High Density Residential 0 0.0034 0.0056 063-201-220 2337 UNIVERSITY AVE, EAST PALO ALTO High Density Residential 0 0.0021 0.0034 063-201-240 2343 UNIVERSITY AVE, EAST PALO ALTO High Density Residential 0 0.0022 0.0036 063-201-250 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0055 0.0090 063-201-260 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0018 0.0029 063-201-270 578 SACRAMENTO ST, EAST PALO ALTO High Density Residential 0 0.0023 0.0038 063-201-290 (4) 2331 UNIVERSITY AVE, EAST PALO ALTO High Density Residential 0 0.0071 0.0117 063-202-080 556 WEEKS ST, EAST PALO ALTO High Density Residential 0 0.0003 0.0005 063-202-090 564 WEEKS ST, EAST PALO ALTO High Density Residential 0 0.0003 0.0005 063-202-100 566 WEEKS ST, EAST PALO ALTO High Density Residential 0 0.0003 0.0005 063-202-160 561 SACRAMENTO ST, EAST PALO ALTO High Density Residential 0 0.0082 0.0135 063-202-280
2361-2369 UNIVERSITY AVE 101-308,
EAST PALO ALTO High Density Residential 0 0.0161 0.0264 063-203-160 2387 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 0 0.0024 0.0039 063-203-170 2381 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 0 0.0032 0.0052 063-203-180 2373 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 0 0.0039 0.0064 063-203-200 593 WEEKS ST, EAST PALO ALTO Mixed Use High 0 0.0046 0.0075 063-203-210 585 WEEKS ST, EAST PALO ALTO Commercial 0 0.0032 0.0052 063-203-220 579 WEEKS ST, EAST PALO ALTO Commercial 0 0.0003 0.0004 063-203-230 563 WEEKS ST, EAST PALO ALTO Commercial 0 0.0008 0.0013 063-203-240 549 WEEKS ST, EAST PALO ALTO Commercial 0 0.0003 0.0004 063-203-250 541 WEEKS ST, EAST PALO ALTO Commercial 0 0.0003 0.0004 063-203-260 533 WEEKS ST, EAST PALO ALTO Commercial 0 0.0003 0.0004 063-203-270 , EAST PALO ALTO Commercial 0 0.0002 0.0004 063-203-300 2395 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 0 0.0038 0.0063 063-203-310 2371 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 0 0.0014 0.0024 063-203-320 1586 BAY RD, EAST PALO ALTO Mixed Use High 0 0.0038 0.0061 063-203-330 1590 BAY RD, EAST PALO ALTO Mixed Use High 0 0.0060 0.0095 063-203-340 2387 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 0 0.0043 0.0071 063-203-350 1574 BAY RD, EAST PALO ALTO Commercial 0 0.0006 0.0009 063-203-360 1546 BAY RD, EAST PALO ALTO Commercial 0 0.0005 0.0008 063-203-370 1508 BAY RD, EAST PALO ALTO Commercial 0 0.0009 0.0014 063-203-380 , NO DATA Commercial 0 0.0004 0.0006
063-203-390 1518 BAY RD, EAST PALO ALTO Commercial 0 0.0011 0.0018 063-203-400 1560 BAY RD, EAST PALO ALTO Commercial 0 0.0005 0.0008 063-203-410 1568 BAY RD, EAST PALO ALTO Commercial 0 0.0005 0.0008 063-203-430 1530 BAY RD, EAST PALO ALTO Commercial 0 0.0005 0.0008 063-203-440 1554 BAY RD, EAST PALO ALTO Commercial 0 0.0005 0.0007 063-203-450 1538 BAY RD, EAST PALO ALTO Commercial 0 0.0005 0.0008 063-210-310 2346 UNIVERSITY AVE, EAST PALO ALTO High Density Residential 0 0.0033 0.0054 063-210-340 2369 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0008 0.0013 063-210-350 2365 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0008 0.0013 063-210-360 2300 UNIVERSITY AVE, EAST PALO ALTO High Density Residential 0 0.0032 0.0052 063-210-380 2354 UNIVERSITY AVE, EAST PALO ALTO High Density Residential 0 0.0027 0.0045 063-210-410 2371 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0018 0.0029 063-210-450 2377 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0014 0.0022 063-210-460 2396 UNIVERSITY AVE, EAST PALO ALTO Mixed Use High 0 0.0051 0.0084 063-210-470 633 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0018 0.0029 063-210-480 2361 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0010 0.0017 063-210-490 2355 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0011 0.0018 063-210-520 2338 UNIVERSITY AVE, EAST PALO ALTO High Density Residential 0 0.0034 0.0056 063-210-610 661 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0037 0.0060 063-210-630 2358 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0028 0.0046 063-221-010 , EAST PALO ALTO Mixed Use High 0 0.0054 0.0086 063-221-020 1620 BAY RD, EAST PALO ALTO Mixed Use High 0 0.0090 0.0144 063-221-030 , EAST PALO ALTO Mixed Use High 0 0.0027 0.0043 063-221-040 1640 BAY RD, EAST PALO ALTO Mixed Use High 0 0.0142 0.0226 063-221-050 1650 BAY RD, EAST PALO ALTO Mixed Use High 0 0.0040 0.0063 063-221-060 1660 BAY RD, EAST PALO ALTO Mixed Use High 0 0.0091 0.0144 063-221-070 1670 BAY RD, EAST PALO ALTO Mixed Use High 0 0.0084 0.0134 063-221-100 1760 BAY RD, EAST PALO ALTO Mixed Use High 0 0.0226 0.0361 063-221-110 1796 BAY RD, EAST PALO ALTO Mixed Use High 0 0.0223 0.0355 063-221-140 2397 CLARKE AVE, EAST PALO ALTO Mixed Use High 0 0.0027 0.0040 063-221-150 2387 CLARKE AVE, EAST PALO ALTO Mixed Use High 0 0.0029 0.0043 063-221-160 2377 CLARKE AVE, EAST PALO ALTO Mixed Use High 0 0.0032 0.0048 063-221-170 2373 CLARKE AVE, EAST PALO ALTO Mixed Use High 0 0.0029 0.0043 063-221-180 2371 CLARKE AVE, EAST PALO ALTO Low Density Residential 0 0.0009 0.0013 063-221-190 2369 CLARKE AVE, EAST PALO ALTO Low Density Residential 0 0.0010 0.0015 063-221-200 891 WEEKS ST, EAST PALO ALTO Low Density Residential 0 0.0019 0.0029 063-221-210 871 WEEKS ST, EAST PALO ALTO Low Density Residential 0 0.0009 0.0013 063-221-220 867 WEEKS ST, EAST PALO ALTO Low Density Residential 0 0.0012 0.0018 063-221-230 865 WEEKS ST, EAST PALO ALTO Low Density Residential 0 0.0013 0.0019 063-221-240 , NO DATA Low Density Residential 0 0.0043 0.0065 063-221-250 831 WEEKS ST, EAST PALO ALTO Low Density Residential 0 0.0013 0.0019 063-221-260 819 JAMIE LN, EAST PALO ALTO Low Density Residential 0 0.0008 0.0011 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 2 of 7 Freyer & Laureta, Inc.

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Appendix C: Table 7
Scenario 3: Summary of Additional Sanitary Sewer Flows
APN Address 2014 Zoning 2035 Zoning ADWF Increase (CFS) PDWF Increase (CFS) (1) (2) (1) (2)
063-221-270 823 JAMIE LN, EAST PALO ALTO Low Density Residential 0 0.0010 0.0015 063-221-280 827 JAMIE LN, EAST PALO ALTO Low Density Residential 0 0.0013 0.0019 063-221-290 811 PAUL ROBESON CT, EAST PALO ALTO Low Density Residential 0 0.0008 0.0012 063-221-300 813 PAUL ROBESON CT, EAST PALO ALTO Low Density Residential 0 0.0007 0.0010 063-221-310 815 PAUL ROBESON CT, EAST PALO ALTO Low Density Residential 0 0.0007 0.0011 063-221-320 817 PAUL ROBESON CT, EAST PALO ALTO Low Density Residential 0 0.0007 0.0011 063-221-340 801 WEEKS ST, EAST PALO ALTO Low Density Residential 0 0.0007 0.0011 063-221-350 803 PAUL ROBESON CT, EAST PALO ALTO Low Density Residential 0 0.0007 0.0011 063-221-360 805 PAUL ROBESON CT, EAST PALO ALTO Low Density Residential 0 0.0006 0.0009 063-221-370 807 PAUL ROBESON CT, EAST PALO ALTO Low Density Residential 0 0.0008 0.0011 063-221-380 809 PAUL ROBESON CT, EAST PALO ALTO Low Density Residential 0 0.0007 0.0011 063-221-390 791 WEEKS ST, EAST PALO ALTO Low Density Residential 0 0.0059 0.0088 063-221-410 731 WEEKS ST, EAST PALO ALTO Low Density Residential 0 0.0020 0.0030 063-221-420 717 WEEKS ST, EAST PALO ALTO Low Density Residential 0 0.0015 0.0022 063-221-430 2360 COOLEY AVE, EAST PALO ALTO Low Density Residential 0 0.0010 0.0016 063-221-440 2362-2362 COOLEY AVE, EAST PALO ALTO Low Density Residential 0 0.0009 0.0015 063-221-450 2364 COOLEY AVE, EAST PALO ALTO Low Density Residential 0 0.0010 0.0017 063-221-460 2370 COOLEY AVE, EAST PALO ALTO Mixed Use High 0 0.0144 0.0237 063-221-480 2380 COOLEY AVE, EAST PALO ALTO Mixed Use High 0 0.0091 0.0150 063-221-490 , EAST PALO ALTO Mixed Use High 0 0.0066 0.0104 063-221-500 863 WEEKS ST, EAST PALO ALTO Low Density Residential 0 0.0009 0.0013 063-221-510 761 WEEKS ST, EAST PALO ALTO Low Density Residential 0 0.0011 0.0017 063-221-520 767 CAROLE CT, EAST PALO ALTO Low Density Residential 0 0.0010 0.0014 063-221-530 773 CAROLE CT, EAST PALO ALTO Low Density Residential 0 0.0009 0.0013 063-221-540 779 CAROLE CT, EAST PALO ALTO Low Density Residential 0 0.0008 0.0013 063-221-550 785 CAROLE CT, EAST PALO ALTO Low Density Residential 0 0.0009 0.0013 063-221-560 1794 BAY RD, EAST PALO ALTO Mixed Use High 0 0.0045 0.0072 063-221-570 , EAST PALO ALTO Mixed Use High 0 0.0013 0.0021 063-221-580 , EAST PALO ALTO Mixed Use High 0 0.0006 0.0009 063-221-590 1730 BAY RD, EAST PALO ALTO Mixed Use High 0 0.0343 0.0547 063-231-210 2495 PULGAS AVE, EAST PALO ALTO Mixed Use Corridor 0 0.0032 0.0049 063-231-220 1800 BAY RD, EAST PALO ALTO Office 0 0.0017 0.0028 063-231-230 1890 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0011 0.0017 063-231-240 1804 BAY RD, EAST PALO ALTO Office 0 0.0069 0.0111 063-231-250 1798 BAY RD, EAST PALO ALTO Office 0 0.0106 0.0169 063-231-260 1836 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0110 0.0165 063-231-270 1894 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0007 0.0011 063-231-280 1896 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0007 0.0011 063-231-300 , EAST PALO ALTO Mixed Use Corridor 0 0.0019 0.0029 063-232-090 1003 WEEKS ST, EAST PALO ALTO Office 0 0.0038 0.0057 063-232-150 2421 PULGAS AVE, EAST PALO ALTO Office 0 0.0051 0.0076 063-232-160 2447 PULGAS AVE, EAST PALO ALTO Office 0 0.0021 0.0032 063-232-200 2373 CLARKE AVE, EAST PALO ALTO Mixed Use Corridor 0 0.0053 0.0079 063-232-210 (4) WEEKS ST, EAST PALO ALTO (4) (4) 0.0178 0.0267 063-232-220 (4) WEEKS ST, EAST PALO ALTO (4) (4) 0.0101 0.0152 063-232-230 (4) WEEKS ST, EAST PALO ALTO (4) (4) 0.0140 0.0209 063-232-240 1045 WEEKS ST, EAST PALO ALTO Office 0 0.0065 0.0097 063-232-250 1085 WEEKS ST, EAST PALO ALTO Office 0 0.0007 0.0011 063-232-260 1001 WEEKS ST, EAST PALO ALTO Office 0 0.0023 0.0035 063-232-300 1095 WEEKS ST, EAST PALO ALTO Office 0 0.0014 0.0021 063-232-310 2368 CLARKE AVE, EAST PALO ALTO Mixed Use High 0 0.0035 0.0052 063-232-340 2386 CLARKE AVE, EAST PALO ALTO Mixed Use High 0 0.0039 0.0058 063-232-350 901 WEEKS ST, EAST PALO ALTO Office 0 0.0099 0.0148 063-240-210 NO DATA, EAST PALO ALTO General Industrial 0 0.0017 0.0025 063-240-220 NO DATA, EAST PALO ALTO General Industrial 0 0.0016 0.0024 063-240-270 NO DATA, EAST PALO ALTO General Industrial 0 0.0011 0.0017 063-240-310 NO DATA, EAST PALO ALTO General Industrial 0 0.0181 0.0272 063-240-320 1950 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0151 0.0227 063-240-330 BAY RD, EAST PALO ALTO Mixed Use Corridor 0 0.0044 0.0066 063-240-350 NO DATA, EAST PALO ALTO General Industrial 0 0.0002 0.0003 063-240-360 NO DATA, EAST PALO ALTO General Industrial 0 0.0010 0.0016 063-240-370 NO DATA, EAST PALO ALTO General Industrial 0 0.0012 0.0018 063-240-380 NO DATA, EAST PALO ALTO General Industrial 0 0.0090 0.0135 063-240-390 NO DATA, EAST PALO ALTO General Industrial 0 0.0061 0.0092 063-240-420 NO DATA, EAST PALO ALTO General Industrial 0 0.0282 0.0423 063-240-440 NO DATA, EAST PALO ALTO General Industrial 0 0.0002 0.0004 063-240-460 NO DATA, EAST PALO ALTO General Industrial 0 0.0118 0.0178 063-253-320 (4) NO DATA, EAST PALO ALTO (4) (4) 0.0032 0.0048 063-271-070 1275 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0083 0.0124 063-271-090 (4) 1201 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0062 0.0093 063-271-370 1171 RUNNYMEDE ST, EAST PALO ALTO Low Density Residential 0 0.0059 0.0089 063-271-410 NO DATA, EAST PALO ALTO Industrial 0 0.0004 0.0006 063-271-420 NO DATA, EAST PALO ALTO Industrial Transition 0 0.0005 0.0008 063-271-440 1191 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0010 0.0015 063-271-450 1200 WEEKS ST, EAST PALO ALTO High Density Residential 0 0.0049 0.0074 063-271-470 1249 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0014 0.0022 063-271-480 , EAST PALO ALTO Parks/Recreation/Conservation 0 0.0071 0.0106 063-271-490 NO DATA, EAST PALO ALTO Industrial Transition 0 0.0091 0.0137 063-271-500 1269 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0015 0.0023 063-271-510 1265 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0010 0.0015 063-271-520 1261 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0010 0.0015 063-271-530 1257 RUNNYMEDE ST, EAST PALO ALTO High Density Residential 0 0.0010 0.0015 063-271-540 NO DATA, EAST PALO ALTO Industrial Transition 0 0.0009 0.0014 063-271-550 NO DATA, EAST PALO ALTO Industrial Transition 0 0.0004 0.0006 063-271-560 NO DATA, EAST PALO ALTO Industrial Transition 0 0.0004 0.0006 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 3 of 7 Freyer & Laureta, Inc.

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Appendix C: Table 7
Scenario 3: Summary of Additional Sanitary Sewer Flows
APN Address 2014 Zoning 2035 Zoning ADWF Increase (CFS) PDWF Increase (CFS) (1) (2) (1) (2)
063-271-570 NO DATA, EAST PALO ALTO Industrial Transition 0 0.0004 0.0000 063-281-020 (4) 2021 EUCLID AVE (4) (4) 0.0081 0.0140
063-281-030 (4) 2025 EUCLID AVE (4) (4) 0.0066 0.0114
063-281-040 (4) 2031 EUCLID AVE (4) (4) 0.0111 0.0191
063-281-100 (4) 2043 EUCLID AVE (4) (4) 0.0066 0.0114
063-281-110 (4) 2041 EUCLID AVE (4) (4) 0.0064 0.0110
063-282-010 (4) 501 O'CONNOR STREET (4) (4) 0.0175 0.0300 063-282-020 (4) 2012 EUCLID AVE (4) (4) 0.0183 0.0314
063-282-030 (4) 2032 EUCLID AVE (4) (4) 0.0087 0.0150
063-282-040 (4) 2036 EUCLID AVE (4) (4) 0.0083 0.0143
063-282-050 (4) 2040/2042 EUCLID AVE (4) (4) 0.0075 0.0130 063-282-060 (4) 2044 EUCLID AVE (4) (4) 0.0095 0.0164
063-282-070 (4) 2054 EUCLID AVE (4) (4) 0.0130 0.0223
063-282-080 (4) 2033 MANHATTAN AVE, EAST PALO ALTO (4) (4) 0.0275 0.0473 063-282-090 (4) 2001 MANHATTAN AVE, EAST PALO ALTO (4) (4) 0.0373 0.0641 063-291-010 1489 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0030 0.0052 063-292-180 2101 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0071 0.0122 063-292-370 (4) 2117 UNIVERSITY AVE, EAST PALO ALTO Office, High Density Residential 0 0.0166 0.0285 063-292-380 2160 EUCLID AVE, EAST PALO ALTO (4) (4) 0.1659 0.2424 063-302-170 2283 UNIVERSITY AVE, EAST PALO ALTO Office 0 0.0038 0.0055 063-302-180 2281 UNIVERSITY AVE, EAST PALO ALTO Office 0 0.0033 0.0049 063-302-210 2263 UNIVERSITY AVE, EAST PALO ALTO Office 0 0.0074 0.0107 063-302-220 2253 UNIVERSITY AVE, EAST PALO ALTO Office 0 0.0033 0.0049 063-302-230 2247 UNIVERSITY AVE, EAST PALO ALTO Office 0 0.0047 0.0069 063-302-280 575A BELL ST, EAST PALO ALTO Office 0 0.0031 0.0046 063-302-290 565 BELL ST, EAST PALO ALTO Office 0 0.0030 0.0044 063-302-330 2201 UNIVERSITY AVE, EAST PALO ALTO Office 0 0.0224 0.0328 063-302-340 584 RUNNYMEDE ST, EAST PALO ALTO Office 0 0.0062 0.0091 063-302-460 2277 UNIVERSITY AVE, EAST PALO ALTO Office 0 0.0057 0.0083 063-302-470 2279 UNIVERSITY AVE, EAST PALO ALTO Office 0 0.0037 0.0053 063-312-400 (4) , NO DATA Commercial 0 0.0035 0.0051
063-321-050 2124 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0044 0.0065 063-321-060 2126 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0036 0.0053 063-321-070 , EAST PALO ALTO Commercial 0 0.0008 0.0012 063-321-080 2142 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0030 0.0043 063-321-100 2160 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0058 0.0085 063-321-110 2164 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0028 0.0041 063-321-120 2166 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0028 0.0041 063-321-130 2172 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0028 0.0041 063-321-140 2178 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0027 0.0039 063-321-180 612 BELL ST, EAST PALO ALTO Commercial 0 0.0018 0.0026 063-321-190 616 BELL ST, EAST PALO ALTO Commercial 0 0.0019 0.0028 063-321-200 644 BELL ST, EAST PALO ALTO Commercial 0 0.0024 0.0035 063-321-210 2189 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0022 0.0033 063-321-220 2187 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0018 0.0027 063-321-230 2181 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0028 0.0040 063-321-240 2171 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0024 0.0035 063-321-250 2165 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0023 0.0034 063-321-260 2161 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0024 0.0035 063-321-270 2157 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0024 0.0036 063-321-280 2153 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0024 0.0035 063-321-290 2149 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0025 0.0036 063-321-300 2145 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0025 0.0036 063-321-310 2141 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0025 0.0036 063-321-320 2133 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0024 0.0034 063-321-330 2129 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0017 0.0024 063-321-400 2194 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0068 0.0099 063-321-410 2148 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0040 0.0059 063-321-420 (4) , NO DATA Commercial 0 0.0165 0.0242
063-322-040 2124 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0005 0.0008 063-322-050 2132 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0006 0.0009 063-322-060 2134 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0005 0.0008 063-322-070 2138 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0005 0.0008 063-322-080 2142 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0005 0.0008 063-322-090 2144 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0006 0.0008 063-322-100 2154 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0007 0.0010 063-322-110 2162 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0007 0.0011 063-322-130 2184 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0007 0.0010 063-322-140 2194 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0008 0.0012 063-322-150 2198 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0005 0.0007 063-322-160 660 BELL ST, EAST PALO ALTO Commercial 0 0.0004 0.0006 063-322-340 2169 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0023 0.0034 063-322-410 (4) , NO DATA High Density Residential 0 0.0017 0.0025 063-322-500 2159 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0008 0.0011 063-322-560 (4) DONOHOE ST, EAST PALO ALTO High Density Residential 0 0.0072 0.0106 063-322-580 2118 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0006 0.0008 063-331-030 2212 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0032 0.0047 063-331-060 2242 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0025 0.0037 063-331-070 2248 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0025 0.0037 063-331-080 2252 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0025 0.0037 063-331-090 2264 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0025 0.0037 063-331-100 2268 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0025 0.0037 063-331-110 2272 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0025 0.0037 063-331-120 2274 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0034 0.0050 063-331-130 2276 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0023 0.0033 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 4 of 7 Freyer & Laureta, Inc.

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Appendix C: Table 7
Scenario 3: Summary of Additional Sanitary Sewer Flows
APN Address 2014 Zoning 2035 Zoning ADWF Increase (CFS) PDWF Increase (CFS) (1) (2) (1) (2)
063-331-140 2280 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0023 0.0033 063-331-150 2284 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0023 0.0033 063-331-190 2291 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0023 0.0034 063-331-200 2287 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0023 0.0034 063-331-210 2285 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0023 0.0034 063-331-220 2277 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0022 0.0032 063-331-230 2267 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0021 0.0031 063-331-240 2263 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0021 0.0031 063-331-250 2255 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0022 0.0032 063-331-260 2251 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0022 0.0032 063-331-270 2249 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0022 0.0032 063-331-280 2245 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0022 0.0032 063-331-290 2239 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0028 0.0041 063-331-300 2233 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0028 0.0041 063-331-310 2227 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0023 0.0034 063-331-320 2219 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0023 0.0033 063-331-330 2217 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0019 0.0027 063-331-340 2205 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0026 0.0037 063-331-350 643 BELL ST, EAST PALO ALTO Commercial 0 0.0025 0.0036 063-331-370 2200 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0064 0.0093 063-331-380 2240 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0038 0.0055 063-331-410 2220 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0070 0.0102 063-442-360 (4) 330 DONOHOE ST, EAST PALO ALTO Low Density Residential 0 0.0065 0.0112 063-473-150 (4) 1995 MANHATTAN AVE, EAST PALO ALTO Commercial 0 0.0011 0.0019 063-473-160 (4) 1991 MANHATTAN AVE, EAST PALO ALTO Commercial 0 0.0025 0.0043 063-473-170 (4) 1965 MANHATTAN AVE, EAST PALO ALTO Commercial 0 0.0018 0.0032 063-473-180 (4) 1955 MANHATTAN AVE, EAST PALO ALTO Commercial 0 0.0022 0.0038 063-473-190 (4) 1919 MANHATTAN AVE, EAST PALO ALTO Commercial 0 0.0030 0.0052 063-473-200 (4) 1901 MANHATTAN AVE, EAST PALO ALTO Commercial 0 0.0038 0.0066 063-481-010 1699 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0006 0.0010 063-481-020 1681 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0005 0.0009 063-481-030 1671 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0006 0.0009 063-481-040 1669 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0006 0.0010 063-481-050 1651 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0008 0.0014 063-481-060 1643 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0006 0.0011 063-481-070 1637 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0007 0.0011 063-481-080 1629 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0006 0.0010 063-481-090 1621 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0006 0.0009 063-481-100 644 SCOFIELD AVE, EAST PALO ALTO Commercial 0 0.0007 0.0012 063-481-110 652 SCOFIELD AVE, EAST PALO ALTO Commercial 0 0.0005 0.0008 063-481-120 660 SCOFIELD AVE, EAST PALO ALTO Commercial 0 0.0006 0.0010 063-481-130 610 CIRCLE DR, EAST PALO ALTO Commercial 0 0.0006 0.0010 063-481-140 620 CIRCLE DR, EAST PALO ALTO Commercial 0 0.0006 0.0011 063-481-150 630 CIRCLE DR, EAST PALO ALTO Commercial 0 0.0006 0.0010 063-481-160 640 CIRCLE DR, EAST PALO ALTO Commercial 0 0.0006 0.0010 063-481-170 650 CIRCLE DR, EAST PALO ALTO Commercial 0 0.0007 0.0012 063-481-180 1917 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0007 0.0012 063-481-190 1909 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0007 0.0012 063-481-210 1901 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0007 0.0011 063-481-220 1905 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0006 0.0011 063-482-010 641 CIRCLE DR, EAST PALO ALTO Commercial 0 0.0005 0.0008 063-482-020 621 CIRCLE DR, EAST PALO ALTO Commercial 0 0.0006 0.0009 063-482-030 611 CIRCLE DR, EAST PALO ALTO Commercial 0 0.0006 0.0011 063-483-030 1909 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0008 0.0013 063-483-040 1943 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0016 0.0028 063-483-050 1609 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0033 0.0057 063-484-010 655 SCOFIELD AVE, EAST PALO ALTO Commercial 0 0.0006 0.0011 063-484-020 1902 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0008 0.0013 063-484-030 1908 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0014 0.0024 063-484-040 1916 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0022 0.0037 063-484-050 1920 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0013 0.0023 063-484-060 1934 CAPITOL AVE, EAST PALO ALTO Commercial 0 0.0036 0.0061 063-484-090 1949 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0020 0.0034 063-484-100 1941 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0023 0.0038 063-484-110 685 SCOFIELD AVE, EAST PALO ALTO Commercial 0 0.0027 0.0045 063-484-130 1957 COOLEY AVE, EAST PALO ALTO Commercial 0 0.0049 0.0083 063-492-070 1927 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0030 0.0050 063-492-280 1933 PULGAS AVE, EAST PALO ALTO Commercial 0 0.0072 0.0115 063-492-350 (4) 1805 E BAYSHORE RD #1-94, EAST PALO ALTO (4) (4) 0.0481 0.0765 063-492-480 1895 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0040 0.0063 063-501-020 1874 W BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0033 0.0053 063-501-030 1870 W BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0016 0.0025 063-501-040 1879 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0016 0.0025 063-501-050 1875 WOODLAND AVE, EAST PALO ALTO Commercial 0 0.0014 0.0022 063-511-020 2039 CLARKE AVE, EAST PALO ALTO Commercial 0 0.0020 0.0031 063-511-030 2035 CLARKE AVE, EAST PALO ALTO Commercial 0 0.0021 0.0031 063-511-040 2029 CLARKE AVE, EAST PALO ALTO Commercial 0 0.0041 0.0061 063-511-050 2027 CLARKE AVE, EAST PALO ALTO Commercial 0 0.0019 0.0027 063-511-060 2023 CLARKE AVE, EAST PALO ALTO Commercial 0 0.0022 0.0032 063-511-070 2017 CLARKE AVE, EAST PALO ALTO Commercial 0 0.0020 0.0030 063-511-080 2013 CLARKE AVE, EAST PALO ALTO Commercial 0 0.0020 0.0030 063-511-090 2009 CLARKE AVE, EAST PALO ALTO Commercial 0 0.0020 0.0030 063-511-190 872 DONOHOE ST, EAST PALO ALTO Commercial 0 0.0033 0.0049 063-511-200 866 DONOHOE ST, EAST PALO ALTO Commercial 0 0.0029 0.0042 063-511-210 864 DONOHOE ST, EAST PALO ALTO Commercial 0 0.0024 0.0036 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 5 of 7 Freyer & Laureta, Inc.

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Appendix C: Table 7
Scenario 3: Summary of Additional Sanitary Sewer Flows
APN Address 2014 Zoning 2035 Zoning ADWF Increase (CFS) PDWF Increase (CFS) (1) (2) (1) (2)
063-511-220 862 DONOHOE ST, EAST PALO ALTO Commercial 0 0.0017 0.0025 063-511-240 896 DONOHOE ST, EAST PALO ALTO Commercial 0 0.0018 0.0026 063-511-250 860 DONOHOE ST, EAST PALO ALTO Commercial 0 0.0026 0.0038 063-511-260 890 DONOHOE ST, EAST PALO ALTO Commercial 0 0.0019 0.0028 063-511-490 1731 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0543 0.0799 063-511-520 1761 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0571 0.0968 063-511-630 1721 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0144 0.0244 063-511-660 899 OCONNOR ST, EAST PALO ALTO Commercial 0 0.0012 0.0020 063-511-680 1751 EAST BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0918 0.1556 063-511-690 1745 E BAYSHORE BLVD, EAST PALO ALTO Commercial 0 0.0146 0.0247 063-511-720 1775 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.1324 0.2245 063-515-060 1821 CLARKE AVE, EAST PALO ALTO High Density Residential 0 0.0003 0.0006 063-515-070 1805 CLARKE AVE, EAST PALO ALTO High Density Residential 0 0.0007 0.0010 063-515-080 1787 WOODLAND AVE, EAST PALO ALTO High Density Residential 0 0.0003 0.0005 063-515-230 1785 WOODLAND AVE, EAST PALO ALTO High Density Residential 0 0.0006 0.0010 063-571-060 1985 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0219 0.0349 063-571-070 1981 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0105 0.0162 063-571-080 1961 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0228 0.0353 063-571-090 1905 E BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0039 0.0061 063-680-020 (4) 1900 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0232 0.0358 063-680-050 (4) , NO DATA Commercial 0 0.0002 0.0004
063-680-060 (4) , NO DATA Commercial 0 0.0002 0.0004
063-680-090 (4) , EAST PALO ALTO Commercial 0 0.0013 0.0022 063-680-100 (4) , EAST PALO ALTO Commercial 0 0.0013 0.0022 063-680-110 (4) , EAST PALO ALTO Commercial 0 0.0035 0.0060 063-680-130 (4) 2000 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0215 0.0369 063-680-150 (4) 2050 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0337 0.0579 063-680-180 (4) , EAST PALO ALTO Commercial 0 0.0001 0.0001 063-680-190 (4) 2000 UNIVERSITY AVE, EAST PALO ALTO Commercial 0 0.0394 0.0678 063-730-010 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-020 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-030 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-040 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-050 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-060 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-070 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-080 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-090 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-100 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-110 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-120 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-130 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-140 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-150 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-160 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-170 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-180 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-190 2477 PULGAS AVE, EAST PALO ALTO High Density Residential 0 0.0003 0.0005 063-730-200 2477 PULGAS AVE, EAST PALO ALTO High Density Residential 0 0.0003 0.0005 063-730-210 2477 PULGAS AVE, EAST PALO ALTO High Density Residential 0 0.0003 0.0005 063-730-220 2477 PULGAS AVE, EAST PALO ALTO High Density Residential 0 0.0003 0.0005 063-730-230 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-240 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-250 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-260 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-270 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-280 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-290 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-300 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-310 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-320 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-330 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-340 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-350 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-360 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-370 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-380 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-390 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-400 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-410 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-420 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-430 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-440 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-450 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-460 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-470 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-480 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-490 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-500 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 063-730-510 2477 PULGAS AVE, EAST PALO ALTO High Density Residential Medium Density Residential 0.0003 0.0005 113-530-010
to 113-530-999
2420 GLORIA WAY, EAST PALO ALTO Low Density Residential 0 0.0031 0.0050 113-710-010
to 113-710-999
2440 GLORIA WAY, EAST PALO ALTO Low Density Residential 0 0.0016 0.0026 2025 Wastewater Colleciton - Flow Calculations.xlsx Page 6 of 7 Freyer & Laureta, Inc.

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Appendix C: Table 7
Scenario 3: Summary of Additional Sanitary Sewer Flows
APN Address 2014 Zoning 2035 Zoning ADWF Increase (CFS) PDWF Increase (CFS) (1) (2) (1) (2)
113-720-010
to 113-720-999
2460 GLORIA WAY, EAST PALO ALTO Low Density Residential 0 0.0014 0.0022 113-740-010
to 113-740-999
2470 GLORIA WAY, EAST PALO ALTO Low Density Residential 0 0.0021 0.0034 114-240-010
to 114-240-300
2330 UNIVERSITY AVE, EAST PALO ALTO High Density Residential 0 0.0073 0.0120 114-450-010
to 114-460-300
1765 EAST BAYSHORE RD, EAST PALO ALTO Commercial 0 0.0164 0.0242 114-590-050 NO DATA, EAST PALO ALTO Office 0 0.0363 0.0545 Total (CFS) 2.84 4.47
Total (MGD) (3) 1.85 2.90
Notes:
(1) Increase in ADWF and PDWF is the difference between the estimated flows from 2014 presented in Table 2 and the projected flows based on the Vision 2035 General Plan Update presented in Table 3. (2) ADWF and PDWF assumes that flows are contributed from all land uses over a standard 24-hour day. (3) Total ADWF Increase in MGD is consistent with the projected increase in water demand in the Year 2040 presented in Section 3 of the City of East Palo Alto's 2015 Urban Water Management Plan date June 2016.The City of East Palo Alto water supply allocation from the San Francisco Public Utilities Commission was 1.96 MGD and the General Plan projects a maximum demand of 3.03 MGD in the Year 2040 representing an increase of 1.07 MGD in average day demand. (4) Flows from parcels based on New Service Applications submitted to the District. Please see Table 6 for calculation of injected flows.

Last Printed: 5/12/2025 294
FREYER & LAURETA, INC. Civil Engineers · Surveyors · Construction Managers.

APPENDIX D

MODEL OUTPUT AND RESULTS
Scenario 1: 2025 Model Output and Results
Scenario 2: 205 Model Output and Results
Scenario 3: 2035 Enhanced Model Output and Results
295
Appendix D: Table 1
Scenario 1: 2025 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
A14 Sanitary Pattern Load Fixed 0.0645
A16 Sanitary Pattern Load Fixed 0.0465
A17 Sanitary Pattern Load Fixed 0.0260
A20 Sanitary Pattern Load Fixed 0.0448
A27 Sanitary Pattern Load Fixed 0.0399
A30 Sanitary Pattern Load Fixed 0.0129
A34 Sanitary Pattern Load Fixed 0.0037
A36 Sanitary Pattern Load Fixed 0.0028
A38 Sanitary Pattern Load Fixed 0.0018
A4 Sanitary Pattern Load Fixed 0.0340
A41 Sanitary Pattern Load Fixed 0.0008
A42 Sanitary Pattern Load Fixed 0.0018
A43 Sanitary Pattern Load Fixed 0.0005
A45 Sanitary Pattern Load Fixed 0.0009
A46 Sanitary Pattern Load Fixed 0.0039
A7 Sanitary Pattern Load Fixed 0.0340
B18 Sanitary Pattern Load Fixed 0.1020
B20 Sanitary Pattern Load Fixed 0.1020
B23 Sanitary Pattern Load Fixed 0.1020
B26 Sanitary Pattern Load Fixed 0.0666
B28 Sanitary Pattern Load Fixed 0.0666
B30 Sanitary Pattern Load Fixed 0.0330
B32 Sanitary Pattern Load Fixed 0.0330
B33 Sanitary Pattern Load Fixed 0.0330
B36 Sanitary Pattern Load Fixed 0.0527
B40 Sanitary Pattern Load Fixed 0.0360
B42 Sanitary Pattern Load Fixed 0.0360
B43 Sanitary Pattern Load Fixed 0.0360
B45 Sanitary Pattern Load Fixed 0.0343
B47 Sanitary Pattern Load Fixed 0.0097
B48 Sanitary Pattern Load Fixed 0.0328
B51 Sanitary Pattern Load Fixed 0.0260
C13 Sanitary Pattern Load Fixed 0.0472
C15 Sanitary Pattern Load Fixed 0.0572
C18 Sanitary Pattern Load Fixed 0.0572
C20 Sanitary Pattern Load Fixed 0.0330
C22 Sanitary Pattern Load Fixed 0.0330
C24 Sanitary Pattern Load Fixed 0.0283
C25 Sanitary Pattern Load Fixed 0.0283
C26 Sanitary Pattern Load Fixed 0.2000
C29 Sanitary Pattern Load Fixed 0.0195
2025 PWWF Model Results.xlsx Page 1 of 5
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Last printed: 6/18/2025 296
Appendix D: Table 1
Scenario 1: 2025 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
C31 Sanitary Pattern Load Fixed 0.0195
C33 Sanitary Pattern Load Fixed 0.0195
C34 Sanitary Pattern Load Fixed 0.0095
C37 Sanitary Pattern Load Fixed 0.0458
C39 Sanitary Pattern Load Fixed 0.0458
C42 Sanitary Pattern Load Fixed 0.0458
C43 Sanitary Pattern Load Fixed 0.0132
C47 Sanitary Pattern Load Fixed 0.0911
C51 Sanitary Pattern Load Fixed 0.1755
D1 Sanitary Pattern Load Fixed 0.0374
D17 Sanitary Pattern Load Fixed 0.2000
D28 Sanitary Pattern Load Fixed 0.1700
D31 Sanitary Pattern Load Fixed 0.0765
D32 Sanitary Pattern Load Fixed 0.0765
D39 Sanitary Pattern Load Fixed 0.0100
D40 Sanitary Pattern Load Fixed 0.0100
D42 Sanitary Pattern Load Fixed 0.0214
D44 Sanitary Pattern Load Fixed 0.1500
D50 Sanitary Pattern Load Fixed 0.3500
D55 Sanitary Pattern Load Fixed 0.1200
D61 Sanitary Pattern Load Fixed 0.1336
D62 Sanitary Pattern Load Fixed 0.0150
D66 Sanitary Pattern Load Fixed 0.1989
D68 Sanitary Pattern Load Fixed 0.0300
D69 Sanitary Pattern Load Fixed 0.0300
D70 Sanitary Pattern Load Fixed 0.1400
D71 Sanitary Pattern Load Fixed 0.1200
D74 Sanitary Pattern Load Fixed 0.0770
E21 Sanitary Pattern Load Fixed 0.0609
E23 Sanitary Pattern Load Fixed 0.0609
E26 Sanitary Pattern Load Fixed 0.0670
E28 Sanitary Pattern Load Fixed 0.0427
E30 Sanitary Pattern Load Fixed 0.0670
E32 Sanitary Pattern Load Fixed 0.0610
E33 Sanitary Pattern Load Fixed 0.0088
E34 Sanitary Pattern Load Fixed 0.0400
E35 Sanitary Pattern Load Fixed 0.0305
E37 Sanitary Pattern Load Fixed 0.0609
E39 Sanitary Pattern Load Fixed 0.0609
E40 Sanitary Pattern Load Fixed 0.0609
E41 Sanitary Pattern Load Fixed 0.0183
2025 PWWF Model Results.xlsx Page 2 of 5
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Last printed: 6/18/2025 297
Appendix D: Table 1
Scenario 1: 2025 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
E45 Sanitary Pattern Load Fixed 0.0609
E47 Sanitary Pattern Load Fixed 0.0609
E49 Sanitary Pattern Load Fixed 0.0609
F13 Sanitary Pattern Load Fixed 0.0260
F14 Sanitary Pattern Load Fixed 0.0190
F16 Sanitary Pattern Load Fixed 0.0648
F18 Sanitary Pattern Load Fixed 0.0260
F21 Sanitary Pattern Load Fixed 0.0260
F26 Sanitary Pattern Load Fixed 0.0129
F28 Sanitary Pattern Load Fixed 0.0129
G11 Sanitary Pattern Load Fixed 0.0382
G12 Sanitary Pattern Load Fixed 0.0116
G13 Sanitary Pattern Load Fixed 0.0190
G16 Sanitary Pattern Load Fixed 0.0097
G18 Sanitary Pattern Load Fixed 0.0097
G21 Sanitary Pattern Load Fixed 0.0050
G22 Sanitary Pattern Load Fixed 0.0050
G8 Sanitary Pattern Load Fixed 0.0382
H23 Sanitary Pattern Load Fixed 0.0100
H27 Sanitary Pattern Load Fixed 0.0372
H28 Sanitary Pattern Load Fixed 0.0302
H30 Sanitary Pattern Load Fixed 0.0529
H31 Sanitary Pattern Load Fixed 0.0415
H33 Sanitary Pattern Load Fixed 0.1119
H38 Sanitary Pattern Load Fixed 0.0792
H39 Sanitary Pattern Load Fixed 0.1020
H41 Sanitary Pattern Load Fixed 0.0920
H43 Sanitary Pattern Load Fixed 0.0920
H44 Sanitary Pattern Load Fixed 0.1020
H45 Sanitary Pattern Load Fixed 0.0100
H49 Sanitary Pattern Load Fixed 0.0100
H51 Sanitary Pattern Load Fixed 0.0372
H53 Sanitary Pattern Load Fixed 0.0529
H58 Sanitary Pattern Load Fixed 0.0406
H61 Sanitary Pattern Load Fixed 0.0406
H63 Sanitary Pattern Load Fixed 0.0110
H67 Sanitary Pattern Load Fixed 0.0100
H69 Sanitary Pattern Load Fixed 0.0100
H70 Sanitary Pattern Load Fixed 0.0090
H72 Sanitary Pattern Load Fixed 0.0090
I16 Sanitary Pattern Load Fixed 0.0050
2025 PWWF Model Results.xlsx Page 3 of 5
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Last printed: 6/18/2025 298
Appendix D: Table 1
Scenario 1: 2025 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
I17 Sanitary Pattern Load Fixed 0.0050
I19 Sanitary Pattern Load Fixed 0.0050
I20 Sanitary Pattern Load Fixed 0.0050
I22 Sanitary Pattern Load Fixed 0.0590
I25 Sanitary Pattern Load Fixed 0.0789
I26 Sanitary Pattern Load Fixed 0.0690
I29 Sanitary Pattern Load Fixed 0.0690
I33 Sanitary Pattern Load Fixed 0.0050
I34 Sanitary Pattern Load Fixed 0.0050
J10 Sanitary Pattern Load Fixed 0.0545
J14 Sanitary Pattern Load Fixed 0.0290
J7 Sanitary Pattern Load Fixed 0.0227
K10 Sanitary Pattern Load Fixed 0.0100
K14 Sanitary Pattern Load Fixed 0.0205
K15 Sanitary Pattern Load Fixed 0.0100
K20 Sanitary Pattern Load Fixed 0.0205
K23 Sanitary Pattern Load Fixed 0.0050
K24 Sanitary Pattern Load Fixed 0.0050
K25 Sanitary Pattern Load Fixed 0.0160
K36 Sanitary Pattern Load Fixed 0.0595
K37 Sanitary Pattern Load Fixed 0.0595
L11 Sanitary Pattern Load Fixed 0.0160
L12 Sanitary Pattern Load Fixed 0.0536
L19 Sanitary Pattern Load Fixed 0.1600
L20 Sanitary Pattern Load Fixed 0.0058
L22 Sanitary Pattern Load Fixed 0.0255
L29 Sanitary Pattern Load Fixed 0.0790
L33 Sanitary Pattern Load Fixed 0.0790
L36 Sanitary Pattern Load Fixed 0.1100
L38 Sanitary Pattern Load Fixed 0.1200
L41 Sanitary Pattern Load Fixed 0.0050
L46 Sanitary Pattern Load Fixed 0.0128
L51 Sanitary Pattern Load Fixed 0.0077
L55 Sanitary Pattern Load Fixed 0.0425
L56 Sanitary Pattern Load Fixed 0.0510
L60 Sanitary Pattern Load Fixed 0.1028
L61 Sanitary Pattern Load Fixed 0.0340
L62 Sanitary Pattern Load Fixed 0.0140
L8 Sanitary Pattern Load Fixed 0.0340
M14 Sanitary Pattern Load Fixed 0.0200
M16 Sanitary Pattern Load Fixed 0.0100
2025 PWWF Model Results.xlsx Page 4 of 5
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Last printed: 6/18/2025 299
Appendix D: Table 1
Scenario 1: 2025 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
M23 Sanitary Pattern Load Fixed 0.2800
M28 Sanitary Pattern Load Fixed 0.0109
M30 Sanitary Pattern Load Fixed 0.0109
M32 Sanitary Pattern Load Fixed 0.0446
M32 Sanitary Pattern Load Fixed 0.0123
M35 Sanitary Pattern Load Fixed 0.0123
M36 Sanitary Pattern Load Fixed 0.0287
M38 Sanitary Pattern Load Fixed 0.2463
N15 Sanitary Pattern Load Fixed 0.0123
N18 Sanitary Pattern Load Fixed 0.0123
N30 Sanitary Pattern Load Fixed 0.0109
O16 Sanitary Pattern Load Fixed 0.0279
O20 Sanitary Pattern Load Fixed 0.0057
O24 Sanitary Pattern Load Fixed 0.0300
O27 Sanitary Pattern Load Fixed 0.0066
O28 Sanitary Pattern Load Fixed 0.0065
O30 Sanitary Pattern Load Fixed 0.0164
O33 Sanitary Pattern Load Fixed 0.0164
O36 Sanitary Pattern Load Fixed 0.0164
O38 Sanitary Pattern Load Fixed 0.0066
O41 Sanitary Pattern Load Fixed 0.0066
O44 Sanitary Pattern Load Fixed 0.0066
O46 Sanitary Pattern Load Fixed 0.0070
O48 Sanitary Pattern Load Fixed 0.0070
O50 Sanitary Pattern Load Fixed 0.0070
O53 Sanitary Pattern Load Fixed 0.0100
O56 Sanitary Pattern Load Fixed 0.0672
O58 Sanitary Pattern Load Fixed 0.0394
O60 Sanitary Pattern Load Fixed 0.3413
O63 Sanitary Pattern Load Fixed 0.0136
F8 Sanitary Pattern Load Fixed 0.0628
Abbreviations
PWWF: Peak Wet Weather Flow
CFS: Cubic Feet per Second
2025 PWWF Model Results.xlsx Page 5 of 5
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Last printed: 6/18/2025 300
Appendix D: Table 2
Scenario 1: 2025 PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node Rim (Stop) (ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%) Depth/Rise (%)
Depth
(Maximum) / Rise
(%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
A1+A2 A1 16.28 2 A2 15.82 1.92 79.9 0.001 12 1 0.013 1.5360 2.20 2.20 0.83 1.5360 1.1275 136.2 83.3 83.3 FALSE 2.85A2+A5 A2 15.82 1.82 A5 14.53 1.57 244.2 0.001 12 1 0.013 1.5700 2.21 2.21 0.85 1.5700 1.1400 137.7 84.8 84.8 FALSE 2.79A3+A2 A3 14.86 8.76 A2 15.82 2.12 287.5 0.023 6 1 0.013 0.0340 1.11 1.11 0.09 0.0340 0.8527 4.0 17.5 17.6 TRUE 8.85A4+A3 A4 14 9.48 A3 14.86 8.86 312 0.002 6 1 0.013 0.0340 0.62 0.89 0.16 0.0378 0.2501 13.6 32.1 26.8 FALSE 9.66A5+A8 A5 14.53 1.57 A8 13.85 1.53 124.3 0 15 1 0.013 1.6040 2.35 2.35 0.68 1.6040 1.1588 138.4 54.5 54.5 FALSE 2.35A6+A5 A6 13.72 7.32 A5 14.53 5.81 286.8 0.005 6 1 0.013 0.0340 0.82 0.85 0.13 0.0344 0.4071 8.4 26.3 26.0 FALSE 7.45A7+A6 A7 14 8.03 A6 13.72 7.42 306 0.002 6 1 0.013 0.0340 0.63 0.87 0.16 0.0377 0.2505 13.6 32.0 27.2 FALSE 8.21A8+A9 A8 13.85 1.43 A9 12.82 1.16 61.2 0.004 15 1 0.013 1.6040 3.28 3.28 0.52 1.6040 4.2913 37.4 42.0 42.0 FALSE 1.97A9+A10 A9 12.82 0.62 A10 11.42 0.57 181.2 0 15 1 0.013 1.6040 2.08 2.08 0.75 1.6040 1.0731 149.5 60.2 60.2 FALSE 1.47A10+A15 A10 11.42 0.47 A15 9.93 0.03 299.3 0.001 15 1 0.013 1.6688 2.00 2.00 0.80 1.6688 2.4766 67.4 64.3 64.3 FALSE 1.26A11+A10 A11 11.83 2.53 A10 11.42 1.12 417.5 0.003 6 1 0.013 0.0645 0.95 0.95 0.19 0.0646 0.3260 19.8 37.9 37.8 FALSE 2.72A12+A11 A12 9.52 4.07 A11 11.83 2.63 485.1 0.003 6 1 0.013 0.0645 0.90 0.90 0.20 0.0645 0.3057 21.1 39.2 39.2 FALSE 4.27A13+A12 A13 7.19 5.15 A12 9.52 4.07 412.1 0.003 6 1 0.013 0.0645 0.86 0.86 0.20 0.0645 0.2872 22.5 40.6 40.6 FALSE 5.35A14+A13 A14 8.06 5.91 A13 7.19 5.19 288.3 0.002 6 1 0.013 0.0645 0.84 0.84 0.21 0.0645 0.2804 23.0 41.2 41.2 FALSE 6.13A15+A16 A15 9.93 -0.03 A16 8.08 -0.17 435.1 0 15 1 0.013 1.6686 1.71 1.71 0.93 1.6686 1.1586 144.0 74.3 74.3 FALSE 1.00A16+A21 A16 8.08 -0.22 A21 7.13 -0.42 296.3 0.001 15 1 0.013 1.8020 2.08 2.08 0.83 1.8020 1.6783 107.4 66.4 66.4 FALSE 0.69A17+A31 A17 8.77 1.57 A31 8.39 1.1 235.4 0.002 6 1 0.013 0.0260 0.71 0.71 0.12 0.0261 0.2507 10.4 24.1 24.2 FALSE 1.71A18+A16 A18 7.05 1.45 A16 8.08 0.73 441.8 0.002 6 1 0.013 0.0448 0.59 0.59 0.20 0.0448 0.2265 19.8 41.0 41.0 FALSE 1.66A19+A18 A19 6.77 2.98 A18 7.05 1.45 213.5 0.007 6 1 0.013 0.0448 1.01 1.01 0.14 0.0448 0.4749 9.4 27.7 27.7 FALSE 3.13A20+A19 A20 5.62 3.73 A19 6.77 3.05 339.8 0.002 6 1 0.013 0.0448 0.64 0.64 0.19 0.0448 0.2510 17.8 38.7 38.7 FALSE 3.92A21+A23 A21 7.13 -0.52 A23 7.01 -0.8 155.1 0.002 15 1 0.013 1.8020 2.68 2.68 0.67 1.8020 2.7445 65.7 53.8 53.8 FALSE 0.20A22+A29 A22 6.99 -0.92 A29 6.36 -1.21 369.1 0.001 18 1 0.013 1.8419 1.96 1.96 0.79 1.8419 2.9441 62.6 52.5 52.5 FALSE -0.09A23+A22 A23 7.01 -0.8 A22 6.99 -0.92 13.8 0.009 15 1 0.013 1.8419 2.32 2.32 0.77 1.8421 6.0236 30.6 61.6 61.6 FALSE -0.09A24+A23 A24 7.7 1.62 A23 7.01 0.37 250.6 0.005 6 1 0.013 0.0399 0.81 1.14 0.15 0.0526 0.3962 10.1 29.8 15.2 FALSE 1.77A25+A24 A25 8.36 2.89 A24 7.7 1.62 253.1 0.005 6 1 0.013 0.0399 0.81 0.84 0.15 0.0419 0.3975 10.0 29.7 30.1 FALSE 3.06A26+A25 A26 7.42 4.06 A25 8.36 2.89 234.1 0.005 6 1 0.013 0.0399 0.95 0.95 0.13 0.0403 0.3967 10.1 26.7 26.7 FALSE 4.22A27+A26 A27 6.96 5 A26 7.42 4.06 310.9 0.003 6 1 0.013 0.0399 0.69 0.80 0.17 0.0437 0.3085 12.9 33.5 32.3 FALSE 5.18A28+A29 A28 6.24 0.21 A29 6.36 -0.25 14.8 0.031 6 1 0.013 0.0129 0.72 0.73 0.03 0.0131 0.9884 1.3 6.4 6.5 FALSE 0.25A29+T29 A29 6.36 -1.24 T29 4.98 -1.62 345.5 0.001 18 1 0.013 1.8548 2.13 2.13 0.74 1.8548 3.4837 53.2 49.4 49.4 FALSE -0.46A30+A28 A30 6.07 1.27 A28 6.24 0.32 301 0.003 6 1 0.013 0.0129 0.83 0.89 0.07 0.0148 0.3152 4.1 13.3 12.5 FALSE 1.34A31+A16 A31 8.39 1.1 A16 8.08 0.73 187.3 0.002 6 1 0.013 0.0422 0.61 0.70 0.19 0.0540 0.2494 16.9 38.2 41.6 FALSE 1.30A32+A31 A32 8.62 1.83 A31 8.39 1.1 118.6 0.006 6 1 0.01 0.0162 0.55 1.26 0.10 0.0534 0.5722 2.8 20.8 26.8 FALSE 1.96A33+A32 A33 9.45 2.67 A32 8.62 1.83 149.8 0.006 6 1 0.01 0.0123 0.83 1.01 0.05 0.0287 0.5462 2.3 10.6 14.8 FALSE 2.72A34+A33 A34 9.45 2.93 A33 9.45 2.67 55.6 0.005 6 1 0.01 0.0037 0.61 0.61 0.02 0.0037 0.4986 0.7 3.7 3.7 FALSE 2.95A35+A33 A35 10.05 3.68 A33 9.45 2.67 173.6 0.006 6 1 0.01 0.0086 0.79 0.74 0.05 0.0088 0.5563 1.5 9.9 8.0 FALSE 3.74A36+A47 A36 10.05 4.57 A47 10.36 4.36 40.9 0.005 6 1 0.01 0.0028 0.54 0.54 0.01 0.0028 0.5228 0.5 1.0 1.0 FALSE 4.59A37+A35 A37 10.51 4.46 A35 10.05 3.68 182.3 0.004 6 1 0.01 0.0057 0.65 0.65 0.02 0.0057 0.4771 1.2 5.0 5.0 FALSE 4.49A38+A37 A38 11.26 6.07 A37 10.51 5.37 109 0.006 6 1 0.01 0.0018 0.53 0.53 0.00 0.0018 0.5845 0.3 0.9 0.9 FALSE 6.07A39+A37 A39 10.5 4.77 A37 10.51 4.46 52.7 0.006 6 1 0.01 0.0040 0.61 0.61 0.02 0.0040 0.5594 0.7 3.6 3.6 FALSE 4.79A40+A39 A40 10.8 5.24 A39 10.5 4.77 80.2 0.006 6 1 0.01 0.0040 0.61 0.61 0.02 0.0040 0.5583 0.7 3.5 3.5 FALSE 5.26A41+A40 A41 11.38 5.82 A40 10.8 5.24 79.5 0.007 6 1 0.01 0.0008 0.52 0.52 0.00 0.0008 0.6231 0.1 0.7 0.7 FALSE 5.82A42+A40 A42 11.13 6.17 A40 10.8 5.49 109.2 0.006 6 1 0.01 0.0018 0.53 0.53 0.00 0.0018 0.5757 0.3 0.9 0.9 FALSE 6.18A43+A44 A43 12.15 6.64 A44 11.23 6.12 85.9 0.006 6 1 0.01 0.0005 0.47 0.47 0.00 0.0005 0.5675 0.1 0.6 0.6 FALSE 6.64A44+A40 A44 11.23 6.12 A40 10.8 5.24 146.4 0.006 6 1 0.01 0.0014 0.53 0.53 0.00 0.0014 0.5656 0.2 0.8 0.8 FALSE 6.12A45+A44 A45 11.14 6.83 A44 11.23 6.12 103.1 0.007 6 1 0.01 0.0009 0.52 0.52 0.00 0.0009 0.6052 0.1 0.7 0.7 FALSE 6.83A46+A32 A46 9.92 3.47 A32 8.62 1.83 256.9 0.006 6 1 0.01 0.0039 0.55 0.55 0.01 0.0041 0.5828 0.7 1.1 1.2 FALSE 3.48A47+A35 A47 10.36 4.36 A35 10.05 3.68 100 0.007 6 1 0.01 0.0028 0.54 0.54 0.01 0.0028 0.6014 0.5 1.0 1.0 FALSE 4.37B2+A1 B2 16 2.46 A1 16.28 2.1 180.8 0.002 12 1 0.013 1.5360 2.50 2.50 0.73 1.5360 1.5899 96.6 72.9 72.9 FALSE 3.25B3+B2 B3 18.59 2.64 B2 16 2.46 239.4 0.001 12 1 0.013 1.5017 2.10 2.10 0.86 1.5017 0.9769 153.7 85.6 85.6 FALSE 3.61B4+B3 B4 20.32 3.42 B3 18.59 2.74 464.8 0.001 12 1 0.013 1.5017 2.07 2.07 0.87 1.5017 1.3627 110.2 87.1 87.1 FALSE 4.34B5+B52 B5 18.61 4.51 B52 20.58 4.29 176.2 0.001 12 1 0.013 1.5017 2.28 2.28 0.78 1.5017 1.2589 119.3 78.2 78.2 FALSE 5.37B6+B5 B6 18.29 5.6 B5 18.61 4.56 158.4 0.007 12 1 0.013 1.4920 3.57 3.57 0.53 1.4920 2.8864 51.7 52.5 52.5 FALSE 6.14B7+B6 B7 18.66 5.76 B6 18.29 5.6 380.1 0 12 1 0.013 1.3580 1.83 1.83 0.90 1.3580 0.7309 185.8 89.7 89.7 TRUE 6.84B8+B7 B8 20.55 6.5 B7 18.66 5.81 371 0.002 12 1 0.013 1.3252 1.96 1.96 0.80 1.3252 1.5364 86.3 80.5 80.5 TRUE 7.28B9+B8 B9 18.41 7.16 B8 20.55 6.55 350.9 0.002 12 1 0.013 1.2725 2.15 2.15 0.71 1.2725 1.4854 85.7 70.6 70.6 FALSE 7.90B10+B9 B10 16.86 7.61 B9 18.41 7.16 289.7 0.002 12 1 0.013 1.1735 2.03 2.03 0.69 1.1735 1.4040 83.6 69.1 69.1 FALSE 8.33B11+B10 B11 16.46 8.71 B10 16.86 7.66 201.4 0.005 12 1 0.013 1.0403 3.03 3.03 0.45 1.0403 2.5723 40.4 45.1 45.1 FALSE 9.18B12+B11 B12 15.83 9.18 B11 16.46 8.76 277 0.002 10 1 0.013 0.9383 1.97 1.97 0.68 0.9383 0.8530 110.0 81.6 81.6 FALSE 9.92B13+B12 B13 15.33 9.53 B12 15.83 9.18 262.7 0.001 12 1 0.013 0.8363 1.67 1.67 0.61 0.8363 1.3003 64.3 60.9 60.9 FALSE 10.14B14+B13 B14 15.47 10.07 B13 15.33 9.53 253.1 0.002 12 1 0.013 0.7343 1.96 1.96 0.48 0.7343 1.6455 44.6 48.2 48.2 FALSE 10.55B15+B49 B15 20.29 12.19 B49 17.11 11.21 330.9 0.003 8 1 0.013 0.7344 2.12 2.12 0.65 0.7343 0.6575 111.7 96.9 96.9 TRUE 13.01B16+B15 B16 20.39 13.24 B15 20.29 12.19 327.3 0.003 8 1 0.013 0.7344 2.10 2.10 0.67 0.7344 0.6844 107.3 100.0 100.0 TRUE 14.24B17+B13 B17 19.31 13.31 B13 15.33 9.73 501.1 0.007 6 1 0.013 0.1020 1.62 1.57 0.18 0.1020 0.4742 21.5 35.7 36.6 FALSE 13.50B18+B17 B18 22.26 14.3 B17 19.31 13.31 497.2 0.002 6 1 0.013 0.1020 0.97 0.97 0.26 0.1020 0.2504 40.7 52.7 52.7 FALSE 14.56B19+B12 B19 20.74 14.44 B12 15.83 9.88 499.6 0.009 6 1 0.013 0.1020 1.70 1.70 0.17 0.1020 0.5360 19.0 34.5 34.5 FALSE 14.61B20+B19 B20 23.22 19.12 B19 20.74 14.44 585 0.008 6 1 0.013 0.1020 1.62 1.62 0.18 0.1021 0.5019 20.3 35.7 35.7 FALSE 19.30 2025 PWWF Model Results.xlsx Page 1 of 11
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Last printed: 5/12/2025
301
Appendix D: Table 2
Scenario 1: 2025 PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node Rim (Stop) (ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%) Depth/Rise (%)
Depth
(Maximum) / Rise
(%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
B21+B11 B21 18.68 13.54 B11 16.46 9.36 399.6 0.01 6 1 0.013 0.1020 1.78 1.78 0.17 0.1020 0.5739 17.8 33.2 33.2 FALSE 13.71B22+B21 B22 24.77 18.67 B21 18.68 13.58 399.5 0.013 6 1 0.013 0.1020 1.80 1.80 0.16 0.1020 0.6333 16.1 31.6 31.6 FALSE 18.83B23+B22 B23 28 23.55 B22 24.77 18.67 380.2 0.013 6 1 0.013 0.1020 1.80 1.80 0.16 0.1020 0.6356 16.0 31.5 31.5 FALSE 23.71B24+B10 B24 22.52 15.82 B10 16.86 9.61 492.5 0.013 6 1 0.013 0.1332 2.05 2.05 0.18 0.1338 0.6300 21.1 35.3 35.3 FALSE 16.00B25+B24 B25 27.09 18.84 B24 22.52 15.82 406.2 0.007 6 1 0.013 0.1332 1.77 1.78 0.20 0.1339 0.4838 27.5 40.7 40.8 FALSE 19.06B26+B25 B26 27.62 21.62 B25 27.09 18.84 401.5 0.007 6 1 0.013 0.0666 1.24 1.24 0.16 0.0666 0.4669 14.3 31.7 31.7 FALSE 21.79B27+B25 B27 25.46 19.69 B25 27.09 18.99 318 0.002 6 1 0.013 0.0666 0.82 1.21 0.22 0.0945 0.2633 25.3 43.1 41.8 FALSE 19.92B28+B27 B28 24.83 20.93 B27 25.46 19.69 202 0.006 6 1 0.013 0.0666 1.20 1.21 0.16 0.0667 0.4397 15.1 32.5 32.5 FALSE 21.10B29+B9 B29 19.43 13.68 B9 18.41 7.61 211.2 0.029 6 1 0.013 0.0990 1.63 1.62 0.13 0.1022 0.9513 10.4 25.3 24.4 FALSE 13.82B30+B29 B30 23.55 14.31 B29 19.43 13.83 243.2 0.002 6 1 0.013 0.0330 0.66 1.39 0.15 0.0552 0.2493 13.2 30.3 25.5 FALSE 14.48B31+B29 B31 21.81 15.76 B29 19.43 13.68 256.8 0.008 6 1 0.013 0.0660 1.31 1.31 0.15 0.0660 0.5049 13.1 30.3 30.3 FALSE 15.92B32+B31 B32 26.3 16.37 B31 21.81 15.86 253.7 0.002 6 1 0.013 0.0330 0.63 0.88 0.16 0.0397 0.2515 13.1 31.1 28.1 FALSE 16.54B33+B31 B33 25.73 19.18 B31 21.81 15.76 279.8 0.012 6 1 0.013 0.0330 1.16 1.14 0.10 0.0332 0.6204 5.3 19.9 20.5 FALSE 19.28B34+B8 B34 24.69 15.24 B8 20.55 7.1 251.1 0.032 6 1 0.013 0.0527 1.27 1.27 0.10 0.0527 1.0103 5.2 20.1 20.1 FALSE 15.34B35+B34 B35 26.3 20 B34 24.69 15.24 363.8 0.013 6 1 0.013 0.0527 1.37 1.37 0.12 0.0527 0.6418 8.2 24.9 24.9 FALSE 20.13B36+B35 B36 24.45 20.41 B35 26.3 20 207 0.002 6 1 0.013 0.0527 0.70 0.94 0.20 0.0677 0.2497 21.1 40.9 39.3 FALSE 20.63B37+B6 B37 14.71 7.31 B6 18.29 6.74 262.3 0.002 6 1 0.013 0.1340 1.12 1.12 0.29 0.1340 0.2615 51.2 58.5 58.5 FALSE 7.61B38+B50 B38 12.43 7.93 B50 13.27 7.77 38.9 0.004 6 1 0.013 0.0720 1.10 1.10 0.18 0.0720 0.3599 20.0 36.7 36.7 FALSE 8.12B39+B38 B39 13 8.56 B38 12.43 8.03 265.5 0.002 6 1 0.013 0.0360 0.62 0.62 0.17 0.0360 0.2507 14.4 33.7 33.7 FALSE 8.73B40+B39 B40 13 9.17 B39 13 8.56 306.1 0.002 6 1 0.013 0.0360 0.62 0.90 0.17 0.0416 0.2505 14.4 33.7 28.5 FALSE 9.36B41+B38 B41 11.68 8.37 B38 12.43 8.03 170 0.002 8 1 0.013 0.0360 0.61 1.06 0.15 0.0573 0.5404 6.7 22.5 21.2 FALSE 8.54B42+B41 B42 11.68 8.7 B41 11.68 8.37 166.3 0.002 6 1 0.013 0.0360 0.62 0.62 0.17 0.0360 0.2499 14.4 33.8 33.8 FALSE 8.89B43+B37 B43 15.97 8.74 B37 14.71 8.01 363.4 0.002 6 1 0.013 0.0360 0.62 0.84 0.17 0.0402 0.2515 14.3 33.6 29.2 FALSE 8.93B44+B2 B44 15.76 9.16 B2 16 2.46 296.4 0.023 6 1 0.013 0.0343 1.11 1.04 0.09 0.0416 0.8436 4.1 17.7 13.4 TRUE 9.25B45+B44 B45 14.05 9.86 B44 15.76 9.26 301 0.002 6 1 0.013 0.0343 0.62 0.62 0.16 0.0343 0.2505 13.7 32.3 32.3 FALSE 10.04B46+B5 B46 19 13.75 B5 18.61 12.56 16.9 0.07 6 1 0.013 0.0097 0.63 0.63 0.02 0.0098 1.4875 0.7 3.1 3.1 FALSE 13.77B47+B46 B47 20.58 14.06 B46 19 13.75 157.8 0.002 6 1 0.013 0.0097 0.80 0.80 0.05 0.0098 0.2486 3.9 10.0 10.0 FALSE 14.12B48+B7 B48 22.9 7.11 B7 18.66 6.21 450.2 0.002 6 1 0.013 0.0328 0.59 0.63 0.16 0.0328 0.2509 13.1 32.5 31.0 TRUE 7.28B49+B14 B49 17.11 11.16 B14 15.47 10.07 327.7 0.003 8 1 0.013 0.7343 2.23 2.23 0.60 0.7343 0.6969 105.4 89.4 89.4 FALSE 11.80B50+B37 B50 13.27 7.77 B37 14.71 7.31 204.7 0.002 6 1 0.013 0.0980 1.00 1.00 0.25 0.0980 0.2659 36.8 50.0 50.0 FALSE 8.02B51+B50 B51 14.15 9.95 B50 13.27 7.97 281.7 0.007 6 1 0.013 0.0260 1.03 1.03 0.09 0.0317 0.4704 5.5 18.6 15.0 FALSE 10.04B52+B4 B52 20.58 4.29 B4 20.32 3.57 359.8 0.002 12 1 0.013 1.5017 2.34 2.34 0.76 1.5017 1.5936 94.2 76.1 76.1 FALSE 5.07C1+B16 C1 23.15 14.77 B16 20.39 13.24 401.9 0.004 8 1 0.013 0.7344 2.10 2.11 0.67 0.7352 0.7455 98.5 100.0 99.4 TRUE 15.78C2+C1 C2 21.54 15.19 C1 23.15 14.77 204.3 0.002 8 1 0.013 0.5728 1.64 1.64 0.67 0.5728 0.5479 104.5 100.0 100.0 TRUE 16.21C3+C2 C3 22.97 17.37 C2 21.54 15.24 397.8 0.005 6 1 0.013 0.5068 2.58 2.58 0.50 0.5068 0.4106 123.4 100.0 100.0 TRUE 19.84C4+C3 C4 25.03 19.53 C3 22.97 17.42 436 0.005 6 1 0.013 0.4502 2.29 2.29 0.50 0.4502 0.3903 115.3 100.0 100.0 TRUE 23.02C5+C4 C5 25.49 20.95 C4 25.03 19.53 327.7 0.004 6 1 0.013 0.4502 2.29 2.29 0.50 0.4502 0.3693 121.9 100.0 100.0 TRUE 25.39C6+C5 C6 25.82 21.42 C5 25.49 20.99 87.5 0.005 6 1 0.013 0.3822 1.95 1.95 0.50 0.3822 0.3934 97.2 100.0 100.0 TRUE 25.78C7+C6 C7 34.43 23.65 C6 25.82 21.42 447.8 0.005 6 1 0.013 0.3822 1.95 1.95 0.50 0.3822 0.3960 96.5 100.0 100.0 TRUE 28.17C8+C7 C8 29.93 24.33 C7 34.43 23.65 400.9 0.002 6 1 0.013 0.2797 1.42 1.42 0.50 0.2797 0.2311 121.0 100.0 100.0 TRUE 29.34C9+C8 C9 30 24.55 C8 29.93 24.38 84.1 0.002 6 1 0.013 0.2665 1.36 1.36 0.50 0.2665 0.2522 105.7 100.0 100.0 TRUE 29.49C10+C9 C10 31.71 25.71 C9 30 24.55 300.8 0.004 6 1 0.013 0.2665 1.36 1.36 0.50 0.2665 0.3484 76.5 100.0 100.0 TRUE 30.26C11+C10 C11 41.2 28.9 C10 31.71 25.76 508 0.006 6 1 0.013 0.1754 0.89 1.92 0.50 0.1760 0.4411 39.8 100.0 47.4 TRUE 30.88C12+C1 C12 23.43 14.9 C1 23.15 14.77 264.8 0 6 1 0.01 0.1616 0.82 0.83 0.50 0.1631 0.1616 100.0 100.0 100.0 TRUE 15.93C13+C12 C13 23 15.99 C12 23.43 15.03 480.7 0.002 6 1 0.013 0.0472 0.31 0.66 0.37 0.0472 0.2507 18.8 73.3 39.3 TRUE 16.20C14+C12 C14 24.3 15.8 C12 23.43 14.9 282.1 0.003 6 1 0.01 0.1144 0.59 1.53 0.49 0.1145 0.4120 27.8 97.1 40.6 TRUE 16.02C15+C14 C15 22.5 18.05 C14 24.3 16.1 565.3 0.003 6 1 0.013 0.0572 0.89 0.89 0.18 0.0572 0.3295 17.4 36.1 36.1 FALSE 18.25C16+C14 C16 26.5 17.4 C14 24.3 15.8 272.9 0.006 6 1 0.01 0.0572 1.30 1.30 0.14 0.0572 0.5585 10.2 27.5 27.5 FALSE 17.54C17+C16 C17 27.07 19.62 C16 26.5 17.4 332.8 0.007 6 1 0.013 0.0572 1.13 1.13 0.15 0.0572 0.4582 12.5 30.4 30.4 FALSE 19.77C18+C17 C18 28 20.36 C17 27.07 19.62 369.6 0.002 6 1 0.013 0.0572 0.73 0.73 0.21 0.0572 0.2510 22.8 41.9 41.9 FALSE 20.58C19+C2 C19 21.59 15.49 C2 21.54 15.24 264.1 0.001 6 1 0.013 0.0660 0.34 0.38 0.50 0.0738 0.1726 38.2 100.0 100.0 TRUE 16.24C20+C19 C20 23.19 17.64 C19 21.59 15.54 198.5 0.011 6 1 0.013 0.0330 1.16 1.16 0.10 0.0330 0.5771 5.7 20.2 20.2 TRUE 17.74C21+C19 C21 23.94 17.74 C19 21.59 15.54 284.2 0.008 6 1 0.013 0.0330 0.65 0.72 0.15 0.0331 0.4937 6.7 30.5 2.2 TRUE 17.88C22+C21 C22 24.43 18.08 C21 23.94 17.79 91.8 0.003 6 1 0.013 0.0330 0.75 0.75 0.14 0.0330 0.3154 10.5 27.5 27.5 FALSE 18.24C23+C3 C23 23.27 18.07 C3 22.97 17.42 400.5 0.002 6 1 0.013 0.0566 0.29 0.85 0.50 0.0566 0.2260 25.0 100.0 2.6 TRUE 19.89C24+C23 C24 25.53 18.72 C23 23.27 18.42 151.2 0.002 6 1 0.013 0.0283 0.14 0.66 0.50 0.0284 0.2500 11.3 100.0 27.1 TRUE 19.89C25+C23 C25 25.08 19.73 C23 23.27 18.17 303.1 0.005 6 1 0.013 0.0283 0.14 0.52 0.50 0.0284 0.4025 7.0 100.0 32.3 TRUE 19.89C26+D9 C26 29.07 24.47 D9 27.55 21.3 435.8 0.007 6 1 0.013 0.2000 2.06 2.21 0.25 0.2111 0.4785 41.8 49.5 49.0 FALSE 24.72C27+C5 C27 25 21.41 C5 25.49 20.97 221.6 0.002 6 1 0.013 0.0680 0.35 0.81 0.50 0.0704 0.2500 27.2 100.0 45.4 TRUE 25.41C28+C27 C28 27.89 23.34 C27 25 21.41 43 0.045 6 1 0.013 0.0195 0.10 0.79 0.50 0.0198 1.1891 1.6 100.0 7.7 TRUE 25.41C29+C28 C29 32.14 23.94 C28 27.89 23.34 298.4 0.002 6 1 0.013 0.0195 0.10 1.03 0.50 0.0250 0.2516 7.8 100.0 16.3 TRUE 25.41C30+C27 C30 28.53 23.63 C27 25 21.41 162.9 0.014 6 1 0.013 0.0485 0.25 1.34 0.50 0.0486 0.6551 7.4 100.0 24.0 TRUE 25.41C31+C30 C31 29.09 23.76 C30 28.53 23.63 67.1 0.002 6 1 0.013 0.0195 0.10 0.10 0.50 0.0195 0.2469 7.9 100.0 100.0 TRUE 25.41C32+C30 C32 30.12 24.36 C30 28.53 23.63 146.7 0.005 6 1 0.013 0.0290 0.15 1.16 0.50 0.0387 0.3958 7.3 100.0 18.7 TRUE 25.41C33+C32 C33 31.26 24.53 C32 30.12 24.39 70.7 0.002 6 1 0.013 0.0195 0.10 0.82 0.50 0.0195 0.2497 7.8 100.0 17.8 TRUE 25.41C34+C32 C34 30 24.5 C32 30.12 24.39 56.9 0.002 6 1 0.013 0.0095 0.05 0.81 0.50 0.0100 0.2468 3.8 100.0 10.5 TRUE 25.41 2025 PWWF Model Results.xlsx Page 2 of 11
Freyer and Laureta, Inc.

Last printed: 5/12/2025
302
Appendix D: Table 2
Scenario 1: 2025 PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node Rim (Stop) (ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%) Depth/Rise (%)
Depth
(Maximum) / Rise
(%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
C35+C7 C35 31.98 25.2 C7 34.43 23.65 403.4 0.004 6 1 0.013 0.1025 0.52 1.26 0.50 0.1027 0.3478 29.5 100.0 43.4 TRUE 28.17C36+C35 C36 32.58 25.7 C35 31.98 25.2 92 0.005 6 1 0.013 0.1025 0.52 0.52 0.50 0.1025 0.4137 24.8 100.0 100.0 TRUE 28.17C37+C36 C37 34.3 26.67 C36 32.58 25.73 153.2 0.006 6 1 0.013 0.0567 0.29 1.10 0.50 0.0567 0.4394 12.9 100.0 30.9 TRUE 28.17C39+C37 C39 33.37 27.03 C37 34.3 26.7 164.1 0.002 6 1 0.013 0.0458 0.23 0.65 0.50 0.0458 0.2516 18.2 100.0 39.0 TRUE 28.17C40+C36 C40 32.93 26.9 C36 32.58 25.83 257.5 0.004 6 1 0.013 0.0458 0.23 0.82 0.50 0.0458 0.3617 12.7 100.0 32.6 TRUE 28.17C41+C40 C41 33.56 27.26 C40 32.93 26.93 191.4 0.002 6 1 0.013 0.0458 0.23 0.61 0.50 0.0458 0.2330 19.7 100.0 40.7 TRUE 28.17C42+C41 C42 34.21 27.91 C41 33.56 27.31 300.1 0.002 6 1 0.013 0.0458 0.23 0.65 0.50 0.0458 0.2509 18.3 100.0 39.0 TRUE 28.17C43+C8 C43 30.16 24.53 C8 29.93 24.33 101 0.002 6 1 0.013 0.0132 0.07 0.84 0.50 0.0134 0.2496 5.3 100.0 13.5 TRUE 29.34C44+C10 C44 32.45 26.73 C10 31.71 25.76 154.5 0.006 6 1 0.013 0.0911 0.46 1.50 0.50 0.0914 0.4445 20.5 100.0 34.8 TRUE 30.26C45+C44 C45 33.66 27.91 C44 32.45 26.77 166.1 0.007 6 1 0.013 0.0911 0.46 1.84 0.50 0.1032 0.4648 19.6 100.0 32.8 TRUE 30.26C46+C45 C46 36.3 29.85 C45 33.66 27.91 255.5 0.008 6 1 0.013 0.0911 0.46 1.51 0.50 0.0911 0.4889 18.6 100.0 34.7 TRUE 30.26C47+C46 C47 35.05 30.62 C46 36.3 30 309.1 0.002 6 1 0.013 0.0911 0.92 1.00 0.25 0.0924 0.2513 36.3 50.1 47.5 FALSE 30.90C48+C11 C48 43.08 29.1 C11 41.2 28.98 178.7 0.001 6 1 0.013 0.1755 0.89 1.03 0.50 0.1755 0.1454 120.7 100.0 80.6 TRUE 31.03C49+C48 C49 41.32 29.82 C48 43.08 29.1 247.7 0.003 6 1 0.013 0.1755 0.89 1.39 0.50 0.1755 0.3025 58.0 100.0 61.4 TRUE 31.28C50+C49 C50 40.78 30.68 C49 41.32 29.82 361.2 0.002 6 1 0.013 0.1755 0.89 1.28 0.50 0.1755 0.2738 64.1 100.0 65.7 TRUE 31.69C51+C50 C51 38.55 32.75 C50 40.78 30.68 556.1 0.004 6 1 0.013 0.1755 1.52 1.53 0.28 0.1755 0.3423 51.3 56.8 56.7 TRUE 33.04D1+E4 D1 17.33 6.83 E4 16.28 6.08 354.5 0.002 12 1 0.013 2.1663 2.76 2.76 1.00 2.1663 1.6388 132.2 100.0 100.0 TRUE 8.91D2+D1 D2 17.54 6.91 D1 17.33 6.88 53.3 0.001 12 1 0.013 2.1289 2.71 2.71 1.00 2.1289 0.8455 251.8 100.0 100.0 TRUE 9.00D3+D2 D3 18.91 7.46 D2 17.54 6.99 363.3 0.001 12 1 0.013 2.1289 2.71 2.71 1.00 2.1289 1.2815 166.1 100.0 100.0 TRUE 10.25D4+D3 D4 19 8.15 D3 18.91 7.56 296.1 0.002 8 1 0.013 0.8389 2.40 2.40 0.67 0.8389 0.5393 155.5 100.0 100.0 TRUE 11.76D5+D4 D5 19 8.29 D4 19 8.15 69.6 0.002 8 1 0.013 0.8389 2.40 2.40 0.67 0.8389 0.5418 154.8 100.0 100.0 TRUE 12.04D6+D5 D6 19.87 13.77 D5 19 8.29 246.1 0.022 8 1 0.013 0.5800 1.66 1.66 0.67 0.5800 1.8033 32.2 100.0 100.0 TRUE 14.04D7+D6 D7 19.85 15.5 D6 19.87 13.82 398 0.004 6 1 0.013 0.5800 2.95 2.95 0.50 0.5800 0.3646 159.1 100.0 100.0 TRUE 19.06D8+D7 D8 21.51 16.11 D7 19.85 15.5 157.8 0.004 6 1 0.013 0.2000 1.02 1.02 0.50 0.2000 0.3488 57.3 100.0 100.0 TRUE 19.06D9+D8 D9 27.55 21.3 D8 21.51 16.11 496 0.01 6 1 0.013 0.2000 2.55 2.48 0.21 0.2101 0.5739 34.8 41.9 44.6 TRUE 21.53D10+D3 D10 21.78 10.58 D3 18.91 7.81 489.1 0.006 10 1 0.013 1.2900 2.36 2.36 0.83 1.2900 1.6487 78.2 100.0 100.0 TRUE 11.93D16+D20 D16 23 13.91 D20 22 13 453.9 0.002 10 1 0.013 0.2000 1.26 1.26 0.28 0.2005 0.9810 20.4 33.3 33.3 FALSE 14.19D17+D16 D17 23.1 14.18 D16 23 13.91 136.3 0.002 10 1 0.013 0.2000 1.27 1.31 0.27 0.2010 0.9751 20.5 33.0 32.4 FALSE 14.48D19+D10 D19 21.54 12.39 D10 21.78 10.63 48.1 0.037 10 1 0.013 1.2900 4.64 4.64 0.42 1.2900 4.1895 30.8 50.8 50.8 TRUE 12.74D20+D19 D20 22 13 D19 21.54 12.89 52.7 0.002 6 1 0.013 0.2770 1.78 1.78 0.37 0.2770 0.2564 108.0 74.1 74.1 FALSE 13.42D21+D19 D21 20.93 15.08 D19 21.54 12.84 390.8 0.006 8 1 0.013 1.0130 2.90 2.90 0.67 1.0130 0.9148 110.7 100.0 100.0 TRUE 16.28D22+D21 D22 22.23 15.84 D21 20.93 15.13 149 0.005 8 1 0.013 1.0130 2.90 2.90 0.67 1.0130 0.8341 121.5 100.0 100.0 TRUE 17.33D23+D22 D23 22.62 16.12 D22 22.23 15.88 73.3 0.003 8 1 0.013 0.6630 1.90 1.90 0.67 0.6630 0.6914 95.9 100.0 100.0 TRUE 17.48D24+D23 D24 24.01 17.46 D23 22.62 16.12 349.8 0.004 8 1 0.013 0.6630 1.90 1.90 0.67 0.6630 0.7478 88.7 100.0 100.0 TRUE 18.54D25+D24 D25 24.45 18.45 D24 24.01 17.56 300.9 0.003 6 1 0.013 0.3230 1.64 1.64 0.50 0.3230 0.3052 105.8 100.0 100.0 TRUE 19.62D26+D25 D26 24.79 19.26 D25 24.45 18.5 156.7 0.005 6 1 0.013 0.3230 1.64 1.64 0.50 0.3230 0.3907 82.7 100.0 100.0 TRUE 20.17D27+D26 D27 26.68 20.86 D26 24.79 19.28 392.4 0.004 6 1 0.013 0.1700 1.58 1.56 0.27 0.1700 0.3560 47.7 53.6 54.4 TRUE 21.13D28+D27 D28 27.45 21.65 D27 26.68 20.9 81.1 0.009 6 1 0.013 0.1700 2.12 2.12 0.21 0.1700 0.5394 31.5 42.7 42.7 FALSE 21.87D29+C37 D29 34.53 27.53 C37 34.3 26.7 129.5 0.006 6 1 0.013 0.0000 0.00 0.00 0.50 0.0000 0.4492 0.0 100.0 0.0 TRUE 28.17D29+D28 D29 34.53 27.53 D28 27.45 21.67 465.5 0.013 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.6295 0.0 0.0 0.0 FALSE 27.53D30+D26 D30 26.26 21.18 D26 24.79 19.29 436.5 0.004 6 1 0.013 0.1530 1.55 1.62 0.25 0.1635 0.3692 41.4 50.1 51.0 TRUE 21.44D31+D30 D31 26.68 21.76 D30 26.26 21.46 152.5 0.002 6 1 0.013 0.0765 0.85 0.98 0.23 0.0866 0.2488 30.7 46.6 46.1 FALSE 22.02D32+D30 D32 26.44 21.71 D30 26.26 21.46 126.2 0.002 6 1 0.013 0.0765 0.86 0.94 0.23 0.0840 0.2497 30.6 46.2 46.6 FALSE 21.97D33+D24 D33 28.14 19.34 D24 24.01 17.51 450.4 0.004 8 1 0.013 0.1686 1.55 1.54 0.23 0.1686 0.7702 21.9 35.0 35.0 TRUE 19.58D34+D33 D34 34.45 22.3 D33 28.14 19.34 293.3 0.01 8 1 0.013 0.1686 2.14 2.14 0.18 0.1686 1.2139 13.9 27.7 27.7 FALSE 22.49D35+D34 D35 33.56 22.51 D34 34.45 22.3 177.8 0.001 6 1 0.013 0.1686 1.09 1.09 0.37 0.1686 0.1928 87.4 73.7 73.7 FALSE 22.91D36+D35 D36 31.3 25.05 D35 33.56 22.56 250.8 0.01 6 1 0.013 0.0200 0.95 0.77 0.07 0.0250 0.5591 3.6 13.9 5.7 FALSE 25.13D37+D36 D37 31.11 26.01 D36 31.3 25.05 367.8 0.003 6 1 0.013 0.0200 0.81 1.07 0.09 0.0298 0.2866 7.0 18.3 19.9 FALSE 26.17D38+D37 D38 32 26.64 D37 31.11 26.16 237.7 0.002 6 1 0.013 0.0100 0.76 0.79 0.04 0.0107 0.2521 4.0 8.6 9.5 FALSE 26.76D39+D38 D39 32.14 26.81 D38 32 26.64 84.1 0.002 6 1 0.013 0.0100 0.80 0.80 0.05 0.0100 0.2522 4.0 10.0 10.1 FALSE 26.87D40+D37 D40 32 26.6 D37 31.11 26.21 193.6 0.002 6 1 0.013 0.0100 0.79 0.73 0.05 0.0159 0.2518 4.0 9.5 5.9 FALSE 26.66D41+D24 D41 31.35 25.75 D24 24.01 17.51 190.6 0.043 6 1 0.013 0.1714 2.07 2.07 0.14 0.1714 1.1666 14.7 28.5 28.5 TRUE 25.90D42+D41 D42 30 26 D41 31.35 25.8 100.2 0.002 6 1 0.013 0.0214 0.72 0.72 0.10 0.0214 0.2506 8.5 20.8 20.8 FALSE 26.11D43+D41 D43 32 26.89 D41 31.35 25.85 517.4 0.002 6 1 0.013 0.1500 1.14 1.14 0.32 0.1500 0.2516 59.6 63.7 63.7 FALSE 27.21D44+D43 D44 32 27.12 D43 32 26.89 113 0.002 6 1 0.013 0.1500 1.21 1.21 0.30 0.1500 0.2531 59.3 60.3 60.2 FALSE 27.44D47+D22 D47 20.69 17.09 D22 22.23 15.86 299.2 0.004 8 1 0.013 0.3500 1.00 1.00 0.67 0.3500 0.7748 45.2 100.0 100.0 TRUE 17.43D48+D47 D48 22.05 18.7 D47 20.69 17.09 401 0.004 6 1 0.013 0.3500 1.86 1.86 0.46 0.3500 0.3555 98.4 91.2 91.2 FALSE 19.18D49+D48 D49 27.59 21.99 D48 22.05 18.7 399.7 0.008 6 1 0.013 0.3500 2.59 2.59 0.33 0.3500 0.5090 68.8 65.0 65.0 FALSE 22.32D50+D49 D50 31.35 22.83 D49 27.59 21.99 421.6 0.002 6 1 0.013 0.3500 1.78 1.78 0.50 0.3500 0.2504 139.8 100.0 100.0 TRUE 24.38D51+D7 D51 23.54 18.66 D7 19.85 15.5 457.8 0.007 6 1 0.013 0.3800 1.93 1.93 0.50 0.3800 0.4661 81.5 100.0 100.0 TRUE 21.48D52+D51 D52 27.31 20.31 D51 23.54 18.69 267 0.006 6 1 0.013 0.2400 1.22 2.11 0.50 0.2405 0.4370 54.9 100.0 56.4 TRUE 22.02D53+D52 D53 29.62 21.22 D52 27.31 20.31 247.8 0.004 6 1 0.013 0.1200 0.61 1.34 0.50 0.1204 0.3400 35.3 100.0 46.6 TRUE 22.11D54+D53 D54 29.68 21.68 D53 29.62 21.27 74.9 0.005 6 1 0.013 0.1200 0.61 1.52 0.50 0.1206 0.4152 28.9 100.0 42.4 TRUE 22.11D55+D54 D55 30.37 22.39 D54 29.68 21.88 252.3 0.002 6 1 0.013 0.1200 1.05 1.05 0.28 0.1200 0.2523 47.6 56.6 56.6 FALSE 22.67D56+D35 D56 35.05 23.65 D35 33.56 22.51 286.3 0.004 6 1 0.013 0.1486 1.48 1.48 0.25 0.1486 0.3540 42.0 51.0 51.0 FALSE 23.91D57+D56 D57 37.86 26.21 D56 35.05 23.7 197.1 0.013 6 1 0.013 0.1486 2.16 2.16 0.18 0.1486 0.6331 23.5 36.8 36.8 FALSE 26.40 2025 PWWF Model Results.xlsx Page 3 of 11
Freyer and Laureta, Inc.

Last printed: 5/12/2025
303
Appendix D: Table 2
Scenario 1: 2025 PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node Rim (Stop) (ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%) Depth/Rise (%)
Depth
(Maximum) / Rise
(%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
D58+D57 D58 37.67 27.07 D57 37.86 26.36 158 0.004 6 1 0.013 0.1486 1.55 1.55 0.25 0.1486 0.3761 39.5 49.1 49.1 FALSE 27.32D59+D58 D59 37.27 28.53 D58 37.67 27.12 151.4 0.009 6 1 0.013 0.1486 2.02 2.02 0.20 0.1486 0.5414 27.4 40.1 40.1 FALSE 28.74D60+D59 D60 37.44 29.8 D59 37.27 28.57 112.6 0.011 6 1 0.013 0.1336 2.05 2.05 0.18 0.1336 0.5864 22.8 36.7 36.7 FALSE 29.99D61+D60 D61 37.37 30.05 D60 37.44 29.84 101 0.002 6 1 0.013 0.1336 1.17 1.17 0.28 0.1336 0.2559 52.2 56.4 56.4 FALSE 30.35D62+D59 D62 32.76 29.07 D59 37.27 28.57 247.7 0.002 6 1 0.013 0.0150 0.80 0.82 0.08 0.0151 0.2521 6.0 15.2 14.9 FALSE 29.16D63+D5 D63 19.63 8.6 D5 19 8.29 296.6 0.001 8 1 0.013 0.2589 0.74 0.76 0.67 0.2652 0.3906 66.3 100.0 100.0 TRUE 12.11D64+D63 D64 24.68 17.38 D63 19.63 8.56 470.5 0.019 6 1 0.013 0.1989 2.08 2.25 0.24 0.1995 0.7682 25.9 49.0 30.1 TRUE 17.61D65+D64 D65 28.98 20.08 D64 24.68 17.38 448 0.006 6 1 0.013 0.1989 1.92 1.92 0.26 0.1989 0.4356 45.7 52.2 52.2 FALSE 20.34D66+D65 D66 29.37 20.96 D65 28.98 20.13 412.5 0.002 8 1 0.013 0.1989 1.27 1.27 0.31 0.1989 0.5420 36.7 45.9 45.9 FALSE 21.28D67+D63 D67 18.77 12.39 D63 19.63 8.6 294.1 0.013 6 1 0.013 0.0597 0.30 1.69 0.50 0.1123 0.6369 9.4 100.0 25.3 TRUE 12.52D68+D67 D68 19 12.7 D67 18.77 12.42 138.9 0.002 6 1 0.013 0.0299 0.64 0.96 0.14 0.0423 0.2519 11.9 28.7 27.6 FALSE 12.86D69+D67 D69 19 12.94 D67 18.77 12.42 259 0.002 6 1 0.013 0.0299 0.64 0.66 0.14 0.0303 0.2514 11.9 28.8 28.3 FALSE 13.10D70+D51 D70 24 18.86 D51 23.54 18.72 70.8 0.002 6 1 0.013 0.1400 0.71 0.71 0.50 0.1400 0.2494 56.1 100.0 100.0 TRUE 21.49D71+D52 D71 28.07 22.62 D52 27.31 21.11 130 0.012 6 1 0.013 0.1200 1.96 1.96 0.17 0.1200 0.6047 19.8 34.5 34.4 TRUE 22.79D72+D20 D72 22.5 13.56 D20 22 13 279.6 0.002 10 1 0.013 0.0770 0.82 0.82 0.19 0.0772 0.9806 7.9 22.8 22.9 FALSE 13.75D73+D72 D73 23 14.16 D72 22.5 13.56 297.4 0.002 8 1 0.013 0.0770 0.84 0.85 0.21 0.0781 0.5428 14.2 30.8 30.9 FALSE 14.37D74+D73 D74 23.2 14.58 D73 23 14.16 210.2 0.002 8 1 0.013 0.0770 0.84 0.84 0.21 0.0772 0.5401 14.3 30.9 30.9 FALSE 14.81E1+H9 E1 12.09 3.59 H9 11.84 3.09 269.8 0.002 18 1 0.013 3.0237 2.90 2.90 0.86 3.0237 4.5221 66.9 57.0 57.0 FALSE 4.49E2+E1 E2 13.48 4.23 E1 12.09 3.64 283.2 0.002 12 1 0.013 2.1663 2.76 2.76 1.00 2.1663 1.6261 133.2 100.0 100.0 TRUE 5.46E3+E2 E3 15.11 4.76 E2 13.48 4.33 279.6 0.002 12 1 0.013 2.1663 2.76 2.76 1.00 2.1663 1.3970 155.1 100.0 100.0 TRUE 6.42E4+E3 E4 16.28 6.08 E3 15.11 5.01 356.7 0.003 12 1 0.013 2.1663 2.76 2.76 1.00 2.1663 1.9512 111.0 100.0 100.0 TRUE 7.67E6+E1 E6 11.14 4.84 E1 12.09 4.04 501 0.002 12 1 0.013 0.8574 1.87 1.87 0.57 0.8574 1.4236 60.2 56.7 56.7 FALSE 5.42E7+E6 E7 11.77 6.02 E6 11.14 4.84 310.5 0.004 12 1 0.013 0.7965 2.49 2.49 0.43 0.7965 2.1961 36.3 42.7 42.7 FALSE 6.45E8+E7 E8 13.72 6.77 E7 11.77 6.07 354.7 0.002 12 1 0.013 0.6747 1.87 1.87 0.47 0.6747 1.5826 42.6 46.8 46.8 FALSE 7.25E9+E8 E9 13.77 7.32 E8 13.72 6.82 341.1 0.001 12 1 0.013 0.5529 1.61 1.61 0.45 0.5529 1.3640 40.5 45.1 45.1 FALSE 7.78E10+E9 E10 14.53 7.78 E9 13.77 7.32 192.1 0.002 12 1 0.013 0.5529 1.90 1.90 0.40 0.5529 1.7432 31.7 39.8 39.8 FALSE 8.19E11+E10 E11 14.94 8.04 E10 14.53 7.93 194.9 0.001 12 1 0.013 0.4161 1.30 1.30 0.43 0.4161 0.8465 49.2 42.7 42.7 FALSE 8.51E12+E11 E12 20.13 9.13 E11 14.94 8.14 494.5 0.002 12 1 0.013 0.4161 1.61 1.61 0.36 0.4161 1.5941 26.1 36.4 36.4 FALSE 9.50E13+E12 E13 18.72 10 E12 20.13 9.18 450.3 0.002 8 1 0.013 0.2802 1.38 1.38 0.38 0.2802 0.5157 54.3 56.4 56.4 FALSE 10.38E14+E13 E14 17.24 10.39 E13 18.72 10.12 185.5 0.001 8 1 0.013 0.2315 1.25 1.25 0.35 0.2315 0.4609 50.2 52.3 52.3 FALSE 10.76E15+E14 E15 15.27 10.72 E14 17.24 10.49 246.2 0.001 8 1 0.013 0.2009 1.04 1.04 0.36 0.2011 0.3693 54.4 54.3 54.3 FALSE 11.10E20+E7 E20 12.61 7.71 E7 11.77 6.12 504.5 0.003 6 1 0.013 0.0609 0.89 0.90 0.19 0.0613 0.3150 19.3 37.8 37.9 FALSE 7.90E21+E20 E21 14.72 8.53 E20 12.61 7.76 385.6 0.002 6 1 0.013 0.0609 0.76 0.97 0.21 0.0768 0.2507 24.3 42.9 42.3 FALSE 8.76E22+E8 E22 15.38 8.48 E8 13.72 6.87 449.9 0.004 6 1 0.013 0.0609 0.93 0.94 0.18 0.0613 0.3356 18.1 36.6 36.6 FALSE 8.67E23+E22 E23 16.82 10.42 E22 15.38 8.48 438.8 0.004 6 1 0.013 0.0609 1.02 1.02 0.17 0.0614 0.3731 16.3 34.4 34.5 FALSE 10.61E25+E50 E25 16.75 10.9 E50 16.04 9.64 231.9 0.005 6 1 0.013 0.0670 1.17 1.47 0.17 0.0801 0.4136 16.2 33.3 32.1 FALSE 11.07E26+E25 E26 19.82 13.82 E25 16.75 10.9 488.2 0.006 6 1 0.013 0.0670 1.18 1.18 0.17 0.0670 0.4339 15.4 33.0 33.0 FALSE 14.00E27+E12 E27 21.28 15.85 E12 20.13 9.53 576.2 0.011 6 1 0.013 0.0427 1.14 1.14 0.12 0.0428 0.5876 7.3 24.5 24.5 FALSE 15.97E28+E27 E28 22 15.93 E27 21.28 15.81 61.8 0.002 6 1 0.013 0.0427 0.71 0.71 0.17 0.0427 0.2472 17.3 34.4 34.4 FALSE 16.13E29+E12 E29 23.08 15.79 E12 20.13 9.58 247 0.025 6 1 0.013 0.0932 1.61 1.61 0.13 0.0932 0.8896 10.5 25.6 25.6 FALSE 15.92E30+E29 E30 27 20.5 E29 23.08 15.83 502.3 0.009 6 1 0.013 0.0670 1.39 1.39 0.15 0.0670 0.5410 12.4 29.4 29.4 FALSE 20.65E31+E29 E31 27.93 20.63 E29 23.08 15.83 252.3 0.019 6 1 0.013 0.0610 1.40 1.40 0.12 0.0610 0.7739 7.9 23.8 23.8 FALSE 20.75E32+E31 E32 28 21.21 E31 27.93 20.68 263.2 0.002 6 1 0.013 0.0610 0.76 0.90 0.21 0.0689 0.2518 24.2 42.8 41.2 FALSE 21.44E33+E13 E33 21.41 15.78 E13 18.72 10.02 228.9 0.025 8 1 0.013 0.0487 1.21 1.21 0.09 0.0487 1.9166 2.5 14.0 14.0 FALSE 15.87E33+E29 E33 21.41 17.11 E29 23.08 15.86 455.1 0.003 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.2941 0.0 0.0 0.0 FALSE 17.11E34+E33 E34 24.94 18.94 E33 21.41 15.83 278.9 0.011 6 1 0.013 0.0400 1.12 1.10 0.12 0.0401 0.5925 6.8 23.7 24.0 FALSE 19.06E35+E14 E35 19.06 11.41 E14 17.24 10.74 333 0.002 6 1 0.013 0.0305 0.64 1.43 0.15 0.0677 0.2517 12.1 29.1 23.6 FALSE 11.60E36+E15 E36 17.4 12.35 E15 15.27 10.82 420.2 0.004 6 1 0.013 0.1827 1.54 1.54 0.29 0.1827 0.3385 54.0 58.3 58.3 FALSE 12.65E37+E36 E37 18 13.11 E36 17.4 12.4 353.2 0.002 6 1 0.013 0.0609 0.76 0.76 0.21 0.0609 0.2515 24.2 42.8 42.8 FALSE 13.34E38+E36 E38 18.78 13.33 E36 17.4 12.35 233.6 0.004 6 1 0.013 0.1218 1.41 1.41 0.23 0.1218 0.3634 33.5 45.2 45.2 FALSE 13.56E39+E38 E39 19 14.13 E38 18.78 13.53 300.6 0.002 6 1 0.013 0.0609 0.76 0.89 0.21 0.0662 0.2507 24.3 42.9 40.5 FALSE 14.36E40+E38 E40 22.91 14.25 E38 18.78 13.33 458.2 0.002 6 1 0.013 0.0609 0.76 0.76 0.21 0.0609 0.2514 24.2 42.8 42.8 FALSE 14.48E41+E15 E41 16 11.07 E15 15.27 10.87 98.3 0.002 6 1 0.013 0.0183 0.44 0.49 0.13 0.0183 0.2530 7.2 26.5 24.4 FALSE 11.17E42+E10 E42 14.56 10.06 E10 14.53 7.88 550.5 0.004 6 1 0.013 0.0698 1.04 1.04 0.19 0.0699 0.3531 19.8 37.3 37.3 FALSE 10.25E44+E8 E44 12.57 8.62 E8 13.72 6.82 630.5 0.003 6 1 0.013 0.0609 0.86 0.86 0.19 0.0609 0.2998 20.3 38.9 38.9 FALSE 8.82E45+E44 E45 13.15 9.55 E44 12.57 8.57 319.4 0.003 6 1 0.013 0.0609 0.88 0.88 0.19 0.0609 0.3108 19.6 38.3 38.3 FALSE 9.76E46+E7 E46 11 7.4 E7 11.77 6.02 500.5 0.003 6 1 0.013 0.0609 0.85 0.85 0.20 0.0609 0.2946 20.7 39.2 39.2 FALSE 7.60E47+E46 E47 11.54 8.31 E46 11 7.4 455.2 0.002 6 1 0.013 0.0609 0.76 0.76 0.21 0.0609 0.2509 24.3 42.9 42.8 FALSE 8.54E48+E6 E48 11.94 7.54 E6 11.14 5.19 498.5 0.005 6 1 0.013 0.0609 1.04 1.03 0.17 0.0609 0.3852 15.8 33.9 34.0 FALSE 7.71E49+E48 E49 11.53 8.46 E48 11.94 7.54 457.8 0.002 6 1 0.013 0.0609 0.76 0.76 0.21 0.0609 0.2515 24.2 42.8 42.8 FALSE 8.69E50+E10 E50 16.04 9.64 E10 14.53 7.88 217.9 0.008 6 1 0.013 0.0670 1.32 1.55 0.15 0.0783 0.5043 13.3 30.5 26.4 FALSE 9.79F7+T25 F7 4.65 0.3 T25 3.95 -2.2 477 0.005 6 1 0.013 0.1876 1.78 1.78 0.26 0.1876 0.4062 46.2 52.9 52.8 TRUE 0.57F8+F7 F8 8.3 1.38 F7 4.65 0.3 356.7 0.003 6 1 0.013 0.1876 1.44 1.44 0.31 0.1876 0.3087 60.8 62.9 62.9 FALSE 1.70F9+F23 F9 8.21 3.11 F23 8.23 2.7 110 0.004 6 1 0.013 0.1428 1.42 1.42 0.26 0.1428 0.3425 41.7 51.0 51.0 FALSE 3.37F10+F9 F10 11.76 4.96 F9 8.21 3.21 462.6 0.004 6 1 0.013 0.1428 1.42 1.42 0.25 0.1428 0.3451 41.4 50.9 50.9 FALSE 5.22F11+F10 F11 13 6.84 F10 11.76 5.06 419.8 0.004 6 1 0.013 0.1428 1.48 1.48 0.25 0.1428 0.3653 39.1 49.2 49.2 FALSE 7.09 2025 PWWF Model Results.xlsx Page 4 of 11
Freyer and Laureta, Inc.

Last printed: 5/12/2025
304
Appendix D: Table 2
Scenario 1: 2025 PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node Rim (Stop) (ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%) Depth/Rise (%)
Depth
(Maximum) / Rise
(%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
F12+F11 F12 13 7.65 F11 13 6.94 355.2 0.002 6 1 0.013 0.0780 0.86 0.86 0.24 0.0780 0.2508 31.1 47.0 47.0 FALSE 7.89F13+F19 F13 15.24 10.24 F19 15.18 10.23 24.2 0 6 1 0.013 0.0260 0.34 0.35 0.21 0.0260 0.1141 22.8 41.1 40.1 FALSE 10.44F14+F8 F14 9.56 5.64 F8 8.3 1.76 463.1 0.008 6 1 0.013 0.0190 0.94 0.94 0.07 0.0190 0.5136 3.7 13.7 13.7 FALSE 5.71F15+F11 F15 13.27 7.77 F11 13 7.17 301.1 0.002 6 1 0.013 0.0648 0.78 0.79 0.22 0.0662 0.2505 25.9 43.9 44.1 FALSE 7.99F16+F15 F16 13.27 8.24 F15 13.27 7.77 238 0.002 6 1 0.013 0.0650 0.78 0.91 0.22 0.0753 0.2494 26.1 43.9 43.6 FALSE 8.48F17+F22 F17 15.11 8.76 F22 13 8.39 130.3 0.003 6 1 0.013 0.0780 0.98 1.03 0.21 0.0786 0.2990 26.1 42.6 41.3 FALSE 8.98F18+F17 F18 15.34 9.94 F17 15.11 8.89 197.5 0.005 6 1 0.013 0.0260 1.07 1.07 0.09 0.0260 0.4091 6.4 17.8 17.8 FALSE 10.04F19+F20 F19 15.18 10.33 F20 15.15 9.7 188.8 0.003 6 1 0.013 0.0260 0.94 0.93 0.10 0.0261 0.3241 8.0 19.8 20.1 FALSE 10.44F20+F17 F20 15.15 9.7 F17 15.11 8.86 281.2 0.003 6 1 0.013 0.0520 0.80 0.80 0.18 0.0521 0.3067 17.0 36.7 36.7 FALSE 9.89F21+F20 F21 15.15 10.38 F20 15.15 9.7 136.4 0.005 6 1 0.013 0.0260 0.80 0.80 0.11 0.0260 0.3961 6.6 22.2 22.2 FALSE 10.49F22+F12 F22 13 8.39 F12 13 7.65 158.8 0.005 6 1 0.013 0.0780 1.19 1.19 0.18 0.0782 0.3830 20.4 36.8 36.8 FALSE 8.58F23+F8 F23 8.23 2.7 F8 8.3 1.48 327.4 0.004 6 1 0.013 0.1686 1.50 1.50 0.28 0.1686 0.3425 49.2 55.5 55.5 FALSE 2.98F24+F23 F24 8.23 3.19 F23 8.23 2.7 98 0.005 6 1 0.013 0.0258 1.07 0.94 0.09 0.0259 0.3967 6.5 17.8 19.7 FALSE 3.30F25+F24 F25 8.73 3.77 F24 8.23 3.19 115 0.005 6 1 0.013 0.0129 0.84 0.84 0.06 0.0129 0.3985 3.2 11.2 11.2 FALSE 3.83F26+F25 F26 8.73 4.36 F25 8.73 3.77 118 0.005 6 1 0.013 0.0129 0.80 0.75 0.05 0.0129 0.3967 3.3 9.6 7.3 FALSE 4.42F27+F24 F27 8.73 3.78 F24 8.23 3.19 118 0.005 6 1 0.013 0.0129 0.80 0.80 0.05 0.0129 0.3967 3.3 9.6 9.6 FALSE 3.84F28+F27 F28 8.73 4.57 F27 8.73 3.78 158 0.005 6 1 0.013 0.0129 0.79 0.79 0.04 0.0129 0.3967 3.3 8.8 8.8 FALSE 4.62G2+G19 G2 4.2 0.05 G19 2.65 -0.76 154 0.005 6 1 0.013 0.1265 1.54 1.54 0.22 0.1265 0.4069 31.1 43.5 43.5 FALSE 0.27G3+G14 G3 7 1.85 G14 6.79 1.05 208.1 0.004 6 1 0.013 0.1071 1.28 1.28 0.22 0.1071 0.3479 30.8 44.2 44.2 FALSE 2.08G4+G3 G4 7.49 2.26 G3 7 1.95 212.7 0.001 6 1 0.013 0.0881 0.82 0.82 0.27 0.0881 0.2142 41.1 53.7 53.7 FALSE 2.53G6+G4 G6 10.75 5.12 G4 7.49 2.36 387.6 0.007 6 1 0.013 0.0764 1.35 1.35 0.16 0.0765 0.4735 16.1 33.0 33.0 FALSE 5.29G7+G6 G7 10.12 5.81 G6 10.75 5.22 294.7 0.002 6 1 0.013 0.0383 0.62 1.43 0.18 0.0603 0.2511 15.2 35.4 25.2 FALSE 5.99G8+G7 G8 10.83 6.45 G7 10.12 5.8 326.8 0.002 6 1 0.013 0.0383 0.61 0.61 0.18 0.0383 0.2502 15.3 35.4 35.4 FALSE 6.64G9+G6 G9 8.88 5.78 G6 10.75 5.2 290.8 0.002 6 1 0.013 0.0382 0.60 0.61 0.18 0.0383 0.2506 15.2 35.7 35.4 FALSE 5.96G10+G9 G10 11.09 6.24 G9 8.88 5.78 270.6 0.002 6 1 0.013 0.0382 0.57 1.00 0.19 0.0477 0.2313 16.5 37.3 29.2 FALSE 6.43G11+G10 G11 11.78 6.87 G10 11.09 6.34 265.7 0.002 6 1 0.013 0.0381 0.61 0.61 0.18 0.0383 0.2506 15.2 35.6 35.4 FALSE 7.06G12+G4 G12 8.32 3.02 G4 7.49 2.47 277 0.002 6 1 0.013 0.0116 0.83 0.81 0.06 0.0121 0.2500 4.6 12.4 12.9 FALSE 3.10G13+G3 G13 8.34 2.8 G3 7 1.9 452.5 0.002 6 1 0.013 0.0190 0.73 0.70 0.09 0.0208 0.2502 7.6 19.0 20.8 FALSE 2.90G14+G17 G14 6.79 1.05 G17 5.65 0.6 151.1 0.003 6 1 0.013 0.1168 1.20 1.20 0.25 0.1168 0.3062 38.1 49.7 49.7 FALSE 1.30G15+G14 G15 6.2 2.15 G14 6.79 1.05 214.7 0.005 8 1 0.013 0.0097 0.26 0.69 0.11 0.0098 0.8648 1.1 16.3 4.4 FALSE 2.22G16+G15 G16 6.21 3.21 G15 6.2 2.2 154.5 0.007 8 1 0.013 0.0097 0.72 0.72 0.03 0.0097 0.9771 1.0 5.1 5.1 FALSE 3.24G17+G2 G17 5.65 0.5 G2 4.2 0.15 143.7 0.002 6 1 0.013 0.1265 1.16 1.16 0.27 0.1265 0.2769 45.7 54.4 54.4 FALSE 0.78G18+G17 G18 5.86 1.15 G17 5.65 0.57 291.5 0.002 6 1 0.013 0.0097 0.80 0.79 0.05 0.0128 0.2503 3.9 10.2 9.2 FALSE 1.21G19+T23 G19 2.65 -0.76 T23 6.87 -2.3 290.9 0.005 6 1 0.013 0.1365 1.57 1.57 0.23 0.1365 0.4083 33.4 45.5 45.5 FALSE -0.53G20+G19 G20 2.66 0.11 G19 2.65 -0.76 173.9 0.005 6 1 0.013 0.0100 0.29 0.81 0.11 0.0100 0.3968 2.5 22.9 11.3 FALSE 0.18G21+G20 G21 2.67 0.37 G20 2.66 0.11 51.4 0.005 6 1 0.013 0.0050 0.64 0.64 0.02 0.0050 0.3991 1.3 4.7 4.6 FALSE 0.40G22+G20 G22 2.67 0.25 G20 2.66 0.11 71.7 0.002 6 1 0.013 0.0050 0.67 0.71 0.04 0.0050 0.2479 2.0 8.0 7.4 FALSE 0.28H2+I11 H2 7.99 0.59 I11 8.07 -0.03 36.6 0.017 24 1 0.01 3.9436 7.01 7.01 0.47 3.9466 38.2777 10.3 23.5 23.5 FALSE 1.04H3+H2 H3 8.2 0.7 H2 7.99 0.59 30.8 0.004 24 1 0.01 3.9432 4.13 4.13 0.69 3.9471 17.5858 22.4 34.3 34.3 FALSE 1.41H4+H3 H4 8.13 0.71 H3 8.2 0.7 7.1 0.001 24 1 0.01 3.0520 3.04 3.04 0.71 3.0555 11.0311 27.7 35.6 35.6 FALSE 1.42H5+H4 H5 8.95 0.95 H4 8.13 0.71 259.3 0.001 24 1 0.01 3.0481 2.88 2.88 0.74 3.0594 8.9462 34.1 37.1 37.1 FALSE 1.74H6+H5 H6 8.89 0.99 H5 8.95 0.95 9 0.004 20 1 0.01 3.0211 3.05 3.07 0.77 3.0464 12.0730 25.0 46.4 46.5 FALSE 1.75H7+H75 H7 10.51 1.76 H75 10.09 1.58 89.8 0.002 20 1 0.013 3.0240 3.31 3.33 0.73 3.0435 6.2294 48.5 43.6 43.6 FALSE 2.53H8+H7 H8 10.95 2.05 H7 10.51 1.76 233.4 0.001 20 1 0.01 3.0314 3.20 3.20 0.75 3.0361 6.3751 47.6 44.8 44.8 FALSE 2.84H9+H73 H9 11.84 3.09 H73 11.36 2.56 246.2 0.002 18 1 0.01 3.0337 3.62 3.62 0.72 3.0337 6.3351 47.9 48.0 48.0 FALSE 3.85H11+H64 H11 9.92 1.44 H64 9.05 0.99 198.2 0.002 14 1 0.01 0.8534 2.55 2.55 0.41 0.8534 3.3286 25.6 35.1 35.1 FALSE 1.86H12+H11 H12 10.15 2.2 H11 9.92 1.54 333.5 0.002 8 1 0.013 0.7488 2.14 2.14 0.67 0.7488 0.5376 139.3 100.0 100.0 TRUE 3.43H13+H12 H13 10.85 2.55 H12 10.15 2.3 107.9 0.002 8 1 0.013 0.6430 1.84 1.84 0.67 0.6430 0.5815 110.6 100.0 100.0 TRUE 3.67H14+H13 H14 11.02 3.54 H13 10.85 2.65 446.5 0.002 8 1 0.013 0.6430 1.84 1.84 0.67 0.6430 0.5395 119.2 100.0 100.0 TRUE 4.99H15+H62 H15 14.61 5.6 H62 12.95 4.64 201.4 0.005 8 1 0.013 0.5905 1.84 1.84 0.57 0.5905 0.8342 70.8 86.2 86.2 TRUE 6.04H16+H60 H16 14.43 6.48 H60 14.57 5.9 351.2 0.002 8 1 0.01 0.5499 2.01 2.01 0.49 0.5499 0.6384 86.1 73.2 73.2 FALSE 6.98H17+H57 H17 12.03 6.83 H57 14.21 6.69 396.8 0 8 1 0.013 0.5093 1.46 1.46 0.67 0.5093 0.2270 224.4 100.0 100.0 TRUE 7.94H18+H5 H18 8.92 1.27 H5 8.95 1.25 7.9 0.003 6 1 0.013 0.0212 0.11 1.23 0.48 0.0423 0.2825 7.5 95.4 20.7 FALSE 1.74H19+H18 H19 8.88 2.58 H18 8.92 1.27 386.9 0.003 6 1 0.013 0.0200 0.88 0.71 0.09 0.0283 0.3265 6.1 17.2 2.8 FALSE 2.67H20+H19 H20 9.1 3.65 H19 8.88 2.63 270.8 0.004 6 1 0.013 0.0200 0.78 0.98 0.09 0.0270 0.3443 5.8 18.8 13.8 FALSE 3.81H21+H56 H21 9.3 5.04 H56 9.2 4.75 143.8 0.002 6 1 0.013 0.0100 0.81 0.81 0.05 0.0100 0.2520 4.0 10.3 10.3 FALSE 5.09H22+H21 H22 9.3 5.34 H21 9.3 5.04 151.4 0.002 6 1 0.013 0.0100 0.81 0.59 0.05 0.0100 0.2498 4.0 10.3 1.5 FALSE 5.40H23+H22 H23 9.4 6.15 H22 9.3 5.34 404.8 0.002 6 1 0.013 0.0100 0.81 0.82 0.05 0.0103 0.2510 4.0 10.4 10.6 FALSE 6.20H24+H20 H24 10.14 5.82 H20 9.1 3.65 332.8 0.007 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.4530 0.0 0.0 0.0 FALSE 5.82H25+H11 H25 11.2 3.3 H11 9.92 1.7 378 0.004 6 1 0.013 0.1046 1.30 1.31 0.21 0.1057 0.3650 28.7 42.9 43.0 FALSE 3.52H26+H25 H26 10.63 4.58 H25 11.2 3.3 412.5 0.003 6 1 0.013 0.1046 1.16 1.17 0.23 0.1062 0.3125 33.5 46.8 47.1 FALSE 4.83H27+H26 H27 11.38 5.66 H26 10.63 5.43 114.6 0.002 6 1 0.013 0.0372 0.63 0.63 0.17 0.0372 0.2514 14.8 34.2 34.2 FALSE 5.85H28+H50 H28 10.4 5.41 H50 10.13 5.03 191.6 0.002 6 1 0.013 0.0303 0.66 1.30 0.14 0.0497 0.2499 12.1 28.3 22.2 FALSE 5.57H29+H12 H29 8.35 5.83 H12 10.15 2.65 550.5 0.006 6 1 0.013 0.1058 1.46 1.46 0.20 0.1059 0.4264 24.8 39.5 39.5 TRUE 6.03H30+H46 H30 11.57 7.74 H46 11.27 7.47 135.4 0.002 6 1 0.013 0.0529 0.70 0.70 0.20 0.0529 0.2506 21.1 40.7 40.8 FALSE 7.96H31+H14 H31 13.28 4.5 H14 11.02 3.69 403.7 0.002 6 1 0.013 0.0415 0.21 0.21 0.50 0.0417 0.2513 16.5 100.0 100.0 TRUE 5.01 2025 PWWF Model Results.xlsx Page 5 of 11
Freyer and Laureta, Inc.

Last printed: 5/12/2025
305
Appendix D: Table 2
Scenario 1: 2025 PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node Rim (Stop) (ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%) Depth/Rise (%)
Depth
(Maximum) / Rise
(%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
H32+H17 H32 16.06 10.26 H17 12.03 6.88 549.9 0.006 6 1 0.013 0.1119 1.50 1.55 0.20 0.1119 0.4399 25.4 40.5 39.4 TRUE 10.46H33+H32 H33 20 11.29 H32 16.06 10.26 515 0.002 8 1 0.013 0.1119 1.00 1.03 0.24 0.1133 0.5404 20.7 35.6 35.1 FALSE 11.54H34+H17 H34 12.74 7.69 H17 12.03 6.83 268.6 0.003 6 1 0.013 0.3974 2.02 2.02 0.50 0.3974 0.3175 125.2 100.0 100.0 TRUE 9.44H35+H34 H35 14.34 9.56 H34 12.74 7.69 321.9 0.006 6 1 0.013 0.3974 2.02 2.02 0.50 0.3974 0.4277 92.9 100.0 100.0 TRUE 11.27H36+H35 H36 15.37 9.87 H35 14.34 9.56 473.9 0.001 6 1 0.013 0.2860 1.46 1.46 0.50 0.2860 0.1435 199.3 100.0 100.0 TRUE 12.78H37+H36 H37 17.89 12.09 H36 15.37 9.87 370.1 0.006 6 1 0.013 0.1940 0.99 1.95 0.50 0.1954 0.4346 44.6 100.0 50.7 TRUE 13.30H38+E42 H38 17.69 11.79 E42 14.56 10.11 518.8 0.003 6 1 0.013 0.0698 0.97 0.97 0.20 0.0699 0.3193 21.9 39.4 39.4 FALSE 11.99H38+H47 H38 17.69 11.79 H47 15.05 10.1 205.2 0.008 6 1 0.013 0.1114 0.74 1.97 0.36 0.1443 0.5092 21.9 71.3 39.9 TRUE 12.02H39+H38 H39 18 12.1 H38 17.69 11.84 131.9 0.002 6 1 0.013 0.1020 0.99 0.99 0.26 0.1020 0.2491 40.9 51.8 51.8 FALSE 12.36H40+H36 H40 22.17 15.97 H36 15.37 9.87 496.1 0.012 6 1 0.013 0.0920 1.73 1.74 0.15 0.0938 0.6221 14.8 30.6 30.9 TRUE 16.12H41+H40 H41 24.38 16.27 H40 22.17 15.97 150.4 0.002 6 1 0.013 0.0920 0.94 0.94 0.25 0.0922 0.2506 36.7 49.9 50.0 FALSE 16.55H42+H37 H42 21.01 14.76 H37 17.89 12.19 387.7 0.007 6 1 0.013 0.0920 1.39 1.45 0.19 0.0921 0.4568 20.1 37.0 35.9 TRUE 14.95H43+H42 H43 22.12 16.57 H42 21.01 14.76 346.3 0.005 6 1 0.013 0.0920 1.30 1.30 0.19 0.0920 0.4056 22.7 38.8 38.8 FALSE 16.79H44+H37 H44 20.24 14.24 H37 17.89 12.14 272.4 0.008 6 1 0.013 0.1020 1.43 1.79 0.08 0.1024 0.4927 20.7 16.7 33.3 TRUE 14.44H45+H9 H45 12.4 3.93 H9 11.84 3.49 222.4 0.002 6 1 0.013 0.0100 0.22 0.76 0.14 0.0130 0.2496 4.0 27.7 7.9 FALSE 3.99H46+H52 H46 11.27 7.47 H52 12.58 6.18 360.9 0.004 6 1 0.013 0.0529 0.87 1.22 0.17 0.0554 0.3355 15.8 34.8 28.1 FALSE 7.65H47+H35 H47 15.05 10.1 H35 14.34 9.62 192.4 0.002 6 1 0.013 0.1114 0.57 1.07 0.50 0.1133 0.2803 39.7 100.0 53.0 TRUE 11.30H48+H55 H48 9.12 6.64 H55 9.3 4.32 217.4 0.011 6 1 0.013 0.0100 0.72 0.72 0.03 0.0100 0.5797 1.7 6.9 6.9 FALSE 6.72H49+H48 H49 8.35 6.77 H48 9.12 6.72 32.6 0.002 6 1 0.013 0.0100 0.66 0.59 0.02 0.0100 0.2199 4.5 4.4 1.5 FALSE 6.81H50+H26 H50 10.13 5.03 H26 10.63 4.58 154.3 0.003 6 1 0.013 0.0676 0.92 1.02 0.20 0.0757 0.3030 22.3 40.0 40.4 FALSE 5.26H51+H50 H51 10.5 6.35 H50 10.13 5.13 189.2 0.006 6 1 0.013 0.0372 1.02 1.02 0.12 0.0372 0.4505 8.3 24.0 24.0 FALSE 6.48H52+H29 H52 12.58 6.18 H29 8.35 5.83 94.4 0.004 6 1 0.013 0.1058 1.25 1.25 0.22 0.1060 0.3416 31.0 44.7 44.7 FALSE 6.41H53+H52 H53 12.4 8.3 H52 12.58 6.23 233.2 0.009 6 1 0.013 0.0529 1.20 1.20 0.14 0.0529 0.5286 10.0 27.6 27.6 FALSE 8.44H54+H20 H54 9.2 4 H20 9.1 3.7 152.6 0.002 6 1 0.013 0.0200 0.71 0.98 0.10 0.0200 0.2487 8.0 20.0 15.0 FALSE 4.17H55+H54 H55 9.3 4.32 H54 9.2 4.22 157.2 0.001 6 1 0.013 0.0200 0.81 1.08 0.09 0.0354 0.1415 14.1 18.3 16.3 FALSE 4.45H56+H55 H56 9.2 4.75 H55 9.3 4.32 215.8 0.002 6 1 0.013 0.0100 0.78 0.72 0.05 0.0279 0.2505 4.0 9.3 3.2 FALSE 4.81H57+H16 H57 14.21 6.69 H16 14.43 6.48 40.5 0.005 8 1 0.013 0.5499 2.52 2.52 0.40 0.5499 0.8706 63.2 59.9 59.9 FALSE 7.11H58+H57 H58 15.13 7.62 H57 14.21 6.69 184.6 0.005 6 1 0.013 0.0406 1.23 0.79 0.11 0.0408 0.3982 10.2 22.4 31.0 FALSE 7.78H59+H58 H59 16.1 8.59 H58 15.13 7.62 194.6 0.005 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.3962 0.0 0.0 0.0 FALSE 8.59H59+H61 H59 16.1 8.59 H61 15.42 6.28 194.6 0.012 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.6114 0.0 0.0 0.0 FALSE 8.59H60+H15 H60 14.57 5.9 H15 14.61 5.6 98.7 0.003 8 1 0.01 0.5905 2.65 2.65 0.41 0.5905 0.8661 68.2 61.0 61.0 FALSE 6.34H61+H60 H61 15.42 6.28 H60 14.57 5.9 189.5 0.002 6 1 0.013 0.0406 0.42 0.89 0.25 0.0577 0.2513 16.2 49.7 36.4 FALSE 6.49H62+H14 H62 12.95 4.64 H14 11.02 3.54 232.8 0.005 8 1 0.013 0.6015 1.72 1.72 0.67 0.6015 0.8305 72.4 100.0 100.0 TRUE 5.54H63+H62 H63 13.79 5.49 H62 12.95 4.64 169.8 0.005 6 1 0.013 0.0110 0.06 0.83 0.48 0.0181 0.3970 2.8 95.1 9.6 TRUE 5.60H64+H71 H64 9.05 0.99 H71 8.35 0.77 160.6 0.001 14 1 0.01 0.8824 1.84 1.84 0.54 0.8824 2.5853 34.1 46.0 46.0 FALSE 1.49H65+H64 H65 9.89 1.83 H64 9.05 0.99 168.3 0.005 6 1 0.013 0.0290 1.02 1.08 0.07 0.0292 0.3963 7.3 15.0 17.5 FALSE 1.95H66+H65 H66 9.89 2.09 H65 9.89 1.83 51.4 0.005 6 1 0.013 0.0290 0.91 0.90 0.11 0.0294 0.3989 7.3 21.9 22.2 FALSE 2.21H67+H66 H67 9.89 2.32 H66 9.89 2.09 46 0.005 6 1 0.013 0.0100 0.77 0.77 0.04 0.0100 0.3968 2.5 8.7 8.7 FALSE 2.37H68+H66 H68 9.89 2.42 H66 9.89 2.09 67 0.005 6 1 0.013 0.0190 0.98 1.13 0.08 0.0345 0.3937 4.8 15.3 18.1 FALSE 2.50H69+H68 H69 9.89 2.64 H68 9.89 2.42 45.6 0.005 6 1 0.013 0.0100 0.77 0.76 0.04 0.0110 0.3898 2.6 8.8 8.2 FALSE 2.69H70+H68 H70 9.89 2.67 H68 9.89 2.42 51.2 0.005 6 1 0.013 0.0090 0.74 0.74 0.04 0.0179 0.3921 2.3 8.0 6.2 FALSE 2.71H71+H3 H71 8.35 0.77 H3 8.2 0.7 35 0.002 14 1 0.01 0.8917 1.38 1.38 0.68 0.8917 3.1237 28.5 58.1 58.1 FALSE 1.42H72+H71 H72 9.26 1.54 H71 8.35 0.77 182.4 0.004 6 1 0.013 0.0090 0.09 0.69 0.26 0.0095 0.3646 2.5 52.0 5.9 TRUE 1.62H73+H74 H73 11.36 2.56 H74 11.16 2.34 101 0.002 20 1 0.01 3.0310 3.70 3.71 0.67 3.0365 8.4400 35.9 40.2 40.1 FALSE 3.25H74+H8 H74 11.16 2.34 H8 10.95 2.05 112.9 0.003 20 1 0.01 3.0269 3.76 3.77 0.66 3.0406 9.1668 33.0 39.6 39.7 FALSE 3.01H75+H6 H75 10.09 1.58 H6 8.89 0.99 259.7 0.002 20 1 0.01 3.0270 3.61 3.62 0.68 3.0405 8.6193 35.1 40.9 40.9 FALSE 2.27I3+I35 I3 1.69 -3.99 I35 1.2 -4.42 133 0.003 30 1 0.01 4.8589 1.31 1.31 1.77 4.8592 30.3207 16.0 70.8 70.7 FALSE -2.43I4+I3 I4 1.84 -3.31 I3 1.69 -3.56 242.6 0.001 18 1 0.013 4.8589 3.32 3.32 1.16 4.8591 3.3716 144.1 77.2 77.2 FALSE -1.99I5+I31 I5 3.41 -3.19 I31 2.94 -3.23 135 0 18 1 0.013 4.8484 2.74 2.74 1.50 4.8495 1.8081 268.2 100.0 100.0 TRUE -1.27I6+I5 I6 4.62 -3.08 I5 3.41 -3.19 410.7 0 18 1 0.013 4.8483 2.74 2.74 1.50 4.8496 1.7191 282.0 100.0 100.0 TRUE -0.50I7+I37 I7 5.18 -2.32 I37 4.72 -2.94 210.5 0.003 30 1 0.01 3.9795 0.87 0.87 2.20 3.9795 28.9378 13.8 87.9 87.9 TRUE -0.42I8+I7 I8 6.15 -1.45 I7 5.18 -2.32 238.1 0.004 30 1 0.01 3.9739 1.33 1.33 1.47 3.9739 32.2300 12.3 58.8 58.8 FALSE -0.41I9+I8 I9 5.69 -1.31 I8 6.15 -1.45 154.7 0.001 30 1 0.01 3.9710 2.23 2.23 0.98 3.9710 16.0402 24.8 39.2 39.2 FALSE -0.39I10+I9 I10 7.26 -0.74 I9 5.69 -1.31 221.1 0.003 24 1 0.01 3.9451 3.99 3.99 0.70 3.9452 14.9310 26.4 35.2 35.2 FALSE -0.03I11+I10 I11 8.07 -0.03 I10 7.26 -0.74 379.8 0.002 24 1 0.01 3.9447 3.59 3.59 0.76 3.9456 12.7144 31.0 38.1 38.1 FALSE 0.74I12+I6 I12 4.46 -2.19 I6 4.62 -2.83 338.5 0.002 12 1 0.013 0.8460 1.08 1.08 1.00 0.8460 1.5492 54.6 100.0 100.0 TRUE -0.36I13+I12 I13 5.54 -1.56 I12 4.46 -2.14 319.8 0.002 12 1 0.013 0.8460 1.08 1.08 1.00 0.8460 1.5173 55.8 100.0 100.0 TRUE -0.27I14+I13 I14 4.22 -0.83 I13 5.54 -1.51 443.5 0.002 12 1 0.013 0.5698 0.76 0.76 0.90 0.5703 1.3950 40.8 90.4 90.3 TRUE -0.23I15+I14 I15 5.32 -0.53 I14 4.22 -0.78 386 0.001 12 1 0.013 0.5701 1.28 1.28 0.55 0.5701 0.9066 62.9 55.1 55.1 FALSE 0.05I16+I6 I16 4.85 0.96 I6 4.62 -2.38 492.8 0.007 8 1 0.013 0.0097 0.67 0.67 0.03 0.0097 0.9948 1.0 3.8 3.8 TRUE 1.02I17+I7 I17 5.54 1.51 I7 5.18 -1.27 525.8 0.005 6 1 0.013 0.0050 0.39 0.60 0.06 0.0051 0.4080 1.2 11.7 2.8 TRUE 1.54I18+I8 I18 5.2 1.01 I8 6.15 -0.65 236.8 0.007 6 1 0.013 0.0050 0.63 0.70 0.02 0.0064 0.4697 1.1 4.3 6.7 FALSE 1.12I19+I18 I19 6.48 1.59 I18 5.2 1.11 238.8 0.002 6 1 0.013 0.0050 0.61 0.61 0.02 0.0052 0.2516 2.0 3.2 3.5 FALSE 1.63I20+I9 I20 5.86 1.26 I9 5.69 -0.81 278.4 0.007 6 1 0.013 0.0050 0.56 0.57 0.01 0.0078 0.4838 1.0 1.2 1.4 FALSE 1.28I21+I24 I21 7.17 1.52 I24 7 -0.08 364.1 0.004 6 1 0.013 0.1970 1.70 1.70 0.29 0.1970 0.3719 53.0 57.2 57.2 TRUE 1.81I22+I23 I22 8.69 3.44 I23 8.52 3.17 44.5 0.006 6 1 0.013 0.0590 1.11 1.11 0.16 0.0590 0.4372 13.5 31.5 31.5 FALSE 3.61 2025 PWWF Model Results.xlsx Page 6 of 11
Freyer and Laureta, Inc.

Last printed: 5/12/2025
306
Appendix D: Table 2
Scenario 1: 2025 PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node Rim (Stop) (ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%) Depth/Rise (%)
Depth
(Maximum) / Rise
(%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
I23+I27 I23 8.52 3.12 I27 8.3 2.86 80.1 0.003 6 1 0.013 0.1280 1.31 1.31 0.25 0.1283 0.3197 40.0 49.8 49.8 FALSE 3.38I24+I13 I24 7 -0.08 I13 5.54 -0.56 236.9 0.002 6 1 0.013 0.2774 1.44 1.44 0.48 0.2774 0.2526 109.8 95.5 95.5 TRUE 0.53I25+I24 I25 7 0.22 I24 7 -0.08 153.5 0.002 6 1 0.013 0.0763 0.41 0.45 0.46 0.0816 0.2480 30.8 91.1 87.7 TRUE 0.53I26+I23 I26 9.29 4.04 I23 8.52 3.27 153.5 0.005 6 1 0.013 0.0690 1.15 1.15 0.17 0.0690 0.3974 17.4 34.5 34.5 FALSE 4.23I27+I28 I27 8.3 2.86 I28 8.04 2.57 89.9 0.003 6 1 0.013 0.1280 1.29 1.30 0.25 0.1290 0.3188 40.2 50.2 50.3 FALSE 3.12I28+I21 I28 8.04 2.57 I21 7.17 1.57 311.5 0.003 6 1 0.013 0.1970 1.50 1.50 0.32 0.1970 0.3179 62.0 63.4 63.4 FALSE 2.89I29+I28 I29 8.81 3.34 I28 8.04 2.57 153.5 0.005 6 1 0.013 0.0690 1.09 1.12 0.18 0.0704 0.3974 17.4 35.7 35.7 FALSE 3.53I31+I4 I31 2.94 -3.23 I4 1.84 -3.31 321.1 0 18 1 0.013 4.8585 2.76 2.76 1.48 4.8595 1.6581 293.0 98.4 98.4 TRUE -1.42I32+I31 I32 3.97 -2.18 I31 2.94 -3.23 207.6 0.005 6 1 0.013 0.0100 0.05 0.59 0.50 0.0110 0.3990 2.5 100.0 1.6 TRUE -1.42I33+I32 I33 4.43 -1.73 I32 3.97 -2.18 90.2 0.005 6 1 0.013 0.0050 0.03 0.60 0.50 0.0050 0.3963 1.3 100.0 3.1 TRUE -1.42I34+I32 I34 4.56 -1.6 I32 3.97 -2.18 117.2 0.005 6 1 0.013 0.0050 0.03 0.63 0.47 0.0050 0.3947 1.3 94.8 4.2 TRUE -1.42I35+I36 I35 1.2 -4.42 I36 1.7 -4.47 11.4 0.004 24 1 0.01 2.2865 0.73 0.73 1.97 2.2865 19.4782 11.7 98.5 98.5 FALSE -2.47I35+T19 I35 1.2 -4.42 T19 2.23 -4.72 55.4 0.005 24 1 0.01 2.5724 0.82 0.85 2.00 2.6527 21.6427 11.9 100.0 96.6 TRUE -2.45I36+T36 I36 1.7 -4.47 T36 2.125 -4.74 47.3 0.006 24 1 0.01 2.2865 0.73 0.73 2.00 2.2865 22.2278 10.3 100.0 100.0 TRUE -2.47I37+I6 I37 4.72 -2.94 I6 4.62 -3.08 48.5 0.003 15 1 0.013 3.9809 3.24 3.24 1.25 3.9809 3.4711 114.7 100.0 100.0 TRUE -0.44J5+J16 J5 4.44 -1.06 J16 3.8 -2.17 275.2 0.004 8 1 0.01 0.0772 1.30 1.30 0.15 0.0772 0.9977 7.7 22.6 22.6 FALSE -0.91J6+J5 J6 5.85 0.6 J5 4.44 -0.96 558.5 0.003 6 1 0.013 0.0772 0.97 0.97 0.21 0.0772 0.2965 26.0 42.6 42.6 FALSE 0.82J7+J6 J7 5.96 1.9 J6 5.85 1.02 441.1 0.002 6 1 0.013 0.0227 0.70 0.70 0.11 0.0230 0.2506 9.1 22.3 22.5 FALSE 2.02J8+J6 J8 7.5 2.81 J6 5.85 0.7 442.1 0.005 6 1 0.013 0.0545 0.99 0.99 0.16 0.0545 0.3876 14.1 32.4 32.4 FALSE 2.97J9+J8 J9 8.19 3.23 J8 7.5 2.81 400.5 0.001 6 1 0.013 0.0545 0.56 0.71 0.25 0.0562 0.1817 30.0 49.3 42.4 FALSE 3.48J10+J9 J10 9.91 4.26 J9 8.19 3.34 299.8 0.003 6 1 0.013 0.0545 0.83 0.94 0.18 0.0594 0.3108 17.5 36.9 35.7 FALSE 4.46J11+J15 J11 1.31 -2.3 J15 2.31 -3.24 199.7 0.005 8 1 0.013 0.0292 0.17 0.17 0.33 0.0292 0.8290 3.5 49.4 49.1 TRUE -2.20J12+J11 J12 1.94 -1.61 J11 1.31 -2.2 299.4 0.002 8 1 0.013 0.0290 0.62 0.63 0.13 0.0291 0.5364 5.4 19.2 19.1 FALSE -1.47J13+J12 J13 2.73 -0.51 J12 1.94 -1.51 298.6 0.003 8 1 0.013 0.0291 0.72 0.72 0.11 0.0291 0.6993 4.2 17.2 17.2 FALSE -0.40J14+J13 J14 3.27 -0.03 J13 2.73 -0.41 190 0.002 8 1 0.013 0.0290 0.66 0.66 0.12 0.0290 0.5404 5.4 18.4 18.4 FALSE 0.11J15+T20 J15 2.31 -3.49 T20 2.72 -4.06 82.7 0.007 7.6 1 0.01 0.0296 0.10 0.10 0.63 0.0296 1.1178 2.6 100.0 100.0 TRUE -2.44J16+J17 J16 3.8 -2.17 J17 3.3 -3.02 210.2 0.004 7.6 1 0.01 0.0772 1.15 1.25 0.17 0.0772 0.8560 9.0 26.7 25.3 FALSE -2.02J17+J18 J17 3.3 -3.02 J18 2.4 -3.24 45 0.005 8 1 0.01 0.0772 0.22 0.32 0.67 0.0772 1.0983 7.0 100.0 65.8 TRUE -2.43J18+T21 J18 2.4 -3.24 T21 3.07 -3.99 63 0.012 8 1 0.01 0.0772 0.22 0.22 0.67 0.0772 1.7140 4.5 100.0 100.0 TRUE -2.43K1+T16 K1 2.25 -6.28 T16 2.25 -6.5 30.8 0.007 18 1 0.01 1.8542 1.71 1.71 0.89 1.8545 11.5437 16.1 59.0 59.0 TRUE -3.90K2+K38 K2 3.35 -5.2 K38 2.67 -5.61 193.7 0.002 18 1 0.01 1.8496 3.12 3.12 0.55 1.8496 6.2817 29.4 36.9 36.9 TRUE -3.90K3+K2 K3 4.05 -4.8 K2 3.35 -5.2 189.7 0.002 18 1 0.01 1.8463 3.12 3.12 0.55 1.8463 6.2704 29.4 36.9 36.9 FALSE -3.90K4+K43 K4 3.55 -4.28 K43 3.81 -4.75 204.6 0.002 18 1 0.01 1.8369 3.18 3.18 0.54 1.8369 6.5448 28.1 36.2 36.2 FALSE -3.73K5+K4 K5 3.31 -3.71 K4 3.55 -4.28 248.1 0.002 18 1 0.01 0.7401 2.36 2.36 0.35 0.7401 6.5445 11.3 23.4 23.4 FALSE -3.36K6+K5 K6 4.44 -2.86 K5 3.31 -3.71 251.1 0.003 18 1 0.01 0.7036 2.68 2.68 0.31 0.7036 7.9454 8.9 20.6 20.6 FALSE -2.54K7+K6 K7 3.35 -1.85 K6 4.44 -2.66 362.1 0.002 8 1 0.013 0.0200 0.72 0.71 0.09 0.0200 0.5715 3.5 13.4 13.4 FALSE -1.76K8+K7 K8 2.87 -1.18 K7 3.35 -1.85 355.5 0.002 8 1 0.013 0.0200 0.67 0.66 0.09 0.0202 0.5246 3.8 14.0 14.2 FALSE -1.08K9+K8 K9 3.87 -0.58 K8 2.87 -1.18 355.9 0.002 8 1 0.013 0.0200 0.64 0.71 0.10 0.0222 0.4961 4.0 14.4 14.4 FALSE -0.47K10+K9 K10 4.11 0.11 K9 3.87 -0.48 155.5 0.004 6 1 0.013 0.0100 0.73 0.73 0.04 0.0100 0.3456 2.9 7.3 7.4 FALSE 0.16K11+K5 K11 3.67 -2.23 K5 3.31 -2.99 369.8 0.002 6 1 0.013 0.0205 0.72 0.72 0.10 0.0217 0.2544 8.1 20.1 21.1 FALSE -2.12K12+K11 K12 3.54 -0.86 K11 3.67 -2.08 353.5 0.003 6 1 0.013 0.0205 0.91 0.92 0.09 0.0255 0.3296 6.2 17.1 11.7 FALSE -0.73K13+K12 K13 2.97 0.27 K12 3.54 -0.86 362 0.003 6 1 0.013 0.0205 0.87 0.90 0.09 0.0214 0.3135 6.5 17.7 17.8 FALSE 0.37K14+K13 K14 3.19 0.45 K13 2.97 0.27 90.4 0.002 6 1 0.013 0.0205 0.75 0.77 0.10 0.0216 0.2503 8.2 19.7 19.9 FALSE 0.58K15+K9 K15 3.43 -0.33 K9 3.87 -0.48 73.9 0.002 6 1 0.013 0.0100 0.79 0.79 0.05 0.0100 0.2528 4.0 9.7 9.7 FALSE -0.27K16+K4 K16 3.55 -2.65 K4 3.55 -3.45 273.7 0.003 6 1 0.013 0.0205 0.75 1.06 0.10 0.0456 0.3033 6.8 19.7 13.3 FALSE -2.53K17+K16 K17 2.92 -1.88 K16 3.55 -2.6 267.2 0.003 6 1 0.013 0.0205 0.75 0.65 0.10 0.0205 0.2912 7.0 19.7 1.9 FALSE -1.75K18+K17 K18 3.64 -1.31 K17 2.92 -1.88 268.7 0.002 6 1 0.013 0.0205 0.72 1.03 0.10 0.0341 0.2584 7.9 20.3 14.4 FALSE -1.21K19+K18 K19 3.25 -0.65 K18 3.64 -1.31 272 0.002 6 1 0.013 0.0205 0.73 0.73 0.10 0.0205 0.2764 7.4 20.0 20.0 FALSE -0.52K20+K19 K20 2.67 -0.53 K19 3.25 -0.6 134.6 0.001 6 1 0.013 0.0205 0.94 0.94 0.07 0.0205 0.1279 16.0 13.5 13.5 FALSE -0.42K21+K3 K21 3.15 -2.1 K3 4.05 -4.25 246.4 0.009 6 1 0.013 0.0100 0.73 0.65 0.04 0.0207 0.5241 1.9 7.3 1.9 FALSE -2.06K22+K21 K22 3.29 -1.16 K21 3.15 -2.05 256.2 0.003 6 1 0.013 0.0050 0.69 0.69 0.03 0.0050 0.3307 1.5 6.7 6.7 FALSE -1.13K23+K22 K23 3.52 -0.91 K22 3.29 -1.11 99.5 0.002 6 1 0.013 0.0050 0.66 0.66 0.03 0.0050 0.2515 2.0 5.4 5.4 FALSE -0.88K24+K21 K24 3.55 -1.7 K21 3.15 -2 148.6 0.002 6 1 0.013 0.0050 0.65 0.65 0.03 0.0050 0.2521 2.0 5.1 5.1 FALSE -1.67K25+K44 K25 3.6 -1.7 K44 3.23 -2.92 346.2 0.004 6 1 0.01 0.0160 0.90 0.93 0.06 0.0186 0.4330 3.7 12.9 13.5 FALSE -1.64K26+K6 K26 4.36 -1.29 K6 4.44 -2.76 293.6 0.005 6 1 0.013 0.0000 0.00 0.44 0.00 0.0172 0.3970 0.0 0.0 25.4 FALSE -1.18K27+K26 K27 3.95 -0.6 K26 4.36 -1.29 199.5 0.003 6 1 0.013 0.0000 0.00 0.53 0.00 0.0246 0.3300 0.0 0.0 28.6 FALSE -0.46K28+K4 K28 3.27 -4 K4 3.55 -4.1 242 0 10 1 0.013 1.0749 1.98 1.98 0.81 1.0750 0.4454 241.4 97.7 97.7 TRUE -2.93K30+K31 K30 3.78 -3.21 K31 3.08 -3.43 108.2 0.002 8 1 0.013 0.1208 0.35 0.35 0.67 0.1208 0.5449 22.2 100.0 100.0 TRUE -2.38K31+L1 K31 3.08 -3.43 L1 2.82 -3.73 147.8 0.002 8 1 0.013 0.1208 0.35 0.35 0.67 0.1208 0.5443 22.2 100.0 100.0 TRUE -2.38K32+K30 K32 3.16 -2.76 K30 3.78 -3.21 226.9 0.002 8 1 0.013 0.1190 0.36 0.73 0.61 0.1190 0.5381 22.1 91.1 47.6 TRUE -2.38K33+K32 K33 2.74 -2.37 K32 3.16 -2.76 130.8 0.003 6 1 0.013 0.0595 0.87 0.87 0.19 0.0595 0.3064 19.4 38.1 38.1 FALSE -2.18K34+K33 K34 3.08 -1.54 K33 2.74 -2.37 278.4 0.003 6 1 0.013 0.0595 0.86 0.86 0.19 0.0596 0.3064 19.4 38.3 38.3 FALSE -1.34K35+K34 K35 2.78 -0.7 K34 3.08 -1.54 279.8 0.003 6 1 0.013 0.0595 0.86 1.34 0.19 0.0859 0.3074 19.4 38.2 36.2 FALSE -0.51K36+K35 K36 2.75 0.15 K35 2.78 -0.7 281.5 0.003 6 1 0.013 0.0595 0.86 0.86 0.19 0.0598 0.3083 19.3 38.2 38.2 FALSE 0.36K37+K32 K37 2.51 -1.01 K32 3.16 -2.76 350.2 0.005 6 1 0.013 0.0595 1.02 1.03 0.17 0.0595 0.3966 15.0 33.7 33.6 FALSE -0.83K38+K39 K38 2.67 -5.61 K39 2.49 -5.63 7.8 0.003 18 1 0.01 1.8565 3.25 3.25 0.54 1.8565 6.9194 26.8 36.0 36.0 TRUE -3.90 2025 PWWF Model Results.xlsx Page 7 of 11
Freyer and Laureta, Inc.

Last printed: 5/12/2025
307
Appendix D: Table 2
Scenario 1: 2025 PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node Rim (Stop) (ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%) Depth/Rise (%)
Depth
(Maximum) / Rise
(%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
K39+K40 K39 2.49 -5.63 K40 2.25 -6.24 249.4 0.002 18 1 0.01 1.8507 3.23 3.23 0.54 1.8507 6.7531 27.4 36.0 36.0 TRUE -3.90K40+K1 K40 2.25 -6.24 K1 2.25 -6.28 5.6 0.007 18 1 0.01 1.8552 2.06 2.06 0.76 1.8552 11.4992 16.1 50.8 50.8 TRUE -3.90K41+K42 K41 5.23 -2.2 K42 7.35 -2.73 191.9 0.003 18 1 0.01 0.6820 2.47 2.47 0.32 0.6820 7.1761 9.5 21.3 21.3 FALSE -1.88K42+K6 K42 7.35 -2.73 K6 4.44 -2.86 36.7 0.004 12 2 0.01 0.6820 2.19 2.19 0.25 0.6820 5.5095 12.4 25.2 25.2 FALSE -2.48K43+K3 K43 3.81 -4.75 K3 4.05 -4.8 23.5 0.002 18 1 0.01 1.8362 3.08 3.08 0.56 1.8362 6.2985 29.2 37.1 37.1 FALSE -3.90K44+K5 K44 3.23 -2.92 K5 3.31 -3.09 30 0.006 6 1 0.013 0.0160 0.90 1.00 0.06 0.0376 0.4224 3.8 12.8 24.7 FALSE -2.81L1+L21 L1 2.82 -3.73 L21 2.74 -3.95 223.2 0.001 10 1 0.013 1.0749 1.97 1.97 0.83 1.0749 0.6879 156.3 100.0 100.0 TRUE -2.38L2+L1 L2 2.72 -3.28 L1 2.82 -3.73 178.7 0.003 10 1 0.013 0.9542 1.75 1.75 0.83 0.9542 1.0993 86.8 100.0 100.0 TRUE -2.12L3+L2 L3 2.93 -3.17 L2 2.72 -3.28 83.4 0.001 10 1 0.013 0.9542 1.75 1.75 0.83 0.9542 0.7957 119.9 100.0 100.0 TRUE -2.05L4+L3 L4 3.39 -2.3 L3 2.93 -3.12 247.6 0.003 10 1 0.013 0.5072 1.26 1.26 0.58 0.5072 1.2607 40.2 69.3 69.3 TRUE -1.90L5+L47 L5 4.17 -1.38 L47 3.21 -2.04 276.3 0.002 6 1 0.013 0.0680 0.86 0.86 0.21 0.0680 0.2742 24.8 42.5 42.5 FALSE -1.17L6+L5 L6 4.69 -0.51 L5 4.17 -1.38 214.9 0.004 6 1 0.013 0.0340 0.95 0.95 0.12 0.0340 0.3570 9.5 23.7 23.7 FALSE -0.38L7+L6 L7 5.31 -0.39 L6 4.69 -0.51 260.6 0 6 1 0.013 0.0340 0.47 0.47 0.20 0.0340 0.1204 28.2 39.5 39.5 FALSE -0.16L8+L7 L8 5.39 -0.24 L7 5.31 -0.39 72.8 0.002 6 1 0.013 0.0340 0.64 0.64 0.16 0.0340 0.2547 13.4 31.5 31.5 FALSE -0.07L9+L4 L9 3.42 -1.78 L4 3.39 -2.05 162.3 0.002 6 1 0.013 0.2352 1.36 1.36 0.41 0.2352 0.2288 102.8 82.6 82.6 FALSE -1.32L10+K27 L10 3.59 0.24 K27 3.95 -0.55 197.2 0.004 6 1 0.013 0.0000 0.00 0.49 0.00 0.0250 0.3551 0.0 0.0 30.7 FALSE 0.24L10+L9 L10 3.59 -0.76 L9 3.42 -1.78 274.7 0.004 6 1 0.013 0.0694 1.00 1.03 0.19 0.0696 0.3419 20.3 38.3 37.6 FALSE -0.57L11+L10 L11 4.97 0.57 L10 3.59 -0.56 359.8 0.003 6 1 0.013 0.0696 0.96 0.96 0.20 0.0696 0.3144 22.1 39.7 39.7 FALSE 0.77L12+L11 L12 4.97 0.62 L11 4.97 0.57 81.8 0.001 6 1 0.013 0.0536 0.88 0.88 0.17 0.0536 0.1387 38.7 34.9 34.9 FALSE 0.88L13+L9 L13 4.47 -0.58 L9 3.42 -1.73 310.9 0.004 6 1 0.013 0.1658 1.49 1.49 0.28 0.1658 0.3412 48.6 55.2 55.2 FALSE -0.30L14+L13 L14 5.25 0.6 L13 4.47 -0.58 301.6 0.004 6 1 0.013 0.1658 1.52 1.52 0.27 0.1658 0.3509 47.2 54.2 54.2 FALSE 0.87L15+L14 L15 6.17 1.92 L14 5.25 0.6 310.2 0.004 6 1 0.013 0.1658 1.57 1.57 0.26 0.1658 0.3660 45.3 52.9 52.9 FALSE 2.19L16+L15 L16 7.37 2.67 L15 6.17 1.92 311.1 0.002 6 1 0.013 0.1658 1.26 1.26 0.32 0.1658 0.2755 60.2 63.3 63.3 FALSE 2.99L17+L16 L17 7.38 3.53 L16 7.37 2.67 236.3 0.004 6 1 0.013 0.1600 1.48 1.48 0.27 0.1600 0.3385 47.3 54.1 54.1 FALSE 3.80L18+L17 L18 8.22 4.37 L17 7.38 3.53 330.9 0.003 6 1 0.013 0.1600 1.27 1.27 0.31 0.1600 0.2827 56.6 61.0 61.0 FALSE 4.68L19+L18 L19 9.56 5.51 L18 8.22 4.37 332.7 0.003 6 1 0.013 0.1600 1.43 1.45 0.28 0.1610 0.3284 48.7 55.5 55.3 FALSE 5.80L20+L16 L20 8.52 2.97 L16 7.37 2.77 101.4 0.002 6 1 0.013 0.0058 0.15 0.69 0.12 0.0058 0.2492 2.3 24.5 6.3 FALSE 3.01L21+K28 L21 2.74 -3.95 K28 3.27 -4 68.3 0.001 10 1 0.013 1.0749 1.97 1.97 0.83 1.0749 0.5929 181.3 100.0 100.0 TRUE -2.86L22+L3 L22 3.32 -0.13 L3 2.93 -2.72 365.6 0.007 6 1 0.013 0.0255 0.68 0.54 0.01 0.0256 0.4722 5.4 2.0 29.1 TRUE 0.00L23+L3 L23 3.05 -2.75 L3 2.93 -3.17 351.1 0.001 8 1 0.01 0.4198 1.20 1.20 0.67 0.4198 0.5433 77.3 100.0 100.0 TRUE -1.81L24+L23 L24 2.38 -2.17 L23 3.05 -2.75 386.3 0.002 8 1 0.01 0.4198 1.20 1.20 0.67 0.4198 0.6087 69.0 100.0 100.0 TRUE -1.60L25+L24 L25 3.54 -1.91 L24 2.38 -2.17 342 0.001 8 1 0.01 0.4198 1.45 1.45 0.52 0.4198 0.4331 96.9 77.5 77.5 FALSE -1.36L26+L25 L26 3.77 -1.38 L25 3.54 -1.91 215.6 0.002 8 1 0.013 0.2820 1.50 1.50 0.35 0.2820 0.5991 47.1 53.0 53.0 FALSE -1.03L27+L26 L27 3.7 -0.86 L26 3.77 -1.38 260.1 0.002 8 1 0.013 0.1580 1.16 1.16 0.28 0.1580 0.5403 29.2 41.3 41.3 FALSE -0.58L28+L27 L28 3.81 0.26 L27 3.7 -0.86 362.9 0.003 6 1 0.013 0.0790 1.01 1.01 0.21 0.0790 0.3117 25.3 41.8 41.8 FALSE 0.47L29+L28 L29 4.59 1.14 L28 3.81 0.26 366 0.002 6 1 0.013 0.0790 0.92 0.92 0.22 0.0790 0.2751 28.7 44.8 44.8 FALSE 1.39L30+L27 L30 3.71 -0.19 L27 3.7 -0.86 236 0.003 6 1 0.013 0.0790 0.98 0.99 0.21 0.0798 0.2989 26.4 42.9 43.0 FALSE 0.03L31+L30 L31 4.39 0.64 L30 3.71 -0.19 178.8 0.005 6 1 0.013 0.0790 1.20 1.41 0.18 0.0902 0.3823 20.7 36.9 36.1 FALSE 0.84L32+L31 L32 5.42 1.62 L31 4.39 0.64 293.5 0.003 6 1 0.013 0.0790 1.04 1.04 0.21 0.0790 0.3242 24.4 41.2 41.2 FALSE 1.83L33+L32 L33 5.85 1.8 L32 5.42 1.62 90.7 0.002 6 1 0.013 0.0790 0.90 0.90 0.23 0.0790 0.2500 31.6 45.8 45.8 FALSE 2.06L34+L26 L34 4.66 -0.24 L26 3.77 -1.28 287.3 0.004 6 1 0.013 0.1240 1.32 1.32 0.24 0.1240 0.3376 36.7 48.4 48.4 FALSE 0.01L35+L34 L35 5.3 0.7 L34 4.66 -0.24 253.5 0.004 6 1 0.013 0.1100 1.26 1.26 0.23 0.1100 0.3417 32.2 45.6 45.6 FALSE 0.93L36+L35 L36 5.75 1.65 L35 5.3 0.7 277.7 0.003 6 1 0.013 0.1100 1.22 1.27 0.23 0.1126 0.3282 33.5 46.6 46.1 FALSE 1.89L37+L36 L37 6.21 2.76 L36 5.75 1.65 322.8 0.003 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.3290 0.0 0.0 0.0 FALSE 2.76L37+L38 L37 6.21 2.76 L38 5.64 2.24 210.4 0.002 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.2789 0.0 0.0 0.0 FALSE 2.76L38+L39 L38 5.64 2.24 L39 4.89 1.54 215.2 0.003 6 1 0.013 0.1200 1.26 1.42 0.24 0.1326 0.3200 37.5 48.8 48.2 FALSE 2.49L39+L40 L39 4.89 1.54 L40 4.16 0.81 345.7 0.002 6 1 0.013 0.1200 1.06 1.06 0.28 0.1200 0.2578 46.6 55.9 55.9 FALSE 1.82L40+L42 L40 4.16 0.61 L42 3.25 0.2 345.8 0.001 8 1 0.013 0.1250 0.88 0.88 0.29 0.1250 0.4161 30.0 42.8 42.8 FALSE 0.90L41+L40 L41 6.09 0.95 L40 4.16 0.81 70.6 0.002 6 1 0.013 0.0050 0.64 0.64 0.02 0.0050 0.2499 2.0 4.7 4.7 FALSE 0.98L42+L43 L42 3.25 0.2 L43 2.56 -0.34 330.1 0.002 8 1 0.013 0.1250 0.98 0.98 0.26 0.1250 0.4887 25.6 39.3 39.3 FALSE 0.46L43+L44 L43 2.56 -0.34 L44 3.5 -0.85 334.4 0.002 8 1 0.013 0.1250 0.96 0.96 0.27 0.1250 0.4719 26.5 40.1 40.1 FALSE -0.07L44+L45 L44 3.5 -0.85 L45 2.57 -1.33 238.4 0.002 8 1 0.013 0.1250 1.06 1.06 0.25 0.1250 0.5422 23.1 37.2 37.2 FALSE -0.60L45+L25 L45 2.57 -1.38 L25 3.54 -1.76 201.8 0.002 8 1 0.013 0.1378 1.03 1.03 0.27 0.1378 0.5244 26.3 40.6 40.6 FALSE -1.11L46+L45 L46 2.92 -0.93 L45 2.57 -1.23 136 0.002 6 1 0.013 0.0128 0.88 0.95 0.06 0.0221 0.2635 4.9 12.7 13.5 FALSE -0.85L47+L4 L47 3.21 -2.04 L4 3.39 -2.3 88 0.003 8 1 0.013 0.2720 1.66 1.66 0.32 0.2720 0.6568 41.4 47.6 47.6 FALSE -1.71L48+L47 L48 3.22 -1.35 L47 3.21 -2.04 228.9 0.003 8 1 0.013 0.2040 1.50 1.50 0.28 0.2040 0.6635 30.7 41.4 41.4 FALSE -1.07L49+L48 L49 4.08 -1.2 L48 3.22 -1.35 233.3 0.001 8 1 0.013 0.2040 0.99 0.99 0.38 0.2040 0.3064 66.6 56.9 56.9 FALSE -0.79L50+L49 L50 4.26 -0.68 L49 4.08 -1.2 223.6 0.002 8 1 0.013 0.2040 1.35 1.35 0.30 0.2040 0.5827 35.0 44.6 44.6 FALSE -0.38L51+L50 L51 3.85 -0.28 L50 4.26 -0.68 79.7 0.005 6 1 0.013 0.0077 0.27 0.69 0.10 0.0085 0.3975 1.9 20.3 5.7 FALSE -0.24L52+L50 L52 4.54 -0.36 L50 4.26 -0.68 223.9 0.001 6 1 0.013 0.1963 1.17 1.17 0.40 0.1963 0.2121 92.5 79.9 79.9 FALSE 0.07L53+L52 L53 5.4 0.6 L52 4.54 -0.36 218.4 0.004 6 1 0.013 0.1963 1.69 1.69 0.29 0.1963 0.3720 52.8 57.2 57.2 FALSE 0.89L54+L53 L54 6.47 2.07 L53 5.4 0.6 369.4 0.004 6 1 0.013 0.0935 1.21 1.21 0.21 0.0935 0.3539 26.4 41.6 41.6 FALSE 2.28L55+L54 L55 6.53 2.37 L54 6.47 2.07 148.7 0.002 6 1 0.013 0.0425 0.62 0.62 0.19 0.0425 0.2520 16.9 38.0 38.0 FALSE 2.57L56+L54 L56 7.59 3.34 L54 6.47 2.17 326.7 0.004 6 1 0.013 0.0510 0.84 0.84 0.17 0.0510 0.3357 15.2 34.8 34.8 FALSE 3.52L57+L53 L57 5.49 1.29 L53 5.4 0.65 202.8 0.003 6 1 0.013 0.1028 1.16 1.16 0.23 0.1028 0.3152 32.6 46.0 46.0 FALSE 1.52L58+L57 L58 6.75 2.35 L57 5.49 1.29 295.3 0.004 6 1 0.013 0.1028 1.21 1.34 0.22 0.1060 0.3361 30.6 44.8 42.2 FALSE 2.57 2025 PWWF Model Results.xlsx Page 8 of 11
Freyer and Laureta, Inc.

Last printed: 5/12/2025
308
Appendix D: Table 2
Scenario 1: 2025 PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node Rim (Stop) (ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%) Depth/Rise (%)
Depth
(Maximum) / Rise
(%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
L59+L58 L59 7.91 3.31 L58 6.75 2.35 250 0.004 6 1 0.013 0.1028 1.24 1.24 0.22 0.1028 0.3477 29.6 43.9 43.9 FALSE 3.53L60+L59 L60 8.08 3.53 L59 7.91 3.31 108.8 0.002 6 1 0.013 0.1028 1.02 1.02 0.26 0.1028 0.2523 40.7 51.1 51.1 FALSE 3.79L61+L5 L61 4.57 -0.73 L5 4.17 -1.13 152.5 0.003 6 1 0.013 0.0340 0.71 0.71 0.15 0.0340 0.2874 11.8 29.3 29.3 FALSE -0.56L62+L34 L62 4.95 0.45 L34 4.66 -0.19 146.7 0.004 6 1 0.013 0.0140 0.66 0.75 0.08 0.0157 0.3705 3.8 16.4 16.2 FALSE 0.52M2+M44 M2 5.62 0.3 M44 5.62 0.22 42.2 0.002 8 1 0.013 0.5701 2.32 2.32 0.44 0.5701 0.5262 108.3 66.2 66.2 FALSE 0.80M2+N1 M2 5.62 2.62 N1 5.32 2.32 82 0.004 12 1 0.013 0.0000 0.00 0.00 0.03 0.0000 2.1554 0.0 2.5 0.0 FALSE 2.66M3+M2 M3 6.98 1.33 M2 5.62 0.3 379.8 0.003 8 1 0.013 0.5704 1.95 1.95 0.52 0.5704 0.6293 90.7 78.1 78.1 FALSE 1.86M4+M31 M4 9.9 3 M31 7 2.52 142.5 0.003 8 1 0.013 0.2904 1.73 1.73 0.32 0.2904 0.7012 41.4 48.6 48.6 FALSE 3.32M5+M4 M5 11.95 3.9 M4 9.9 3.05 372.5 0.002 8 1 0.013 0.2904 1.52 1.52 0.36 0.2905 0.5772 50.3 53.7 53.7 FALSE 4.26M6+M46 M6 12.3 6.22 M46 12.8 6.1 50.4 0.002 16 1 0.01 0.1751 1.48 1.48 0.19 0.1754 4.8649 3.6 13.9 13.9 FALSE 6.41M7+M36 M7 12.4 6.45 M36 7.3 3.24 79.9 0.04 10 1 0.01 0.3390 2.91 2.91 0.14 0.3390 5.7102 5.9 17.1 17.1 FALSE 6.59M7+M45 M7 12.4 6.45 M45 12.36 6.35 46.6 0.002 12 2 0.01 0.1751 1.22 1.22 0.15 0.1754 4.2891 4.1 14.7 14.7 FALSE 6.60M8+M7 M8 14.41 7.71 M7 12.4 6.45 192.5 0.007 16 1 0.01 0.5141 3.11 3.11 0.23 0.5141 8.0706 6.4 17.6 17.6 FALSE 7.95M12+M40 M12 14.95 7.4 M40 13.27 5.72 338.1 0.005 8 1 0.013 0.2462 1.91 1.91 0.26 0.2464 0.8518 28.9 39.7 39.6 FALSE 7.67M13+M12 M13 16.33 8.78 M12 14.95 7.4 276 0.005 8 1 0.013 0.2461 1.91 1.92 0.26 0.2465 0.8544 28.8 39.6 39.6 FALSE 9.05M14+M5 M14 10.14 5.82 M5 11.95 3.95 327.8 0.006 10 1 0.013 0.0200 0.65 0.65 0.01 0.0201 1.6547 1.2 1.1 1.1 FALSE 5.91M16+M8 M16 14.85 8.05 M8 14.41 7.81 19.7 0.012 6 1 0.013 0.0100 0.42 0.79 0.09 0.0100 0.6193 1.6 18.0 9.5 FALSE 8.09M18+M5 M18 12 4.51 M5 11.95 4.2 153.9 0.002 10 1 0.013 0.0171 0.32 0.32 0.13 0.0171 0.9833 1.7 15.5 15.5 FALSE 4.64M19+M18 M19 12.1 4.7 M18 12 4.51 94.8 0.002 10 1 0.013 0.0171 0.31 0.31 0.13 0.0171 0.9807 1.7 15.6 15.6 FALSE 4.83M20+M19 M20 12.2 4.86 M19 12.1 4.7 78 0.002 10 1 0.013 0.0171 0.32 0.32 0.13 0.0171 0.9925 1.7 15.5 15.5 FALSE 4.99M21+M20 M21 12.3 5.45 M20 12.2 4.86 296.6 0.002 10 1 0.013 0.0171 0.31 0.31 0.13 0.0171 0.9772 1.7 15.8 15.8 FALSE 5.58M22+M21 M22 12.3 5.54 M21 12.3 5.45 43.3 0.002 10 1 0.013 0.0171 0.33 0.33 0.13 0.0171 0.9992 1.7 15.1 15.1 FALSE 5.67M23+M24 M23 7.5 4.92 M24 7.4 4.53 195 0.002 8 1 0.013 0.2800 1.45 1.45 0.36 0.2800 0.5404 51.8 54.1 54.1 FALSE 5.30M24+M25 M24 7.4 4.56 M25 7.3 4.04 260 0.002 8 1 0.013 0.2800 1.44 1.44 0.36 0.2800 0.5404 51.8 54.6 54.6 FALSE 4.93M25+M26 M25 7.3 4.04 M26 7.3 3.5 270 0.002 8 1 0.013 0.2800 1.43 1.43 0.36 0.2800 0.5404 51.8 54.7 54.7 FALSE 4.41M26+M27 M26 7.3 3.5 M27 7.2 3.25 124.9 0.002 8 1 0.013 0.2800 1.52 1.52 0.35 0.2800 0.5406 51.8 52.3 52.3 FALSE 3.86M27+M29 M27 7.2 3.25 M29 7.1 3.18 35.2 0.002 8 1 0.013 0.2815 1.78 1.78 0.31 0.2815 0.5385 52.3 46.2 46.2 FALSE 3.58M28+N11 M28 7.3 0.37 N11 7.2 -0.1 236.4 0.002 8 1 0.013 0.0109 0.78 0.78 0.04 0.0111 0.5388 2.0 6.7 6.8 FALSE 0.44M29+M31 M29 7.1 3.18 M31 7 2.52 328.8 0.002 8 1 0.01 0.2802 1.71 1.71 0.32 0.2802 0.7038 39.8 47.5 47.5 FALSE 3.50M30+N29 M30 7.3 0.64 N29 7.2 0.13 255.2 0.002 8 1 0.013 0.0109 0.74 0.84 0.06 0.0127 0.5402 2.0 8.7 8.4 FALSE 0.71M31+M3 M31 7 2.52 M3 6.98 1.33 357.1 0.003 8 1 0.013 0.5704 2.12 2.12 0.48 0.5704 0.6975 81.8 71.9 71.9 FALSE 3.01M32+M33 M32 7.3 2.88 M33 7.3 2.49 195 0.002 8 1 0.013 0.2149 1.32 1.32 0.32 0.2151 0.5403 39.8 47.4 47.4 FALSE 3.20M33+M34 M33 7.3 2.49 M34 7.2 1.91 257.5 0.002 8 1 0.013 0.2149 1.36 1.36 0.31 0.2150 0.5735 37.5 46.2 46.2 FALSE 2.80M34+N22 M34 7.2 1.91 N22 7.1 1.4 283.5 0.002 8 1 0.013 0.2272 1.28 1.28 0.34 0.2272 0.5125 44.3 50.6 50.6 FALSE 2.25M35+M34 M35 7.2 2.16 M34 7.2 1.91 124.1 0.002 8 1 0.013 0.0123 0.12 0.75 0.22 0.0124 0.5423 2.3 32.6 9.3 FALSE 2.25M36+M37 M36 7.3 3.24 M37 7.4 2.73 256.7 0.002 8 1 0.013 0.3677 1.57 1.57 0.42 0.3677 0.5386 68.3 63.7 63.7 FALSE 3.67M37+N24 M37 7.4 2.73 N24 7.3 2.21 259.3 0.002 8 1 0.013 0.3677 1.57 1.57 0.42 0.3677 0.5411 67.9 63.5 63.5 FALSE 3.16M38+M39 M38 19.58 12.03 M39 18.79 11.24 157.5 0.005 8 1 0.013 0.2463 1.93 1.96 0.26 0.2498 0.8558 28.8 39.4 39.3 FALSE 12.32M39+M43 M39 18.79 11.24 M43 17.59 10.04 240.5 0.005 8 1 0.013 0.2463 1.94 2.11 0.26 0.2666 0.8535 28.9 39.2 39.0 FALSE 11.51M40+M5 M40 13.27 5.72 M5 11.95 4.4 263 0.005 8 1 0.013 0.2465 1.92 1.92 0.26 0.2465 0.8561 28.8 39.6 39.6 FALSE 5.99M41+M13 M41 16.89 9.34 M13 16.33 8.78 111 0.005 8 1 0.013 0.2463 1.93 1.92 0.26 0.2466 0.8583 28.7 39.4 39.5 FALSE 9.61M42+M41 M42 17.07 9.82 M41 16.89 9.34 37.3 0.013 8 1 0.013 0.2463 2.70 2.70 0.20 0.2463 1.3699 18.0 30.7 30.7 FALSE 10.03M43+M42 M43 17.59 10.04 M42 17.07 9.82 103.8 0.002 8 1 0.013 0.2463 1.48 1.55 0.32 0.2556 0.5563 44.3 48.1 47.8 FALSE 10.38M44+I15 M44 5.62 0.12 I15 5.32 -0.53 61.7 0.011 12 1 0.013 0.5701 3.16 3.16 0.28 0.5701 3.6568 15.6 28.0 28.0 FALSE 0.40M45+M6 M45 12.36 6.35 M6 12.3 6.22 63.5 0.002 16 1 0.01 0.1751 1.41 1.41 0.19 0.1754 4.5115 3.9 14.4 14.4 FALSE 6.55M46+M22 M46 12.8 6.12 M22 12.3 5.54 290.6 0.002 10 1 0.013 0.0171 0.31 0.31 0.13 0.0171 0.9788 1.7 15.8 15.8 FALSE 6.21M46+M32 M46 12.8 6.1 M32 7.3 2.88 76 0.042 10 1 0.01 0.1581 1.81 1.81 0.10 0.1589 5.8625 2.7 12.4 12.3 FALSE 6.21METERING STATION+T2 METERING STATION 0 -14.66 T2 3.04 -14.76 444.9 0 24 1 0.013 8.9898 3.05 3.05 1.78 8.9898 3.3913 265.1 88.9 88.9 TRUE -12.59N1+K41 N1 5.32 -2.08 K41 5.23 -2.2 30.8 0.004 18 1 0.01 0.6820 2.67 2.67 0.30 0.6820 8.5232 8.0 20.2 20.2 FALSE -1.77N2+N1 N2 5.71 -1.39 N1 5.32 -2.08 295.7 0.002 16 1 0.01 0.7165 2.39 2.39 0.36 0.7165 4.8180 14.9 26.7 26.7 FALSE -1.03N3+N21 N3 6 -0.64 N21 6 -0.82 88.8 0.002 16 1 0.01 0.6592 2.31 2.31 0.34 0.6592 4.4899 14.7 25.8 25.8 FALSE -0.29N4+N3 N4 6.14 0.24 N3 6 -0.64 334.7 0.003 16 1 0.01 0.6592 2.43 2.43 0.33 0.6592 5.1141 12.9 24.9 24.9 FALSE 0.58N5+N4 N5 7.28 1.13 N4 6.14 0.29 332.5 0.003 10 1 0.013 0.0643 0.81 0.81 0.17 0.0643 1.1012 5.8 20.4 20.4 FALSE 1.30N6+N5 N6 8.64 1.99 N5 7.28 1.13 332.5 0.003 10 1 0.013 0.0643 0.81 0.81 0.17 0.0643 1.1142 5.8 20.3 20.3 FALSE 2.16N7+N6 N7 9.69 2.84 N6 8.64 1.99 332.7 0.003 10 1 0.013 0.0643 0.81 0.81 0.17 0.0643 1.1074 5.8 20.4 20.4 FALSE 3.01N8+N9 N8 13.8 4.05 N9 11.48 3.68 118.7 0.003 10 1 0.013 0.0643 0.88 0.88 0.16 0.0643 1.2230 5.3 19.2 19.2 FALSE 4.21N9+N7 N9 11.48 3.68 N7 9.69 2.84 284 0.003 10 1 0.013 0.0643 0.84 0.84 0.16 0.0643 1.1916 5.4 19.7 19.7 FALSE 3.84N10+N13 N10 7.1 -0.52 N13 7 -0.88 176 0.002 8 1 0.013 0.0109 0.78 0.78 0.06 0.0109 0.5465 2.0 8.4 8.4 FALSE -0.46N11+N12 N11 7.2 -0.1 N12 7.1 -0.56 227.2 0.002 8 1 0.013 0.0218 0.77 1.14 0.09 0.0391 0.5437 4.0 13.6 13.3 FALSE 0.00N12+N13 N12 7.1 -0.56 N13 7 -0.88 157.9 0.002 8 1 0.013 0.0218 0.69 0.70 0.10 0.0231 0.5440 4.0 14.6 15.1 FALSE -0.42N13+N14 N13 7 -0.88 N14 6 -1.21 167 0.002 8 1 0.013 0.0327 0.35 0.61 0.21 0.0328 0.5371 6.1 31.3 21.1 FALSE -0.74N14+N2 N14 6 -1.21 N2 5.71 -1.39 88.4 0.002 16 1 0.01 0.7165 2.39 2.39 0.36 0.7165 4.5003 15.9 26.8 26.8 FALSE -0.84N15+N16 N15 7.3 0.75 N16 7.2 0.25 251.8 0.002 8 1 0.013 0.0123 0.72 0.96 0.06 0.0360 0.5384 2.3 9.5 8.3 FALSE 0.83N16+N17 N16 7.2 0.25 N17 7.1 -0.21 228.2 0.002 8 1 0.013 0.0123 0.81 0.63 0.05 0.0174 0.5426 2.3 7.6 1.3 FALSE 0.36N17+N20 N17 7.1 -0.27 N20 7 -0.67 197 0.002 8 1 0.013 0.0123 0.70 0.82 0.06 0.0178 0.5445 2.3 9.7 11.3 FALSE -0.18N18+N19 N18 7.2 0.29 N19 7.1 -0.22 255.9 0.002 8 1 0.013 0.0123 0.72 0.87 0.06 0.0235 0.5394 2.3 9.5 7.7 FALSE 0.36 2025 PWWF Model Results.xlsx Page 9 of 11
Freyer and Laureta, Inc.

Last printed: 5/12/2025
309
Appendix D: Table 2
Scenario 1: 2025 PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node Rim (Stop) (ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%) Depth/Rise (%)
Depth
(Maximum) / Rise
(%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
N19+N20 N19 7.1 -0.22 N20 7 -0.67 224.1 0.002 8 1 0.013 0.0123 0.83 0.82 0.05 0.0136 0.5415 2.3 8.1 7.7 FALSE -0.10N20+N21 N20 7 -0.67 N21 6 -0.82 72 0.002 8 1 0.013 0.0246 0.17 0.72 0.29 0.0322 0.5516 4.5 44.2 18.5 FALSE -0.45N21+N14 N21 6 -0.82 N14 6 -1.21 195.8 0.002 16 1 0.01 0.6838 2.25 2.25 0.36 0.6838 4.4512 15.4 27.0 27.0 FALSE -0.45N22+N23 N22 7.1 1.4 N23 7.1 0.98 212 0.002 8 1 0.013 0.2272 1.34 1.34 0.33 0.2272 0.5378 42.3 49.0 49.0 FALSE 1.73N23+N28 N23 7.1 0.98 N28 7 0.59 193.2 0.002 8 1 0.013 0.2272 1.35 1.35 0.32 0.2272 0.5430 41.9 48.6 48.6 FALSE 1.31N24+N25 N24 7.3 2.21 N25 7.3 1.98 116.3 0.002 8 1 0.013 0.3677 1.67 1.67 0.40 0.3677 0.5374 68.4 60.2 60.2 FALSE 2.63N25+N26 N25 7.3 1.98 N26 7.2 1.46 262.5 0.002 8 1 0.013 0.3677 1.56 1.56 0.43 0.3677 0.5379 68.4 63.8 63.8 FALSE 2.41N26+N27 N26 7.2 1.46 N27 7.1 0.96 247.5 0.002 8 1 0.013 0.3677 1.58 1.58 0.42 0.3677 0.5431 67.7 63.3 63.3 FALSE 1.89N27+N28 N27 7.1 0.96 N28 7 0.59 183 0.002 8 1 0.013 0.3677 1.63 1.63 0.41 0.3677 0.5433 67.7 61.7 61.7 FALSE 1.39N28+N31 N28 7 0.59 N31 6.87 0.54 21.4 0.002 6 2 0.01 0.5949 2.08 2.08 0.34 0.5949 0.7050 84.4 68.2 68.2 FALSE 0.93N29+N10 N29 7.2 0.13 N10 7.1 -0.52 325.6 0.002 8 1 0.013 0.0109 0.72 0.72 0.06 0.0109 0.5399 2.0 8.8 8.8 FALSE 0.19N30+N11 N30 7.3 0.17 N11 7.2 -0.1 134 0.002 8 1 0.013 0.0109 0.79 0.82 0.06 0.0113 0.5424 2.0 8.3 7.9 FALSE 0.24N31+N4 N31 6.87 0.54 N4 6.14 0.24 128.8 0.002 12 1 0.01 0.5949 2.35 2.35 0.36 0.5949 2.2348 26.6 35.8 35.8 FALSE 0.91O3+N8 O3 17.6 8.2 N8 13.8 4.1 205.1 0.02 8 1 0.013 0.0643 1.36 1.36 0.11 0.0643 1.7083 3.8 16.1 16.1 FALSE 8.31O4+O3 O4 15.39 9.13 O3 17.6 8.3 277.4 0.003 8 1 0.013 0.0329 1.03 0.72 0.07 0.0329 0.6609 5.0 11.0 1.6 FALSE 9.20O5+O4 O5 14.73 10.25 O4 15.39 9.13 398.6 0.003 8 1 0.013 0.0329 0.99 0.72 0.06 0.0329 0.6405 5.1 9.7 1.6 FALSE 10.34O6+O5 O6 13.82 11.05 O5 14.73 10.25 399.4 0.002 8 1 0.013 0.0329 1.03 0.72 0.07 0.0329 0.5408 6.1 10.8 1.6 FALSE 11.13O7+O6 O7 15.16 11.56 O6 13.82 11.05 426.9 0.001 8 1 0.013 0.0329 1.07 0.72 0.08 0.0329 0.4177 7.9 12.2 1.6 FALSE 11.64O8+O59 O8 16.28 12.23 O59 16.36 11.92 102.7 0.003 8 1 0.013 0.1798 1.43 1.43 0.26 0.1798 0.6639 27.1 38.9 38.9 FALSE 12.50O9+O8 O9 17.01 12.76 O8 16.28 12.23 139.7 0.004 8 1 0.013 0.1588 1.47 1.47 0.23 0.1588 0.7443 21.3 34.8 34.8 FALSE 12.99O10+O9 O10 17.95 13.1 O9 17.01 12.76 156.6 0.002 8 1 0.013 0.1588 1.21 1.21 0.27 0.1588 0.5631 28.2 40.3 40.3 FALSE 13.37O11+O10 O11 19.41 14.01 O10 17.95 13.15 259.2 0.003 8 1 0.013 0.1445 1.34 1.34 0.23 0.1445 0.6960 20.8 34.7 34.7 FALSE 14.24O12+O11 O12 19.9 14.5 O11 19.41 14.01 394.2 0.001 8 1 0.013 0.1445 0.94 0.94 0.30 0.1445 0.4260 33.9 45.2 45.2 FALSE 14.80O13+O12 O13 22.22 16.47 O12 19.9 14.5 414.6 0.005 8 1 0.013 0.1445 1.53 1.53 0.21 0.1445 0.8329 17.3 31.5 31.5 FALSE 16.68O14+O13 O14 21.75 17.35 O13 22.22 16.87 129.7 0.004 8 1 0.013 0.0279 0.88 0.69 0.10 0.0279 0.7351 3.8 14.6 1.6 FALSE 17.45O15+O14 O15 24.85 19.05 O14 21.75 17.35 307.9 0.006 8 1 0.013 0.0279 0.87 0.87 0.10 0.0279 0.8978 3.1 14.8 14.8 FALSE 19.14O16+O15 O16 28.01 22.56 O15 24.85 19.2 234.7 0.014 6 1 0.013 0.0279 1.04 1.04 0.08 0.0279 0.6714 4.2 15.9 15.9 FALSE 22.64O17+O3 O17 10.93 8.62 O3 17.6 8.3 161.2 0.002 8 1 0.013 0.0493 0.66 0.66 0.18 0.0498 0.5383 9.2 26.7 26.8 FALSE 8.80O18+O17 O18 15.83 11.93 O17 10.93 8.62 264 0.013 8 1 0.013 0.0136 0.74 0.76 0.04 0.0147 1.3530 1.0 5.3 5.5 FALSE 11.97O19+O17 O19 17.6 10.75 O17 10.93 8.62 85.9 0.025 6 1 0.013 0.0357 1.09 1.11 0.08 0.0363 0.8837 4.0 16.6 17.0 FALSE 10.84O20+O19 O20 17 10.98 O19 17.6 10.75 115.6 0.002 6 1 0.013 0.0057 0.68 0.56 0.03 0.0057 0.2503 2.3 6.2 1.3 FALSE 11.02O21+O19 O21 20.09 12.64 O19 17.6 10.75 393.6 0.005 6 1 0.013 0.0300 0.92 0.92 0.11 0.0307 0.3888 7.7 22.2 22.5 FALSE 12.76O22+O21 O22 20 13.27 O21 20.09 12.64 318.2 0.002 6 1 0.013 0.0300 0.64 0.64 0.14 0.0315 0.2497 12.0 28.8 29.9 FALSE 13.42O23+O22 O23 21.65 15.65 O22 20 13.27 469.8 0.005 6 1 0.013 0.0301 0.89 0.78 0.11 0.0319 0.3993 7.5 22.8 26.2 FALSE 15.78O24+O23 O24 21.18 15.84 O23 21.65 15.65 96.7 0.002 6 1 0.013 0.0300 0.67 0.70 0.14 0.0334 0.2488 12.1 27.8 29.1 FALSE 16.00O25+O7 O25 16.12 12.07 O7 15.16 11.61 177.4 0.003 6 1 0.013 0.0329 0.73 0.73 0.14 0.0329 0.2857 11.5 28.1 28.1 FALSE 12.22O26+O25 O26 18.86 13.26 O25 16.12 12.12 332.8 0.003 6 1 0.013 0.0131 0.80 0.80 0.07 0.0131 0.3284 4.0 13.8 13.8 FALSE 13.32O27+O26 O27 19.94 13.44 O26 18.86 13.31 65.4 0.002 6 1 0.013 0.0066 0.68 0.68 0.03 0.0066 0.2501 2.6 6.0 6.0 FALSE 13.48O28+O26 O28 19 14.28 O26 18.86 13.41 434.3 0.002 6 1 0.013 0.0065 0.70 0.70 0.03 0.0065 0.2511 2.6 6.8 6.8 FALSE 14.32O29+O28 O29 23 19.53 O28 19 14.28 174 0.03 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.9746 0.0 0.0 0.0 FALSE 19.53O29+O30 O29 23 19.53 O30 22.78 19.08 226 0.002 6 1 0.013 0.0000 0.00 0.00 0.04 0.0000 0.2504 0.0 7.4 0.0 FALSE 19.59O30+O35 O30 22.78 17.63 O35 21.74 16.44 175.9 0.007 6 1 0.013 0.0492 0.99 1.01 0.05 0.0492 0.4615 10.7 9.8 10.7 FALSE 17.74O31+O30 O31 23 18.76 O30 22.78 18.58 89.5 0.002 6 1 0.013 0.0164 0.80 0.79 0.08 0.0190 0.2516 6.5 16.1 18.0 FALSE 18.91O32+O31 O32 24 19.18 O31 23 18.76 210.5 0.002 6 1 0.013 0.0164 0.83 0.67 0.08 0.0181 0.2506 6.5 15.6 3.3 FALSE 19.33O33+O32 O33 25 19.71 O32 24 19.18 262.5 0.002 6 1 0.013 0.0164 0.76 0.92 0.08 0.0170 0.2521 6.5 16.7 15.0 FALSE 19.80O34+O10 O34 23.33 14.69 O10 17.95 13.35 267.7 0.005 6 1 0.013 0.0492 1.09 0.81 0.07 0.0492 0.3970 12.4 13.9 2.5 FALSE 14.80O35+O34 O35 21.74 16.44 O34 23.33 14.69 316.4 0.006 6 1 0.013 0.0492 1.08 0.81 0.07 0.0492 0.4173 11.8 13.5 2.5 FALSE 16.53O36+O30 O36 24.12 18.01 O30 22.78 17.68 164.4 0.002 6 1 0.013 0.0164 0.78 0.78 0.08 0.0164 0.2514 6.5 16.3 16.3 FALSE 18.10O37+O25 O37 16.63 12.23 O25 16.12 12.07 80.9 0.002 6 1 0.013 0.0198 0.71 0.71 0.10 0.0198 0.2495 7.9 19.9 19.9 FALSE 12.33O38+O37 O38 17.23 12.46 O37 16.63 12.23 117.5 0.002 6 1 0.013 0.0066 0.71 0.71 0.04 0.0067 0.2482 2.7 7.1 7.0 FALSE 12.50O39+O37 O39 16.48 12.31 O37 16.63 12.23 40.8 0.002 6 1 0.013 0.0132 0.89 0.89 0.06 0.0132 0.2486 5.3 12.8 12.8 FALSE 12.38O40+O39 O40 16.65 12.38 O39 16.48 12.31 37.3 0.002 6 1 0.013 0.0066 0.28 0.28 0.09 0.0066 0.2431 2.7 17.7 17.7 FALSE 12.43O41+O40 O41 16.5 12.47 O40 16.65 12.38 44.5 0.002 6 1 0.013 0.0066 0.64 0.64 0.02 0.0066 0.2523 2.6 4.2 4.2 FALSE 12.51O42+O39 O42 16.78 12.41 O39 16.48 12.31 47.6 0.002 6 1 0.013 0.0066 0.65 0.65 0.02 0.0066 0.2572 2.6 4.8 4.8 FALSE 12.45O43+O42 O43 17.92 13.6 O42 16.78 12.41 181.9 0.007 6 1 0.013 0.0066 0.65 0.65 0.02 0.0067 0.4538 1.5 4.5 4.8 FALSE 13.63O44+O43 O44 18.13 13.78 O43 17.92 13.64 69.2 0.002 6 1 0.013 0.0066 0.69 0.69 0.03 0.0066 0.2524 2.6 6.3 6.3 FALSE 13.82O45+O8 O45 17.06 12.55 O8 16.28 12.23 65.8 0.005 6 1 0.013 0.0210 0.69 0.98 0.11 0.0210 0.3912 5.4 21.2 16.6 FALSE 12.64O46+O45 O46 18 13.61 O45 17.06 12.55 212.5 0.005 6 1 0.013 0.0070 0.75 0.75 0.04 0.0070 0.3963 1.8 8.5 8.5 FALSE 13.65O47+O45 O47 16.84 12.91 O45 17.06 12.55 71.5 0.005 6 1 0.013 0.0140 0.85 0.85 0.06 0.0140 0.3981 3.5 11.3 11.3 FALSE 12.97O48+O47 O48 17.43 13.52 O47 16.84 12.91 122 0.005 6 1 0.013 0.0070 0.69 0.69 0.03 0.0070 0.3968 1.8 6.3 6.3 FALSE 13.55O49+O47 O49 17.41 13.27 O47 16.84 12.91 72.6 0.005 6 1 0.013 0.0070 0.68 0.68 0.03 0.0070 0.3952 1.8 5.9 5.9 FALSE 13.30O50+O49 O50 17.95 14.13 O49 17.41 13.27 172.1 0.005 6 1 0.013 0.0070 0.63 0.63 0.02 0.0070 0.3967 1.8 3.9 3.9 FALSE 14.16O51+O13 O51 24.5 18.4 O13 22.22 16.57 467.6 0.004 6 1 0.013 0.1166 1.32 1.32 0.23 0.1166 0.3510 33.2 45.9 45.9 FALSE 18.63O52+O51 O52 26.81 19.11 O51 24.5 18.4 213.3 0.003 6 1 0.013 0.0772 1.04 1.04 0.20 0.0772 0.3237 23.8 40.3 40.3 FALSE 19.32O53+O52 O53 27 19.48 O52 26.81 19.11 188.5 0.002 6 1 0.013 0.0100 0.81 0.84 0.05 0.0150 0.2486 4.0 10.5 10.5 FALSE 19.54O54+O52 O54 31.19 20.39 O52 26.81 19.11 380.1 0.003 6 1 0.013 0.0672 0.97 0.97 0.19 0.0672 0.3256 20.6 38.4 38.4 FALSE 20.58 2025 PWWF Model Results.xlsx Page 10 of 11
Freyer and Laureta, Inc.

Last printed: 5/12/2025
310
Appendix D: Table 2
Scenario 1: 2025 PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node Rim (Stop) (ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%) Depth/Rise (%)
Depth
(Maximum) / Rise
(%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
O55+O54 O55 28.75 20.95 O54 31.19 20.44 399.4 0.001 6 1 0.013 0.0672 0.68 0.68 0.25 0.0672 0.2005 33.5 50.4 50.4 FALSE 21.20O56+O55 O56 27.04 22.24 O55 28.75 20.95 376.5 0.003 6 1 0.013 0.0672 0.97 0.99 0.19 0.0681 0.3284 20.5 38.2 38.1 FALSE 22.45O57+O51 O57 25.61 19.76 O51 24.5 18.4 365.2 0.004 6 1 0.013 0.0394 0.78 0.78 0.15 0.0394 0.3424 11.5 30.3 30.3 FALSE 19.92O58+O57 O58 26.81 20.57 O57 25.61 19.76 403.4 0.002 6 1 0.013 0.0394 0.61 0.62 0.18 0.0396 0.2514 15.7 36.4 36.2 FALSE 20.76O59+O60 O59 16.36 11.92 O60 15.68 9.18 24.1 0.114 12 1 0.013 0.1628 1.75 1.75 0.09 0.1628 12.0125 1.4 8.8 8.8 FALSE 12.06O59+O7 O59 16.36 11.92 O7 15.16 11.56 182.3 0.002 8 1 0.013 0.0000 0.00 0.00 0.13 0.0000 0.5370 0.0 19.2 0.0 FALSE 12.06O60+O61 O60 15.68 9.18 O61 14.55 7.85 199 0.007 14 1 0.013 0.5041 2.61 2.61 0.28 0.5041 4.3937 11.5 23.6 23.6 FALSE 9.49O61+M8 O61 14.55 7.85 M8 14.41 7.81 11.8 0.003 16 1 0.01 0.5041 2.39 2.39 0.28 0.5041 5.8139 8.7 20.8 20.8 FALSE 8.13O62+O18 O62 17.08 13.18 O18 15.83 11.93 249 0.005 6 1 0.013 0.0136 0.89 0.82 0.07 0.0198 0.3975 3.4 13.1 8.8 FALSE 13.24O63+O62 O63 17.27 13.37 O62 17.08 13.18 38 0.005 6 1 0.013 0.0136 0.85 0.84 0.06 0.0136 0.3968 3.4 11.4 10.8 FALSE 13.43T1+T0 T1 4.57 -15.43 T0 #N/A -17.68 329.2 0.007 24 1 0.013 8.9898 5.87 5.87 0.98 8.9898 18.7022 48.1 49.0 49.0 FALSE -14.44T2+T1 T2 3.04 -14.76 T1 4.57 -15.43 505.8 0.001 24 1 0.013 8.9898 3.62 3.62 1.47 8.9898 8.2329 109.2 73.6 73.6 FALSE -13.15T3+METERING STATION T3 2.52 -14.63 METERING STATION 0 -14.66 55 0.001 24 1 0.013 8.9898 2.86 2.86 2.00 8.9898 5.2820 170.2 100.0 100.0 TRUE -12.56T4+T3 T4 1.41 -12.09 T3 2.52 -14.63 474.9 0.005 24 1 0.013 8.9898 5.17 5.17 1.08 8.9899 16.5440 54.3 54.2 54.2 TRUE -11.03T5+T4 T5 0.16 -11.76 T4 1.41 -11.99 352.3 0.001 24 1 0.013 8.9898 3.50 3.50 1.52 8.9899 5.7802 155.5 76.1 76.1 FALSE -10.07T6+T5 T6 0.17 -11.38 T5 0.16 -11.66 359.1 0.001 24 1 0.013 8.9897 3.25 3.25 1.65 8.9898 6.3165 142.3 82.3 82.3 FALSE -9.61T7+T6 T7 -0.07 -10.42 T6 0.17 -11.38 503.8 0.002 24 1 0.013 8.9897 3.46 3.46 1.54 8.9899 9.8749 91.0 77.0 77.0 FALSE -8.90T8+T7 T8 0.14 -10.08 T7 -0.07 -10.32 501.9 0 24 1 0.013 8.9898 3.20 3.20 1.67 8.9900 4.9469 181.7 83.6 83.6 FALSE -8.15T9+T8 T9 0.14 -9.67 T8 0.14 -9.98 497.7 0.001 24 1 0.013 8.9900 2.95 2.95 1.86 8.9894 5.6455 159.2 93.1 93.1 TRUE -7.59T10+T9 T10 0.07 -9.12 T9 0.14 -9.57 446.9 0.001 24 1 0.013 8.9904 2.93 2.93 1.88 8.9892 7.1784 125.2 94.2 94.1 FALSE -7.14T11+T10 T11 -0.24 -8.44 T10 0.07 -9.02 325.8 0.002 24 1 0.013 8.9913 3.25 3.25 1.65 8.9890 9.5439 94.2 82.4 82.4 FALSE -6.82T12+T11 T12 0.55 -8.25 T11 -0.24 -8.49 482.2 0 24 1 0.013 8.9922 3.01 3.01 1.80 8.9897 5.0468 178.2 90.2 90.2 TRUE -6.24T16+T33 T16 2.25 -6.5 T33 2.25 -6.55 66.2 0.001 17.8 1 0.01 1.8507 1.48 1.48 1.01 1.8528 3.6203 51.1 68.4 68.4 TRUE -3.90T17+T34 T17 0.96 -5.84 T34 1.75 -6.3 407.1 0.001 21 1 0.013 7.1443 3.46 3.46 1.40 7.1443 5.3261 134.1 80.2 80.2 TRUE -3.90T18+T17 T18 1.12 -5.23 T17 0.96 -5.79 540.4 0.001 21 1 0.013 7.1441 3.06 3.06 1.63 7.1441 5.1005 140.1 93.1 93.1 TRUE -3.35T19+T36 T19 2.23 -4.72 T36 2.125 -4.74 6.3 0.003 21 1 0.013 4.8577 2.02 2.02 1.75 4.8585 8.9021 54.6 100.0 100.0 TRUE -2.46T20+T19 T20 2.72 -4.06 T19 2.23 -4.62 331.9 0.002 18 1 0.013 2.2850 1.29 1.29 1.50 2.2850 4.3143 53.0 100.0 100.0 TRUE -2.44T21+T20 T21 3.07 -3.99 T20 2.72 -4.06 338.4 0 21 1 0.013 2.2562 0.98 0.98 1.59 2.2562 2.2788 99.0 90.9 90.9 FALSE -2.43T22+T37 T22 2.81 -3.24 T37 3 -3.63 191.4 0.002 21 1 0.01 2.1789 1.50 1.50 1.02 2.1789 9.2972 23.4 58.3 58.3 FALSE -2.41T23+T22 T23 6.87 -3.03 T22 2.81 -3.24 373 0.001 18 1 0.013 2.1789 2.06 2.06 0.87 2.1789 2.4921 87.4 57.8 57.8 FALSE -2.08T24+T23 T24 3.66 -2.69 T23 6.87 -2.93 316.7 0.001 18 1 0.013 2.0425 2.03 2.03 0.83 2.0424 2.8914 70.6 55.5 55.5 FALSE -1.81T25+T24 T25 3.95 -2.59 T24 3.66 -2.62 282.2 0 18 1 0.013 2.0425 1.84 1.84 0.90 2.0424 1.0830 188.6 60.2 60.2 FALSE -1.60T26+T25 T26 7.03 -2.32 T25 3.95 -2.52 305.6 0.001 18 1 0.013 1.8548 1.80 1.80 0.85 1.8548 2.6873 69.0 56.6 56.6 FALSE -1.44T27+T26 T27 7.85 -2.05 T26 7.03 -2.22 355.8 0 18 1 0.013 1.8548 1.83 1.83 0.84 1.8548 2.2958 80.8 55.7 55.7 FALSE -1.16T28+T27 T28 8.67 -1.93 T27 7.85 -1.95 162.1 0 18 1 0.013 1.8548 1.97 1.97 0.79 1.8548 1.1667 159.0 52.6 52.6 FALSE -1.07T29+T28 T29 4.98 -1.62 T28 8.67 -1.93 233.8 0.001 18 1 0.013 1.8548 2.12 2.12 0.74 1.8548 3.8245 48.5 49.7 49.7 FALSE -0.87T30+T12 T30 0.25 -7.24 T12 0.55 -8.25 285.1 0.004 24 1 0.01 8.9921 3.73 3.73 1.44 8.9922 17.5030 51.4 71.8 71.8 TRUE -6.07T31+T30 T31 2.05 -7.15 T30 0.25 -7.24 350.8 0 24.2 1 0.01 8.9909 3.78 4.25 1.41 9.6219 4.8253 186.3 69.7 66.7 FALSE -5.55T32+T31 T32 1.25 -7.11 T31 2.05 -7.15 125.2 0 24.2 1 0.01 8.9931 3.39 5.06 1.56 13.8287 5.3740 167.3 77.4 79.8 FALSE -5.40T33+Transition 1 T33 2.25 -6.55 Transition 1 #N/A -24.75 157 0.116 17.8 2 0.01 8.9983 2.62 2.62 1.48 9.0058 89.7137 10.0 100.0 100.0 TRUE -3.90T34+T33 T34 1.75 -6.3 T33 2.25 -6.55 76.4 0.003 17.8 1 0.01 7.1518 5.33 5.33 1.08 7.1518 7.5365 94.9 72.7 72.7 TRUE -3.90T36+T18 T36 2.125 -4.74 T18 1.12 -5.23 493.7 0.001 21 1 0.013 7.1441 2.97 2.97 1.75 7.1441 4.9915 143.1 100.0 100.0 TRUE -2.47T37+T21 T37 3 -3.63 T21 3.07 -3.99 83.4 0.004 21 1 0.01 2.1789 1.07 1.07 1.39 2.1789 13.5420 16.1 79.2 79.2 FALSE -2.42Transition 1+Transition 2 Transition 1 #N/A -24.75 Transition 2 #N/A -24.75 143 0 17.8 2 0.01 8.9981 2.62 5.07 1.48 17.4335 0.2635 3414.9 100.0 100.0 TRUE -3.91Transition 2+Transition 3 Transition 2 #N/A -24.75 Transition 3 #N/A -15.75 99 -0.091 17.8 2 0.01 8.9971 2.61 5.00 1.48 17.1900 79.4468 11.3 100.0 100.0 TRUE -4.56Transition 3+T32 Transition 3 #N/A -15.75 T32 1.25 -7.11 117.6 -0.073 17.8 2 0.01 8.9965 2.61 4.70 1.48 16.1870 71.4274 12.6 100.0 100.0 TRUE -4.91AbbreviationsPWWF: Peak Wet Weather FlowCFS: Cubic Feet per Secondft: Feets: Secondsin: Inches 2025 PWWF Model Results.xlsx Page 11 of 11
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311
Appendix D: Table 3
Scenario 3: 2035 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
A10 Sanitary Pattern Load Fixed 0.0267
A11 Sanitary Pattern Load Fixed 0.0230
A12 Sanitary Pattern Load Fixed 0.0151
A13 Sanitary Pattern Load Fixed 0.0051
A14 Sanitary Pattern Load Fixed 0.1000
A14 Sanitary Pattern Load Fixed 0.0645
A15 Sanitary Pattern Load Fixed 0.0102
A16 Sanitary Pattern Load Fixed 0.0577
A17 Sanitary Pattern Load Fixed 0.0048
A17 Sanitary Pattern Load Fixed 0.0260
A18 Sanitary Pattern Load Fixed 0.0286
A19 Sanitary Pattern Load Fixed 0.0268
A2 Sanitary Pattern Load Fixed 0.0079
A20 Sanitary Pattern Load Fixed 0.0271
A20 Sanitary Pattern Load Fixed 0.0448
A21 Sanitary Pattern Load Fixed 0.0475
A23 Sanitary Pattern Load Fixed 0.0190
A24 Sanitary Pattern Load Fixed 0.0068
A25 Sanitary Pattern Load Fixed 0.0229
A26 Sanitary Pattern Load Fixed 0.0295
A27 Sanitary Pattern Load Fixed 0.0530
A27 Sanitary Pattern Load Fixed 0.0399
A28 Sanitary Pattern Load Fixed 0.0388
A30 Sanitary Pattern Load Fixed 0.2830
A30 Sanitary Pattern Load Fixed 0.0129
A31 Sanitary Pattern Load Fixed 0.0041
A34 Sanitary Pattern Load Fixed 0.0021
A36 Sanitary Pattern Load Fixed 0.0028
A38 Sanitary Pattern Load Fixed 0.0018
A4 Sanitary Pattern Load Fixed 0.0340
A41 Sanitary Pattern Load Fixed 0.0036
A42 Sanitary Pattern Load Fixed 0.0018
A43 Sanitary Pattern Load Fixed 0.0005
A45 Sanitary Pattern Load Fixed 0.0009
A46 Sanitary Pattern Load Fixed 0.0039
A5 Sanitary Pattern Load Fixed 0.0349
A7 Sanitary Pattern Load Fixed 0.0340
A8 Sanitary Pattern Load Fixed 0.0356
B18 Sanitary Pattern Load Fixed 0.1020
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Appendix D: Table 3
Scenario 3: 2035 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
B2 Sanitary Pattern Load Fixed 0.0129
B20 Sanitary Pattern Load Fixed 0.1020
B23 Sanitary Pattern Load Fixed 0.1020
B26 Sanitary Pattern Load Fixed 0.0666
B28 Sanitary Pattern Load Fixed 0.0666
B3 Sanitary Pattern Load Fixed 0.0490
B30 Sanitary Pattern Load Fixed 0.0330
B32 Sanitary Pattern Load Fixed 0.0330
B33 Sanitary Pattern Load Fixed 0.0330
B36 Sanitary Pattern Load Fixed 0.0527
B4 Sanitary Pattern Load Fixed 0.2612
B40 Sanitary Pattern Load Fixed 0.0752
B40 Sanitary Pattern Load Fixed 0.0360
B42 Sanitary Pattern Load Fixed 0.0360
B43 Sanitary Pattern Load Fixed 0.0360
B45 Sanitary Pattern Load Fixed 0.0343
B47 Sanitary Pattern Load Fixed 0.0097
B48 Sanitary Pattern Load Fixed 0.0328
B51 Sanitary Pattern Load Fixed 0.0260
C13 Sanitary Pattern Load Fixed 0.0472
C15 Sanitary Pattern Load Fixed 0.0572
C16 Sanitary Pattern Load Fixed 0.0100
C18 Sanitary Pattern Load Fixed 0.0572
C20 Sanitary Pattern Load Fixed 0.0330
C22 Sanitary Pattern Load Fixed 0.0330
C24 Sanitary Pattern Load Fixed 0.0283
C25 Sanitary Pattern Load Fixed 0.0283
C26 Sanitary Pattern Load Fixed 0.2000
C29 Sanitary Pattern Load Fixed 0.0195
C31 Sanitary Pattern Load Fixed 0.0195
C33 Sanitary Pattern Load Fixed 0.0195
C34 Sanitary Pattern Load Fixed 0.0095
C37 Sanitary Pattern Load Fixed 0.0458
C39 Sanitary Pattern Load Fixed 0.0458
C42 Sanitary Pattern Load Fixed 0.0458
C43 Sanitary Pattern Load Fixed 0.0132
C47 Sanitary Pattern Load Fixed 0.0911
C51 Sanitary Pattern Load Fixed 0.1755
D1 Sanitary Pattern Load Fixed 0.0842
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Appendix D: Table 3
Scenario 3: 2035 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
D17 Sanitary Pattern Load Fixed 0.1131
D17 Sanitary Pattern Load Fixed 0.2000
D22 Sanitary Pattern Load Fixed 0.1082
D28 Sanitary Pattern Load Fixed 0.1700
D31 Sanitary Pattern Load Fixed 0.0765
D32 Sanitary Pattern Load Fixed 0.0765
D39 Sanitary Pattern Load Fixed 0.0100
D40 Sanitary Pattern Load Fixed 0.0100
D42 Sanitary Pattern Load Fixed 0.0214
D44 Sanitary Pattern Load Fixed 0.1500
D5 Sanitary Pattern Load Fixed 0.0216
D50 Sanitary Pattern Load Fixed 0.3500
D55 Sanitary Pattern Load Fixed 0.1200
D61 Sanitary Pattern Load Fixed 0.1336
D62 Sanitary Pattern Load Fixed 0.0150
D66 Sanitary Pattern Load Fixed 0.1989
D68 Sanitary Pattern Load Fixed 0.0300
D69 Sanitary Pattern Load Fixed 0.0300
D70 Sanitary Pattern Load Fixed 0.1400
D71 Sanitary Pattern Load Fixed 0.1200
D73 Sanitary Pattern Load Fixed 0.0249
D74 Sanitary Pattern Load Fixed 0.0399
D74 Sanitary Pattern Load Fixed 0.0770
D8 Sanitary Pattern Load Fixed 0.0105
E1 Sanitary Pattern Load Fixed 0.0006
E20 Sanitary Pattern Load Fixed 0.0497
E21 Sanitary Pattern Load Fixed 0.0609
E22 Sanitary Pattern Load Fixed 0.0546
E23 Sanitary Pattern Load Fixed 0.0609
E25 Sanitary Pattern Load Fixed 0.0849
E26 Sanitary Pattern Load Fixed 0.0670
E28 Sanitary Pattern Load Fixed 0.0427
E30 Sanitary Pattern Load Fixed 0.0067
E30 Sanitary Pattern Load Fixed 0.0670
E32 Sanitary Pattern Load Fixed 0.0610
E33 Sanitary Pattern Load Fixed 0.0088
E34 Sanitary Pattern Load Fixed 0.0400
E35 Sanitary Pattern Load Fixed 0.0305
E37 Sanitary Pattern Load Fixed 0.0609
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Last Printed: 5/12/2025 314
Appendix D: Table 3
Scenario 3: 2035 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
E39 Sanitary Pattern Load Fixed 0.0609
E40 Sanitary Pattern Load Fixed 0.0609
E41 Sanitary Pattern Load Fixed 0.0183
E45 Sanitary Pattern Load Fixed 0.1471
E45 Sanitary Pattern Load Fixed 0.0609
E47 Sanitary Pattern Load Fixed 0.0483
E47 Sanitary Pattern Load Fixed 0.0609
E49 Sanitary Pattern Load Fixed 0.0609
F11 Sanitary Pattern Load Fixed 0.0377
F13 Sanitary Pattern Load Fixed 0.0260
F14 Sanitary Pattern Load Fixed 0.0172
F14 Sanitary Pattern Load Fixed 0.0190
F15 Sanitary Pattern Load Fixed 0.0127
F16 Sanitary Pattern Load Fixed 0.0648
F18 Sanitary Pattern Load Fixed 0.0260
F20 Sanitary Pattern Load Fixed 0.0190
F21 Sanitary Pattern Load Fixed 0.0260
F26 Sanitary Pattern Load Fixed 0.0129
F28 Sanitary Pattern Load Fixed 0.0129
F7 Sanitary Pattern Load Fixed 0.0153
F8 Sanitary Pattern Load Fixed 0.1373
G11 Sanitary Pattern Load Fixed 0.0382
G12 Sanitary Pattern Load Fixed 0.0116
G13 Sanitary Pattern Load Fixed 0.0190
G14 Sanitary Pattern Load Fixed 0.0083
G16 Sanitary Pattern Load Fixed 0.0097
G17 Sanitary Pattern Load Fixed 0.0083
G18 Sanitary Pattern Load Fixed 0.0097
G19 Sanitary Pattern Load Fixed 0.0034
G2 Sanitary Pattern Load Fixed 0.0081
G20 Sanitary Pattern Load Fixed 0.0010
G21 Sanitary Pattern Load Fixed 0.0009
G21 Sanitary Pattern Load Fixed 0.0050
G22 Sanitary Pattern Load Fixed 0.0010
G22 Sanitary Pattern Load Fixed 0.0050
G8 Sanitary Pattern Load Fixed 0.0382
H23 Sanitary Pattern Load Fixed 0.0100
H24 Sanitary Pattern Load Fixed 0.0479
H27 Sanitary Pattern Load Fixed 0.0372
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Appendix D: Table 3
Scenario 3: 2035 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
H28 Sanitary Pattern Load Fixed 0.0302
H30 Sanitary Pattern Load Fixed 0.0529
H31 Sanitary Pattern Load Fixed 0.0415
H32 Sanitary Pattern Load Fixed 0.0161
H33 Sanitary Pattern Load Fixed 0.0117
H33 Sanitary Pattern Load Fixed 0.1119
H36 Sanitary Pattern Load Fixed 0.1046
H37 Sanitary Pattern Load Fixed 0.0264
H38 Sanitary Pattern Load Fixed 0.0792
H39 Sanitary Pattern Load Fixed 0.1020
H41 Sanitary Pattern Load Fixed 0.0920
H42 Sanitary Pattern Load Fixed 0.0078
H43 Sanitary Pattern Load Fixed 0.0920
H44 Sanitary Pattern Load Fixed 0.0027
H44 Sanitary Pattern Load Fixed 0.1020
H45 Sanitary Pattern Load Fixed 0.0100
H49 Sanitary Pattern Load Fixed 0.0100
H51 Sanitary Pattern Load Fixed 0.0372
H53 Sanitary Pattern Load Fixed 0.0529
H58 Sanitary Pattern Load Fixed 0.0406
H61 Sanitary Pattern Load Fixed 0.0406
H63 Sanitary Pattern Load Fixed 0.0110
H67 Sanitary Pattern Load Fixed 0.0100
H69 Sanitary Pattern Load Fixed 0.0100
H70 Sanitary Pattern Load Fixed 0.0090
H72 Sanitary Pattern Load Fixed 0.0090
I16 Sanitary Pattern Load Fixed 0.0050
I17 Sanitary Pattern Load Fixed 0.0050
I19 Sanitary Pattern Load Fixed 0.0050
I20 Sanitary Pattern Load Fixed 0.0050
I22 Sanitary Pattern Load Fixed 0.0590
I25 Sanitary Pattern Load Fixed 0.0789
I26 Sanitary Pattern Load Fixed 0.0690
I29 Sanitary Pattern Load Fixed 0.0690
I33 Sanitary Pattern Load Fixed 0.0050
I34 Sanitary Pattern Load Fixed 0.0050
J10 Sanitary Pattern Load Fixed 0.0545
J14 Sanitary Pattern Load Fixed 0.0290
J7 Sanitary Pattern Load Fixed 0.0227
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Appendix D: Table 3
Scenario 3: 2035 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
K10 Sanitary Pattern Load Fixed 0.0100
K14 Sanitary Pattern Load Fixed 0.0205
K15 Sanitary Pattern Load Fixed 0.0100
K20 Sanitary Pattern Load Fixed 0.0205
K23 Sanitary Pattern Load Fixed 0.0050
K24 Sanitary Pattern Load Fixed 0.0050
K25 Sanitary Pattern Load Fixed 0.0160
K36 Sanitary Pattern Load Fixed 0.0595
K37 Sanitary Pattern Load Fixed 0.0595
L11 Sanitary Pattern Load Fixed 0.0160
L12 Sanitary Pattern Load Fixed 0.0536
L19 Sanitary Pattern Load Fixed 0.1600
L20 Sanitary Pattern Load Fixed 0.0058
L22 Sanitary Pattern Load Fixed 0.0255
L29 Sanitary Pattern Load Fixed 0.0790
L33 Sanitary Pattern Load Fixed 0.0790
L36 Sanitary Pattern Load Fixed 0.1100
L38 Sanitary Pattern Load Fixed 0.1200
L41 Sanitary Pattern Load Fixed 0.0050
L46 Sanitary Pattern Load Fixed 0.0128
L51 Sanitary Pattern Load Fixed 0.0077
L55 Sanitary Pattern Load Fixed 0.0425
L56 Sanitary Pattern Load Fixed 0.0510
L60 Sanitary Pattern Load Fixed 0.1028
L61 Sanitary Pattern Load Fixed 0.0340
L62 Sanitary Pattern Load Fixed 0.0140
L8 Sanitary Pattern Load Fixed 0.0340
M14 Sanitary Pattern Load Fixed 0.0200
M16 Sanitary Pattern Load Fixed 0.0100
M23 Sanitary Pattern Load Fixed 0.2800
M28 Sanitary Pattern Load Fixed 0.0109
M30 Sanitary Pattern Load Fixed 0.0109
M32 Sanitary Pattern Load Fixed 0.0765
M32 Sanitary Pattern Load Fixed 0.0123
M35 Sanitary Pattern Load Fixed 0.0123
M36 Sanitary Pattern Load Fixed 0.0287
M38 Sanitary Pattern Load Fixed 0.5832
M38 Sanitary Pattern Load Fixed 0.2463
N15 Sanitary Pattern Load Fixed 0.0123
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Appendix D: Table 3
Scenario 3: 2035 PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
N18 Sanitary Pattern Load Fixed 0.0123
N30 Sanitary Pattern Load Fixed 0.0109
N8 Sanitary Pattern Load Fixed 0.1105
O16 Sanitary Pattern Load Fixed 0.0208
O16 Sanitary Pattern Load Fixed 0.0279
O20 Sanitary Pattern Load Fixed 0.0057
O24 Sanitary Pattern Load Fixed 0.0300
O27 Sanitary Pattern Load Fixed 0.0009
O27 Sanitary Pattern Load Fixed 0.0066
O28 Sanitary Pattern Load Fixed 0.0065
O3 Sanitary Pattern Load Fixed 0.0102
O30 Sanitary Pattern Load Fixed 0.0164
O33 Sanitary Pattern Load Fixed 0.0164
O36 Sanitary Pattern Load Fixed 0.0164
O38 Sanitary Pattern Load Fixed 0.0066
O41 Sanitary Pattern Load Fixed 0.0066
O44 Sanitary Pattern Load Fixed 0.0066
O46 Sanitary Pattern Load Fixed 0.0070
O48 Sanitary Pattern Load Fixed 0.0070
O50 Sanitary Pattern Load Fixed 0.0070
O51 Sanitary Pattern Load Fixed 0.0186
O53 Sanitary Pattern Load Fixed 0.0100
O56 Sanitary Pattern Load Fixed 0.0672
O58 Sanitary Pattern Load Fixed 0.0093
O58 Sanitary Pattern Load Fixed 0.0394
O60 Sanitary Pattern Load Fixed 0.3413
O63 Sanitary Pattern Load Fixed 0.0136
T23 Sanitary Pattern Load Fixed 0.0107
T25 Sanitary Pattern Load Fixed 0.0661
Abbreviations
PWWF: Peak Wet Weather Flow
CFS: Cubic Feet per Second
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Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
A1+A2 A1 16.28 2 A2 15.82 1.92 79.9 0.001 12 1 0.013 1.9498 2.48 2.48 1.00 1.9498 1.1275 172.9 100.0 100.0 TRUE 4.15A2+A5 A2 15.82 1.82 A5 14.53 1.57 244.2 0.001 12 1 0.013 1.9917 2.54 2.54 1.00 1.9917 1.1400 174.7 100.0 100.0 TRUE 4.01A3+A2 A3 14.86 8.76 A2 15.82 2.12 287.5 0.023 6 1 0.013 0.0340 1.11 1.11 0.09 0.0340 0.8527 4.0 17.5 17.6 TRUE 8.85A4+A3 A4 14 9.48 A3 14.86 8.86 312 0.002 6 1 0.013 0.0340 0.62 0.89 0.16 0.0378 0.2501 13.6 32.1 26.8 FALSE 9.66A5+A8 A5 14.53 1.57 A8 13.85 1.53 124.3 0 15 1 0.013 2.0606 1.68 1.68 1.25 2.0606 1.1588 177.8 100.0 100.0 TRUE 3.36A6+A5 A6 13.72 7.32 A5 14.53 5.81 286.8 0.005 6 1 0.013 0.0340 0.82 0.85 0.13 0.0344 0.4071 8.4 26.3 26.0 FALSE 7.45A7+A6 A7 14 8.03 A6 13.72 7.42 306 0.002 6 1 0.013 0.0340 0.63 0.87 0.16 0.0377 0.2505 13.6 32.0 27.2 FALSE 8.21A8+A9 A8 13.85 1.43 A9 12.82 1.16 61.2 0.004 15 1 0.013 2.0962 1.71 1.71 1.25 2.0962 4.2913 48.8 100.0 100.0 TRUE 3.35A9+A10 A9 12.82 0.62 A10 11.42 0.57 181.2 0 15 1 0.013 2.0962 1.71 1.71 1.25 2.0962 1.0731 195.4 100.0 100.0 TRUE 3.34A10+A15 A10 11.42 0.47 A15 9.93 0.03 299.3 0.001 15 1 0.013 2.3306 1.90 1.90 1.25 2.3306 2.4766 94.1 100.0 100.0 TRUE 3.26A11+A10 A11 11.83 2.53 A10 11.42 1.12 417.5 0.003 6 1 0.013 0.2077 1.06 1.56 0.50 0.2078 0.3260 63.7 100.0 64.2 TRUE 3.27A12+A11 A12 9.52 4.07 A11 11.83 2.63 485.1 0.003 6 1 0.013 0.1846 1.42 1.42 0.31 0.1847 0.3057 60.4 62.7 62.7 TRUE 4.39A13+A12 A13 7.19 5.15 A12 9.52 4.07 412.1 0.003 6 1 0.013 0.1696 1.32 1.32 0.31 0.1696 0.2872 59.1 62.4 62.4 FALSE 5.46A14+A13 A14 8.06 5.91 A13 7.19 5.19 288.3 0.002 6 1 0.013 0.1645 1.28 1.35 0.31 0.1714 0.2804 58.7 62.3 61.7 FALSE 6.22A15+A16 A15 9.93 -0.03 A16 8.08 -0.17 435.1 0 15 1 0.013 2.3408 1.91 1.91 1.25 2.3408 1.1586 202.0 100.0 100.0 TRUE 2.97A16+A21 A16 8.08 -0.22 A21 7.13 -0.42 296.3 0.001 15 1 0.013 2.5782 2.10 2.10 1.25 2.5782 1.6783 153.6 100.0 100.0 TRUE 2.50A17+A31 A17 8.77 1.57 A31 8.39 1.1 235.4 0.002 6 1 0.013 0.0308 0.16 0.66 0.50 0.0311 0.2507 12.3 100.0 28.9 TRUE 2.50A18+A16 A18 7.05 1.45 A16 8.08 0.73 441.8 0.002 6 1 0.013 0.1273 0.65 0.99 0.50 0.1273 0.2265 56.2 100.0 62.5 TRUE 2.81A19+A18 A19 6.77 2.98 A18 7.05 1.45 213.5 0.007 6 1 0.013 0.0986 0.50 1.64 0.50 0.1065 0.4749 20.8 100.0 36.5 TRUE 3.20A20+A19 A20 5.62 3.73 A19 6.77 3.05 339.8 0.002 6 1 0.013 0.0719 0.82 0.82 0.23 0.0719 0.2510 28.6 45.5 45.5 FALSE 3.96A21+A23 A21 7.13 -0.52 A23 7.01 -0.8 155.1 0.002 15 1 0.013 2.6257 2.14 2.14 1.25 2.6257 2.7445 95.7 100.0 100.0 TRUE 2.12A22+A29 A22 6.99 -0.92 A29 6.36 -1.21 369.1 0.001 18 1 0.013 2.7967 1.58 1.58 1.50 2.7967 2.9441 95.0 100.0 100.0 TRUE 2.06A23+A22 A23 7.01 -0.8 A22 6.99 -0.92 13.8 0.009 15 1 0.013 2.7967 2.28 2.28 1.25 2.7967 6.0236 46.4 100.0 100.0 TRUE 2.07A24+A23 A24 7.7 1.62 A23 7.01 0.37 250.6 0.005 6 1 0.013 0.1520 0.77 1.67 0.50 0.1522 0.3962 38.4 100.0 47.1 TRUE 2.07A25+A24 A25 8.36 2.89 A24 7.7 1.62 253.1 0.005 6 1 0.013 0.1453 1.58 1.58 0.24 0.1453 0.3975 36.5 47.4 47.4 FALSE 3.13A26+A25 A26 7.42 4.06 A25 8.36 2.89 234.1 0.005 6 1 0.013 0.1224 1.51 1.51 0.22 0.1224 0.3967 30.8 43.1 43.1 FALSE 4.28A27+A26 A27 6.96 5 A26 7.42 4.06 310.9 0.003 6 1 0.013 0.0929 1.09 1.09 0.22 0.0929 0.3085 30.1 44.9 44.9 FALSE 5.26A28+A29 A28 6.24 0.21 A29 6.36 -0.25 14.8 0.031 6 1 0.013 0.3347 1.70 3.23 0.50 0.3347 0.9884 33.9 100.0 42.4 TRUE 1.92A29+T29 A29 6.36 -1.24 T29 4.98 -1.62 345.5 0.001 18 1 0.013 3.1314 1.77 1.77 1.50 3.1314 3.4837 89.9 100.0 100.0 TRUE 1.92A30+A28 A30 6.07 1.27 A28 6.24 0.32 301 0.003 6 1 0.013 0.2959 1.51 1.51 0.50 0.2959 0.3152 93.9 100.0 100.0 TRUE 1.92A31+A16 A31 8.39 1.1 A16 8.08 0.73 187.3 0.002 6 1 0.013 0.0523 0.27 0.78 0.50 0.0642 0.2494 21.0 100.0 43.4 TRUE 2.50A32+A31 A32 8.62 1.83 A31 8.39 1.1 118.6 0.006 6 1 0.01 0.0174 0.09 0.90 0.50 0.0315 0.5722 3.0 100.0 23.4 TRUE 2.50A33+A32 A33 9.45 2.67 A32 8.62 1.83 149.8 0.006 6 1 0.01 0.0136 0.14 0.98 0.25 0.0537 0.5462 2.5 50.3 8.6 TRUE 2.76A34+A33 A34 9.45 2.93 A33 9.45 2.67 55.6 0.005 6 1 0.01 0.0021 0.53 0.58 0.00 0.0044 0.4986 0.4 0.9 2.5 FALSE 2.94A35+A33 A35 10.05 3.68 A33 9.45 2.67 173.6 0.006 6 1 0.01 0.0114 0.83 0.85 0.05 0.0132 0.5563 2.1 10.8 11.3 FALSE 3.74A36+A47 A36 10.05 4.57 A47 10.36 4.36 40.9 0.005 6 1 0.01 0.0028 0.54 0.54 0.01 0.0028 0.5228 0.5 1.0 1.0 FALSE 4.59A37+A35 A37 10.51 4.46 A35 10.05 3.68 182.3 0.004 6 1 0.01 0.0086 0.74 0.74 0.04 0.0086 0.4771 1.8 7.9 7.9 FALSE 4.50A38+A37 A38 11.26 6.07 A37 10.51 5.37 109 0.006 6 1 0.01 0.0018 0.53 0.53 0.00 0.0018 0.5845 0.3 0.9 0.9 FALSE 6.07A39+A37 A39 10.5 4.77 A37 10.51 4.46 52.7 0.006 6 1 0.01 0.0068 0.67 0.67 0.03 0.0068 0.5594 1.2 5.5 5.5 FALSE 4.80A40+A39 A40 10.8 5.24 A39 10.5 4.77 80.2 0.006 6 1 0.01 0.0068 0.67 0.67 0.03 0.0068 0.5583 1.2 5.4 5.4 FALSE 5.27A41+A40 A41 11.38 5.82 A40 10.8 5.24 79.5 0.007 6 1 0.01 0.0036 0.66 0.63 0.03 0.0037 0.6231 0.6 5.8 4.3 FALSE 5.84A42+A40 A42 11.13 6.17 A40 10.8 5.49 109.2 0.006 6 1 0.01 0.0018 0.53 0.53 0.00 0.0018 0.5757 0.3 0.9 0.9 FALSE 6.18A43+A44 A43 12.15 6.64 A44 11.23 6.12 85.9 0.006 6 1 0.01 0.0005 0.47 0.47 0.00 0.0005 0.5675 0.1 0.6 0.6 FALSE 6.64A44+A40 A44 11.23 6.12 A40 10.8 5.24 146.4 0.006 6 1 0.01 0.0014 0.53 0.53 0.00 0.0014 0.5656 0.2 0.8 0.8 FALSE 6.12A45+A44 A45 11.14 6.83 A44 11.23 6.12 103.1 0.007 6 1 0.01 0.0009 0.52 0.52 0.00 0.0009 0.6052 0.1 0.7 0.7 FALSE 6.83A46+A32 A46 9.92 3.47 A32 8.62 1.83 256.9 0.006 6 1 0.01 0.0039 0.55 0.55 0.01 0.0041 0.5828 0.7 1.1 1.2 TRUE 3.48A47+A35 A47 10.36 4.36 A35 10.05 3.68 100 0.007 6 1 0.01 0.0028 0.54 0.54 0.01 0.0028 0.6014 0.5 1.0 1.0 FALSE 4.37B2+A1 B2 16 2.46 A1 16.28 2.1 180.8 0.002 12 1 0.013 1.9498 2.48 2.48 1.00 1.9498 1.5899 122.6 100.0 100.0 TRUE 4.62B3+B2 B3 18.59 2.64 B2 16 2.46 239.4 0.001 12 1 0.013 1.9026 2.42 2.42 1.00 1.9026 0.9769 194.8 100.0 100.0 TRUE 5.22B4+B3 B4 20.32 3.42 B3 18.59 2.74 464.8 0.001 12 1 0.013 1.8536 2.36 2.36 1.00 1.8536 1.3627 136.0 100.0 100.0 TRUE 6.41B5+B52 B5 18.61 4.51 B52 20.58 4.29 176.2 0.001 12 1 0.013 1.5924 2.03 2.03 1.00 1.5924 1.2589 126.5 100.0 100.0 TRUE 7.33B6+B5 B6 18.29 5.6 B5 18.61 4.56 158.4 0.007 12 1 0.013 1.5827 2.01 2.01 1.00 1.5827 2.8864 54.8 100.0 100.0 TRUE 7.55B7+B6 B7 18.66 5.76 B6 18.29 5.6 380.1 0 12 1 0.013 1.3735 1.75 1.75 1.00 1.3735 0.7309 187.9 100.0 100.0 TRUE 8.05B8+B7 B8 20.55 6.5 B7 18.66 5.81 371 0.002 12 1 0.013 1.3407 1.71 1.71 1.00 1.3407 1.5364 87.3 100.0 100.0 TRUE 8.50B9+B8 B9 18.41 7.16 B8 20.55 6.55 350.9 0.002 12 1 0.013 1.2880 1.64 1.64 1.00 1.2880 1.4854 86.7 100.0 100.0 TRUE 8.88B10+B9 B10 16.86 7.61 B9 18.41 7.16 289.7 0.002 12 1 0.013 1.1890 1.51 1.51 1.00 1.1890 1.4040 84.7 100.0 100.0 TRUE 9.12B11+B10 B11 16.46 8.71 B10 16.86 7.66 201.4 0.005 12 1 0.013 1.0558 1.38 1.38 0.94 1.0558 2.5723 41.0 93.8 93.8 TRUE 9.25B12+B11 B12 15.83 9.18 B11 16.46 8.76 277 0.002 10 1 0.013 0.9538 1.98 1.98 0.69 0.9538 0.8530 111.8 82.5 82.5 FALSE 9.93B13+B12 B13 15.33 9.53 B12 15.83 9.18 262.7 0.001 12 1 0.013 0.8518 1.67 1.67 0.62 0.8518 1.3003 65.5 61.8 61.8 FALSE 10.15B14+B13 B14 15.47 10.07 B13 15.33 9.53 253.1 0.002 12 1 0.013 0.7498 1.97 1.97 0.49 0.7499 1.6455 45.6 48.8 48.8 FALSE 10.56B15+B49 B15 20.29 12.19 B49 17.11 11.21 330.9 0.003 8 1 0.013 0.7498 2.15 2.15 0.67 0.7502 0.6575 114.0 100.0 100.0 TRUE 13.12 2035 PWWF Model Results.xlsx Page 1 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
319
Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
B16+B15 B16 20.39 13.24 B15 20.29 12.19 327.3 0.003 8 1 0.013 0.7498 2.15 2.15 0.67 0.7500 0.6844 109.6 100.0 100.0 TRUE 14.41B17+B13 B17 19.31 13.31 B13 15.33 9.73 501.1 0.007 6 1 0.013 0.1020 1.62 1.57 0.18 0.1020 0.4742 21.5 35.7 36.5 FALSE 13.50B18+B17 B18 22.26 14.3 B17 19.31 13.31 497.2 0.002 6 1 0.013 0.1020 0.97 0.97 0.26 0.1020 0.2504 40.7 52.7 52.7 FALSE 14.56B19+B12 B19 20.74 14.44 B12 15.83 9.88 499.6 0.009 6 1 0.013 0.1020 1.70 1.70 0.17 0.1020 0.5360 19.0 34.5 34.5 FALSE 14.61B20+B19 B20 23.22 19.12 B19 20.74 14.44 585 0.008 6 1 0.013 0.1020 1.62 1.62 0.18 0.1021 0.5019 20.3 35.7 35.7 FALSE 19.30B21+B11 B21 18.68 13.54 B11 16.46 9.36 399.6 0.01 6 1 0.013 0.1020 1.78 1.78 0.17 0.1020 0.5739 17.8 33.2 33.2 FALSE 13.71B22+B21 B22 24.77 18.67 B21 18.68 13.58 399.5 0.013 6 1 0.013 0.1020 1.80 1.80 0.16 0.1020 0.6333 16.1 31.6 31.6 FALSE 18.83B23+B22 B23 28 23.55 B22 24.77 18.67 380.2 0.013 6 1 0.013 0.1020 1.80 1.80 0.16 0.1020 0.6356 16.0 31.5 31.5 FALSE 23.71B24+B10 B24 22.52 15.82 B10 16.86 9.61 492.5 0.013 6 1 0.013 0.1332 2.05 2.05 0.18 0.1338 0.6300 21.1 35.3 35.3 FALSE 16.00B25+B24 B25 27.09 18.84 B24 22.52 15.82 406.2 0.007 6 1 0.013 0.1332 1.77 1.78 0.20 0.1339 0.4838 27.5 40.7 40.8 FALSE 19.06B26+B25 B26 27.62 21.62 B25 27.09 18.84 401.5 0.007 6 1 0.013 0.0666 1.24 1.24 0.16 0.0666 0.4669 14.3 31.7 31.7 FALSE 21.79B27+B25 B27 25.46 19.69 B25 27.09 18.99 318 0.002 6 1 0.013 0.0666 0.82 1.21 0.22 0.0945 0.2633 25.3 43.1 41.8 FALSE 19.92B28+B27 B28 24.83 20.93 B27 25.46 19.69 202 0.006 6 1 0.013 0.0666 1.20 1.21 0.16 0.0667 0.4397 15.1 32.5 32.5 FALSE 21.10B29+B9 B29 19.43 13.68 B9 18.41 7.61 211.2 0.029 6 1 0.013 0.0990 1.63 1.62 0.13 0.1022 0.9513 10.4 25.3 24.4 TRUE 13.82B30+B29 B30 23.55 14.31 B29 19.43 13.83 243.2 0.002 6 1 0.013 0.0330 0.66 1.39 0.15 0.0552 0.2493 13.2 30.3 25.5 FALSE 14.48B31+B29 B31 21.81 15.76 B29 19.43 13.68 256.8 0.008 6 1 0.013 0.0660 1.31 1.31 0.15 0.0660 0.5049 13.1 30.3 30.3 FALSE 15.92B32+B31 B32 26.3 16.37 B31 21.81 15.86 253.7 0.002 6 1 0.013 0.0330 0.63 0.88 0.16 0.0397 0.2515 13.1 31.1 28.1 FALSE 16.54B33+B31 B33 25.73 19.18 B31 21.81 15.76 279.8 0.012 6 1 0.013 0.0330 1.16 1.14 0.10 0.0332 0.6204 5.3 19.9 20.5 FALSE 19.28B34+B8 B34 24.69 15.24 B8 20.55 7.1 251.1 0.032 6 1 0.013 0.0527 1.27 1.27 0.10 0.0527 1.0103 5.2 20.1 20.1 TRUE 15.34B35+B34 B35 26.3 20 B34 24.69 15.24 363.8 0.013 6 1 0.013 0.0527 1.37 1.37 0.12 0.0527 0.6418 8.2 24.9 24.9 FALSE 20.13B36+B35 B36 24.45 20.41 B35 26.3 20 207 0.002 6 1 0.013 0.0527 0.70 0.94 0.20 0.0677 0.2497 21.1 40.9 39.3 FALSE 20.63B37+B6 B37 14.71 7.31 B6 18.29 6.74 262.3 0.002 6 1 0.013 0.2092 1.07 1.31 0.50 0.2092 0.2615 80.0 100.0 75.6 TRUE 8.00B38+B50 B38 12.43 7.93 B50 13.27 7.77 38.9 0.004 6 1 0.013 0.1472 1.10 1.43 0.32 0.1472 0.3599 40.9 64.4 51.8 FALSE 8.20B39+B38 B39 13 8.56 B38 12.43 8.03 265.5 0.002 6 1 0.013 0.1112 1.01 1.01 0.27 0.1112 0.2507 44.4 54.8 54.8 FALSE 8.84B40+B39 B40 13 9.17 B39 13 8.56 306.1 0.002 6 1 0.013 0.1112 1.01 1.04 0.27 0.1134 0.2505 44.4 54.8 54.2 FALSE 9.45B41+B38 B41 11.68 8.37 B38 12.43 8.03 170 0.002 8 1 0.013 0.0360 0.61 0.70 0.15 0.0407 0.5404 6.7 22.5 22.3 FALSE 8.54B42+B41 B42 11.68 8.7 B41 11.68 8.37 166.3 0.002 6 1 0.013 0.0360 0.62 0.62 0.17 0.0360 0.2499 14.4 33.8 33.8 FALSE 8.89B43+B37 B43 15.97 8.74 B37 14.71 8.01 363.4 0.002 6 1 0.013 0.0360 0.62 0.84 0.17 0.0402 0.2515 14.3 33.6 29.2 FALSE 8.93B44+B2 B44 15.76 9.16 B2 16 2.46 296.4 0.023 6 1 0.013 0.0343 1.11 1.04 0.09 0.0416 0.8436 4.1 17.7 13.4 TRUE 9.25B45+B44 B45 14.05 9.86 B44 15.76 9.26 301 0.002 6 1 0.013 0.0343 0.62 0.62 0.16 0.0343 0.2505 13.7 32.3 32.3 FALSE 10.04B46+B5 B46 19 13.75 B5 18.61 12.56 16.9 0.07 6 1 0.013 0.0097 0.63 0.63 0.02 0.0098 1.4875 0.7 3.1 3.1 FALSE 13.77B47+B46 B47 20.58 14.06 B46 19 13.75 157.8 0.002 6 1 0.013 0.0097 0.80 0.80 0.05 0.0098 0.2486 3.9 10.0 10.0 FALSE 14.12B48+B7 B48 22.9 7.11 B7 18.66 6.21 450.2 0.002 6 1 0.013 0.0328 0.17 0.63 0.50 0.0328 0.2509 13.1 100.0 31.0 TRUE 8.06B49+B14 B49 17.11 11.16 B14 15.47 10.07 327.7 0.003 8 1 0.013 0.7498 2.24 2.24 0.61 0.7499 0.6969 107.6 91.7 91.7 TRUE 11.87B50+B37 B50 13.27 7.77 B37 14.71 7.31 204.7 0.002 6 1 0.013 0.1732 0.88 1.26 0.50 0.1732 0.2659 65.1 99.3 66.1 TRUE 8.17B51+B50 B51 14.15 9.95 B50 13.27 7.97 281.7 0.007 6 1 0.013 0.0260 0.91 1.03 0.06 0.0317 0.4704 5.5 11.2 15.0 FALSE 10.04B52+B4 B52 20.58 4.29 B4 20.32 3.57 359.8 0.002 12 1 0.013 1.5924 2.03 2.03 1.00 1.5924 1.5936 99.9 100.0 100.0 TRUE 7.06C1+B16 C1 23.15 14.77 B16 20.39 13.24 401.9 0.004 8 1 0.013 0.7498 2.15 2.15 0.67 0.7500 0.7455 100.6 100.0 100.0 TRUE 16.01C2+C1 C2 21.54 15.19 C1 23.15 14.77 204.3 0.002 8 1 0.013 0.5783 1.66 1.66 0.67 0.5784 0.5479 105.5 100.0 100.0 TRUE 16.45C3+C2 C3 22.97 17.37 C2 21.54 15.24 397.8 0.005 6 1 0.013 0.5066 2.58 2.58 0.50 0.5066 0.4106 123.4 100.0 100.0 TRUE 20.08C4+C3 C4 25.03 19.53 C3 22.97 17.42 436 0.005 6 1 0.013 0.4500 2.29 2.29 0.50 0.4500 0.3903 115.3 100.0 100.0 TRUE 23.25C5+C4 C5 25.49 20.95 C4 25.03 19.53 327.7 0.004 6 1 0.013 0.4500 2.29 2.29 0.50 0.4500 0.3693 121.9 100.0 100.0 TRUE 25.62C6+C5 C6 25.82 21.42 C5 25.49 20.99 87.5 0.005 6 1 0.013 0.3821 1.95 1.95 0.50 0.3821 0.3934 97.1 100.0 100.0 TRUE 26.02C7+C6 C7 34.43 23.65 C6 25.82 21.42 447.8 0.005 6 1 0.013 0.3822 1.95 1.95 0.50 0.3821 0.3960 96.5 100.0 100.0 TRUE 28.41C8+C7 C8 29.93 24.33 C7 34.43 23.65 400.9 0.002 6 1 0.013 0.2797 1.42 1.42 0.50 0.2797 0.2311 121.0 100.0 100.0 TRUE 29.57C9+C8 C9 30 24.55 C8 29.93 24.38 84.1 0.002 6 1 0.013 0.2665 1.36 1.36 0.50 0.2665 0.2522 105.6 100.0 100.0 TRUE 29.72C10+C9 C10 31.71 25.71 C9 30 24.55 300.8 0.004 6 1 0.013 0.2665 1.36 1.36 0.50 0.2665 0.3484 76.5 100.0 100.0 TRUE 30.50C11+C10 C11 41.2 28.9 C10 31.71 25.76 508 0.006 6 1 0.013 0.1754 0.89 1.92 0.50 0.1760 0.4411 39.8 100.0 47.4 TRUE 31.11C12+C1 C12 23.43 14.9 C1 23.15 14.77 264.8 0 6 1 0.01 0.1715 0.87 0.87 0.50 0.1716 0.1616 106.2 100.0 100.0 TRUE 16.18C13+C12 C13 23 15.99 C12 23.43 15.03 480.7 0.002 6 1 0.013 0.0472 0.24 0.24 0.50 0.0472 0.2507 18.8 100.0 100.0 TRUE 16.24C14+C12 C14 24.3 15.8 C12 23.43 14.9 282.1 0.003 6 1 0.01 0.1244 0.63 0.63 0.50 0.1244 0.4120 30.2 100.0 100.0 TRUE 16.21C15+C14 C15 22.5 18.05 C14 24.3 16.1 565.3 0.003 6 1 0.013 0.0572 0.89 0.89 0.18 0.0572 0.3295 17.4 36.1 36.1 FALSE 18.25C16+C14 C16 26.5 17.4 C14 24.3 15.8 272.9 0.006 6 1 0.01 0.0672 1.41 1.51 0.11 0.0672 0.5585 12.0 22.8 27.1 FALSE 17.55C17+C16 C17 27.07 19.62 C16 26.5 17.4 332.8 0.007 6 1 0.013 0.0572 1.13 1.46 0.15 0.0661 0.4582 12.5 30.4 28.0 FALSE 19.78C18+C17 C18 28 20.36 C17 27.07 19.62 369.6 0.002 6 1 0.013 0.0572 0.73 0.73 0.21 0.0572 0.2510 22.8 41.9 41.9 FALSE 20.58C19+C2 C19 21.59 15.49 C2 21.54 15.24 264.1 0.001 6 1 0.013 0.0716 0.36 0.39 0.50 0.0769 0.1726 41.5 100.0 100.0 TRUE 16.49C20+C19 C20 23.19 17.64 C19 21.59 15.54 198.5 0.011 6 1 0.013 0.0330 1.16 1.16 0.10 0.0330 0.5771 5.7 20.2 20.2 TRUE 17.74C21+C19 C21 23.94 17.74 C19 21.59 15.54 284.2 0.008 6 1 0.013 0.0330 0.52 0.72 0.18 0.0331 0.4937 6.7 35.7 2.2 TRUE 17.90C22+C21 C22 24.43 18.08 C21 23.94 17.79 91.8 0.003 6 1 0.013 0.0330 0.75 0.75 0.14 0.0330 0.3154 10.5 27.5 27.5 FALSE 18.24C23+C3 C23 23.27 18.07 C3 22.97 17.42 400.5 0.002 6 1 0.013 0.0566 0.29 0.85 0.50 0.0566 0.2260 25.0 100.0 2.6 TRUE 20.13C24+C23 C24 25.53 18.72 C23 23.27 18.42 151.2 0.002 6 1 0.013 0.0283 0.14 0.66 0.50 0.0283 0.2500 11.3 100.0 27.1 TRUE 20.13 2035 PWWF Model Results.xlsx Page 2 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
320
Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
C25+C23 C25 25.08 19.73 C23 23.27 18.17 303.1 0.005 6 1 0.013 0.0283 0.14 0.61 0.50 0.0284 0.4025 7.0 100.0 28.5 TRUE 20.13C26+D9 C26 29.07 24.47 D9 27.55 21.3 435.8 0.007 6 1 0.013 0.2000 2.06 2.21 0.25 0.2111 0.4785 41.8 49.5 49.0 FALSE 24.72C27+C5 C27 25 21.41 C5 25.49 20.97 221.6 0.002 6 1 0.013 0.0680 0.35 0.81 0.50 0.0706 0.2500 27.2 100.0 45.4 TRUE 25.65C28+C27 C28 27.89 23.34 C27 25 21.41 43 0.045 6 1 0.013 0.0195 0.10 0.79 0.50 0.0198 1.1891 1.6 100.0 7.7 TRUE 25.65C29+C28 C29 32.14 23.94 C28 27.89 23.34 298.4 0.002 6 1 0.013 0.0195 0.10 1.03 0.50 0.0250 0.2516 7.8 100.0 16.3 TRUE 25.65C30+C27 C30 28.53 23.63 C27 25 21.41 162.9 0.014 6 1 0.013 0.0485 0.25 1.34 0.50 0.0486 0.6551 7.4 100.0 24.0 TRUE 25.65C31+C30 C31 29.09 23.76 C30 28.53 23.63 67.1 0.002 6 1 0.013 0.0195 0.10 0.10 0.50 0.0195 0.2469 7.9 100.0 100.0 TRUE 25.65C32+C30 C32 30.12 24.36 C30 28.53 23.63 146.7 0.005 6 1 0.013 0.0290 0.15 1.16 0.50 0.0387 0.3958 7.3 100.0 18.7 TRUE 25.65C33+C32 C33 31.26 24.53 C32 30.12 24.39 70.7 0.002 6 1 0.013 0.0195 0.10 0.82 0.50 0.0195 0.2497 7.8 100.0 17.8 TRUE 25.65C34+C32 C34 30 24.5 C32 30.12 24.39 56.9 0.002 6 1 0.013 0.0095 0.05 0.81 0.50 0.0100 0.2468 3.8 100.0 10.5 TRUE 25.65C35+C7 C35 31.98 25.2 C7 34.43 23.65 403.4 0.004 6 1 0.013 0.1025 0.52 1.25 0.50 0.1026 0.3478 29.5 100.0 43.5 TRUE 28.41C36+C35 C36 32.58 25.7 C35 31.98 25.2 92 0.005 6 1 0.013 0.1025 0.52 0.52 0.50 0.1025 0.4137 24.8 100.0 100.0 TRUE 28.41C37+C36 C37 34.3 26.67 C36 32.58 25.73 153.2 0.006 6 1 0.013 0.0567 0.29 1.10 0.50 0.0567 0.4394 12.9 100.0 30.9 TRUE 28.41C39+C37 C39 33.37 27.03 C37 34.3 26.7 164.1 0.002 6 1 0.013 0.0458 0.23 0.65 0.50 0.0458 0.2516 18.2 100.0 39.0 TRUE 28.41C40+C36 C40 32.93 26.9 C36 32.58 25.83 257.5 0.004 6 1 0.013 0.0458 0.23 0.82 0.50 0.0458 0.3617 12.7 100.0 32.6 TRUE 28.41C41+C40 C41 33.56 27.26 C40 32.93 26.93 191.4 0.002 6 1 0.013 0.0458 0.23 0.61 0.50 0.0458 0.2330 19.7 100.0 40.7 TRUE 28.41C42+C41 C42 34.21 27.91 C41 33.56 27.31 300.1 0.002 6 1 0.013 0.0458 0.23 0.65 0.50 0.0458 0.2509 18.3 100.0 39.0 TRUE 28.41C43+C8 C43 30.16 24.53 C8 29.93 24.33 101 0.002 6 1 0.013 0.0132 0.07 0.83 0.50 0.0133 0.2496 5.3 100.0 13.5 TRUE 29.57C44+C10 C44 32.45 26.73 C10 31.71 25.76 154.5 0.006 6 1 0.013 0.0911 0.46 1.51 0.50 0.0914 0.4445 20.5 100.0 34.7 TRUE 30.50C45+C44 C45 33.66 27.91 C44 32.45 26.77 166.1 0.007 6 1 0.013 0.0911 0.46 1.84 0.50 0.1032 0.4648 19.6 100.0 32.8 TRUE 30.50C46+C45 C46 36.3 29.85 C45 33.66 27.91 255.5 0.008 6 1 0.013 0.0911 0.46 0.46 0.50 0.0911 0.4889 18.6 100.0 100.0 TRUE 30.50C47+C46 C47 35.05 30.62 C46 36.3 30 309.1 0.002 6 1 0.013 0.0911 0.92 1.00 0.25 0.0924 0.2513 36.3 50.1 47.5 FALSE 30.90C48+C11 C48 43.08 29.1 C11 41.2 28.98 178.7 0.001 6 1 0.013 0.1754 0.89 1.03 0.50 0.1755 0.1454 120.6 100.0 80.6 TRUE 31.27C49+C48 C49 41.32 29.82 C48 43.08 29.1 247.7 0.003 6 1 0.013 0.1754 0.89 1.39 0.50 0.1755 0.3025 58.0 100.0 61.4 TRUE 31.52C50+C49 C50 40.78 30.68 C49 41.32 29.82 361.2 0.002 6 1 0.013 0.1755 0.89 1.28 0.50 0.1755 0.2738 64.1 100.0 65.7 TRUE 31.93C51+C50 C51 38.55 32.75 C50 40.78 30.68 556.1 0.004 6 1 0.013 0.1755 0.97 1.53 0.44 0.1755 0.3423 51.3 87.2 56.5 TRUE 33.04D1+E4 D1 17.33 6.83 E4 16.28 6.08 354.5 0.002 12 1 0.013 2.5313 3.22 3.22 1.00 2.5313 1.6388 154.5 100.0 100.0 TRUE 10.81D2+D1 D2 17.54 6.91 D1 17.33 6.88 53.3 0.001 12 1 0.013 2.4471 3.12 3.12 1.00 2.4471 0.8455 289.4 100.0 100.0 TRUE 10.96D3+D2 D3 18.91 7.46 D2 17.54 6.99 363.3 0.001 12 1 0.013 2.4471 3.12 3.12 1.00 2.4471 1.2815 191.0 100.0 100.0 TRUE 12.64D4+D3 D4 19 8.15 D3 18.91 7.56 296.1 0.002 8 1 0.013 0.8711 2.49 2.51 0.67 0.8753 0.5393 161.5 100.0 100.0 TRUE 14.27D5+D4 D5 19 8.29 D4 19 8.15 69.6 0.002 8 1 0.013 0.8711 2.49 2.51 0.67 0.8776 0.5418 160.8 100.0 100.0 TRUE 14.58D6+D5 D6 19.87 13.77 D5 19 8.29 246.1 0.022 8 1 0.013 0.5905 1.69 1.69 0.67 0.5905 1.8033 32.7 100.0 100.0 TRUE 14.58D7+D6 D7 19.85 15.5 D6 19.87 13.82 398 0.004 6 1 0.013 0.5905 3.01 3.01 0.50 0.5905 0.3646 162.0 100.0 100.0 TRUE 19.22D8+D7 D8 21.51 16.11 D7 19.85 15.5 157.8 0.004 6 1 0.013 0.2105 1.07 1.07 0.50 0.2105 0.3488 60.4 100.0 100.0 TRUE 19.22D9+D8 D9 27.55 21.3 D8 21.51 16.11 496 0.01 6 1 0.013 0.2000 2.27 2.48 0.23 0.2101 0.5739 34.8 45.9 44.6 TRUE 21.53D10+D3 D10 21.78 10.58 D3 18.91 7.81 489.1 0.006 10 1 0.013 1.5760 2.89 2.89 0.83 1.5760 1.6487 95.6 100.0 100.0 TRUE 15.19D16+D20 D16 23 13.91 D20 22 13 453.9 0.002 10 1 0.013 0.3131 0.57 0.57 0.83 0.3131 0.9810 31.9 100.0 100.0 TRUE 15.79D17+D16 D17 23.1 14.18 D16 23 13.91 136.3 0.002 10 1 0.013 0.3131 0.57 0.57 0.83 0.3131 0.9751 32.1 100.0 100.0 TRUE 15.79D19+D10 D19 21.54 12.39 D10 21.78 10.63 48.1 0.037 10 1 0.013 1.5760 2.89 2.89 0.83 1.5760 4.1895 37.6 100.0 100.0 TRUE 15.37D20+D19 D20 22 13 D19 21.54 12.89 52.7 0.002 6 1 0.013 0.4548 2.32 2.32 0.50 0.4548 0.2564 177.4 100.0 100.0 TRUE 15.73D21+D19 D21 20.93 15.08 D19 21.54 12.84 390.8 0.006 8 1 0.013 1.1212 3.21 3.21 0.67 1.1212 0.9148 122.6 100.0 100.0 TRUE 18.87D22+D21 D22 22.23 15.84 D21 20.93 15.13 149 0.005 8 1 0.013 1.1212 3.21 3.21 0.67 1.1212 0.8341 134.4 100.0 100.0 TRUE 20.16D23+D22 D23 22.62 16.12 D22 22.23 15.88 73.3 0.003 8 1 0.013 0.6630 1.90 1.90 0.67 0.6630 0.6914 95.9 100.0 100.0 TRUE 20.31D24+D23 D24 24.01 17.46 D23 22.62 16.12 349.8 0.004 8 1 0.013 0.6630 1.90 1.90 0.67 0.6630 0.7478 88.7 100.0 100.0 TRUE 21.38D25+D24 D25 24.45 18.45 D24 24.01 17.56 300.9 0.003 6 1 0.013 0.3230 1.64 1.64 0.50 0.3230 0.3052 105.8 100.0 100.0 TRUE 21.38D26+D25 D26 24.79 19.26 D25 24.45 18.5 156.7 0.005 6 1 0.013 0.3230 1.64 1.64 0.50 0.3230 0.3907 82.7 100.0 100.0 TRUE 21.38D27+D26 D27 26.68 20.86 D26 24.79 19.28 392.4 0.004 6 1 0.013 0.1700 0.87 1.56 0.50 0.1701 0.3560 47.7 100.0 54.2 TRUE 21.39D28+D27 D28 27.45 21.65 D27 26.68 20.9 81.1 0.009 6 1 0.013 0.1700 2.12 2.12 0.21 0.1700 0.5394 31.5 42.7 42.7 FALSE 21.87D29+C37 D29 34.53 27.53 C37 34.3 26.7 129.5 0.006 6 1 0.013 0.0000 0.00 0.00 0.50 0.0000 0.4492 0.0 100.0 0.0 TRUE 28.41D29+D28 D29 34.53 27.53 D28 27.45 21.67 465.5 0.013 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.6295 0.0 0.0 0.0 FALSE 27.53D30+D26 D30 26.26 21.18 D26 24.79 19.29 436.5 0.004 6 1 0.013 0.1530 0.78 1.62 0.50 0.1635 0.3692 41.4 100.0 51.0 TRUE 21.44D31+D30 D31 26.68 21.76 D30 26.26 21.46 152.5 0.002 6 1 0.013 0.0765 0.85 0.98 0.23 0.0866 0.2488 30.7 46.6 46.1 FALSE 22.02D32+D30 D32 26.44 21.71 D30 26.26 21.46 126.2 0.002 6 1 0.013 0.0765 0.86 0.94 0.23 0.0840 0.2497 30.6 46.2 46.6 FALSE 21.97D33+D24 D33 28.14 19.34 D24 24.01 17.51 450.4 0.004 8 1 0.013 0.1686 0.48 0.48 0.67 0.1690 0.7702 21.9 100.0 100.0 TRUE 21.41D34+D33 D34 34.45 22.3 D33 28.14 19.34 293.3 0.01 8 1 0.013 0.1686 1.15 1.37 0.29 0.1748 1.2139 13.9 43.7 0.0 TRUE 22.53D35+D34 D35 33.56 22.51 D34 34.45 22.3 177.8 0.001 6 1 0.013 0.1686 1.09 1.09 0.37 0.1686 0.1928 87.4 73.7 73.7 FALSE 22.91D36+D35 D36 31.3 25.05 D35 33.56 22.56 250.8 0.01 6 1 0.013 0.0200 0.95 0.77 0.07 0.0250 0.5591 3.6 13.9 5.7 FALSE 25.13D37+D36 D37 31.11 26.01 D36 31.3 25.05 367.8 0.003 6 1 0.013 0.0200 0.81 1.07 0.09 0.0298 0.2866 7.0 18.3 19.9 FALSE 26.17D38+D37 D38 32 26.64 D37 31.11 26.16 237.7 0.002 6 1 0.013 0.0100 0.76 0.79 0.04 0.0107 0.2521 4.0 8.6 9.5 FALSE 26.76D39+D38 D39 32.14 26.81 D38 32 26.64 84.1 0.002 6 1 0.013 0.0100 0.80 0.80 0.05 0.0100 0.2522 4.0 10.0 10.1 FALSE 26.87D40+D37 D40 32 26.6 D37 31.11 26.21 193.6 0.002 6 1 0.013 0.0100 0.79 0.73 0.05 0.0159 0.2518 4.0 9.5 5.9 FALSE 26.66 2035 PWWF Model Results.xlsx Page 3 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
321
Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
D41+D24 D41 31.35 25.75 D24 24.01 17.51 190.6 0.043 6 1 0.013 0.1714 2.07 2.07 0.14 0.1714 1.1666 14.7 28.5 28.5 TRUE 25.90D42+D41 D42 30 26 D41 31.35 25.8 100.2 0.002 6 1 0.013 0.0214 0.72 0.72 0.10 0.0214 0.2506 8.5 20.8 20.8 FALSE 26.11D43+D41 D43 32 26.89 D41 31.35 25.85 517.4 0.002 6 1 0.013 0.1500 1.14 1.14 0.32 0.1500 0.2516 59.6 63.7 63.7 FALSE 27.21D44+D43 D44 32 27.12 D43 32 26.89 113 0.002 6 1 0.013 0.1500 1.21 1.21 0.30 0.1500 0.2531 59.3 60.3 60.2 FALSE 27.44D47+D22 D47 20.69 17.09 D22 22.23 15.86 299.2 0.004 8 1 0.013 0.3500 1.00 1.00 0.67 0.3500 0.7748 45.2 100.0 100.0 TRUE 20.17D48+D47 D48 22.05 18.7 D47 20.69 17.09 401 0.004 6 1 0.013 0.3500 1.78 1.86 0.50 0.3500 0.3555 98.4 100.0 91.2 TRUE 20.17D49+D48 D49 27.59 21.99 D48 22.05 18.7 399.7 0.008 6 1 0.013 0.3500 2.59 2.59 0.33 0.3500 0.5090 68.8 65.0 65.0 TRUE 22.32D50+D49 D50 31.35 22.83 D49 27.59 21.99 421.6 0.002 6 1 0.013 0.3500 1.78 1.78 0.50 0.3500 0.2504 139.8 100.0 100.0 TRUE 24.38D51+D7 D51 23.54 18.66 D7 19.85 15.5 457.8 0.007 6 1 0.013 0.3800 1.93 1.93 0.50 0.3800 0.4661 81.5 100.0 100.0 TRUE 21.64D52+D51 D52 27.31 20.31 D51 23.54 18.69 267 0.006 6 1 0.013 0.2400 1.22 2.05 0.50 0.2410 0.4370 54.9 100.0 57.7 TRUE 22.19D53+D52 D53 29.62 21.22 D52 27.31 20.31 247.8 0.004 6 1 0.013 0.1200 0.61 1.34 0.50 0.1205 0.3400 35.3 100.0 46.7 TRUE 22.28D54+D53 D54 29.68 21.68 D53 29.62 21.27 74.9 0.005 6 1 0.013 0.1200 0.61 1.52 0.50 0.1200 0.4152 28.9 100.0 42.3 TRUE 22.28D55+D54 D55 30.37 22.39 D54 29.68 21.88 252.3 0.002 6 1 0.013 0.1200 1.05 1.05 0.28 0.1202 0.2523 47.6 56.6 56.5 FALSE 22.67D56+D35 D56 35.05 23.65 D35 33.56 22.51 286.3 0.004 6 1 0.013 0.1486 1.48 1.48 0.25 0.1486 0.3540 42.0 51.0 51.0 FALSE 23.91D57+D56 D57 37.86 26.21 D56 35.05 23.7 197.1 0.013 6 1 0.013 0.1486 2.16 2.16 0.18 0.1486 0.6331 23.5 36.8 36.8 FALSE 26.40D58+D57 D58 37.67 27.07 D57 37.86 26.36 158 0.004 6 1 0.013 0.1486 1.55 1.55 0.25 0.1486 0.3761 39.5 49.1 49.1 FALSE 27.32D59+D58 D59 37.27 28.53 D58 37.67 27.12 151.4 0.009 6 1 0.013 0.1486 2.02 2.02 0.20 0.1486 0.5414 27.4 40.1 40.1 FALSE 28.74D60+D59 D60 37.44 29.8 D59 37.27 28.57 112.6 0.011 6 1 0.013 0.1336 2.05 2.05 0.18 0.1336 0.5864 22.8 36.7 36.7 FALSE 29.99D61+D60 D61 37.37 30.05 D60 37.44 29.84 101 0.002 6 1 0.013 0.1336 1.17 1.17 0.28 0.1336 0.2559 52.2 56.4 56.4 FALSE 30.35D62+D59 D62 32.76 29.07 D59 37.27 28.57 247.7 0.002 6 1 0.013 0.0150 0.80 0.82 0.08 0.0151 0.2521 6.0 15.2 14.9 FALSE 29.16D63+D5 D63 19.63 8.6 D5 19 8.29 296.6 0.001 8 1 0.013 0.2589 0.74 0.77 0.67 0.2695 0.3906 66.3 100.0 100.0 TRUE 14.65D64+D63 D64 24.68 17.38 D63 19.63 8.56 470.5 0.019 6 1 0.013 0.1989 1.01 1.16 0.50 0.2147 0.7682 25.9 100.0 89.1 TRUE 17.64D65+D64 D65 28.98 20.08 D64 24.68 17.38 448 0.006 6 1 0.013 0.1989 1.92 1.92 0.26 0.1989 0.4356 45.7 52.2 52.2 FALSE 20.34D66+D65 D66 29.37 20.96 D65 28.98 20.13 412.5 0.002 8 1 0.013 0.1989 1.27 1.27 0.31 0.1989 0.5420 36.7 45.9 45.9 FALSE 21.28D67+D63 D67 18.77 12.39 D63 19.63 8.6 294.1 0.013 6 1 0.013 0.0597 0.30 1.69 0.50 0.1123 0.6369 9.4 100.0 25.3 TRUE 14.65D68+D67 D68 19 12.7 D67 18.77 12.42 138.9 0.002 6 1 0.013 0.0299 0.15 0.96 0.50 0.0423 0.2519 11.9 100.0 27.6 TRUE 14.65D69+D67 D69 19 12.94 D67 18.77 12.42 259 0.002 6 1 0.013 0.0299 0.15 0.66 0.50 0.0303 0.2514 11.9 100.0 28.3 TRUE 14.65D70+D51 D70 24 18.86 D51 23.54 18.72 70.8 0.002 6 1 0.013 0.1400 0.71 0.71 0.50 0.1400 0.2494 56.1 100.0 100.0 TRUE 21.66D71+D52 D71 28.07 22.62 D52 27.31 21.11 130 0.012 6 1 0.013 0.1200 0.90 1.96 0.32 0.1200 0.6047 19.8 64.2 34.4 TRUE 22.79D72+D20 D72 22.5 13.56 D20 22 13 279.6 0.002 10 1 0.013 0.1417 0.26 0.26 0.83 0.1417 0.9806 14.5 100.0 100.0 TRUE 15.73D73+D72 D73 23 14.16 D72 22.5 13.56 297.4 0.002 8 1 0.013 0.1417 0.41 1.40 0.67 0.1689 0.5428 26.1 100.0 37.6 TRUE 15.73D74+D73 D74 23.2 14.58 D73 23 14.16 210.2 0.002 8 1 0.013 0.1169 0.33 1.03 0.67 0.1172 0.5401 21.6 100.0 36.2 TRUE 15.73E1+H9 E1 12.09 3.59 H9 11.84 3.09 269.8 0.002 18 1 0.013 3.7805 3.13 3.13 0.97 3.7805 4.5221 83.6 64.7 64.7 FALSE 4.63E2+E1 E2 13.48 4.23 E1 12.09 3.64 283.2 0.002 12 1 0.013 2.5313 3.22 3.22 1.00 2.5313 1.6261 155.7 100.0 100.0 TRUE 5.99E3+E2 E3 15.11 4.76 E2 13.48 4.33 279.6 0.002 12 1 0.013 2.5313 3.22 3.22 1.00 2.5313 1.3970 181.2 100.0 100.0 TRUE 7.33E4+E3 E4 16.28 6.08 E3 15.11 5.01 356.7 0.003 12 1 0.013 2.5313 3.22 3.22 1.00 2.5313 1.9512 129.7 100.0 100.0 TRUE 9.07E6+E1 E6 11.14 4.84 E1 12.09 4.04 501 0.002 12 1 0.013 1.2486 2.08 2.08 0.71 1.2486 1.4236 87.7 71.4 71.4 FALSE 5.59E7+E6 E7 11.77 6.02 E6 11.14 4.84 310.5 0.004 12 1 0.013 1.1877 2.78 2.78 0.53 1.1877 2.1961 54.1 53.5 53.5 FALSE 6.57E8+E7 E8 13.72 6.77 E7 11.77 6.07 354.7 0.002 12 1 0.013 0.9680 2.09 2.09 0.57 0.9680 1.5826 61.2 57.1 57.1 FALSE 7.35E9+E8 E9 13.77 7.32 E8 13.72 6.82 341.1 0.001 12 1 0.013 0.6445 1.68 1.68 0.49 0.6445 1.3640 47.3 49.2 49.2 FALSE 7.82E10+E9 E10 14.53 7.78 E9 13.77 7.32 192.1 0.002 12 1 0.013 0.6445 1.99 1.99 0.43 0.6445 1.7432 37.0 43.1 43.1 FALSE 8.22E11+E10 E11 14.94 8.04 E10 14.53 7.93 194.9 0.001 12 1 0.013 0.4228 1.31 1.31 0.43 0.4228 0.8465 50.0 43.0 43.0 FALSE 8.51E12+E11 E12 20.13 9.13 E11 14.94 8.14 494.5 0.002 12 1 0.013 0.4228 1.62 1.62 0.37 0.4228 1.5941 26.5 36.7 36.7 FALSE 9.50E13+E12 E13 18.72 10 E12 20.13 9.18 450.3 0.002 8 1 0.013 0.2802 1.38 1.38 0.38 0.2802 0.5157 54.3 56.4 56.4 FALSE 10.38E14+E13 E14 17.24 10.39 E13 18.72 10.12 185.5 0.001 8 1 0.013 0.2315 1.25 1.25 0.35 0.2315 0.4609 50.2 52.3 52.3 FALSE 10.76E15+E14 E15 15.27 10.72 E14 17.24 10.49 246.2 0.001 8 1 0.013 0.2009 1.04 1.04 0.36 0.2011 0.3693 54.4 54.3 54.3 FALSE 11.10E20+E7 E20 12.61 7.71 E7 11.77 6.12 504.5 0.003 6 1 0.013 0.1106 1.19 1.20 0.24 0.1112 0.3150 35.1 47.7 47.8 FALSE 7.96E21+E20 E21 14.72 8.53 E20 12.61 7.76 385.6 0.002 6 1 0.013 0.0609 0.76 0.99 0.21 0.0778 0.2507 24.3 42.9 42.0 FALSE 8.76E22+E8 E22 15.38 8.48 E8 13.72 6.87 449.9 0.004 6 1 0.013 0.1155 1.28 1.43 0.23 0.1201 0.3356 34.4 46.9 44.3 FALSE 8.72E23+E22 E23 16.82 10.42 E22 15.38 8.48 438.8 0.004 6 1 0.013 0.0609 1.02 1.12 0.17 0.0636 0.3731 16.3 34.4 33.2 FALSE 10.61E25+E50 E25 16.75 10.9 E50 16.04 9.64 231.9 0.005 6 1 0.013 0.1519 1.70 1.70 0.23 0.1519 0.4136 36.7 46.4 46.4 FALSE 11.14E26+E25 E26 19.82 13.82 E25 16.75 10.9 488.2 0.006 6 1 0.013 0.0670 1.18 1.21 0.17 0.0682 0.4339 15.4 33.0 33.0 FALSE 14.00E27+E12 E27 21.28 15.85 E12 20.13 9.53 576.2 0.011 6 1 0.013 0.0427 1.14 1.14 0.12 0.0428 0.5876 7.3 24.5 24.5 FALSE 15.97E28+E27 E28 22 15.93 E27 21.28 15.81 61.8 0.002 6 1 0.013 0.0427 0.71 0.71 0.17 0.0427 0.2472 17.3 34.4 34.4 FALSE 16.13E29+E12 E29 23.08 15.79 E12 20.13 9.58 247 0.025 6 1 0.013 0.1000 1.66 1.66 0.13 0.1000 0.8896 11.2 26.3 26.3 FALSE 15.92E30+E29 E30 27 20.5 E29 23.08 15.83 502.3 0.009 6 1 0.013 0.0737 1.46 1.46 0.15 0.0737 0.5410 13.6 30.4 30.4 FALSE 20.66E31+E29 E31 27.93 20.63 E29 23.08 15.83 252.3 0.019 6 1 0.013 0.0610 1.40 1.40 0.12 0.0610 0.7739 7.9 23.8 23.8 FALSE 20.75E32+E31 E32 28 21.21 E31 27.93 20.68 263.2 0.002 6 1 0.013 0.0610 0.76 0.90 0.21 0.0689 0.2518 24.2 42.8 41.2 FALSE 21.44E33+E13 E33 21.41 15.78 E13 18.72 10.02 228.9 0.025 8 1 0.013 0.0487 1.21 1.21 0.09 0.0487 1.9166 2.5 14.0 14.0 FALSE 15.87E33+E29 E33 21.41 17.11 E29 23.08 15.86 455.1 0.003 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.2941 0.0 0.0 0.0 FALSE 17.11E34+E33 E34 24.94 18.94 E33 21.41 15.83 278.9 0.011 6 1 0.013 0.0400 1.12 1.10 0.12 0.0401 0.5925 6.8 23.7 24.0 FALSE 19.06 2035 PWWF Model Results.xlsx Page 4 of 12
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322
Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
E35+E14 E35 19.06 11.41 E14 17.24 10.74 333 0.002 6 1 0.013 0.0305 0.64 1.43 0.15 0.0677 0.2517 12.1 29.1 23.6 FALSE 11.60E36+E15 E36 17.4 12.35 E15 15.27 10.82 420.2 0.004 6 1 0.013 0.1827 1.54 1.54 0.29 0.1827 0.3385 54.0 58.3 58.3 FALSE 12.65E37+E36 E37 18 13.11 E36 17.4 12.4 353.2 0.002 6 1 0.013 0.0609 0.76 0.76 0.21 0.0609 0.2515 24.2 42.8 42.8 FALSE 13.34E38+E36 E38 18.78 13.33 E36 17.4 12.35 233.6 0.004 6 1 0.013 0.1218 1.41 1.41 0.23 0.1218 0.3634 33.5 45.2 45.2 FALSE 13.56E39+E38 E39 19 14.13 E38 18.78 13.53 300.6 0.002 6 1 0.013 0.0609 0.76 0.89 0.21 0.0662 0.2507 24.3 42.9 40.5 FALSE 14.36E40+E38 E40 22.91 14.25 E38 18.78 13.33 458.2 0.002 6 1 0.013 0.0609 0.76 0.76 0.21 0.0609 0.2514 24.2 42.8 42.8 FALSE 14.48E41+E15 E41 16 11.07 E15 15.27 10.87 98.3 0.002 6 1 0.013 0.0183 0.44 0.44 0.13 0.0183 0.2530 7.2 26.5 26.5 FALSE 11.17E42+E10 E42 14.56 10.06 E10 14.53 7.88 550.5 0.004 6 1 0.013 0.0698 1.04 1.04 0.19 0.0699 0.3531 19.8 37.3 37.3 FALSE 10.25E44+E8 E44 12.57 8.62 E8 13.72 6.82 630.5 0.003 6 1 0.013 0.2080 1.45 1.45 0.34 0.2080 0.2998 69.4 68.3 68.3 TRUE 8.97E45+E44 E45 13.15 9.55 E44 12.57 8.57 319.4 0.003 6 1 0.013 0.2080 1.50 1.50 0.33 0.2080 0.3108 66.9 66.5 66.5 FALSE 9.89E46+E7 E46 11 7.4 E7 11.77 6.02 500.5 0.003 6 1 0.013 0.1092 1.13 1.13 0.25 0.1092 0.2946 37.1 49.4 49.4 TRUE 7.65E47+E46 E47 11.54 8.31 E46 11 7.4 455.2 0.002 6 1 0.013 0.1092 1.00 1.00 0.27 0.1092 0.2509 43.5 54.3 54.3 FALSE 8.58E48+E6 E48 11.94 7.54 E6 11.14 5.19 498.5 0.005 6 1 0.013 0.0609 1.04 1.04 0.17 0.0609 0.3852 15.8 33.9 34.0 FALSE 7.71E49+E48 E49 11.53 8.46 E48 11.94 7.54 457.8 0.002 6 1 0.013 0.0609 0.76 0.76 0.21 0.0609 0.2515 24.2 42.8 42.8 FALSE 8.69E50+E10 E50 16.04 9.64 E10 14.53 7.88 217.9 0.008 6 1 0.013 0.1519 1.94 1.94 0.21 0.1523 0.5043 30.1 42.1 42.1 FALSE 9.85F7+T25 F7 4.65 0.3 T25 3.95 -2.2 477 0.005 6 1 0.013 0.4269 2.17 2.17 0.50 0.4269 0.4062 105.1 100.0 100.0 TRUE 1.99F8+F7 F8 8.3 1.38 F7 4.65 0.3 356.7 0.003 6 1 0.013 0.4115 2.09 2.09 0.50 0.4115 0.3087 133.3 100.0 100.0 TRUE 4.17F9+F23 F9 8.21 3.11 F23 8.23 2.7 110 0.004 6 1 0.013 0.2123 1.08 1.08 0.50 0.2123 0.3425 62.0 100.0 100.0 TRUE 4.96F10+F9 F10 11.76 4.96 F9 8.21 3.21 462.6 0.004 6 1 0.013 0.2123 1.08 1.08 0.50 0.2123 0.3451 61.5 100.0 100.0 TRUE 5.76F11+F10 F11 13 6.84 F10 11.76 5.06 419.8 0.004 6 1 0.013 0.2123 1.72 1.71 0.30 0.2123 0.3653 58.1 60.3 60.3 TRUE 7.15F12+F11 F12 13 7.65 F11 13 6.94 355.2 0.002 6 1 0.013 0.0970 0.95 0.95 0.26 0.0970 0.2508 38.7 51.5 51.5 FALSE 7.91F13+F19 F13 15.24 10.24 F19 15.18 10.23 24.2 0 6 1 0.013 0.0260 0.34 0.38 0.21 0.0262 0.1141 22.8 41.1 38.1 FALSE 10.44F14+F8 F14 9.56 5.64 F8 8.3 1.76 463.1 0.008 6 1 0.013 0.0362 0.37 1.03 0.25 0.0362 0.5136 7.1 50.1 23.4 TRUE 5.76F15+F11 F15 13.27 7.77 F11 13 7.17 301.1 0.002 6 1 0.013 0.0775 0.86 0.96 0.23 0.0822 0.2505 31.0 47.0 45.1 FALSE 8.01F16+F15 F16 13.27 8.24 F15 13.27 7.77 238 0.002 6 1 0.013 0.0650 0.78 0.78 0.22 0.0650 0.2494 26.1 43.9 43.9 FALSE 8.48F17+F22 F17 15.11 8.76 F22 13 8.39 130.3 0.003 6 1 0.013 0.0970 1.09 1.09 0.23 0.0970 0.2990 32.4 46.4 46.4 FALSE 9.00F18+F17 F18 15.34 9.94 F17 15.11 8.89 197.5 0.005 6 1 0.013 0.0260 1.07 1.07 0.09 0.0260 0.4091 6.4 17.8 17.8 FALSE 10.04F19+F20 F19 15.18 10.33 F20 15.15 9.7 188.8 0.003 6 1 0.013 0.0260 0.94 1.07 0.10 0.0330 0.3241 8.0 19.8 16.4 FALSE 10.44F20+F17 F20 15.15 9.7 F17 15.11 8.86 281.2 0.003 6 1 0.013 0.0710 0.95 1.05 0.20 0.0759 0.3067 23.2 40.7 39.6 FALSE 9.91F21+F20 F21 15.15 10.38 F20 15.15 9.7 136.4 0.005 6 1 0.013 0.0260 0.75 0.82 0.12 0.0270 0.3961 6.6 23.2 22.4 FALSE 10.49F22+F12 F22 13 8.39 F12 13 7.65 158.8 0.005 6 1 0.013 0.0970 1.31 1.31 0.20 0.0970 0.3830 25.3 40.2 40.2 FALSE 8.60F23+F8 F23 8.23 2.7 F8 8.3 1.48 327.4 0.004 6 1 0.013 0.2381 1.21 1.21 0.50 0.2381 0.3425 69.5 100.0 100.0 TRUE 4.85F24+F23 F24 8.23 3.19 F23 8.23 2.7 98 0.005 6 1 0.013 0.0258 0.13 1.00 0.50 0.0270 0.3967 6.5 100.0 19.4 TRUE 4.85F25+F24 F25 8.73 3.77 F24 8.23 3.19 115 0.005 6 1 0.013 0.0129 0.07 0.33 0.50 0.0130 0.3985 3.2 100.0 25.6 TRUE 4.85F26+F25 F26 8.73 4.36 F25 8.73 3.77 118 0.005 6 1 0.013 0.0129 0.07 0.75 0.50 0.0129 0.3967 3.3 100.0 7.3 TRUE 4.85F27+F24 F27 8.73 3.78 F24 8.23 3.19 118 0.005 6 1 0.013 0.0129 0.07 0.19 0.50 0.0129 0.3967 3.3 100.0 37.4 TRUE 4.85F28+F27 F28 8.73 4.57 F27 8.73 3.78 158 0.005 6 1 0.013 0.0129 0.07 0.79 0.50 0.0129 0.3967 3.3 100.0 8.8 TRUE 4.85G2+G19 G2 4.2 0.05 G19 2.65 -0.76 154 0.005 6 1 0.013 0.1513 0.77 1.65 0.50 0.1513 0.4069 37.2 100.0 47.3 TRUE 0.80G3+G14 G3 7 1.85 G14 6.79 1.05 208.1 0.004 6 1 0.013 0.1071 1.27 1.27 0.22 0.1071 0.3479 30.8 44.3 44.3 FALSE 2.08G4+G3 G4 7.49 2.26 G3 7 1.95 212.7 0.001 6 1 0.013 0.0881 0.82 0.82 0.27 0.0881 0.2142 41.1 53.7 53.7 FALSE 2.53G6+G4 G6 10.75 5.12 G4 7.49 2.36 387.6 0.007 6 1 0.013 0.0764 1.35 1.35 0.16 0.0765 0.4735 16.1 33.0 33.0 FALSE 5.29G7+G6 G7 10.12 5.81 G6 10.75 5.22 294.7 0.002 6 1 0.013 0.0383 0.62 1.43 0.18 0.0603 0.2511 15.2 35.4 25.2 FALSE 5.99G8+G7 G8 10.83 6.45 G7 10.12 5.8 326.8 0.002 6 1 0.013 0.0383 0.61 0.61 0.18 0.0383 0.2502 15.3 35.4 35.4 FALSE 6.64G9+G6 G9 8.88 5.78 G6 10.75 5.2 290.8 0.002 6 1 0.013 0.0382 0.60 0.61 0.18 0.0383 0.2506 15.2 35.7 35.4 FALSE 5.96G10+G9 G10 11.09 6.24 G9 8.88 5.78 270.6 0.002 6 1 0.013 0.0382 0.57 1.00 0.19 0.0477 0.2313 16.5 37.3 29.2 FALSE 6.43G11+G10 G11 11.78 6.87 G10 11.09 6.34 265.7 0.002 6 1 0.013 0.0381 0.61 0.61 0.18 0.0383 0.2506 15.2 35.6 35.4 FALSE 7.06G12+G4 G12 8.32 3.02 G4 7.49 2.47 277 0.002 6 1 0.013 0.0116 0.83 0.81 0.06 0.0121 0.2500 4.6 12.4 12.9 FALSE 3.10G13+G3 G13 8.34 2.8 G3 7 1.9 452.5 0.002 6 1 0.013 0.0190 0.73 0.70 0.09 0.0207 0.2502 7.6 19.0 20.8 FALSE 2.90G14+G17 G14 6.79 1.05 G17 5.65 0.6 151.1 0.003 6 1 0.013 0.1251 1.23 1.23 0.26 0.1251 0.3062 40.9 51.3 51.3 FALSE 1.31G15+G14 G15 6.2 2.15 G14 6.79 1.05 214.7 0.005 8 1 0.013 0.0097 0.23 0.69 0.12 0.0097 0.8648 1.1 17.9 4.3 FALSE 2.23G16+G15 G16 6.21 3.21 G15 6.2 2.2 154.5 0.007 8 1 0.013 0.0097 0.72 0.72 0.03 0.0097 0.9771 1.0 5.1 5.1 FALSE 3.24G17+G2 G17 5.65 0.5 G2 4.2 0.15 143.7 0.002 6 1 0.013 0.1431 0.74 1.22 0.47 0.1431 0.2769 51.7 94.9 57.6 TRUE 0.80G18+G17 G18 5.86 1.15 G17 5.65 0.57 291.5 0.002 6 1 0.013 0.0097 0.81 0.80 0.05 0.0103 0.2503 3.9 10.4 9.9 FALSE 1.21G19+T23 G19 2.65 -0.76 T23 6.87 -2.3 290.9 0.005 6 1 0.013 0.1675 0.85 1.88 0.50 0.1683 0.4083 41.0 100.0 46.5 TRUE 0.80G20+G19 G20 2.66 0.11 G19 2.65 -0.76 173.9 0.005 6 1 0.013 0.0128 0.07 0.34 0.50 0.0129 0.3968 3.2 100.0 24.6 TRUE 0.80G21+G20 G21 2.67 0.37 G20 2.66 0.11 51.4 0.005 6 1 0.013 0.0059 0.03 0.67 0.50 0.0059 0.3991 1.5 100.0 5.5 TRUE 0.80G22+G20 G22 2.67 0.25 G20 2.66 0.11 71.7 0.002 6 1 0.013 0.0060 0.03 0.73 0.50 0.0060 0.2479 2.4 100.0 8.0 TRUE 0.80H2+I11 H2 7.99 0.59 I11 8.07 -0.03 36.6 0.017 24 1 0.01 4.9266 1.57 1.57 2.00 4.9266 38.2777 12.9 100.0 100.0 TRUE 3.14H3+H2 H3 8.2 0.7 H2 7.99 0.59 30.8 0.004 24 1 0.01 4.9262 1.57 1.57 2.00 4.9262 17.5858 28.0 100.0 100.0 TRUE 3.16H4+H3 H4 8.13 0.71 H3 8.2 0.7 7.1 0.001 24 1 0.01 3.8592 1.23 1.23 2.00 3.8686 11.0311 35.0 100.0 100.0 TRUE 3.18H5+H4 H5 8.95 0.95 H4 8.13 0.71 259.3 0.001 24 1 0.01 3.8584 1.23 1.23 2.00 3.8584 8.9462 43.1 100.0 100.0 TRUE 3.20 2035 PWWF Model Results.xlsx Page 5 of 12
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Last Printed: 5/12/2025
323
Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
H6+H5 H6 8.89 0.99 H5 8.95 0.95 9 0.004 20 1 0.01 3.7905 1.74 1.74 1.67 3.7918 12.0730 31.4 100.0 100.0 TRUE 3.21H7+H75 H7 10.51 1.76 H75 10.09 1.58 89.8 0.002 20 1 0.013 3.7905 1.78 1.78 1.57 3.7905 6.2294 60.8 94.2 94.2 FALSE 3.25H8+H7 H8 10.95 2.05 H7 10.51 1.76 233.4 0.001 20 1 0.01 3.7905 2.00 2.00 1.35 3.7905 6.3751 59.5 81.0 81.0 FALSE 3.26H9+H73 H9 11.84 3.09 H73 11.36 2.56 246.2 0.002 18 1 0.01 3.7905 3.87 3.87 0.81 3.7905 6.3351 59.8 54.2 54.2 FALSE 3.96H11+H64 H11 9.92 1.44 H64 9.05 0.99 198.2 0.002 14 1 0.01 1.0264 0.96 0.96 1.17 1.0264 3.3286 30.8 100.0 100.0 TRUE 3.18H12+H11 H12 10.15 2.2 H11 9.92 1.54 333.5 0.002 8 1 0.013 0.9217 2.64 2.64 0.67 0.9217 0.5376 171.5 100.0 100.0 TRUE 4.20H13+H12 H13 10.85 2.55 H12 10.15 2.3 107.9 0.002 8 1 0.013 0.8159 2.34 2.34 0.67 0.8159 0.5815 140.3 100.0 100.0 TRUE 4.64H14+H13 H14 11.02 3.54 H13 10.85 2.65 446.5 0.002 8 1 0.013 0.8159 2.34 2.34 0.67 0.8159 0.5395 151.2 100.0 100.0 TRUE 6.77H15+H62 H15 14.61 5.6 H62 12.95 4.64 201.4 0.005 8 1 0.013 0.7634 2.19 2.19 0.67 0.7634 0.8342 91.5 100.0 100.0 TRUE 8.51H16+H60 H16 14.43 6.48 H60 14.57 5.9 351.2 0.002 8 1 0.01 0.7184 2.06 2.06 0.67 0.7184 0.6384 112.5 100.0 100.0 TRUE 9.40H17+H57 H17 12.03 6.83 H57 14.21 6.69 396.8 0 8 1 0.013 0.6778 1.94 1.94 0.67 0.6778 0.2270 298.7 100.0 100.0 TRUE 10.76H18+H5 H18 8.92 1.27 H5 8.95 1.25 7.9 0.003 6 1 0.013 0.0679 0.35 0.35 0.50 0.0691 0.2825 24.0 100.0 100.0 TRUE 3.20H19+H18 H19 8.88 2.58 H18 8.92 1.27 386.9 0.003 6 1 0.013 0.0679 0.35 0.97 0.50 0.0679 0.3265 20.8 100.0 38.5 TRUE 3.20H20+H19 H20 9.1 3.65 H19 8.88 2.63 270.8 0.004 6 1 0.013 0.0679 1.00 1.00 0.19 0.0679 0.3443 19.7 37.7 37.7 TRUE 3.84H21+H56 H21 9.3 5.04 H56 9.2 4.75 143.8 0.002 6 1 0.013 0.0100 0.81 0.81 0.05 0.0100 0.2520 4.0 10.3 10.3 FALSE 5.09H22+H21 H22 9.3 5.34 H21 9.3 5.04 151.4 0.002 6 1 0.013 0.0100 0.81 0.59 0.05 0.0100 0.2498 4.0 10.3 1.5 FALSE 5.40H23+H22 H23 9.4 6.15 H22 9.3 5.34 404.8 0.002 6 1 0.013 0.0100 0.81 0.82 0.05 0.0103 0.2510 4.0 10.4 10.6 FALSE 6.20H24+H20 H24 10.14 5.82 H20 9.1 3.65 332.8 0.007 6 1 0.013 0.0479 1.01 1.01 0.14 0.0479 0.4530 10.6 29.0 29.0 FALSE 5.97H25+H11 H25 11.2 3.3 H11 9.92 1.7 378 0.004 6 1 0.013 0.1046 0.53 1.31 0.50 0.1057 0.3650 28.7 100.0 43.0 TRUE 3.52H26+H25 H26 10.63 4.58 H25 11.2 3.3 412.5 0.003 6 1 0.013 0.1046 1.16 1.17 0.23 0.1062 0.3125 33.5 46.8 47.1 FALSE 4.83H27+H26 H27 11.38 5.66 H26 10.63 5.43 114.6 0.002 6 1 0.013 0.0372 0.63 0.63 0.17 0.0372 0.2514 14.8 34.2 34.2 FALSE 5.85H28+H50 H28 10.4 5.41 H50 10.13 5.03 191.6 0.002 6 1 0.013 0.0303 0.66 1.30 0.14 0.0497 0.2499 12.1 28.3 22.2 FALSE 5.57H29+H12 H29 8.35 5.83 H12 10.15 2.65 550.5 0.006 6 1 0.013 0.1058 1.44 1.46 0.20 0.1059 0.4264 24.8 40.1 39.5 TRUE 6.03H30+H46 H30 11.57 7.74 H46 11.27 7.47 135.4 0.002 6 1 0.013 0.0529 0.70 0.70 0.20 0.0529 0.2506 21.1 40.7 40.8 FALSE 7.96H31+H14 H31 13.28 4.5 H14 11.02 3.69 403.7 0.002 6 1 0.013 0.0415 0.21 0.61 0.50 0.0415 0.2513 16.5 100.0 37.8 TRUE 6.79H32+H17 H32 16.06 10.26 H17 12.03 6.88 549.9 0.006 6 1 0.013 0.1397 0.71 1.67 0.50 0.1397 0.4399 31.8 100.0 44.2 TRUE 10.76H33+H32 H33 20 11.29 H32 16.06 10.26 515 0.002 8 1 0.013 0.1236 1.05 1.15 0.25 0.1304 0.5404 22.9 37.1 36.1 FALSE 11.55H34+H17 H34 12.74 7.69 H17 12.03 6.83 268.6 0.003 6 1 0.013 0.5382 2.74 2.74 0.50 0.5382 0.3175 169.5 100.0 100.0 TRUE 13.48H35+H34 H35 14.34 9.56 H34 12.74 7.69 321.9 0.006 6 1 0.013 0.5382 2.74 2.74 0.50 0.5382 0.4277 125.9 100.0 100.0 TRUE 16.77H36+H35 H36 15.37 9.87 H35 14.34 9.56 473.9 0.001 6 1 0.013 0.4272 2.17 2.17 0.50 0.4272 0.1435 297.7 100.0 100.0 TRUE 19.96H37+H36 H37 17.89 12.09 H36 15.37 9.87 370.1 0.006 6 1 0.013 0.2307 1.17 1.17 0.50 0.2307 0.4346 53.1 100.0 100.0 TRUE 20.69H38+E42 H38 17.69 11.79 E42 14.56 10.11 518.8 0.003 6 1 0.013 0.0698 0.97 0.97 0.20 0.0699 0.3193 21.9 39.4 39.4 FALSE 11.99H38+H47 H38 17.69 11.79 H47 15.05 10.1 205.2 0.008 6 1 0.013 0.1112 0.57 1.97 0.50 0.1443 0.5092 21.8 100.0 39.9 TRUE 16.84H39+H38 H39 18 12.1 H38 17.69 11.84 131.9 0.002 6 1 0.013 0.1020 0.52 0.99 0.50 0.1020 0.2491 40.9 100.0 51.8 TRUE 16.84H40+H36 H40 22.17 15.97 H36 15.37 9.87 496.1 0.012 6 1 0.013 0.0920 0.47 1.74 0.50 0.0938 0.6221 14.8 100.0 30.9 TRUE 19.96H41+H40 H41 24.38 16.27 H40 22.17 15.97 150.4 0.002 6 1 0.013 0.0920 0.47 0.94 0.50 0.0922 0.2506 36.7 100.0 50.0 TRUE 19.96H42+H37 H42 21.01 14.76 H37 17.89 12.19 387.7 0.007 6 1 0.013 0.0998 0.51 1.50 0.50 0.1008 0.4568 21.8 100.0 37.5 TRUE 20.70H43+H42 H43 22.12 16.57 H42 21.01 14.76 346.3 0.005 6 1 0.013 0.0920 0.47 1.30 0.50 0.0920 0.4056 22.7 100.0 38.8 TRUE 20.70H44+H37 H44 20.24 14.24 H37 17.89 12.14 272.4 0.008 6 1 0.013 0.1046 0.53 1.40 0.50 0.1143 0.4927 21.2 100.0 43.3 TRUE 20.76H45+H9 H45 12.4 3.93 H9 11.84 3.49 222.4 0.002 6 1 0.013 0.0100 0.10 0.76 0.25 0.0130 0.2496 4.0 49.2 7.9 FALSE 3.99H46+H52 H46 11.27 7.47 H52 12.58 6.18 360.9 0.004 6 1 0.013 0.0529 0.87 1.22 0.17 0.0554 0.3355 15.8 34.8 28.1 FALSE 7.65H47+H35 H47 15.05 10.1 H35 14.34 9.62 192.4 0.002 6 1 0.013 0.1111 0.57 1.07 0.50 0.1133 0.2803 39.7 100.0 53.0 TRUE 16.80H48+H55 H48 9.12 6.64 H55 9.3 4.32 217.4 0.011 6 1 0.013 0.0100 0.72 0.72 0.03 0.0100 0.5797 1.7 6.9 6.9 FALSE 6.72H49+H48 H49 8.35 6.77 H48 9.12 6.72 32.6 0.002 6 1 0.013 0.0100 0.66 0.59 0.02 0.0100 0.2199 4.5 4.4 1.5 FALSE 6.81H50+H26 H50 10.13 5.03 H26 10.63 4.58 154.3 0.003 6 1 0.013 0.0676 0.92 1.02 0.20 0.0757 0.3030 22.3 40.0 40.4 FALSE 5.26H51+H50 H51 10.5 6.35 H50 10.13 5.13 189.2 0.006 6 1 0.013 0.0372 1.02 1.02 0.12 0.0372 0.4505 8.3 24.0 24.0 FALSE 6.48H52+H29 H52 12.58 6.18 H29 8.35 5.83 94.4 0.004 6 1 0.013 0.1058 1.25 1.25 0.22 0.1060 0.3416 31.0 44.7 44.7 FALSE 6.41H53+H52 H53 12.4 8.3 H52 12.58 6.23 233.2 0.009 6 1 0.013 0.0529 1.20 1.20 0.14 0.0529 0.5286 10.0 27.6 27.6 FALSE 8.44H54+H20 H54 9.2 4 H20 9.1 3.7 152.6 0.002 6 1 0.013 0.0200 0.72 0.96 0.10 0.0220 0.2487 8.0 20.0 14.0 FALSE 4.15H55+H54 H55 9.3 4.32 H54 9.2 4.22 157.2 0.001 6 1 0.013 0.0200 0.81 1.08 0.09 0.0354 0.1415 14.1 18.3 16.3 FALSE 4.45H56+H55 H56 9.2 4.75 H55 9.3 4.32 215.8 0.002 6 1 0.013 0.0100 0.78 0.72 0.05 0.0279 0.2505 4.0 9.3 3.2 FALSE 4.81H57+H16 H57 14.21 6.69 H16 14.43 6.48 40.5 0.005 8 1 0.013 0.7184 2.06 2.06 0.67 0.7184 0.8706 82.5 100.0 100.0 TRUE 9.47H58+H57 H58 15.13 7.62 H57 14.21 6.69 184.6 0.005 6 1 0.013 0.0406 0.21 0.75 0.50 0.0409 0.3982 10.2 100.0 32.3 TRUE 9.47H59+H58 H59 16.1 8.59 H58 15.13 7.62 194.6 0.005 6 1 0.013 0.0000 0.00 0.00 0.50 0.0000 0.3962 0.0 100.0 0.0 TRUE 9.47H59+H61 H59 16.1 8.59 H61 15.42 6.28 194.6 0.012 6 1 0.013 0.0044 0.02 0.17 0.50 0.0307 0.6114 0.7 100.0 87.2 TRUE 8.68H60+H15 H60 14.57 5.9 H15 14.61 5.6 98.7 0.003 8 1 0.01 0.7634 2.19 2.19 0.67 0.7634 0.8661 88.2 100.0 100.0 TRUE 8.68H61+H60 H61 15.42 6.28 H60 14.57 5.9 189.5 0.002 6 1 0.013 0.0450 0.23 0.37 0.50 0.0735 0.2513 17.9 100.0 100.0 TRUE 8.68H62+H14 H62 12.95 4.64 H14 11.02 3.54 232.8 0.005 8 1 0.013 0.7744 2.22 2.22 0.67 0.7744 0.8305 93.2 100.0 100.0 TRUE 7.73H63+H62 H63 13.79 5.49 H62 12.95 4.64 169.8 0.005 6 1 0.013 0.0110 0.06 0.83 0.50 0.0181 0.3970 2.8 100.0 9.6 TRUE 7.73H64+H71 H64 9.05 0.99 H71 8.35 0.77 160.6 0.001 14 1 0.01 1.0582 0.99 0.99 1.17 1.0582 2.5853 40.9 100.0 100.0 TRUE 3.17H65+H64 H65 9.89 1.83 H64 9.05 0.99 168.3 0.005 6 1 0.013 0.0290 0.15 0.15 0.50 0.0294 0.3963 7.3 100.0 100.0 TRUE 3.17 2035 PWWF Model Results.xlsx Page 6 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
324
Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
H66+H65 H66 9.89 2.09 H65 9.89 1.83 51.4 0.005 6 1 0.013 0.0290 0.15 0.90 0.50 0.0294 0.3989 7.3 100.0 22.2 TRUE 3.17H67+H66 H67 9.89 2.32 H66 9.89 2.09 46 0.005 6 1 0.013 0.0100 0.05 0.77 0.50 0.0100 0.3968 2.5 100.0 8.7 TRUE 3.17H68+H66 H68 9.89 2.42 H66 9.89 2.09 67 0.005 6 1 0.013 0.0190 0.10 1.13 0.50 0.0345 0.3937 4.8 100.0 18.1 TRUE 3.17H69+H68 H69 9.89 2.64 H68 9.89 2.42 45.6 0.005 6 1 0.013 0.0100 0.05 0.76 0.50 0.0110 0.3898 2.6 100.0 8.2 TRUE 3.17H70+H68 H70 9.89 2.67 H68 9.89 2.42 51.2 0.005 6 1 0.013 0.0090 0.05 0.74 0.50 0.0179 0.3921 2.3 100.0 6.2 TRUE 3.17H71+H3 H71 8.35 0.77 H3 8.2 0.7 35 0.002 14 1 0.01 1.0673 1.00 1.00 1.17 1.0672 3.1237 34.2 100.0 100.0 TRUE 3.17H72+H71 H72 9.26 1.54 H71 8.35 0.77 182.4 0.004 6 1 0.013 0.0090 0.05 0.58 0.50 0.0095 0.3646 2.5 100.0 1.5 TRUE 3.17H73+H74 H73 11.36 2.56 H74 11.16 2.34 101 0.002 20 1 0.01 3.7905 3.46 3.46 0.84 3.7905 8.4400 44.9 50.1 50.1 FALSE 3.33H74+H8 H74 11.16 2.34 H8 10.95 2.05 112.9 0.003 20 1 0.01 3.7905 2.55 2.55 1.08 3.7905 9.1668 41.4 64.5 64.5 FALSE 3.28H75+H6 H75 10.09 1.58 H6 8.89 0.99 259.7 0.002 20 1 0.01 3.7905 1.74 1.74 1.67 3.7905 8.6193 44.0 100.0 100.0 TRUE 3.23I3+I35 I3 1.69 -3.99 I35 1.2 -4.42 133 0.003 30 1 0.01 5.9131 1.20 1.20 2.50 5.9131 30.3207 19.5 100.0 100.0 TRUE 0.55I4+I3 I4 1.84 -3.31 I3 1.69 -3.56 242.6 0.001 18 1 0.013 5.9131 3.35 3.35 1.50 5.9131 3.3716 175.4 100.0 100.0 TRUE 0.57I5+I31 I5 3.41 -3.19 I31 2.94 -3.23 135 0 18 1 0.013 5.9028 3.34 3.34 1.50 5.9028 1.8081 326.5 100.0 100.0 TRUE 1.66I6+I5 I6 4.62 -3.08 I5 3.41 -3.19 410.7 0 18 1 0.013 5.9025 3.34 3.34 1.50 5.9025 1.7191 343.4 100.0 100.0 TRUE 2.86I7+I37 I7 5.18 -2.32 I37 4.72 -2.94 210.5 0.003 30 1 0.01 4.9593 1.01 1.01 2.50 4.9593 28.9378 17.1 100.0 100.0 TRUE 3.03I8+I7 I8 6.15 -1.45 I7 5.18 -2.32 238.1 0.004 30 1 0.01 4.9522 1.01 1.01 2.50 4.9522 32.2300 15.4 100.0 100.0 TRUE 3.05I9+I8 I9 5.69 -1.31 I8 6.15 -1.45 154.7 0.001 30 1 0.01 4.9392 1.01 1.01 2.50 4.9392 16.0402 30.8 100.0 100.0 TRUE 3.07I10+I9 I10 7.26 -0.74 I9 5.69 -1.31 221.1 0.003 24 1 0.01 4.9268 1.57 1.57 2.00 4.9268 14.9310 33.0 100.0 100.0 TRUE 3.09I11+I10 I11 8.07 -0.03 I10 7.26 -0.74 379.8 0.002 24 1 0.01 4.9266 1.57 1.57 2.00 4.9266 12.7144 38.7 100.0 100.0 TRUE 3.12I12+I6 I12 4.46 -2.19 I6 4.62 -2.83 338.5 0.002 12 1 0.013 0.9212 1.17 1.41 1.00 1.1089 1.5492 59.5 100.0 100.0 TRUE 3.04I13+I12 I13 5.54 -1.56 I12 4.46 -2.14 319.8 0.002 12 1 0.013 0.9209 1.17 1.42 1.00 1.1138 1.5173 60.7 100.0 100.0 TRUE 3.16I14+I13 I14 4.22 -0.83 I13 5.54 -1.51 443.5 0.002 12 1 0.013 0.6449 0.82 1.11 1.00 0.8729 1.3950 46.2 100.0 100.0 TRUE 3.22I15+I14 I15 5.32 -0.53 I14 4.22 -0.78 386 0.001 12 1 0.013 0.6448 0.82 1.12 1.00 0.8781 0.9066 71.1 100.0 100.0 TRUE 3.25I16+I6 I16 4.85 0.96 I6 4.62 -2.38 492.8 0.007 8 1 0.013 0.0097 0.03 0.03 0.67 0.0097 0.9948 1.0 100.0 100.0 TRUE 2.86I17+I7 I17 5.54 1.51 I7 5.18 -1.27 525.8 0.005 6 1 0.013 0.0050 0.03 0.56 0.50 0.0054 0.4080 1.2 100.0 1.3 TRUE 3.03I18+I8 I18 5.2 1.01 I8 6.15 -0.65 236.8 0.007 6 1 0.013 0.0088 0.05 0.12 0.50 0.0147 0.4697 1.9 100.0 60.2 TRUE 3.05I19+I18 I19 6.48 1.59 I18 5.2 1.11 238.8 0.002 6 1 0.013 0.0050 0.03 0.61 0.50 0.0052 0.2516 2.0 100.0 3.5 TRUE 3.05I20+I9 I20 5.86 1.26 I9 5.69 -0.81 278.4 0.007 6 1 0.013 0.0050 0.03 0.57 0.50 0.0075 0.4838 1.0 100.0 1.4 TRUE 3.07I21+I24 I21 7.17 1.52 I24 7 -0.08 364.1 0.004 6 1 0.013 0.1970 1.00 1.01 0.50 0.1985 0.3719 53.0 100.0 100.0 TRUE 4.37I22+I23 I22 8.69 3.44 I23 8.52 3.17 44.5 0.006 6 1 0.013 0.0590 0.30 0.30 0.50 0.0593 0.4372 13.5 100.0 100.0 TRUE 4.81I23+I27 I23 8.52 3.12 I27 8.3 2.86 80.1 0.003 6 1 0.013 0.1280 0.65 0.65 0.50 0.1286 0.3197 40.0 100.0 100.0 TRUE 4.81I24+I13 I24 7 -0.08 I13 5.54 -0.56 236.9 0.002 6 1 0.013 0.2759 1.40 1.42 0.50 0.2791 0.2526 109.3 100.0 100.0 TRUE 3.85I25+I24 I25 7 0.22 I24 7 -0.08 153.5 0.002 6 1 0.013 0.0789 0.40 0.45 0.50 0.0816 0.2480 31.8 100.0 87.6 TRUE 3.86I26+I23 I26 9.29 4.04 I23 8.52 3.27 153.5 0.005 6 1 0.013 0.0690 0.35 1.19 0.50 0.0692 0.3974 17.4 100.0 33.7 TRUE 4.81I27+I28 I27 8.3 2.86 I28 8.04 2.57 89.9 0.003 6 1 0.013 0.1280 0.65 1.30 0.50 0.1290 0.3188 40.2 100.0 50.3 TRUE 4.81I28+I21 I28 8.04 2.57 I21 7.17 1.57 311.5 0.003 6 1 0.013 0.1970 1.00 1.01 0.50 0.1982 0.3179 62.0 100.0 100.0 TRUE 4.81I29+I28 I29 8.81 3.34 I28 8.04 2.57 153.5 0.005 6 1 0.013 0.0690 0.35 1.12 0.50 0.0704 0.3974 17.4 100.0 35.7 TRUE 4.81I31+I4 I31 2.94 -3.23 I4 1.84 -3.31 321.1 0 18 1 0.013 5.9130 3.35 3.35 1.50 5.9130 1.6581 356.6 100.0 100.0 TRUE 1.38I32+I31 I32 3.97 -2.18 I31 2.94 -3.23 207.6 0.005 6 1 0.013 0.0100 0.05 0.60 0.50 0.0114 0.3990 2.5 100.0 1.6 TRUE 1.38I33+I32 I33 4.43 -1.73 I32 3.97 -2.18 90.2 0.005 6 1 0.013 0.0050 0.03 0.60 0.50 0.0050 0.3963 1.3 100.0 3.1 TRUE 1.38I34+I32 I34 4.56 -1.6 I32 3.97 -2.18 117.2 0.005 6 1 0.013 0.0050 0.03 0.62 0.50 0.0051 0.3947 1.3 100.0 3.6 TRUE 1.38I35+I36 I35 1.2 -4.42 I36 1.7 -4.47 11.4 0.004 24 1 0.01 2.8014 0.89 0.89 2.00 2.8014 19.4782 14.4 100.0 100.0 TRUE 0.49I35+T19 I35 1.2 -4.42 T19 2.23 -4.72 55.4 0.005 24 1 0.01 3.1121 0.99 0.99 2.00 3.1121 21.6427 14.4 100.0 100.0 TRUE 0.53I36+T36 I36 1.7 -4.47 T36 2.125 -4.74 47.3 0.006 24 1 0.01 2.8014 0.89 0.89 2.00 2.8014 22.2278 12.6 100.0 100.0 TRUE 0.49I37+I6 I37 4.72 -2.94 I6 4.62 -3.08 48.5 0.003 15 1 0.013 4.9596 4.04 4.04 1.25 4.9596 3.4711 142.9 100.0 100.0 TRUE 3.01J5+J16 J5 4.44 -1.06 J16 3.8 -2.17 275.2 0.004 8 1 0.01 0.0772 0.22 0.22 0.67 0.0772 0.9977 7.7 100.0 100.0 TRUE 0.60J6+J5 J6 5.85 0.6 J5 4.44 -0.96 558.5 0.003 6 1 0.013 0.0772 0.39 0.97 0.50 0.0772 0.2965 26.0 100.0 42.6 TRUE 0.82J7+J6 J7 5.96 1.9 J6 5.85 1.02 441.1 0.002 6 1 0.013 0.0227 0.70 0.70 0.11 0.0230 0.2506 9.1 22.3 22.5 FALSE 2.02J8+J6 J8 7.5 2.81 J6 5.85 0.7 442.1 0.005 6 1 0.013 0.0545 0.99 0.99 0.16 0.0545 0.3876 14.1 32.4 32.4 FALSE 2.97J9+J8 J9 8.19 3.23 J8 7.5 2.81 400.5 0.001 6 1 0.013 0.0545 0.56 0.71 0.25 0.0562 0.1817 30.0 49.3 42.4 FALSE 3.48J10+J9 J10 9.91 4.26 J9 8.19 3.34 299.8 0.003 6 1 0.013 0.0545 0.83 0.94 0.18 0.0594 0.3108 17.5 36.9 35.7 FALSE 4.46J11+J15 J11 1.31 -2.3 J15 2.31 -3.24 199.7 0.005 8 1 0.013 0.0292 0.08 0.08 0.67 0.0292 0.8290 3.5 100.0 100.0 TRUE 0.54J12+J11 J12 1.94 -1.61 J11 1.31 -2.2 299.4 0.002 8 1 0.013 0.0290 0.08 0.63 0.67 0.0291 0.5364 5.4 100.0 19.1 TRUE 0.54J13+J12 J13 2.73 -0.51 J12 1.94 -1.51 298.6 0.003 8 1 0.013 0.0291 0.08 0.08 0.67 0.0291 0.6993 4.2 100.0 100.0 TRUE 0.54J14+J13 J14 3.27 -0.03 J13 2.73 -0.41 190 0.002 8 1 0.013 0.0290 0.08 0.08 0.67 0.0290 0.5404 5.4 100.0 100.0 TRUE 0.54J15+T20 J15 2.31 -3.49 T20 2.72 -4.06 82.7 0.007 7.6 1 0.01 0.0296 0.10 0.10 0.63 0.0296 1.1178 2.6 100.0 100.0 TRUE 0.54J16+J17 J16 3.8 -2.17 J17 3.3 -3.02 210.2 0.004 7.6 1 0.01 0.0772 0.25 0.25 0.63 0.0772 0.8560 9.0 100.0 100.0 TRUE 0.60J17+J18 J17 3.3 -3.02 J18 2.4 -3.24 45 0.005 8 1 0.01 0.0772 0.22 0.22 0.67 0.0772 1.0983 7.0 100.0 100.0 TRUE 0.60J18+T21 J18 2.4 -3.24 T21 3.07 -3.99 63 0.012 8 1 0.01 0.0772 0.22 0.22 0.67 0.0772 1.7140 4.5 100.0 100.0 TRUE 0.60K1+T16 K1 2.25 -6.28 T16 2.25 -6.5 30.8 0.007 18 1 0.01 2.5500 1.44 1.66 1.50 2.9331 11.5437 22.1 100.0 100.0 TRUE 0.21K2+K38 K2 3.35 -5.2 K38 2.67 -5.61 193.7 0.002 18 1 0.01 2.5498 1.44 1.66 1.50 2.9334 6.2817 40.6 100.0 100.0 TRUE 0.26 2035 PWWF Model Results.xlsx Page 7 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
325
Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
K3+K2 K3 4.05 -4.8 K2 3.35 -5.2 189.7 0.002 18 1 0.01 2.5498 1.44 1.66 1.50 2.9338 6.2704 40.7 100.0 100.0 TRUE 0.27K4+K43 K4 3.55 -4.28 K43 3.81 -4.75 204.6 0.002 18 1 0.01 2.5398 1.44 1.65 1.50 2.9242 6.5448 38.8 100.0 100.0 TRUE 0.29K5+K4 K5 3.31 -3.71 K4 3.55 -4.28 248.1 0.002 18 1 0.01 1.4440 0.82 1.04 1.50 1.8303 6.5445 22.1 100.0 100.0 TRUE 0.30K6+K5 K6 4.44 -2.86 K5 3.31 -3.71 251.1 0.003 18 1 0.01 1.4053 0.80 1.02 1.50 1.7965 7.9454 17.7 100.0 100.0 TRUE 0.31K7+K6 K7 3.35 -1.85 K6 4.44 -2.66 362.1 0.002 8 1 0.013 0.0200 0.06 0.06 0.67 0.0201 0.5715 3.5 100.0 100.0 TRUE 0.31K8+K7 K8 2.87 -1.18 K7 3.35 -1.85 355.5 0.002 8 1 0.013 0.0200 0.06 0.66 0.67 0.0202 0.5246 3.8 100.0 14.2 TRUE 0.31K9+K8 K9 3.87 -0.58 K8 2.87 -1.18 355.9 0.002 8 1 0.013 0.0200 0.09 0.71 0.40 0.0222 0.4961 4.0 59.6 14.4 TRUE 0.31K10+K9 K10 4.11 0.11 K9 3.87 -0.48 155.5 0.004 6 1 0.013 0.0100 0.73 0.73 0.04 0.0100 0.3456 2.9 7.3 7.4 TRUE 0.31K11+K5 K11 3.67 -2.23 K5 3.31 -2.99 369.8 0.002 6 1 0.013 0.0205 0.10 0.72 0.50 0.0217 0.2544 8.1 100.0 21.1 TRUE 0.30K12+K11 K12 3.54 -0.86 K11 3.67 -2.08 353.5 0.003 6 1 0.013 0.0205 0.10 0.92 0.50 0.0255 0.3296 6.2 100.0 11.7 TRUE 0.30K13+K12 K13 2.97 0.27 K12 3.54 -0.86 362 0.003 6 1 0.013 0.0205 0.87 0.90 0.09 0.0214 0.3135 6.5 17.7 17.8 TRUE 0.37K14+K13 K14 3.19 0.45 K13 2.97 0.27 90.4 0.002 6 1 0.013 0.0205 0.75 0.77 0.10 0.0216 0.2503 8.2 19.7 19.9 FALSE 0.58K15+K9 K15 3.43 -0.33 K9 3.87 -0.48 73.9 0.002 6 1 0.013 0.0100 0.79 0.79 0.05 0.0100 0.2528 4.0 9.7 9.7 TRUE 0.31K16+K4 K16 3.55 -2.65 K4 3.55 -3.45 273.7 0.003 6 1 0.013 0.0205 0.10 1.06 0.50 0.0456 0.3033 6.8 100.0 13.3 TRUE 0.29K17+K16 K17 2.92 -1.88 K16 3.55 -2.6 267.2 0.003 6 1 0.013 0.0205 0.10 0.65 0.50 0.0205 0.2912 7.0 100.0 1.9 TRUE 0.29K18+K17 K18 3.64 -1.31 K17 2.92 -1.88 268.7 0.002 6 1 0.013 0.0205 0.10 1.03 0.50 0.0341 0.2584 7.9 100.0 14.4 TRUE 0.29K19+K18 K19 3.25 -0.65 K18 3.64 -1.31 272 0.002 6 1 0.013 0.0205 0.11 0.73 0.46 0.0205 0.2764 7.4 92.0 20.0 TRUE 0.29K20+K19 K20 2.67 -0.53 K19 3.25 -0.6 134.6 0.001 6 1 0.013 0.0205 0.63 0.94 0.11 0.0205 0.1279 16.0 22.3 13.5 TRUE 0.29K21+K3 K21 3.15 -2.1 K3 4.05 -4.25 246.4 0.009 6 1 0.013 0.0100 0.05 0.65 0.50 0.0207 0.5241 1.9 100.0 1.9 TRUE 0.27K22+K21 K22 3.29 -1.16 K21 3.15 -2.05 256.2 0.003 6 1 0.013 0.0050 0.03 0.69 0.50 0.0050 0.3307 1.5 100.0 6.7 TRUE 0.27K23+K22 K23 3.52 -0.91 K22 3.29 -1.11 99.5 0.002 6 1 0.013 0.0050 0.03 0.66 0.50 0.0050 0.2515 2.0 100.0 5.4 TRUE 0.27K24+K21 K24 3.55 -1.7 K21 3.15 -2 148.6 0.002 6 1 0.013 0.0050 0.03 0.65 0.50 0.0050 0.2521 2.0 100.0 5.1 TRUE 0.27K25+K44 K25 3.6 -1.7 K44 3.23 -2.92 346.2 0.004 6 1 0.01 0.0160 0.08 0.93 0.50 0.0186 0.4330 3.7 100.0 13.5 TRUE 0.30K26+K6 K26 4.36 -1.29 K6 4.44 -2.76 293.6 0.005 6 1 0.013 0.0000 0.00 0.44 0.50 0.0172 0.3970 0.0 100.0 25.4 TRUE 0.31K27+K26 K27 3.95 -0.6 K26 4.36 -1.29 199.5 0.003 6 1 0.013 0.0000 0.00 0.53 0.50 0.0246 0.3300 0.0 100.0 28.6 TRUE 0.31K28+K4 K28 3.27 -4 K4 3.55 -4.1 242 0 10 1 0.013 1.0751 1.97 1.97 0.83 1.0756 0.4454 241.4 100.0 100.0 TRUE 0.30K30+K31 K30 3.78 -3.21 K31 3.08 -3.43 108.2 0.002 8 1 0.013 0.1208 0.35 0.35 0.67 0.1210 0.5449 22.2 100.0 100.0 TRUE 0.30K31+L1 K31 3.08 -3.43 L1 2.82 -3.73 147.8 0.002 8 1 0.013 0.1208 0.35 0.35 0.67 0.1210 0.5443 22.2 100.0 100.0 TRUE 0.30K32+K30 K32 3.16 -2.76 K30 3.78 -3.21 226.9 0.002 8 1 0.013 0.1190 0.34 0.34 0.67 0.1191 0.5381 22.1 100.0 100.0 TRUE 0.31K33+K32 K33 2.74 -2.37 K32 3.16 -2.76 130.8 0.003 6 1 0.013 0.0595 0.30 0.87 0.50 0.0595 0.3064 19.4 100.0 38.1 TRUE 0.31K34+K33 K34 3.08 -1.54 K33 2.74 -2.37 278.4 0.003 6 1 0.013 0.0595 0.30 0.86 0.50 0.0596 0.3064 19.4 100.0 38.3 TRUE 0.31K35+K34 K35 2.78 -0.7 K34 3.08 -1.54 279.8 0.003 6 1 0.013 0.0595 0.30 1.34 0.50 0.0859 0.3074 19.4 100.0 36.2 TRUE 0.31K36+K35 K36 2.75 0.15 K35 2.78 -0.7 281.5 0.003 6 1 0.013 0.0595 0.86 0.86 0.19 0.0598 0.3083 19.3 38.2 38.2 TRUE 0.36K37+K32 K37 2.51 -1.01 K32 3.16 -2.76 350.2 0.005 6 1 0.013 0.0595 0.30 1.03 0.50 0.0595 0.3966 15.0 100.0 33.6 TRUE 0.31K38+K39 K38 2.67 -5.61 K39 2.49 -5.63 7.8 0.003 18 1 0.01 2.5499 1.44 1.66 1.50 2.9333 6.9194 36.9 100.0 100.0 TRUE 0.25K39+K40 K39 2.49 -5.63 K40 2.25 -6.24 249.4 0.002 18 1 0.01 2.5499 1.44 1.66 1.50 2.9332 6.7531 37.8 100.0 100.0 TRUE 0.23K40+K1 K40 2.25 -6.24 K1 2.25 -6.28 5.6 0.007 18 1 0.01 2.5499 1.44 1.66 1.50 2.9330 11.4992 22.2 100.0 100.0 TRUE 0.22K41+K42 K41 5.23 -2.2 K42 7.35 -2.73 191.9 0.003 18 1 0.01 1.3857 0.78 1.00 1.50 1.7739 7.1761 19.3 100.0 100.0 TRUE 0.32K42+K6 K42 7.35 -2.73 K6 4.44 -2.86 36.7 0.004 12 2 0.01 1.3840 0.88 1.13 1.00 1.7761 5.5095 25.1 100.0 100.0 TRUE 0.31K43+K3 K43 3.81 -4.75 K3 4.05 -4.8 23.5 0.002 18 1 0.01 2.5398 1.44 1.65 1.50 2.9240 6.2985 40.3 100.0 100.0 TRUE 0.28K44+K5 K44 3.23 -2.92 K5 3.31 -3.09 30 0.006 6 1 0.013 0.0160 0.08 1.00 0.50 0.0376 0.4224 3.8 100.0 24.7 TRUE 0.30L1+L21 L1 2.82 -3.73 L21 2.74 -3.95 223.2 0.001 10 1 0.013 1.0751 1.97 1.97 0.83 1.0757 0.6879 156.3 100.0 100.0 TRUE 0.30L2+L1 L2 2.72 -3.28 L1 2.82 -3.73 178.7 0.003 10 1 0.013 0.9543 1.75 1.75 0.83 0.9547 1.0993 86.8 100.0 100.0 TRUE 0.31L3+L2 L3 2.93 -3.17 L2 2.72 -3.28 83.4 0.001 10 1 0.013 0.9543 1.75 1.75 0.83 0.9547 0.7957 119.9 100.0 100.0 TRUE 0.31L4+L3 L4 3.39 -2.3 L3 2.93 -3.12 247.6 0.003 10 1 0.013 0.5072 0.93 0.93 0.83 0.5074 1.2607 40.2 100.0 100.0 TRUE 0.31L5+L47 L5 4.17 -1.38 L47 3.21 -2.04 276.3 0.002 6 1 0.013 0.0680 0.35 0.86 0.50 0.0680 0.2742 24.8 100.0 42.5 TRUE 0.32L6+L5 L6 4.69 -0.51 L5 4.17 -1.38 214.9 0.004 6 1 0.013 0.0340 0.17 0.95 0.50 0.0340 0.3570 9.5 100.0 23.7 TRUE 0.32L7+L6 L7 5.31 -0.39 L6 4.69 -0.51 260.6 0 6 1 0.013 0.0340 0.47 0.47 0.20 0.0340 0.1204 28.2 39.5 39.5 TRUE 0.32L8+L7 L8 5.39 -0.24 L7 5.31 -0.39 72.8 0.002 6 1 0.013 0.0340 0.64 0.64 0.16 0.0340 0.2547 13.4 31.5 31.5 TRUE 0.32L9+L4 L9 3.42 -1.78 L4 3.39 -2.05 162.3 0.002 6 1 0.013 0.2352 1.20 1.20 0.50 0.2353 0.2288 102.8 100.0 100.0 TRUE 0.31L10+K27 L10 3.59 0.24 K27 3.95 -0.55 197.2 0.004 6 1 0.013 0.0000 0.00 0.49 0.00 0.0250 0.3551 0.0 0.0 30.7 TRUE 0.31L10+L9 L10 3.59 -0.76 L9 3.42 -1.78 274.7 0.004 6 1 0.013 0.0694 0.35 1.03 0.50 0.0696 0.3419 20.3 100.0 37.6 TRUE 0.32L11+L10 L11 4.97 0.57 L10 3.59 -0.56 359.8 0.003 6 1 0.013 0.0696 0.96 0.96 0.20 0.0696 0.3144 22.1 39.7 39.7 TRUE 0.77L12+L11 L12 4.97 0.62 L11 4.97 0.57 81.8 0.001 6 1 0.013 0.0536 0.88 0.88 0.17 0.0536 0.1387 38.7 34.9 34.9 FALSE 0.88L13+L9 L13 4.47 -0.58 L9 3.42 -1.73 310.9 0.004 6 1 0.013 0.1658 0.84 0.84 0.50 0.1658 0.3412 48.6 100.0 100.0 TRUE 0.32L14+L13 L14 5.25 0.6 L13 4.47 -0.58 301.6 0.004 6 1 0.013 0.1658 1.52 1.52 0.27 0.1658 0.3509 47.2 54.2 54.2 TRUE 0.87L15+L14 L15 6.17 1.92 L14 5.25 0.6 310.2 0.004 6 1 0.013 0.1658 1.57 1.57 0.26 0.1658 0.3660 45.3 52.9 52.9 FALSE 2.19L16+L15 L16 7.37 2.67 L15 6.17 1.92 311.1 0.002 6 1 0.013 0.1658 1.26 1.26 0.32 0.1658 0.2755 60.2 63.3 63.3 FALSE 2.99L17+L16 L17 7.38 3.53 L16 7.37 2.67 236.3 0.004 6 1 0.013 0.1600 1.48 1.48 0.27 0.1600 0.3385 47.3 54.1 54.1 FALSE 3.80L18+L17 L18 8.22 4.37 L17 7.38 3.53 330.9 0.003 6 1 0.013 0.1600 1.27 1.27 0.31 0.1600 0.2827 56.6 61.0 61.0 FALSE 4.68L19+L18 L19 9.56 5.51 L18 8.22 4.37 332.7 0.003 6 1 0.013 0.1600 1.43 1.45 0.28 0.1610 0.3284 48.7 55.5 55.3 FALSE 5.80 2035 PWWF Model Results.xlsx Page 8 of 12
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Last Printed: 5/12/2025
326
Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
L20+L16 L20 8.52 2.97 L16 7.37 2.77 101.4 0.002 6 1 0.013 0.0058 0.15 0.69 0.12 0.0058 0.2492 2.3 24.5 6.3 FALSE 3.01L21+K28 L21 2.74 -3.95 K28 3.27 -4 68.3 0.001 10 1 0.013 1.0751 1.97 1.97 0.83 1.0757 0.5929 181.3 100.0 100.0 TRUE 0.30L22+L3 L22 3.32 -0.13 L3 2.93 -2.72 365.6 0.007 6 1 0.013 0.0255 0.13 0.54 0.50 0.0256 0.4722 5.4 100.0 29.1 TRUE 0.31L23+L3 L23 3.05 -2.75 L3 2.93 -3.17 351.1 0.001 8 1 0.01 0.4198 1.20 1.20 0.67 0.4199 0.5433 77.3 100.0 100.0 TRUE 0.31L24+L23 L24 2.38 -2.17 L23 3.05 -2.75 386.3 0.002 8 1 0.01 0.4198 1.20 1.20 0.67 0.4199 0.6087 69.0 100.0 100.0 TRUE 0.32L25+L24 L25 3.54 -1.91 L24 2.38 -2.17 342 0.001 8 1 0.01 0.4198 1.20 1.20 0.67 0.4198 0.4331 96.9 100.0 100.0 TRUE 0.32L26+L25 L26 3.77 -1.38 L25 3.54 -1.91 215.6 0.002 8 1 0.013 0.2820 0.81 0.81 0.67 0.2820 0.5991 47.1 100.0 100.0 TRUE 0.32L27+L26 L27 3.7 -0.86 L26 3.77 -1.38 260.1 0.002 8 1 0.013 0.1580 0.46 0.46 0.64 0.1580 0.5403 29.2 96.4 96.4 TRUE 0.32L28+L27 L28 3.81 0.26 L27 3.7 -0.86 362.9 0.003 6 1 0.013 0.0790 1.01 1.01 0.21 0.0790 0.3117 25.3 41.8 41.8 TRUE 0.47L29+L28 L29 4.59 1.14 L28 3.81 0.26 366 0.002 6 1 0.013 0.0790 0.92 0.92 0.22 0.0790 0.2751 28.7 44.8 44.8 FALSE 1.39L30+L27 L30 3.71 -0.19 L27 3.7 -0.86 236 0.003 6 1 0.013 0.0790 0.98 0.99 0.21 0.0798 0.2989 26.4 42.9 43.0 TRUE 0.32L31+L30 L31 4.39 0.64 L30 3.71 -0.19 178.8 0.005 6 1 0.013 0.0790 1.20 1.41 0.18 0.0902 0.3823 20.7 36.9 36.1 TRUE 0.84L32+L31 L32 5.42 1.62 L31 4.39 0.64 293.5 0.003 6 1 0.013 0.0790 1.04 1.04 0.21 0.0790 0.3242 24.4 41.2 41.2 FALSE 1.83L33+L32 L33 5.85 1.8 L32 5.42 1.62 90.7 0.002 6 1 0.013 0.0790 0.90 0.90 0.23 0.0790 0.2500 31.6 45.8 45.8 FALSE 2.06L34+L26 L34 4.66 -0.24 L26 3.77 -1.28 287.3 0.004 6 1 0.013 0.1240 1.32 1.32 0.24 0.1240 0.3376 36.7 48.4 48.4 TRUE 0.32L35+L34 L35 5.3 0.7 L34 4.66 -0.24 253.5 0.004 6 1 0.013 0.1100 1.26 1.26 0.23 0.1100 0.3417 32.2 45.6 45.6 TRUE 0.93L36+L35 L36 5.75 1.65 L35 5.3 0.7 277.7 0.003 6 1 0.013 0.1100 1.22 1.27 0.23 0.1126 0.3282 33.5 46.6 46.1 FALSE 1.89L37+L36 L37 6.21 2.76 L36 5.75 1.65 322.8 0.003 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.3290 0.0 0.0 0.0 FALSE 2.76L37+L38 L37 6.21 2.76 L38 5.64 2.24 210.4 0.002 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.2789 0.0 0.0 0.0 FALSE 2.76L38+L39 L38 5.64 2.24 L39 4.89 1.54 215.2 0.003 6 1 0.013 0.1200 1.26 1.42 0.24 0.1326 0.3200 37.5 48.8 48.2 FALSE 2.49L39+L40 L39 4.89 1.54 L40 4.16 0.81 345.7 0.002 6 1 0.013 0.1200 1.06 1.06 0.28 0.1200 0.2578 46.6 55.9 55.9 FALSE 1.82L40+L42 L40 4.16 0.61 L42 3.25 0.2 345.8 0.001 8 1 0.013 0.1250 0.88 0.88 0.29 0.1250 0.4161 30.0 42.8 42.8 FALSE 0.90L41+L40 L41 6.09 0.95 L40 4.16 0.81 70.6 0.002 6 1 0.013 0.0050 0.64 0.64 0.02 0.0050 0.2499 2.0 4.7 4.7 FALSE 0.98L42+L43 L42 3.25 0.2 L43 2.56 -0.34 330.1 0.002 8 1 0.013 0.1250 0.98 0.98 0.26 0.1250 0.4887 25.6 39.3 39.3 FALSE 0.46L43+L44 L43 2.56 -0.34 L44 3.5 -0.85 334.4 0.002 8 1 0.013 0.1250 0.96 0.96 0.27 0.1250 0.4719 26.5 40.1 40.1 TRUE 0.32L44+L45 L44 3.5 -0.85 L45 2.57 -1.33 238.4 0.002 8 1 0.013 0.1250 0.36 1.06 0.66 0.1250 0.5422 23.1 99.6 37.2 TRUE 0.32L45+L25 L45 2.57 -1.38 L25 3.54 -1.76 201.8 0.002 8 1 0.013 0.1378 0.39 0.39 0.67 0.1378 0.5244 26.3 100.0 100.0 TRUE 0.32L46+L45 L46 2.92 -0.93 L45 2.57 -1.23 136 0.002 6 1 0.013 0.0128 0.07 0.95 0.50 0.0221 0.2635 4.9 100.0 13.5 TRUE 0.32L47+L4 L47 3.21 -2.04 L4 3.39 -2.3 88 0.003 8 1 0.013 0.2720 0.78 0.78 0.67 0.2720 0.6568 41.4 100.0 100.0 TRUE 0.31L48+L47 L48 3.22 -1.35 L47 3.21 -2.04 228.9 0.003 8 1 0.013 0.2040 0.58 1.50 0.67 0.2040 0.6635 30.7 100.0 41.4 TRUE 0.32L49+L48 L49 4.08 -1.2 L48 3.22 -1.35 233.3 0.001 8 1 0.013 0.2040 0.58 0.99 0.67 0.2040 0.3064 66.6 100.0 56.9 TRUE 0.32L50+L49 L50 4.26 -0.68 L49 4.08 -1.2 223.6 0.002 8 1 0.013 0.2040 0.71 1.35 0.51 0.2040 0.5827 35.0 76.6 44.6 TRUE 0.32L51+L50 L51 3.85 -0.28 L50 4.26 -0.68 79.7 0.005 6 1 0.013 0.0077 0.27 0.69 0.10 0.0085 0.3975 1.9 20.3 5.7 TRUE 0.32L52+L50 L52 4.54 -0.36 L50 4.26 -0.68 223.9 0.001 6 1 0.013 0.1963 1.17 1.17 0.40 0.1963 0.2121 92.5 79.9 79.9 TRUE 0.32L53+L52 L53 5.4 0.6 L52 4.54 -0.36 218.4 0.004 6 1 0.013 0.1963 1.69 1.69 0.29 0.1963 0.3720 52.8 57.2 57.2 TRUE 0.89L54+L53 L54 6.47 2.07 L53 5.4 0.6 369.4 0.004 6 1 0.013 0.0935 1.21 1.21 0.21 0.0935 0.3539 26.4 41.6 41.6 FALSE 2.28L55+L54 L55 6.53 2.37 L54 6.47 2.07 148.7 0.002 6 1 0.013 0.0425 0.62 0.62 0.19 0.0425 0.2520 16.9 38.0 38.0 FALSE 2.57L56+L54 L56 7.59 3.34 L54 6.47 2.17 326.7 0.004 6 1 0.013 0.0510 0.84 0.84 0.17 0.0510 0.3357 15.2 34.8 34.8 FALSE 3.52L57+L53 L57 5.49 1.29 L53 5.4 0.65 202.8 0.003 6 1 0.013 0.1028 1.16 1.16 0.23 0.1028 0.3152 32.6 46.0 46.0 FALSE 1.52L58+L57 L58 6.75 2.35 L57 5.49 1.29 295.3 0.004 6 1 0.013 0.1028 1.21 1.34 0.22 0.1060 0.3361 30.6 44.8 42.2 FALSE 2.57L59+L58 L59 7.91 3.31 L58 6.75 2.35 250 0.004 6 1 0.013 0.1028 1.24 1.24 0.22 0.1028 0.3477 29.6 43.9 43.9 FALSE 3.53L60+L59 L60 8.08 3.53 L59 7.91 3.31 108.8 0.002 6 1 0.013 0.1028 1.02 1.02 0.26 0.1028 0.2523 40.7 51.1 51.1 FALSE 3.79L61+L5 L61 4.57 -0.73 L5 4.17 -1.13 152.5 0.003 6 1 0.013 0.0340 0.17 0.71 0.50 0.0340 0.2874 11.8 99.8 29.3 TRUE 0.32L62+L34 L62 4.95 0.45 L34 4.66 -0.19 146.7 0.004 6 1 0.013 0.0140 0.66 0.75 0.08 0.0157 0.3705 3.8 16.4 16.2 TRUE 0.52M2+M44 M2 5.62 0.3 M44 5.62 0.22 42.2 0.002 8 1 0.013 0.6448 1.85 2.84 0.67 0.9005 0.5262 122.5 100.0 85.1 TRUE 3.26M2+N1 M2 5.62 2.62 N1 5.32 2.32 82 0.004 12 1 0.013 0.2028 0.63 1.65 0.43 0.5982 2.1554 9.4 43.1 46.9 FALSE 3.26M3+M2 M3 6.98 1.33 M2 5.62 0.3 379.8 0.003 8 1 0.013 0.8823 2.53 2.62 0.67 0.9165 0.6293 140.2 100.0 100.0 TRUE 5.31M4+M31 M4 9.9 3 M31 7 2.52 142.5 0.003 8 1 0.013 0.6022 1.72 1.98 0.67 0.6931 0.7012 85.9 100.0 100.0 TRUE 7.59M5+M4 M5 11.95 3.9 M4 9.9 3.05 372.5 0.002 8 1 0.013 0.6022 1.72 2.00 0.67 0.6993 0.5772 104.3 100.0 100.0 TRUE 8.52M6+M46 M6 12.3 6.22 M46 12.8 6.1 50.4 0.002 16 1 0.01 0.1903 1.54 1.54 0.19 0.1906 4.8649 3.9 14.4 14.4 FALSE 6.42M7+M36 M7 12.4 6.45 M36 7.3 3.24 79.9 0.04 10 1 0.01 0.3680 3.08 3.08 0.15 0.3681 5.7102 6.4 17.8 17.8 FALSE 6.60M7+M45 M7 12.4 6.45 M45 12.36 6.35 46.6 0.002 12 2 0.01 0.1903 1.25 1.25 0.15 0.1905 4.2891 4.4 15.3 15.3 FALSE 6.61M8+M7 M8 14.41 7.71 M7 12.4 6.45 192.5 0.007 16 1 0.01 0.5583 3.19 3.19 0.24 0.5584 8.0706 6.9 18.3 18.3 FALSE 7.96M12+M40 M12 14.95 7.4 M40 13.27 5.72 338.1 0.005 8 1 0.013 0.8295 2.38 2.38 0.67 0.8295 0.8518 97.4 100.0 100.0 TRUE 8.62M13+M12 M13 16.33 8.78 M12 14.95 7.4 276 0.005 8 1 0.013 0.8295 2.38 2.38 0.67 0.8295 0.8544 97.1 100.0 100.0 TRUE 9.94M14+M5 M14 10.14 5.82 M5 11.95 3.95 327.8 0.006 10 1 0.013 0.0200 0.04 0.88 0.83 0.0263 1.6547 1.2 100.0 10.3 TRUE 8.52M16+M8 M16 14.85 8.05 M8 14.41 7.81 19.7 0.012 6 1 0.013 0.0100 0.34 0.80 0.10 0.0100 0.6193 1.6 20.5 9.8 FALSE 8.09M18+M5 M18 12 4.51 M5 11.95 4.2 153.9 0.002 10 1 0.013 -0.2472 -0.45 0.00 0.83 0.0000 0.9833 -25.1 100.0 0.0 TRUE 8.52M19+M18 M19 12.1 4.7 M18 12 4.51 94.8 0.002 10 1 0.013 -0.2472 -0.45 0.09 0.83 0.0116 0.9807 -25.2 100.0 28.2 TRUE 8.52M20+M19 M20 12.2 4.86 M19 12.1 4.7 78 0.002 10 1 0.013 -0.2472 -0.45 0.07 0.83 0.0125 0.9925 -24.9 100.0 37.0 TRUE 8.52M21+M20 M21 12.3 5.45 M20 12.2 4.86 296.6 0.002 10 1 0.013 -0.2472 -0.45 0.06 0.83 0.0180 0.9772 -25.3 100.0 52.9 TRUE 8.52 2035 PWWF Model Results.xlsx Page 9 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
327
Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
M22+M21 M22 12.3 5.54 M21 12.3 5.45 43.3 0.002 10 1 0.013 -0.2472 -0.45 0.06 0.83 0.0188 0.9992 -24.7 100.0 53.2 TRUE 8.52M23+M24 M23 7.5 4.92 M24 7.4 4.53 195 0.002 8 1 0.013 0.2800 0.80 0.80 0.67 0.2802 0.5404 51.8 100.0 100.0 TRUE 7.46M24+M25 M24 7.4 4.56 M25 7.3 4.04 260 0.002 8 1 0.013 0.2800 0.80 0.80 0.67 0.2805 0.5404 51.8 100.0 100.0 TRUE 7.43M25+M26 M25 7.3 4.04 M26 7.3 3.5 270 0.002 8 1 0.013 0.2800 0.80 0.80 0.67 0.2807 0.5404 51.8 100.0 100.0 TRUE 7.37M26+M27 M26 7.3 3.5 M27 7.2 3.25 124.9 0.002 8 1 0.013 0.2800 0.80 0.80 0.67 0.2811 0.5406 51.8 100.0 100.0 TRUE 7.37M27+M29 M27 7.2 3.25 M29 7.1 3.18 35.2 0.002 8 1 0.013 0.2800 0.80 0.81 0.67 0.2815 0.5385 52.0 100.0 100.0 TRUE 7.37M28+N11 M28 7.3 0.37 N11 7.2 -0.1 236.4 0.002 8 1 0.013 0.0109 0.78 0.78 0.04 0.0111 0.5388 2.0 6.7 6.8 FALSE 0.44M29+M31 M29 7.1 3.18 M31 7 2.52 328.8 0.002 8 1 0.01 0.2800 0.80 0.81 0.67 0.2834 0.7038 39.8 100.0 100.0 TRUE 7.37M30+N29 M30 7.3 0.64 N29 7.2 0.13 255.2 0.002 8 1 0.013 0.0109 0.74 0.84 0.06 0.0127 0.5402 2.0 8.7 8.4 FALSE 0.71M31+M3 M31 7 2.52 M3 6.98 1.33 357.1 0.003 8 1 0.013 0.8822 2.53 2.64 0.67 0.9223 0.6975 126.5 100.0 100.0 TRUE 7.29M32+M33 M32 7.3 2.88 M33 7.3 2.49 195 0.002 8 1 0.013 0.5263 1.80 1.80 0.52 0.5263 0.5403 97.4 78.2 78.2 FALSE 3.43M33+M34 M33 7.3 2.49 M34 7.2 1.91 257.5 0.002 8 1 0.013 0.5263 1.77 1.77 0.53 0.5263 0.5735 91.8 79.3 79.3 FALSE 3.03M34+N22 M34 7.2 1.91 N22 7.1 1.4 283.5 0.002 8 1 0.013 0.5386 1.68 1.68 0.58 0.5386 0.5125 105.1 86.6 86.6 FALSE 2.53M35+M34 M35 7.2 2.16 M34 7.2 1.91 124.1 0.002 8 1 0.013 0.0123 0.04 0.74 0.49 0.0123 0.5423 2.3 73.6 9.4 FALSE 2.53M36+M37 M36 7.3 3.24 M37 7.4 2.73 256.7 0.002 8 1 0.013 0.3967 1.60 1.60 0.44 0.3967 0.5386 73.7 66.7 66.7 FALSE 3.69M37+N24 M37 7.4 2.73 N24 7.3 2.21 259.3 0.002 8 1 0.013 0.3967 1.61 1.61 0.44 0.3967 0.5411 73.3 66.5 66.5 FALSE 3.18M38+M39 M38 19.58 12.03 M39 18.79 11.24 157.5 0.005 8 1 0.013 0.8295 2.38 2.42 0.67 0.8404 0.8558 96.9 100.0 97.6 TRUE 12.75M39+M43 M39 18.79 11.24 M43 17.59 10.04 240.5 0.005 8 1 0.013 0.8295 2.38 2.44 0.67 0.8432 0.8535 97.2 100.0 97.1 TRUE 12.05M40+M5 M40 13.27 5.72 M5 11.95 4.4 263 0.005 8 1 0.013 0.8295 2.38 2.38 0.67 0.8295 0.8561 96.9 100.0 100.0 TRUE 8.52M41+M13 M41 16.89 9.34 M13 16.33 8.78 111 0.005 8 1 0.013 0.8295 2.38 2.38 0.67 0.8295 0.8583 96.6 100.0 100.0 TRUE 10.41M42+M41 M42 17.07 9.82 M41 16.89 9.34 37.3 0.013 8 1 0.013 0.8295 2.38 3.86 0.67 0.8317 1.3699 60.6 100.0 59.2 TRUE 10.50M43+M42 M43 17.59 10.04 M42 17.07 9.82 103.8 0.002 8 1 0.013 0.8295 2.38 2.45 0.67 0.8335 0.5563 149.1 100.0 94.0 TRUE 10.92M44+I15 M44 5.62 0.12 I15 5.32 -0.53 61.7 0.011 12 1 0.013 0.6448 0.82 1.12 1.00 0.8829 3.6568 17.6 100.0 100.0 TRUE 3.26M45+M6 M45 12.36 6.35 M6 12.3 6.22 63.5 0.002 16 1 0.01 0.1903 1.47 1.47 0.20 0.1905 4.5115 4.2 14.9 14.9 FALSE 6.55M46+M22 M46 12.8 6.12 M22 12.3 5.54 290.6 0.002 10 1 0.013 -0.2472 -0.45 0.04 0.83 0.0191 0.9788 -25.3 100.0 75.2 TRUE 8.52M46+M32 M46 12.8 6.1 M32 7.3 2.88 76 0.042 10 1 0.01 0.4375 3.48 3.48 0.16 0.4375 5.8625 7.5 19.0 19.0 FALSE 6.27METERING STATION+T2 METERING STATION 0 -14.66 T2 3.04 -14.76 444.9 0 24 1 0.013 12.3724 3.94 4.02 2.00 12.6396 3.3913 364.8 100.0 100.0 TRUE -11.28N1+K41 N1 5.32 -2.08 K41 5.23 -2.2 30.8 0.004 18 1 0.01 1.3856 0.78 1.01 1.50 1.7778 8.5232 16.3 100.0 100.0 TRUE 0.32N2+N1 N2 5.71 -1.39 N1 5.32 -2.08 295.7 0.002 16 1 0.01 1.1831 0.87 0.87 1.24 1.1831 4.8180 24.6 93.4 93.4 TRUE 0.33N3+N21 N3 6 -0.64 N21 6 -0.82 88.8 0.002 16 1 0.01 1.1258 2.78 2.78 0.44 1.1258 4.4899 25.1 33.2 33.2 FALSE 0.34N4+N3 N4 6.14 0.24 N3 6 -0.64 334.7 0.003 16 1 0.01 1.1258 2.87 2.87 0.43 1.1258 5.1141 22.0 32.4 32.4 FALSE 0.68N5+N4 N5 7.28 1.13 N4 6.14 0.29 332.5 0.003 10 1 0.013 0.1905 1.34 1.34 0.26 0.1905 1.1012 17.3 30.7 30.7 FALSE 1.39N6+N5 N6 8.64 1.99 N5 7.28 1.13 332.5 0.003 10 1 0.013 0.1905 1.35 1.35 0.25 0.1905 1.1142 17.1 30.5 30.5 FALSE 2.25N7+N6 N7 9.69 2.84 N6 8.64 1.99 332.7 0.003 10 1 0.013 0.1905 1.35 1.35 0.26 0.1905 1.1074 17.2 30.6 30.6 FALSE 3.10N8+N9 N8 13.8 4.05 N9 11.48 3.68 118.7 0.003 10 1 0.013 0.1905 1.45 1.45 0.24 0.1905 1.2230 15.6 29.1 29.1 FALSE 4.29N9+N7 N9 11.48 3.68 N7 9.69 2.84 284 0.003 10 1 0.013 0.1905 1.42 1.42 0.25 0.1905 1.1916 16.0 29.5 29.5 FALSE 3.93N10+N13 N10 7.1 -0.52 N13 7 -0.88 176 0.002 8 1 0.013 0.0109 0.08 0.78 0.29 0.0109 0.5465 2.0 43.0 8.4 TRUE 0.33N11+N12 N11 7.2 -0.1 N12 7.1 -0.56 227.2 0.002 8 1 0.013 0.0218 0.77 1.14 0.09 0.0391 0.5437 4.0 13.6 13.3 TRUE 0.33N12+N13 N12 7.1 -0.56 N13 7 -0.88 157.9 0.002 8 1 0.013 0.0218 0.14 0.70 0.31 0.0231 0.5440 4.0 46.0 15.1 TRUE 0.33N13+N14 N13 7 -0.88 N14 6 -1.21 167 0.002 8 1 0.013 0.0327 0.10 0.22 0.63 0.0329 0.5371 6.1 94.6 44.8 TRUE 0.33N14+N2 N14 6 -1.21 N2 5.71 -1.39 88.4 0.002 16 1 0.01 1.1831 1.20 1.20 0.88 1.1831 4.5003 26.3 66.3 66.3 TRUE 0.33N15+N16 N15 7.3 0.75 N16 7.2 0.25 251.8 0.002 8 1 0.013 0.0123 0.72 0.96 0.06 0.0360 0.5384 2.3 9.5 8.3 FALSE 0.83N16+N17 N16 7.2 0.25 N17 7.1 -0.21 228.2 0.002 8 1 0.013 0.0123 0.81 0.63 0.05 0.0174 0.5426 2.3 7.6 1.3 FALSE 0.36N17+N20 N17 7.1 -0.27 N20 7 -0.67 197 0.002 8 1 0.013 0.0123 0.25 0.82 0.13 0.0178 0.5445 2.3 19.7 11.3 TRUE 0.34N18+N19 N18 7.2 0.29 N19 7.1 -0.22 255.9 0.002 8 1 0.013 0.0123 0.72 0.87 0.06 0.0235 0.5394 2.3 9.5 7.7 FALSE 0.36N19+N20 N19 7.1 -0.22 N20 7 -0.67 224.1 0.002 8 1 0.013 0.0123 0.34 0.82 0.11 0.0136 0.5415 2.3 15.9 7.7 TRUE 0.34N20+N21 N20 7 -0.67 N21 6 -0.82 72 0.002 8 1 0.013 0.0246 0.11 0.73 0.41 0.0326 0.5516 4.5 60.9 18.5 TRUE 0.34N21+N14 N21 6 -0.82 N14 6 -1.21 195.8 0.002 16 1 0.01 1.1504 1.87 1.87 0.60 1.1504 4.4512 25.8 45.2 45.2 TRUE 0.34N22+N23 N22 7.1 1.4 N23 7.1 0.98 212 0.002 8 1 0.013 0.5386 1.78 1.78 0.54 0.5386 0.5378 100.1 80.7 80.7 FALSE 1.97N23+N28 N23 7.1 0.98 N28 7 0.59 193.2 0.002 8 1 0.013 0.5386 1.86 1.86 0.52 0.5386 0.5430 99.2 77.5 77.5 FALSE 1.54N24+N25 N24 7.3 2.21 N25 7.3 1.98 116.3 0.002 8 1 0.013 0.3967 1.71 1.71 0.42 0.3967 0.5374 73.8 62.9 62.9 FALSE 2.65N25+N26 N25 7.3 1.98 N26 7.2 1.46 262.5 0.002 8 1 0.013 0.3967 1.60 1.60 0.45 0.3967 0.5379 73.8 66.8 66.8 FALSE 2.43N26+N27 N26 7.2 1.46 N27 7.1 0.96 247.5 0.002 8 1 0.013 0.3967 1.61 1.61 0.44 0.3967 0.5431 73.1 66.3 66.3 FALSE 1.91N27+N28 N27 7.1 0.96 N28 7 0.59 183 0.002 8 1 0.013 0.3967 1.63 1.63 0.44 0.3967 0.5433 73.0 65.8 65.7 FALSE 1.41N28+N31 N28 7 0.59 N31 6.87 0.54 21.4 0.002 6 2 0.01 0.9353 2.56 2.56 0.44 0.9353 0.7050 132.7 87.6 87.6 FALSE 1.03N29+N10 N29 7.2 0.13 N10 7.1 -0.52 325.6 0.002 8 1 0.013 0.0109 0.72 0.72 0.06 0.0109 0.5399 2.0 8.8 8.8 TRUE 0.33N30+N11 N30 7.3 0.17 N11 7.2 -0.1 134 0.002 8 1 0.013 0.0109 0.79 0.82 0.06 0.0113 0.5424 2.0 8.3 7.9 FALSE 0.33N31+N4 N31 6.87 0.54 N4 6.14 0.24 128.8 0.002 12 1 0.01 0.9353 2.74 2.74 0.45 0.9353 2.2348 41.9 44.8 44.8 FALSE 1.00O3+N8 O3 17.6 8.2 N8 13.8 4.1 205.1 0.02 8 1 0.013 0.0799 1.48 1.48 0.12 0.0799 1.7083 4.7 17.3 17.3 FALSE 8.32O4+O3 O4 15.39 9.13 O3 17.6 8.3 277.4 0.003 8 1 0.013 0.0338 1.13 0.72 0.09 0.0338 0.6609 5.1 13.8 1.7 FALSE 9.22O5+O4 O5 14.73 10.25 O4 15.39 9.13 398.6 0.003 8 1 0.013 0.0338 1.09 0.72 0.08 0.0338 0.6405 5.3 12.6 1.7 FALSE 10.34 2035 PWWF Model Results.xlsx Page 10 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
328
Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
O6+O5 O6 13.82 11.05 O5 14.73 10.25 399.4 0.002 8 1 0.013 0.0338 1.13 0.72 0.09 0.0338 0.5408 6.2 14.1 1.7 FALSE 11.15O7+O6 O7 15.16 11.56 O6 13.82 11.05 426.9 0.001 8 1 0.013 0.0338 0.94 0.72 0.11 0.0338 0.4177 8.1 15.9 1.7 FALSE 11.67O8+O59 O8 16.28 12.23 O59 16.36 11.92 102.7 0.003 8 1 0.013 0.2285 1.58 1.58 0.29 0.2285 0.6639 34.4 43.3 43.3 FALSE 12.53O9+O8 O9 17.01 12.76 O8 16.28 12.23 139.7 0.004 8 1 0.013 0.2075 1.63 1.63 0.26 0.2075 0.7443 27.9 39.3 39.3 FALSE 13.02O10+O9 O10 17.95 13.1 O9 17.01 12.76 156.6 0.002 8 1 0.013 0.2075 1.35 1.35 0.30 0.2075 0.5631 36.9 45.4 45.4 FALSE 13.41O11+O10 O11 19.41 14.01 O10 17.95 13.15 259.2 0.003 8 1 0.013 0.1932 1.51 1.51 0.26 0.1932 0.6960 27.8 39.4 39.4 FALSE 14.27O12+O11 O12 19.9 14.5 O11 19.41 14.01 394.2 0.001 8 1 0.013 0.1932 1.06 1.06 0.35 0.1932 0.4260 45.4 51.8 51.8 FALSE 14.85O13+O12 O13 22.22 16.47 O12 19.9 14.5 414.6 0.005 8 1 0.013 0.1932 1.72 1.72 0.24 0.1932 0.8329 23.2 35.8 35.8 FALSE 16.71O14+O13 O14 21.75 17.35 O13 22.22 16.87 129.7 0.004 8 1 0.013 0.0487 0.82 0.82 0.15 0.0487 0.7351 6.6 22.6 22.6 FALSE 17.50O15+O14 O15 24.85 19.05 O14 21.75 17.35 307.9 0.006 8 1 0.013 0.0487 0.93 0.93 0.14 0.0487 0.8978 5.4 20.8 20.8 FALSE 19.19O16+O15 O16 28.01 22.56 O15 24.85 19.2 234.7 0.014 6 1 0.013 0.0487 1.34 0.93 0.12 0.0487 0.6714 7.3 23.8 7.5 FALSE 22.68O17+O3 O17 10.93 8.62 O3 17.6 8.3 161.2 0.002 8 1 0.013 0.0493 0.66 0.66 0.18 0.0498 0.5383 9.2 26.7 26.8 FALSE 8.80O18+O17 O18 15.83 11.93 O17 10.93 8.62 264 0.013 8 1 0.013 0.0136 0.74 0.74 0.04 0.0136 1.3530 1.0 5.3 5.3 FALSE 11.97O19+O17 O19 17.6 10.75 O17 10.93 8.62 85.9 0.025 6 1 0.013 0.0357 1.09 1.11 0.08 0.0363 0.8837 4.0 16.6 17.0 FALSE 10.84O20+O19 O20 17 10.98 O19 17.6 10.75 115.6 0.002 6 1 0.013 0.0057 0.68 0.56 0.03 0.0057 0.2503 2.3 6.2 1.3 FALSE 11.02O21+O19 O21 20.09 12.64 O19 17.6 10.75 393.6 0.005 6 1 0.013 0.0300 0.92 0.92 0.11 0.0307 0.3888 7.7 22.2 22.5 FALSE 12.76O22+O21 O22 20 13.27 O21 20.09 12.64 318.2 0.002 6 1 0.013 0.0300 0.64 0.64 0.14 0.0315 0.2497 12.0 28.8 29.9 FALSE 13.42O23+O22 O23 21.65 15.65 O22 20 13.27 469.8 0.005 6 1 0.013 0.0301 0.89 0.78 0.11 0.0319 0.3993 7.5 22.8 26.2 FALSE 15.78O24+O23 O24 21.18 15.84 O23 21.65 15.65 96.7 0.002 6 1 0.013 0.0300 0.67 0.70 0.14 0.0334 0.2488 12.1 27.8 29.1 FALSE 16.00O25+O7 O25 16.12 12.07 O7 15.16 11.61 177.4 0.003 6 1 0.013 0.0338 0.72 1.20 0.14 0.0529 0.2857 11.8 28.8 17.3 FALSE 12.22O26+O25 O26 18.86 13.26 O25 16.12 12.12 332.8 0.003 6 1 0.013 0.0140 0.79 0.73 0.07 0.0142 0.3284 4.3 14.6 6.5 FALSE 13.32O27+O26 O27 19.94 13.44 O26 18.86 13.31 65.4 0.002 6 1 0.013 0.0075 0.71 0.71 0.03 0.0075 0.2501 3.0 6.8 6.9 FALSE 13.49O28+O26 O28 19 14.28 O26 18.86 13.41 434.3 0.002 6 1 0.013 0.0065 0.70 0.70 0.03 0.0065 0.2511 2.6 6.8 6.8 FALSE 14.32O29+O28 O29 23 19.53 O28 19 14.28 174 0.03 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.9746 0.0 0.0 0.0 FALSE 19.53O29+O30 O29 23 19.53 O30 22.78 19.08 226 0.002 6 1 0.013 0.0000 0.00 0.00 0.04 0.0000 0.2504 0.0 7.4 0.0 FALSE 19.59O30+O35 O30 22.78 17.63 O35 21.74 16.44 175.9 0.007 6 1 0.013 0.0492 0.99 1.01 0.05 0.0492 0.4615 10.7 9.8 10.7 FALSE 17.74O31+O30 O31 23 18.76 O30 22.78 18.58 89.5 0.002 6 1 0.013 0.0164 0.80 0.79 0.08 0.0190 0.2516 6.5 16.1 18.0 FALSE 18.91O32+O31 O32 24 19.18 O31 23 18.76 210.5 0.002 6 1 0.013 0.0164 0.83 0.67 0.08 0.0181 0.2506 6.5 15.6 3.3 FALSE 19.33O33+O32 O33 25 19.71 O32 24 19.18 262.5 0.002 6 1 0.013 0.0164 0.76 0.92 0.08 0.0170 0.2521 6.5 16.7 15.0 FALSE 19.80O34+O10 O34 23.33 14.69 O10 17.95 13.35 267.7 0.005 6 1 0.013 0.0492 1.09 0.81 0.07 0.0492 0.3970 12.4 13.9 2.5 FALSE 14.80O35+O34 O35 21.74 16.44 O34 23.33 14.69 316.4 0.006 6 1 0.013 0.0492 1.08 0.81 0.07 0.0492 0.4173 11.8 13.5 2.5 FALSE 16.53O36+O30 O36 24.12 18.01 O30 22.78 17.68 164.4 0.002 6 1 0.013 0.0164 0.78 0.78 0.08 0.0164 0.2514 6.5 16.3 16.3 FALSE 18.10O37+O25 O37 16.63 12.23 O25 16.12 12.07 80.9 0.002 6 1 0.013 0.0198 0.71 0.96 0.10 0.0216 0.2495 7.9 19.9 17.2 FALSE 12.33O38+O37 O38 17.23 12.46 O37 16.63 12.23 117.5 0.002 6 1 0.013 0.0066 0.71 0.71 0.04 0.0067 0.2482 2.7 7.1 7.0 FALSE 12.50O39+O37 O39 16.48 12.31 O37 16.63 12.23 40.8 0.002 6 1 0.013 0.0132 0.89 0.89 0.06 0.0132 0.2486 5.3 12.8 12.8 FALSE 12.38O40+O39 O40 16.65 12.38 O39 16.48 12.31 37.3 0.002 6 1 0.013 0.0066 0.28 0.28 0.09 0.0066 0.2431 2.7 17.7 17.7 FALSE 12.43O41+O40 O41 16.5 12.47 O40 16.65 12.38 44.5 0.002 6 1 0.013 0.0066 0.64 0.64 0.02 0.0066 0.2523 2.6 4.2 4.2 FALSE 12.51O42+O39 O42 16.78 12.41 O39 16.48 12.31 47.6 0.002 6 1 0.013 0.0066 0.65 0.65 0.02 0.0066 0.2572 2.6 4.8 4.8 FALSE 12.45O43+O42 O43 17.92 13.6 O42 16.78 12.41 181.9 0.007 6 1 0.013 0.0066 0.65 0.65 0.02 0.0067 0.4538 1.5 4.5 4.8 FALSE 13.63O44+O43 O44 18.13 13.78 O43 17.92 13.64 69.2 0.002 6 1 0.013 0.0066 0.69 0.69 0.03 0.0066 0.2524 2.6 6.3 6.3 FALSE 13.82O45+O8 O45 17.06 12.55 O8 16.28 12.23 65.8 0.005 6 1 0.013 0.0210 0.47 1.01 0.14 0.0210 0.3912 5.4 27.7 16.3 FALSE 12.64O46+O45 O46 18 13.61 O45 17.06 12.55 212.5 0.005 6 1 0.013 0.0070 0.75 0.75 0.04 0.0070 0.3963 1.8 8.5 8.5 FALSE 13.65O47+O45 O47 16.84 12.91 O45 17.06 12.55 71.5 0.005 6 1 0.013 0.0140 0.85 0.85 0.06 0.0140 0.3981 3.5 11.3 11.3 FALSE 12.97O48+O47 O48 17.43 13.52 O47 16.84 12.91 122 0.005 6 1 0.013 0.0070 0.69 0.69 0.03 0.0070 0.3968 1.8 6.3 6.3 FALSE 13.55O49+O47 O49 17.41 13.27 O47 16.84 12.91 72.6 0.005 6 1 0.013 0.0070 0.68 0.68 0.03 0.0070 0.3952 1.8 5.9 5.9 FALSE 13.30O50+O49 O50 17.95 14.13 O49 17.41 13.27 172.1 0.005 6 1 0.013 0.0070 0.63 0.63 0.02 0.0070 0.3967 1.8 3.9 3.9 FALSE 14.16O51+O13 O51 24.5 18.4 O13 22.22 16.57 467.6 0.004 6 1 0.013 0.1445 1.45 1.45 0.25 0.1445 0.3510 41.2 50.7 50.7 FALSE 18.66O52+O51 O52 26.81 19.11 O51 24.5 18.4 213.3 0.003 6 1 0.013 0.0772 1.03 1.03 0.20 0.0772 0.3237 23.8 40.7 40.7 FALSE 19.32O53+O52 O53 27 19.48 O52 26.81 19.11 188.5 0.002 6 1 0.013 0.0100 0.81 0.84 0.05 0.0116 0.2486 4.0 10.5 11.4 FALSE 19.54O54+O52 O54 31.19 20.39 O52 26.81 19.11 380.1 0.003 6 1 0.013 0.0672 0.97 0.97 0.19 0.0672 0.3256 20.6 38.4 38.4 FALSE 20.58O55+O54 O55 28.75 20.95 O54 31.19 20.44 399.4 0.001 6 1 0.013 0.0672 0.68 0.68 0.25 0.0672 0.2005 33.5 50.4 50.4 FALSE 21.21O56+O55 O56 27.04 22.24 O55 28.75 20.95 376.5 0.003 6 1 0.013 0.0672 0.97 0.97 0.19 0.0672 0.3284 20.5 38.2 38.2 FALSE 22.45O57+O51 O57 25.61 19.76 O51 24.5 18.4 365.2 0.004 6 1 0.013 0.0487 0.84 0.84 0.17 0.0487 0.3424 14.2 33.6 33.6 FALSE 19.93O58+O57 O58 26.81 20.57 O57 25.61 19.76 403.4 0.002 6 1 0.013 0.0487 0.67 0.67 0.20 0.0489 0.2514 19.4 39.7 39.7 FALSE 20.78O59+O60 O59 16.36 11.92 O60 15.68 9.18 24.1 0.114 12 1 0.013 0.2070 2.05 2.05 0.10 0.2070 12.0125 1.7 10.3 10.3 FALSE 12.02O59+O7 O59 16.36 11.92 O7 15.16 11.56 182.3 0.002 8 1 0.013 0.0000 0.00 0.00 0.14 0.0000 0.5370 0.0 20.6 0.0 FALSE 12.02O60+O61 O60 15.68 9.18 O61 14.55 7.85 199 0.007 14 1 0.013 0.5483 2.68 2.68 0.29 0.5487 4.3937 12.5 24.6 24.6 FALSE 9.49O61+M8 O61 14.55 7.85 M8 14.41 7.81 11.8 0.003 16 1 0.01 0.5483 2.42 2.42 0.29 0.5483 5.8139 9.4 21.9 21.9 FALSE 8.14O62+O18 O62 17.08 13.18 O18 15.83 11.93 249 0.005 6 1 0.013 0.0136 0.89 0.89 0.07 0.0136 0.3975 3.4 13.1 13.1 FALSE 13.25O63+O62 O63 17.27 13.37 O62 17.08 13.18 38 0.005 6 1 0.013 0.0136 0.85 0.82 0.06 0.0136 0.3968 3.4 11.4 9.9 FALSE 13.43T1+T0 T1 4.57 -15.43 T0 #N/A -17.68 329.2 0.007 24 1 0.013 12.3724 6.32 6.35 1.19 12.6349 18.7022 66.2 59.7 60.5 FALSE -14.21 2035 PWWF Model Results.xlsx Page 11 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
329
Appendix D: Table 4
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
T2+T1 T2 3.04 -14.76 T1 4.57 -15.43 505.8 0.001 24 1 0.013 12.3724 4.12 4.16 1.82 12.6396 8.2329 150.3 91.2 92.6 TRUE -12.46T3+METERING STATION T3 2.52 -14.63 METERING STATION 0 -14.66 55 0.001 24 1 0.013 12.3724 3.94 4.02 2.00 12.6398 5.2820 234.2 100.0 100.0 TRUE -11.23T4+T3 T4 1.41 -12.09 T3 2.52 -14.63 474.9 0.005 24 1 0.013 12.3724 3.94 4.02 2.00 12.6400 16.5440 74.8 100.0 100.0 TRUE -10.05T5+T4 T5 0.16 -11.76 T4 1.41 -11.99 352.3 0.001 24 1 0.013 12.3724 3.96 4.02 1.97 12.6405 5.7802 214.0 98.5 100.0 TRUE -9.19T6+T5 T6 0.17 -11.38 T5 0.16 -11.66 359.1 0.001 24 1 0.013 12.3724 3.94 4.02 2.00 12.6410 6.3165 195.9 100.0 100.0 TRUE -8.28T7+T6 T7 -0.07 -10.42 T6 0.17 -11.38 503.8 0.002 24 1 0.013 12.3724 3.94 4.02 2.00 12.6421 9.8749 125.3 100.0 100.0 TRUE -6.91T8+T7 T8 0.14 -10.08 T7 -0.07 -10.32 501.9 0 24 1 0.013 12.3724 3.94 4.02 2.00 12.6434 4.9469 250.1 100.0 100.0 TRUE -5.55T9+T8 T9 0.14 -9.67 T8 0.14 -9.98 497.7 0.001 24 1 0.013 12.3724 3.94 4.02 2.00 12.6450 5.6455 219.2 100.0 100.0 TRUE -4.20T10+T9 T10 0.07 -9.12 T9 0.14 -9.57 446.9 0.001 24 1 0.013 12.3724 3.94 4.03 2.00 12.6468 7.1784 172.4 100.0 100.0 TRUE -3.01T11+T10 T11 -0.24 -8.44 T10 0.07 -9.02 325.8 0.002 24 1 0.013 12.3724 3.94 4.03 2.00 12.6488 9.5439 129.6 100.0 100.0 TRUE -2.20T12+T11 T12 0.55 -8.25 T11 -0.24 -8.49 482.2 0 24 1 0.013 12.3724 3.94 4.03 2.00 12.6510 5.0468 245.2 100.0 100.0 TRUE -0.89T16+T33 T16 2.25 -6.5 T33 2.25 -6.55 66.2 0.001 17.8 1 0.01 2.5500 1.48 1.70 1.48 2.9330 3.6203 70.4 100.0 100.0 TRUE 0.20T17+T34 T17 0.96 -5.84 T34 1.75 -6.3 407.1 0.001 21 1 0.013 9.8224 4.08 4.08 1.75 9.8224 5.3261 184.4 100.0 100.0 TRUE 0.30T18+T17 T18 1.12 -5.23 T17 0.96 -5.79 540.4 0.001 21 1 0.013 9.8224 4.08 4.08 1.75 9.8224 5.1005 192.6 100.0 100.0 TRUE 0.40T19+T36 T19 2.23 -4.72 T36 2.125 -4.74 6.3 0.003 21 1 0.013 7.0214 2.92 2.92 1.75 7.0214 8.9021 78.9 100.0 100.0 TRUE 0.51T20+T19 T20 2.72 -4.06 T19 2.23 -4.62 331.9 0.002 18 1 0.013 3.9085 2.21 2.21 1.50 3.9085 4.3143 90.6 100.0 100.0 TRUE 0.54T21+T20 T21 3.07 -3.99 T20 2.72 -4.06 338.4 0 21 1 0.013 3.8800 1.61 1.61 1.75 3.8800 2.2788 170.3 100.0 100.0 TRUE 0.60T22+T37 T22 2.81 -3.24 T37 3 -3.63 191.4 0.002 21 1 0.01 3.8027 1.58 1.58 1.75 3.8027 9.2972 40.9 100.0 100.0 TRUE 0.63T23+T22 T23 6.87 -3.03 T22 2.81 -3.24 373 0.001 18 1 0.013 3.8027 2.15 2.15 1.50 3.8027 2.4921 152.6 100.0 100.0 TRUE 0.80T24+T23 T24 3.66 -2.69 T23 6.87 -2.93 316.7 0.001 18 1 0.013 3.6244 2.05 2.05 1.50 3.6244 2.8914 125.4 100.0 100.0 TRUE 1.05T25+T24 T25 3.95 -2.59 T24 3.66 -2.62 282.2 0 18 1 0.013 3.6244 2.05 2.05 1.50 3.6244 1.0830 334.7 100.0 100.0 TRUE 1.27T26+T25 T26 7.03 -2.32 T25 3.95 -2.52 305.6 0.001 18 1 0.013 3.1314 1.77 1.77 1.50 3.1314 2.6873 116.5 100.0 100.0 TRUE 1.42T27+T26 T27 7.85 -2.05 T26 7.03 -2.22 355.8 0 18 1 0.013 3.1314 1.77 1.77 1.50 3.1314 2.2958 136.4 100.0 100.0 TRUE 1.62T28+T27 T28 8.67 -1.93 T27 7.85 -1.95 162.1 0 18 1 0.013 3.1314 1.77 1.77 1.50 3.1314 1.1667 268.4 100.0 100.0 TRUE 1.64T29+T28 T29 4.98 -1.62 T28 8.67 -1.93 233.8 0.001 18 1 0.013 3.1314 1.77 1.77 1.50 3.1314 3.8245 81.9 100.0 100.0 TRUE 1.72T30+T12 T30 0.25 -7.24 T12 0.55 -8.25 285.1 0.004 24 1 0.01 12.3724 3.94 4.03 2.00 12.6533 17.5030 70.7 100.0 100.0 TRUE -0.56T31+T30 T31 2.05 -7.15 T30 0.25 -7.24 350.8 0 24.2 1 0.01 12.3724 3.87 3.96 2.02 12.6608 4.8253 256.4 100.0 100.0 TRUE -0.15T32+T31 T32 1.25 -7.11 T31 2.05 -7.15 125.2 0 24.2 1 0.01 12.3724 3.87 5.06 2.02 13.8287 5.3740 230.2 100.0 79.8 TRUE -0.09T33+Transition 1 T33 2.25 -6.55 Transition 1 #N/A -24.75 157 0.116 17.8 2 0.01 12.3724 3.60 3.68 1.48 12.6763 89.7137 13.8 100.0 100.0 TRUE 0.18T34+T33 T34 1.75 -6.3 T33 2.25 -6.55 76.4 0.003 17.8 1 0.01 9.8224 5.71 5.71 1.48 9.8224 7.5365 130.3 100.0 100.0 TRUE 0.22T36+T18 T36 2.125 -4.74 T18 1.12 -5.23 493.7 0.001 21 1 0.013 9.8224 4.08 4.08 1.75 9.8224 4.9915 196.8 100.0 100.0 TRUE 0.49T37+T21 T37 3 -3.63 T21 3.07 -3.99 83.4 0.004 21 1 0.01 3.8028 1.58 1.58 1.75 3.8028 13.5420 28.1 100.0 100.0 TRUE 0.61Transition 1+Transition 2 Transition 1 #N/A -24.75 Transition 2 #N/A -24.75 143 0 17.8 2 0.01 12.3724 3.60 5.07 1.48 17.4335 0.2635 4695.5 100.0 100.0 TRUE 0.13Transition 2+Transition 3 Transition 2 #N/A -24.75 Transition 3 #N/A -15.75 99 -0.091 17.8 2 0.01 12.3724 3.60 5.00 1.48 17.1900 79.4468 15.6 100.0 100.0 TRUE 0.01Transition 3+T32 Transition 3 #N/A -15.75 T32 1.25 -7.11 117.6 -0.073 17.8 2 0.01 12.3724 3.60 4.70 1.48 16.1870 71.4274 17.3 100.0 100.0 TRUE -0.02AbbreviationsPWWF: Peak Wet Weather FlowCFS: Cubic Feet per Secondft: Feets: Secondsin: Inches 2035 PWWF Model Results.xlsx Page 12 of 12
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330
Appendix D: Table 5
Scenario 3: 2035 Enhanced PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
A10 Sanitary Pattern Load Fixed 0.0267
A11 Sanitary Pattern Load Fixed 0.0230
A12 Sanitary Pattern Load Fixed 0.0151
A13 Sanitary Pattern Load Fixed 0.0051
A14 Sanitary Pattern Load Fixed 0.1000
A14 Sanitary Pattern Load Fixed 0.0645
A15 Sanitary Pattern Load Fixed 0.0102
A16 Sanitary Pattern Load Fixed 0.0577
A17 Sanitary Pattern Load Fixed 0.0048
A17 Sanitary Pattern Load Fixed 0.0260
A18 Sanitary Pattern Load Fixed 0.0286
A19 Sanitary Pattern Load Fixed 0.0268
A2 Sanitary Pattern Load Fixed 0.0079
A20 Sanitary Pattern Load Fixed 0.0271
A20 Sanitary Pattern Load Fixed 0.0448
A21 Sanitary Pattern Load Fixed 0.0475
A23 Sanitary Pattern Load Fixed 0.0190
A24 Sanitary Pattern Load Fixed 0.0068
A25 Sanitary Pattern Load Fixed 0.0229
A26 Sanitary Pattern Load Fixed 0.0295
A27 Sanitary Pattern Load Fixed 0.0530
A27 Sanitary Pattern Load Fixed 0.0399
A28 Sanitary Pattern Load Fixed 0.0388
A30 Sanitary Pattern Load Fixed 0.2830
A30 Sanitary Pattern Load Fixed 0.0129
A31 Sanitary Pattern Load Fixed 0.0041
A34 Sanitary Pattern Load Fixed 0.0021
A36 Sanitary Pattern Load Fixed 0.0028
A38 Sanitary Pattern Load Fixed 0.0018
A4 Sanitary Pattern Load Fixed 0.0340
A41 Sanitary Pattern Load Fixed 0.0036
A42 Sanitary Pattern Load Fixed 0.0018
A43 Sanitary Pattern Load Fixed 0.0005
A45 Sanitary Pattern Load Fixed 0.0009
A46 Sanitary Pattern Load Fixed 0.0039
A5 Sanitary Pattern Load Fixed 0.0349
A7 Sanitary Pattern Load Fixed 0.0340
A8 Sanitary Pattern Load Fixed 0.0356
B18 Sanitary Pattern Load Fixed 0.1020
2035 Enhanced PWWF Model Results.xlsx Page 1 of 7
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Last Printed: 5/12/2025 331
Appendix D: Table 5
Scenario 3: 2035 Enhanced PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
B2 Sanitary Pattern Load Fixed 0.0129
B20 Sanitary Pattern Load Fixed 0.1020
B23 Sanitary Pattern Load Fixed 0.1020
B26 Sanitary Pattern Load Fixed 0.0666
B28 Sanitary Pattern Load Fixed 0.0666
B3 Sanitary Pattern Load Fixed 0.0490
B30 Sanitary Pattern Load Fixed 0.0330
B32 Sanitary Pattern Load Fixed 0.0330
B33 Sanitary Pattern Load Fixed 0.0330
B36 Sanitary Pattern Load Fixed 0.0527
B4 Sanitary Pattern Load Fixed 0.2612
B40 Sanitary Pattern Load Fixed 0.0752
B40 Sanitary Pattern Load Fixed 0.0360
B42 Sanitary Pattern Load Fixed 0.0360
B43 Sanitary Pattern Load Fixed 0.0360
B45 Sanitary Pattern Load Fixed 0.0343
B47 Sanitary Pattern Load Fixed 0.0097
B48 Sanitary Pattern Load Fixed 0.0328
B51 Sanitary Pattern Load Fixed 0.0260
C13 Sanitary Pattern Load Fixed 0.0472
C15 Sanitary Pattern Load Fixed 0.0572
C16 Sanitary Pattern Load Fixed 0.0100
C18 Sanitary Pattern Load Fixed 0.0572
C20 Sanitary Pattern Load Fixed 0.0330
C22 Sanitary Pattern Load Fixed 0.0330
C24 Sanitary Pattern Load Fixed 0.0283
C25 Sanitary Pattern Load Fixed 0.0283
C26 Sanitary Pattern Load Fixed 0.2000
C29 Sanitary Pattern Load Fixed 0.0195
C31 Sanitary Pattern Load Fixed 0.0195
C33 Sanitary Pattern Load Fixed 0.0195
C34 Sanitary Pattern Load Fixed 0.0095
C37 Sanitary Pattern Load Fixed 0.0458
C39 Sanitary Pattern Load Fixed 0.0458
C42 Sanitary Pattern Load Fixed 0.0458
C43 Sanitary Pattern Load Fixed 0.0132
C47 Sanitary Pattern Load Fixed 0.0911
C51 Sanitary Pattern Load Fixed 0.1755
D1 Sanitary Pattern Load Fixed 0.0842
2035 Enhanced PWWF Model Results.xlsx Page 2 of 7
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Last Printed: 5/12/2025 332
Appendix D: Table 5
Scenario 3: 2035 Enhanced PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
D17 Sanitary Pattern Load Fixed 0.1131
D17 Sanitary Pattern Load Fixed 0.2000
D22 Sanitary Pattern Load Fixed 0.3119
D28 Sanitary Pattern Load Fixed 0.1700
D31 Sanitary Pattern Load Fixed 0.0765
D32 Sanitary Pattern Load Fixed 0.0765
D39 Sanitary Pattern Load Fixed 0.0100
D40 Sanitary Pattern Load Fixed 0.0100
D42 Sanitary Pattern Load Fixed 0.0214
D44 Sanitary Pattern Load Fixed 0.1500
D5 Sanitary Pattern Load Fixed 0.0216
D50 Sanitary Pattern Load Fixed 0.3500
D55 Sanitary Pattern Load Fixed 0.1200
D61 Sanitary Pattern Load Fixed 0.1336
D62 Sanitary Pattern Load Fixed 0.0150
D66 Sanitary Pattern Load Fixed 0.1989
D68 Sanitary Pattern Load Fixed 0.0300
D69 Sanitary Pattern Load Fixed 0.0300
D70 Sanitary Pattern Load Fixed 0.1400
D71 Sanitary Pattern Load Fixed 0.1200
D73 Sanitary Pattern Load Fixed 0.0249
D74 Sanitary Pattern Load Fixed 0.0399
D74 Sanitary Pattern Load Fixed 0.0770
D8 Sanitary Pattern Load Fixed 0.0105
E1 Sanitary Pattern Load Fixed 0.0006
E20 Sanitary Pattern Load Fixed 0.0497
E21 Sanitary Pattern Load Fixed 0.0609
E22 Sanitary Pattern Load Fixed 0.0546
E23 Sanitary Pattern Load Fixed 0.0609
E25 Sanitary Pattern Load Fixed 0.2397
E26 Sanitary Pattern Load Fixed 0.0670
E28 Sanitary Pattern Load Fixed 0.0427
E30 Sanitary Pattern Load Fixed 0.0067
E30 Sanitary Pattern Load Fixed 0.0670
E32 Sanitary Pattern Load Fixed 0.0610
E33 Sanitary Pattern Load Fixed 0.0088
E34 Sanitary Pattern Load Fixed 0.0400
E35 Sanitary Pattern Load Fixed 0.0305
E37 Sanitary Pattern Load Fixed 0.0609
2035 Enhanced PWWF Model Results.xlsx Page 3 of 7
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Last Printed: 5/12/2025 333
Appendix D: Table 5
Scenario 3: 2035 Enhanced PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
E39 Sanitary Pattern Load Fixed 0.0609
E40 Sanitary Pattern Load Fixed 0.0609
E41 Sanitary Pattern Load Fixed 0.0183
E45 Sanitary Pattern Load Fixed 0.1471
E45 Sanitary Pattern Load Fixed 0.0609
E47 Sanitary Pattern Load Fixed 0.0483
E47 Sanitary Pattern Load Fixed 0.0609
E49 Sanitary Pattern Load Fixed 0.0609
F11 Sanitary Pattern Load Fixed 0.0377
F13 Sanitary Pattern Load Fixed 0.0260
F14 Sanitary Pattern Load Fixed 0.0172
F14 Sanitary Pattern Load Fixed 0.0190
F15 Sanitary Pattern Load Fixed 0.0127
F16 Sanitary Pattern Load Fixed 0.0648
F18 Sanitary Pattern Load Fixed 0.0260
F20 Sanitary Pattern Load Fixed 0.0214
F21 Sanitary Pattern Load Fixed 0.0260
F26 Sanitary Pattern Load Fixed 0.0129
F28 Sanitary Pattern Load Fixed 0.0129
F7 Sanitary Pattern Load Fixed 0.0153
F8 Sanitary Pattern Load Fixed 0.1373
G11 Sanitary Pattern Load Fixed 0.0382
G12 Sanitary Pattern Load Fixed 0.0116
G13 Sanitary Pattern Load Fixed 0.0190
G14 Sanitary Pattern Load Fixed 0.0083
G16 Sanitary Pattern Load Fixed 0.0097
G17 Sanitary Pattern Load Fixed 0.0083
G18 Sanitary Pattern Load Fixed 0.0097
G19 Sanitary Pattern Load Fixed 0.0034
G2 Sanitary Pattern Load Fixed 0.0081
G20 Sanitary Pattern Load Fixed 0.0010
G21 Sanitary Pattern Load Fixed 0.0009
G21 Sanitary Pattern Load Fixed 0.0050
G22 Sanitary Pattern Load Fixed 0.0010
G22 Sanitary Pattern Load Fixed 0.0050
G8 Sanitary Pattern Load Fixed 0.0382
H23 Sanitary Pattern Load Fixed 0.0100
H24 Sanitary Pattern Load Fixed 0.0479
H27 Sanitary Pattern Load Fixed 0.0372
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Appendix D: Table 5
Scenario 3: 2035 Enhanced PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
H28 Sanitary Pattern Load Fixed 0.0302
H30 Sanitary Pattern Load Fixed 0.0529
H31 Sanitary Pattern Load Fixed 0.0415
H32 Sanitary Pattern Load Fixed 0.0161
H33 Sanitary Pattern Load Fixed 0.0117
H33 Sanitary Pattern Load Fixed 0.1119
H36 Sanitary Pattern Load Fixed 0.1046
H37 Sanitary Pattern Load Fixed 0.0264
H38 Sanitary Pattern Load Fixed 0.0792
H39 Sanitary Pattern Load Fixed 0.1020
H41 Sanitary Pattern Load Fixed 0.0920
H42 Sanitary Pattern Load Fixed 0.0078
H43 Sanitary Pattern Load Fixed 0.0920
H44 Sanitary Pattern Load Fixed 0.0027
H44 Sanitary Pattern Load Fixed 0.1020
H45 Sanitary Pattern Load Fixed 0.0100
H49 Sanitary Pattern Load Fixed 0.0100
H51 Sanitary Pattern Load Fixed 0.0372
H53 Sanitary Pattern Load Fixed 0.0529
H58 Sanitary Pattern Load Fixed 0.0406
H61 Sanitary Pattern Load Fixed 0.0406
H63 Sanitary Pattern Load Fixed 0.0110
H67 Sanitary Pattern Load Fixed 0.0100
H69 Sanitary Pattern Load Fixed 0.0100
H70 Sanitary Pattern Load Fixed 0.0090
H72 Sanitary Pattern Load Fixed 0.0090
I16 Sanitary Pattern Load Fixed 0.0050
I17 Sanitary Pattern Load Fixed 0.0050
I19 Sanitary Pattern Load Fixed 0.0050
I20 Sanitary Pattern Load Fixed 0.0050
I22 Sanitary Pattern Load Fixed 0.0590
I25 Sanitary Pattern Load Fixed 0.0789
I26 Sanitary Pattern Load Fixed 0.0690
I29 Sanitary Pattern Load Fixed 0.0690
I33 Sanitary Pattern Load Fixed 0.0050
I34 Sanitary Pattern Load Fixed 0.0050
J10 Sanitary Pattern Load Fixed 0.0545
J14 Sanitary Pattern Load Fixed 0.0290
J7 Sanitary Pattern Load Fixed 0.0227
2035 Enhanced PWWF Model Results.xlsx Page 5 of 7
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Last Printed: 5/12/2025 335
Appendix D: Table 5
Scenario 3: 2035 Enhanced PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
K10 Sanitary Pattern Load Fixed 0.0100
K14 Sanitary Pattern Load Fixed 0.0205
K15 Sanitary Pattern Load Fixed 0.0100
K20 Sanitary Pattern Load Fixed 0.0205
K23 Sanitary Pattern Load Fixed 0.0050
K24 Sanitary Pattern Load Fixed 0.0050
K25 Sanitary Pattern Load Fixed 0.0160
K36 Sanitary Pattern Load Fixed 0.0595
K37 Sanitary Pattern Load Fixed 0.0595
L11 Sanitary Pattern Load Fixed 0.0160
L12 Sanitary Pattern Load Fixed 0.0536
L19 Sanitary Pattern Load Fixed 0.1600
L20 Sanitary Pattern Load Fixed 0.0058
L22 Sanitary Pattern Load Fixed 0.0255
L29 Sanitary Pattern Load Fixed 0.0790
L33 Sanitary Pattern Load Fixed 0.0790
L36 Sanitary Pattern Load Fixed 0.1100
L38 Sanitary Pattern Load Fixed 0.1200
L41 Sanitary Pattern Load Fixed 0.0050
L46 Sanitary Pattern Load Fixed 0.0128
L51 Sanitary Pattern Load Fixed 0.0077
L55 Sanitary Pattern Load Fixed 0.0425
L56 Sanitary Pattern Load Fixed 0.0510
L60 Sanitary Pattern Load Fixed 0.1028
L61 Sanitary Pattern Load Fixed 0.0340
L62 Sanitary Pattern Load Fixed 0.0140
L8 Sanitary Pattern Load Fixed 0.0340
M14 Sanitary Pattern Load Fixed 0.0200
M16 Sanitary Pattern Load Fixed 0.0100
M23 Sanitary Pattern Load Fixed 0.2800
M28 Sanitary Pattern Load Fixed 0.0109
M30 Sanitary Pattern Load Fixed 0.0109
M32 Sanitary Pattern Load Fixed 0.0765
M32 Sanitary Pattern Load Fixed 0.0123
M35 Sanitary Pattern Load Fixed 0.0123
M36 Sanitary Pattern Load Fixed 0.0287
M38 Sanitary Pattern Load Fixed 0.5832
M38 Sanitary Pattern Load Fixed 0.2463
N15 Sanitary Pattern Load Fixed 0.0123
2035 Enhanced PWWF Model Results.xlsx Page 6 of 7
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Appendix D: Table 5
Scenario 3: 2035 Enhanced PWWF Loadings
MH Load Definition Pattern
Base Flow
(cfs)
N18 Sanitary Pattern Load Fixed 0.0123
N30 Sanitary Pattern Load Fixed 0.0109
N8 Sanitary Pattern Load Fixed 0.1105
O16 Sanitary Pattern Load Fixed 0.0208
O16 Sanitary Pattern Load Fixed 0.0279
O20 Sanitary Pattern Load Fixed 0.0057
O24 Sanitary Pattern Load Fixed 0.0300
O27 Sanitary Pattern Load Fixed 0.0009
O27 Sanitary Pattern Load Fixed 0.0066
O28 Sanitary Pattern Load Fixed 0.0065
O3 Sanitary Pattern Load Fixed 0.0102
O30 Sanitary Pattern Load Fixed 0.0164
O33 Sanitary Pattern Load Fixed 0.0164
O36 Sanitary Pattern Load Fixed 0.0164
O38 Sanitary Pattern Load Fixed 0.0066
O41 Sanitary Pattern Load Fixed 0.0066
O44 Sanitary Pattern Load Fixed 0.0066
O46 Sanitary Pattern Load Fixed 0.0070
O48 Sanitary Pattern Load Fixed 0.0070
O50 Sanitary Pattern Load Fixed 0.0070
O51 Sanitary Pattern Load Fixed 0.0186
O53 Sanitary Pattern Load Fixed 0.0100
O56 Sanitary Pattern Load Fixed 0.0672
O58 Sanitary Pattern Load Fixed 0.0093
O58 Sanitary Pattern Load Fixed 0.0394
O60 Sanitary Pattern Load Fixed 0.3413
O63 Sanitary Pattern Load Fixed 0.0136
T23 Sanitary Pattern Load Fixed 0.0107
T25 Sanitary Pattern Load Fixed 0.0661
Abbreviations
PWWF: Peak Wet Weather Flow
CFS: Cubic Feet per Second
2035 Enhanced PWWF Model Results.xlsx Page 7 of 7
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Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
A1+A2 A1 16.28 2 A2 15.82 1.92 79.9 0.001 12 1 0.013 1.9510 2.48 2.48 1.00 1.9510 1.1275 173.0 100.0 100.0 TRUE 4.37A2+A5 A2 15.82 1.82 A5 14.53 1.57 244.2 0.001 12 1 0.013 1.9929 2.54 2.54 1.00 1.9929 1.1400 174.8 100.0 100.0 TRUE 4.23A3+A2 A3 14.86 8.76 A2 15.82 2.12 287.5 0.023 6 1 0.013 0.0340 1.11 1.11 0.09 0.0340 0.8527 4.0 17.5 17.5 TRUE 8.85A4+A3 A4 14 9.48 A3 14.86 8.86 312 0.002 6 1 0.013 0.0340 0.62 0.62 0.16 0.0340 0.2501 13.6 32.1 32.1 FALSE 9.66A5+A8 A5 14.53 1.57 A8 13.85 1.53 124.3 0 15 1 0.013 2.0618 1.68 1.68 1.25 2.0618 1.1588 177.9 100.0 100.0 TRUE 3.58A6+A5 A6 13.72 7.32 A5 14.53 5.81 286.8 0.005 6 1 0.013 0.0340 0.82 0.82 0.13 0.0340 0.4071 8.4 26.3 26.3 FALSE 7.45A7+A6 A7 14 8.03 A6 13.72 7.42 306 0.002 6 1 0.013 0.0340 0.63 0.67 0.16 0.0342 0.2505 13.6 32.0 30.7 FALSE 8.21A8+A9 A8 13.85 1.43 A9 12.82 1.16 61.2 0.004 15 1 0.013 2.0974 1.71 1.71 1.25 2.0974 4.2913 48.9 100.0 100.0 TRUE 3.57A9+A10 A9 12.82 0.62 A10 11.42 0.57 181.2 0 15 1 0.013 2.0974 1.71 1.71 1.25 2.0974 1.0731 195.5 100.0 100.0 TRUE 3.56A10+A15 A10 11.42 0.47 A15 9.93 0.03 299.3 0.001 15 1 0.013 2.3317 1.90 1.90 1.25 2.3318 2.4766 94.2 100.0 100.0 TRUE 3.48A11+A10 A11 11.83 2.53 A10 11.42 1.12 417.5 0.003 6 1 0.013 0.2077 1.06 1.56 0.50 0.2077 0.3260 63.7 100.0 64.3 TRUE 3.48A12+A11 A12 9.52 4.07 A11 11.83 2.63 485.1 0.003 6 1 0.013 0.1846 1.42 1.42 0.31 0.1847 0.3057 60.4 62.7 62.7 TRUE 4.39A13+A12 A13 7.19 5.15 A12 9.52 4.07 412.1 0.003 6 1 0.013 0.1696 1.32 1.32 0.31 0.1697 0.2872 59.1 62.4 62.2 FALSE 5.46A14+A13 A14 8.06 5.91 A13 7.19 5.19 288.3 0.002 6 1 0.013 0.1645 1.28 1.29 0.31 0.1647 0.2804 58.7 62.3 62.1 FALSE 6.22A15+A16 A15 9.93 -0.03 A16 8.08 -0.17 435.1 0 15 1 0.013 2.3420 1.91 1.91 1.25 2.3420 1.1586 202.1 100.0 100.0 TRUE 3.19A16+A21 A16 8.08 -0.22 A21 7.13 -0.42 296.3 0.001 15 1 0.013 2.5793 2.10 2.10 1.25 2.5793 1.6783 153.7 100.0 100.0 TRUE 2.72A17+A31 A17 8.77 1.57 A31 8.39 1.1 235.4 0.002 6 1 0.013 0.0308 0.16 1.07 0.50 0.0371 0.2507 12.3 100.0 23.3 TRUE 2.72A18+A16 A18 7.05 1.45 A16 8.08 0.73 441.8 0.002 6 1 0.013 0.1273 0.65 0.99 0.50 0.1273 0.2265 56.2 100.0 62.5 TRUE 3.03A19+A18 A19 6.77 2.98 A18 7.05 1.45 213.5 0.007 6 1 0.013 0.0986 0.50 1.52 0.50 0.0993 0.4749 20.8 100.0 36.7 TRUE 3.20A20+A19 A20 5.62 3.73 A19 6.77 3.05 339.8 0.002 6 1 0.013 0.0719 0.82 0.84 0.23 0.0727 0.2510 28.6 45.5 45.2 FALSE 3.96A21+A23 A21 7.13 -0.52 A23 7.01 -0.8 155.1 0.002 15 1 0.013 2.6268 2.14 2.14 1.25 2.6268 2.7445 95.7 100.0 100.0 TRUE 2.34A22+A29 A22 6.99 -0.92 A29 6.36 -1.21 369.1 0.001 18 1 0.013 2.7979 1.58 1.58 1.50 2.7979 2.9441 95.0 100.0 100.0 TRUE 2.28A23+A22 A23 7.01 -0.8 A22 6.99 -0.92 13.8 0.009 15 1 0.013 2.7979 2.28 2.28 1.25 2.7979 6.0236 46.4 100.0 100.0 TRUE 2.29A24+A23 A24 7.7 1.62 A23 7.01 0.37 250.6 0.005 6 1 0.013 0.1520 0.77 1.62 0.50 0.1523 0.3962 38.4 100.0 48.3 TRUE 2.29A25+A24 A25 8.36 2.89 A24 7.7 1.62 253.1 0.005 6 1 0.013 0.1453 1.58 1.58 0.24 0.1453 0.3975 36.5 47.4 47.4 TRUE 3.13A26+A25 A26 7.42 4.06 A25 8.36 2.89 234.1 0.005 6 1 0.013 0.1224 1.51 1.51 0.22 0.1224 0.3967 30.8 43.1 43.1 FALSE 4.28A27+A26 A27 6.96 5 A26 7.42 4.06 310.9 0.003 6 1 0.013 0.0929 1.09 1.09 0.22 0.0932 0.3085 30.1 44.9 44.8 FALSE 5.26A28+A29 A28 6.24 0.21 A29 6.36 -0.25 14.8 0.031 6 1 0.013 0.3347 1.70 3.23 0.50 0.3347 0.9884 33.9 100.0 42.4 TRUE 2.13A29+T29 A29 6.36 -1.24 T29 4.98 -1.62 345.5 0.001 18 1 0.013 3.1325 1.77 1.77 1.50 3.1325 3.4837 89.9 100.0 100.0 TRUE 2.13A30+A28 A30 6.07 1.27 A28 6.24 0.32 301 0.003 6 1 0.013 0.2959 1.51 1.66 0.50 0.2959 0.3152 93.9 100.0 85.3 TRUE 2.14A31+A16 A31 8.39 1.1 A16 8.08 0.73 187.3 0.002 6 1 0.013 0.0523 0.27 0.69 0.50 0.0524 0.2494 21.0 100.0 40.9 TRUE 2.72A32+A31 A32 8.62 1.83 A31 8.39 1.1 118.6 0.006 6 1 0.01 0.0174 0.09 0.86 0.50 0.0182 0.5722 3.0 100.0 10.9 TRUE 2.72A33+A32 A33 9.45 2.67 A32 8.62 1.83 149.8 0.006 6 1 0.01 0.0136 0.07 0.08 0.47 0.0136 0.5462 2.5 93.6 79.2 TRUE 2.73A34+A33 A34 9.45 2.93 A33 9.45 2.67 55.6 0.005 6 1 0.01 0.0021 0.53 0.53 0.00 0.0021 0.4986 0.4 0.9 0.9 FALSE 2.94A35+A33 A35 10.05 3.68 A33 9.45 2.67 173.6 0.006 6 1 0.01 0.0114 0.83 0.84 0.05 0.0121 0.5563 2.1 10.8 11.2 FALSE 3.74A36+A47 A36 10.05 4.57 A47 10.36 4.36 40.9 0.005 6 1 0.01 0.0028 0.54 0.58 0.01 0.0030 0.5228 0.5 1.0 2.7 FALSE 4.58A37+A35 A37 10.51 4.46 A35 10.05 3.68 182.3 0.004 6 1 0.01 0.0086 0.74 0.74 0.04 0.0086 0.4771 1.8 7.9 7.9 FALSE 4.50A38+A37 A38 11.26 6.07 A37 10.51 5.37 109 0.006 6 1 0.01 0.0018 0.53 0.53 0.00 0.0018 0.5845 0.3 0.9 0.9 FALSE 6.07A39+A37 A39 10.5 4.77 A37 10.51 4.46 52.7 0.006 6 1 0.01 0.0068 0.67 0.67 0.03 0.0068 0.5594 1.2 5.5 5.5 FALSE 4.80A40+A39 A40 10.8 5.24 A39 10.5 4.77 80.2 0.006 6 1 0.01 0.0068 0.67 0.67 0.03 0.0068 0.5583 1.2 5.4 5.4 FALSE 5.27A41+A40 A41 11.38 5.82 A40 10.8 5.24 79.5 0.007 6 1 0.01 0.0036 0.66 0.63 0.03 0.0037 0.6231 0.6 5.8 4.3 FALSE 5.84A42+A40 A42 11.13 6.17 A40 10.8 5.49 109.2 0.006 6 1 0.01 0.0018 0.53 0.53 0.00 0.0018 0.5757 0.3 0.9 0.9 FALSE 6.18A43+A44 A43 12.15 6.64 A44 11.23 6.12 85.9 0.006 6 1 0.01 0.0005 0.47 0.47 0.00 0.0005 0.5675 0.1 0.6 0.6 FALSE 6.64A44+A40 A44 11.23 6.12 A40 10.8 5.24 146.4 0.006 6 1 0.01 0.0014 0.53 0.53 0.00 0.0014 0.5656 0.2 0.8 0.8 FALSE 6.12A45+A44 A45 11.14 6.83 A44 11.23 6.12 103.1 0.007 6 1 0.01 0.0009 0.52 0.52 0.00 0.0009 0.6052 0.1 0.7 0.7 FALSE 6.83A46+A32 A46 9.92 3.47 A32 8.62 1.83 256.9 0.006 6 1 0.01 0.0039 0.55 0.55 0.01 0.0041 0.5828 0.7 1.1 1.2 TRUE 3.48A47+A35 A47 10.36 4.36 A35 10.05 3.68 100 0.007 6 1 0.01 0.0028 0.54 0.58 0.01 0.0038 0.6014 0.5 1.0 2.3 FALSE 4.38B2+A1 B2 16 2.46 A1 16.28 2.1 180.8 0.002 12 1 0.013 1.9510 2.48 2.48 1.00 1.9510 1.5899 122.7 100.0 100.0 TRUE 4.84B3+B2 B3 18.59 2.64 B2 16 2.46 239.4 0.001 12 1 0.013 1.9037 2.42 2.42 1.00 1.9038 0.9769 194.9 100.0 100.0 TRUE 5.44B4+B3 B4 20.32 3.42 B3 18.59 2.74 464.8 0.001 12 1 0.013 1.8548 2.36 2.36 1.00 1.8548 1.3627 136.1 100.0 100.0 TRUE 6.64B5+B52 B5 18.61 4.51 B52 20.58 4.29 176.2 0.001 12 1 0.013 1.5936 2.03 2.03 1.00 1.5936 1.2589 126.6 100.0 100.0 TRUE 7.55B6+B5 B6 18.29 5.6 B5 18.61 4.56 158.4 0.007 12 1 0.013 1.5839 2.02 2.02 1.00 1.5839 2.8864 54.9 100.0 100.0 TRUE 7.78B7+B6 B7 18.66 5.76 B6 18.29 5.6 380.1 0 12 1 0.013 1.3735 1.75 1.75 1.00 1.3735 0.7309 187.9 100.0 100.0 TRUE 8.27B8+B7 B8 20.55 6.5 B7 18.66 5.81 371 0.002 12 1 0.013 1.3407 1.71 1.71 1.00 1.3407 1.5364 87.3 100.0 100.0 TRUE 8.73B9+B8 B9 18.41 7.16 B8 20.55 6.55 350.9 0.002 12 1 0.013 1.2880 1.64 1.64 1.00 1.2880 1.4854 86.7 100.0 100.0 TRUE 9.11B10+B9 B10 16.86 7.61 B9 18.41 7.16 289.7 0.002 12 1 0.013 1.1890 1.51 1.51 1.00 1.1890 1.4040 84.7 100.0 100.0 TRUE 9.35B11+B10 B11 16.46 8.71 B10 16.86 7.66 201.4 0.005 12 1 0.013 1.0558 1.34 1.34 1.00 1.0558 2.5723 41.0 100.0 100.0 TRUE 9.42B12+B11 B12 15.83 9.18 B11 16.46 8.76 277 0.002 10 1 0.013 0.9538 1.94 1.94 0.71 0.9538 0.8530 111.8 84.7 84.6 FALSE 9.94B13+B12 B13 15.33 9.53 B12 15.83 9.18 262.7 0.001 12 1 0.013 0.8518 1.66 1.66 0.62 0.8518 1.3003 65.5 62.2 62.2 FALSE 10.15B14+B13 B14 15.47 10.07 B13 15.33 9.53 253.1 0.002 12 1 0.013 0.7498 1.97 1.97 0.49 0.7499 1.6455 45.6 48.8 48.8 FALSE 10.56B15+B49 B15 20.29 12.19 B49 17.11 11.21 330.9 0.003 8 1 0.013 0.7498 2.15 2.15 0.67 0.7502 0.6575 114.0 100.0 100.0 TRUE 13.12 2035 Enhanced PWWF Model Results.xlsx Page 1 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
338
Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
B16+B15 B16 20.39 13.24 B15 20.29 12.19 327.3 0.003 8 1 0.013 0.7498 2.15 2.15 0.67 0.7500 0.6844 109.6 100.0 100.0 TRUE 14.41B17+B13 B17 19.31 13.31 B13 15.33 9.73 501.1 0.007 6 1 0.013 0.1020 1.62 1.57 0.18 0.1020 0.4742 21.5 35.7 36.6 FALSE 13.50B18+B17 B18 22.26 14.3 B17 19.31 13.31 497.2 0.002 6 1 0.013 0.1020 0.97 0.97 0.26 0.1020 0.2504 40.7 52.7 52.7 FALSE 14.56B19+B12 B19 20.74 14.44 B12 15.83 9.88 499.6 0.009 6 1 0.013 0.1020 1.70 1.69 0.17 0.1021 0.5360 19.0 34.5 34.6 FALSE 14.61B20+B19 B20 23.22 19.12 B19 20.74 14.44 585 0.008 6 1 0.013 0.1020 1.62 1.62 0.18 0.1020 0.5019 20.3 35.7 35.7 FALSE 19.30B21+B11 B21 18.68 13.54 B11 16.46 9.36 399.6 0.01 6 1 0.013 0.1020 1.78 1.80 0.17 0.1021 0.5739 17.8 33.2 33.0 FALSE 13.71B22+B21 B22 24.77 18.67 B21 18.68 13.58 399.5 0.013 6 1 0.013 0.1020 1.80 1.80 0.16 0.1020 0.6333 16.1 31.6 31.6 FALSE 18.83B23+B22 B23 28 23.55 B22 24.77 18.67 380.2 0.013 6 1 0.013 0.1020 1.80 1.80 0.16 0.1020 0.6356 16.0 31.5 31.5 FALSE 23.71B24+B10 B24 22.52 15.82 B10 16.86 9.61 492.5 0.013 6 1 0.013 0.1332 2.05 2.05 0.18 0.1332 0.6300 21.1 35.3 35.3 FALSE 16.00B25+B24 B25 27.09 18.84 B24 22.52 15.82 406.2 0.007 6 1 0.013 0.1332 1.77 1.77 0.20 0.1332 0.4838 27.5 40.7 40.7 FALSE 19.05B26+B25 B26 27.62 21.62 B25 27.09 18.84 401.5 0.007 6 1 0.013 0.0666 1.24 1.24 0.16 0.0666 0.4669 14.3 31.7 31.7 FALSE 21.79B27+B25 B27 25.46 19.69 B25 27.09 18.99 318 0.002 6 1 0.013 0.0666 0.82 0.84 0.22 0.0673 0.2633 25.3 43.1 42.8 FALSE 19.91B28+B27 B28 24.83 20.93 B27 25.46 19.69 202 0.006 6 1 0.013 0.0666 1.20 1.27 0.16 0.0681 0.4397 15.1 32.5 31.8 FALSE 21.09B29+B9 B29 19.43 13.68 B9 18.41 7.61 211.2 0.029 6 1 0.013 0.0990 1.63 1.63 0.13 0.0996 0.9513 10.4 25.3 25.3 TRUE 13.81B30+B29 B30 23.55 14.31 B29 19.43 13.83 243.2 0.002 6 1 0.013 0.0330 0.66 0.67 0.15 0.0344 0.2493 13.2 30.3 30.6 FALSE 14.49B31+B29 B31 21.81 15.76 B29 19.43 13.68 256.8 0.008 6 1 0.013 0.0660 1.31 1.31 0.15 0.0662 0.5049 13.1 30.3 30.3 FALSE 15.92B32+B31 B32 26.3 16.37 B31 21.81 15.86 253.7 0.002 6 1 0.013 0.0330 0.63 0.65 0.16 0.0338 0.2515 13.1 31.1 31.1 FALSE 16.54B33+B31 B33 25.73 19.18 B31 21.81 15.76 279.8 0.012 6 1 0.013 0.0330 1.16 1.13 0.10 0.0332 0.6204 5.3 19.9 20.6 FALSE 19.28B34+B8 B34 24.69 15.24 B8 20.55 7.1 251.1 0.032 6 1 0.013 0.0527 1.27 1.27 0.10 0.0535 1.0103 5.2 20.1 20.2 TRUE 15.35B35+B34 B35 26.3 20 B34 24.69 15.24 363.8 0.013 6 1 0.013 0.0527 1.37 1.38 0.12 0.0530 0.6418 8.2 24.9 24.6 FALSE 20.13B36+B35 B36 24.45 20.41 B35 26.3 20 207 0.002 6 1 0.013 0.0527 0.70 0.73 0.20 0.0548 0.2497 21.1 40.9 40.9 FALSE 20.63B37+B6 B37 14.71 7.31 B6 18.29 6.74 262.3 0.002 6 1 0.013 0.2104 1.07 1.10 0.50 0.2154 0.2615 80.4 100.0 100.0 TRUE 8.23B38+B50 B38 12.43 7.93 B50 13.27 7.77 38.9 0.004 6 1 0.013 0.1472 0.75 1.43 0.50 0.1472 0.3599 40.9 100.0 51.8 TRUE 8.42B39+B38 B39 13 8.56 B38 12.43 8.03 265.5 0.002 6 1 0.013 0.1112 1.01 1.01 0.27 0.1112 0.2507 44.4 54.8 54.8 FALSE 8.84B40+B39 B40 13 9.17 B39 13 8.56 306.1 0.002 6 1 0.013 0.1112 1.01 1.01 0.27 0.1114 0.2505 44.4 54.8 54.9 FALSE 9.44B41+B38 B41 11.68 8.37 B38 12.43 8.03 170 0.002 8 1 0.013 0.0360 0.36 0.63 0.22 0.0366 0.5404 6.7 32.8 22.4 FALSE 8.52B42+B41 B42 11.68 8.7 B41 11.68 8.37 166.3 0.002 6 1 0.013 0.0360 0.62 0.62 0.17 0.0360 0.2499 14.4 33.8 33.8 FALSE 8.89B43+B37 B43 15.97 8.74 B37 14.71 8.01 363.4 0.002 6 1 0.013 0.0360 0.62 0.62 0.17 0.0360 0.2515 14.3 33.6 33.6 FALSE 8.93B44+B2 B44 15.76 9.16 B2 16 2.46 296.4 0.023 6 1 0.013 0.0343 1.11 1.11 0.09 0.0343 0.8436 4.1 17.7 17.7 TRUE 9.25B45+B44 B45 14.05 9.86 B44 15.76 9.26 301 0.002 6 1 0.013 0.0343 0.62 0.85 0.16 0.0369 0.2505 13.7 32.3 27.3 FALSE 10.04B46+B5 B46 19 13.75 B5 18.61 12.56 16.9 0.07 6 1 0.013 0.0097 0.63 0.63 0.02 0.0104 1.4875 0.7 3.1 3.3 FALSE 13.78B47+B46 B47 20.58 14.06 B46 19 13.75 157.8 0.002 6 1 0.013 0.0097 0.80 0.79 0.05 0.0112 0.2486 3.9 10.0 9.2 FALSE 14.12B48+B7 B48 22.9 7.11 B7 18.66 6.21 450.2 0.002 6 1 0.013 0.0328 0.17 0.63 0.50 0.0328 0.2509 13.1 100.0 30.9 TRUE 8.28B49+B14 B49 17.11 11.16 B14 15.47 10.07 327.7 0.003 8 1 0.013 0.7498 2.24 2.24 0.61 0.7499 0.6969 107.6 91.7 91.7 TRUE 11.87B50+B37 B50 13.27 7.77 B37 14.71 7.31 204.7 0.002 6 1 0.013 0.1744 0.89 0.92 0.50 0.1798 0.2659 65.6 100.0 100.0 TRUE 8.42B51+B50 B51 14.15 9.95 B50 13.27 7.97 281.7 0.007 6 1 0.013 0.0260 0.68 0.68 0.01 0.0261 0.4704 5.5 2.0 2.0 FALSE 10.05B52+B4 B52 20.58 4.29 B4 20.32 3.57 359.8 0.002 12 1 0.013 1.5936 2.03 2.03 1.00 1.5936 1.5936 100.0 100.0 100.0 TRUE 7.28C1+B16 C1 23.15 14.77 B16 20.39 13.24 401.9 0.004 8 1 0.013 0.7498 2.15 2.15 0.67 0.7500 0.7455 100.6 100.0 100.0 TRUE 16.01C2+C1 C2 21.54 15.19 C1 23.15 14.77 204.3 0.002 8 1 0.013 0.5783 1.66 1.66 0.67 0.5784 0.5479 105.5 100.0 100.0 TRUE 16.45C3+C2 C3 22.97 17.37 C2 21.54 15.24 397.8 0.005 6 1 0.013 0.5066 2.58 2.58 0.50 0.5066 0.4106 123.4 100.0 100.0 TRUE 20.08C4+C3 C4 25.03 19.53 C3 22.97 17.42 436 0.005 6 1 0.013 0.4501 2.29 2.29 0.50 0.4500 0.3903 115.3 100.0 100.0 TRUE 23.25C5+C4 C5 25.49 20.95 C4 25.03 19.53 327.7 0.004 6 1 0.013 0.4501 2.29 2.29 0.50 0.4501 0.3693 121.9 100.0 100.0 TRUE 25.62C6+C5 C6 25.82 21.42 C5 25.49 20.99 87.5 0.005 6 1 0.013 0.3821 1.95 1.95 0.50 0.3821 0.3934 97.1 100.0 100.0 TRUE 26.02C7+C6 C7 34.43 23.65 C6 25.82 21.42 447.8 0.005 6 1 0.013 0.3822 1.95 1.95 0.50 0.3822 0.3960 96.5 100.0 100.0 TRUE 28.41C8+C7 C8 29.93 24.33 C7 34.43 23.65 400.9 0.002 6 1 0.013 0.2797 1.42 1.42 0.50 0.2797 0.2311 121.0 100.0 100.0 TRUE 29.57C9+C8 C9 30 24.55 C8 29.93 24.38 84.1 0.002 6 1 0.013 0.2665 1.36 1.36 0.50 0.2665 0.2522 105.6 100.0 100.0 TRUE 29.72C10+C9 C10 31.71 25.71 C9 30 24.55 300.8 0.004 6 1 0.013 0.2665 1.36 1.36 0.50 0.2665 0.3484 76.5 100.0 100.0 TRUE 30.50C11+C10 C11 41.2 28.9 C10 31.71 25.76 508 0.006 6 1 0.013 0.1754 0.89 1.91 0.50 0.1760 0.4411 39.8 100.0 47.5 TRUE 31.11C12+C1 C12 23.43 14.9 C1 23.15 14.77 264.8 0 6 1 0.01 0.1716 0.87 0.87 0.50 0.1716 0.1616 106.2 100.0 100.0 TRUE 16.18C13+C12 C13 23 15.99 C12 23.43 15.03 480.7 0.002 6 1 0.013 0.0472 0.24 0.24 0.50 0.0472 0.2507 18.8 100.0 100.0 TRUE 16.24C14+C12 C14 24.3 15.8 C12 23.43 14.9 282.1 0.003 6 1 0.01 0.1244 0.63 0.63 0.50 0.1244 0.4120 30.2 100.0 100.0 TRUE 16.21C15+C14 C15 22.5 18.05 C14 24.3 16.1 565.3 0.003 6 1 0.013 0.0572 0.89 0.89 0.18 0.0572 0.3295 17.4 36.1 36.1 FALSE 18.25C16+C14 C16 26.5 17.4 C14 24.3 15.8 272.9 0.006 6 1 0.01 0.0672 1.41 1.42 0.11 0.0675 0.5585 12.0 22.9 29.0 FALSE 17.55C17+C16 C17 27.07 19.62 C16 26.5 17.4 332.8 0.007 6 1 0.013 0.0572 1.13 1.13 0.15 0.0572 0.4582 12.5 30.4 30.4 FALSE 19.77C18+C17 C18 28 20.36 C17 27.07 19.62 369.6 0.002 6 1 0.013 0.0572 0.73 0.74 0.21 0.0575 0.2510 22.8 41.9 41.8 FALSE 20.58C19+C2 C19 21.59 15.49 C2 21.54 15.24 264.1 0.001 6 1 0.013 0.0716 0.36 0.39 0.50 0.0769 0.1726 41.5 100.0 100.0 TRUE 16.49C20+C19 C20 23.19 17.64 C19 21.59 15.54 198.5 0.011 6 1 0.013 0.0330 1.16 1.16 0.10 0.0330 0.5771 5.7 20.2 20.2 TRUE 17.74C21+C19 C21 23.94 17.74 C19 21.59 15.54 284.2 0.008 6 1 0.013 0.0330 0.52 1.03 0.18 0.0332 0.4937 6.7 35.7 22.1 TRUE 17.90C22+C21 C22 24.43 18.08 C21 23.94 17.79 91.8 0.003 6 1 0.013 0.0330 0.75 0.75 0.14 0.0330 0.3154 10.5 27.5 27.5 FALSE 18.24C23+C3 C23 23.27 18.07 C3 22.97 17.42 400.5 0.002 6 1 0.013 0.0566 0.29 0.68 0.50 0.0568 0.2260 25.0 100.0 44.1 TRUE 20.13C24+C23 C24 25.53 18.72 C23 23.27 18.42 151.2 0.002 6 1 0.013 0.0283 0.14 0.65 0.50 0.0283 0.2500 11.3 100.0 27.2 TRUE 20.13 2035 Enhanced PWWF Model Results.xlsx Page 2 of 12
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339
Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
C25+C23 C25 25.08 19.73 C23 23.27 18.17 303.1 0.005 6 1 0.013 0.0283 0.14 0.61 0.50 0.0284 0.4025 7.0 100.0 28.6 TRUE 20.13C26+D9 C26 29.07 24.47 D9 27.55 21.3 435.8 0.007 6 1 0.013 0.2000 2.06 2.06 0.25 0.2000 0.4785 41.8 49.5 49.5 FALSE 24.72C27+C5 C27 25 21.41 C5 25.49 20.97 221.6 0.002 6 1 0.013 0.0680 0.35 0.83 0.50 0.0691 0.2500 27.2 100.0 44.0 TRUE 25.65C28+C27 C28 27.89 23.34 C27 25 21.41 43 0.045 6 1 0.013 0.0195 0.10 0.64 0.50 0.0195 1.1891 1.6 100.0 1.9 TRUE 25.65C29+C28 C29 32.14 23.94 C28 27.89 23.34 298.4 0.002 6 1 0.013 0.0195 0.10 0.76 0.50 0.0195 0.2516 7.8 100.0 18.8 TRUE 25.65C30+C27 C30 28.53 23.63 C27 25 21.41 162.9 0.014 6 1 0.013 0.0485 0.25 1.33 0.50 0.0485 0.6551 7.4 100.0 24.1 TRUE 25.65C31+C30 C31 29.09 23.76 C30 28.53 23.63 67.1 0.002 6 1 0.013 0.0195 0.10 0.84 0.50 0.0195 0.2469 7.9 100.0 17.5 TRUE 25.65C32+C30 C32 30.12 24.36 C30 28.53 23.63 146.7 0.005 6 1 0.013 0.0290 0.15 1.12 0.50 0.0313 0.3958 7.3 100.0 18.4 TRUE 25.65C33+C32 C33 31.26 24.53 C32 30.12 24.39 70.7 0.002 6 1 0.013 0.0195 0.10 0.87 0.50 0.0200 0.2497 7.8 100.0 17.4 TRUE 25.65C34+C32 C34 30 24.5 C32 30.12 24.39 56.9 0.002 6 1 0.013 0.0095 0.05 0.82 0.50 0.0095 0.2468 3.8 100.0 10.9 TRUE 25.65C35+C7 C35 31.98 25.2 C7 34.43 23.65 403.4 0.004 6 1 0.013 0.1025 0.52 1.25 0.50 0.1027 0.3478 29.5 100.0 43.5 TRUE 28.41C36+C35 C36 32.58 25.7 C35 31.98 25.2 92 0.005 6 1 0.013 0.1025 0.52 1.41 0.50 0.1025 0.4137 24.8 100.0 39.7 TRUE 28.41C37+C36 C37 34.3 26.67 C36 32.58 25.73 153.2 0.006 6 1 0.013 0.0567 0.29 1.10 0.50 0.0567 0.4394 12.9 100.0 30.9 TRUE 28.41C39+C37 C39 33.37 27.03 C37 34.3 26.7 164.1 0.002 6 1 0.013 0.0458 0.23 0.69 0.50 0.0478 0.2516 18.2 100.0 38.1 TRUE 28.41C40+C36 C40 32.93 26.9 C36 32.58 25.83 257.5 0.004 6 1 0.013 0.0459 0.23 0.23 0.50 0.0459 0.3617 12.7 100.0 100.0 TRUE 28.41C41+C40 C41 33.56 27.26 C40 32.93 26.93 191.4 0.002 6 1 0.013 0.0459 0.23 0.23 0.50 0.0459 0.2330 19.7 100.0 100.0 TRUE 28.41C42+C41 C42 34.21 27.91 C41 33.56 27.31 300.1 0.002 6 1 0.013 0.0458 0.23 0.65 0.50 0.0458 0.2509 18.3 100.0 39.0 TRUE 28.41C43+C8 C43 30.16 24.53 C8 29.93 24.33 101 0.002 6 1 0.013 0.0132 0.07 0.82 0.50 0.0132 0.2496 5.3 100.0 13.6 TRUE 29.57C44+C10 C44 32.45 26.73 C10 31.71 25.76 154.5 0.006 6 1 0.013 0.0911 0.46 1.50 0.50 0.0914 0.4445 20.5 100.0 34.8 TRUE 30.50C45+C44 C45 33.66 27.91 C44 32.45 26.77 166.1 0.007 6 1 0.013 0.0911 0.46 1.46 0.50 0.0911 0.4648 19.6 100.0 35.5 TRUE 30.50C46+C45 C46 36.3 29.85 C45 33.66 27.91 255.5 0.008 6 1 0.013 0.0911 0.46 0.46 0.50 0.0911 0.4889 18.6 100.0 100.0 TRUE 30.50C47+C46 C47 35.05 30.62 C46 36.3 30 309.1 0.002 6 1 0.013 0.0911 0.92 0.92 0.25 0.0911 0.2513 36.3 50.1 50.1 FALSE 30.90C48+C11 C48 43.08 29.1 C11 41.2 28.98 178.7 0.001 6 1 0.013 0.1754 0.89 1.03 0.50 0.1755 0.1454 120.6 100.0 80.6 TRUE 31.27C49+C48 C49 41.32 29.82 C48 43.08 29.1 247.7 0.003 6 1 0.013 0.1754 0.89 1.39 0.50 0.1755 0.3025 58.0 100.0 61.4 TRUE 31.52C50+C49 C50 40.78 30.68 C49 41.32 29.82 361.2 0.002 6 1 0.013 0.1755 0.89 1.28 0.50 0.1755 0.2738 64.1 100.0 65.7 TRUE 31.93C51+C50 C51 38.55 32.75 C50 40.78 30.68 556.1 0.004 6 1 0.013 0.1755 0.96 1.53 0.44 0.1755 0.3423 51.3 87.3 56.5 TRUE 33.04D1+E4 D1 17.33 6.83 E4 16.28 6.08 354.5 0.002 12 1 0.013 2.7416 3.49 3.49 1.00 2.7416 1.6388 167.3 100.0 100.0 TRUE 11.99D2+D1 D2 17.54 6.91 D1 17.33 6.88 53.3 0.001 12 1 0.013 2.6574 3.38 3.38 1.00 2.6574 0.8455 314.3 100.0 100.0 TRUE 12.19D3+D2 D3 18.91 7.46 D2 17.54 6.99 363.3 0.001 12 1 0.013 2.6573 3.38 3.38 1.00 2.6573 1.2815 207.4 100.0 100.0 TRUE 14.19D4+D3 D4 19 8.15 D3 18.91 7.56 296.1 0.002 8 1 0.013 0.8778 2.51 2.52 0.67 0.8797 0.5393 162.8 100.0 100.0 TRUE 15.84D5+D4 D5 19 8.29 D4 19 8.15 69.6 0.002 8 1 0.013 0.8780 2.51 2.52 0.67 0.8800 0.5418 162.1 100.0 100.0 TRUE 16.15D6+D5 D6 19.87 13.77 D5 19 8.29 246.1 0.022 8 1 0.013 0.5905 1.69 1.69 0.67 0.5905 1.8033 32.7 100.0 100.0 TRUE 16.16D7+D6 D7 19.85 15.5 D6 19.87 13.82 398 0.004 6 1 0.013 0.5905 3.01 3.01 0.50 0.5905 0.3646 162.0 100.0 100.0 TRUE 19.22D8+D7 D8 21.51 16.11 D7 19.85 15.5 157.8 0.004 6 1 0.013 0.2105 1.07 1.07 0.50 0.2105 0.3488 60.4 100.0 100.0 TRUE 19.22D9+D8 D9 27.55 21.3 D8 21.51 16.11 496 0.01 6 1 0.013 0.2000 2.27 2.51 0.23 0.2003 0.5739 34.8 45.9 42.6 TRUE 21.52D10+D3 D10 21.78 10.58 D3 18.91 7.81 489.1 0.006 10 1 0.013 1.7797 3.26 3.26 0.83 1.7797 1.6487 107.9 100.0 100.0 TRUE 17.45D16+D20 D16 23 13.91 D20 22 13 453.9 0.002 10 1 0.013 0.3131 0.57 0.57 0.83 0.3131 0.9810 31.9 100.0 100.0 TRUE 18.13D17+D16 D17 23.1 14.18 D16 23 13.91 136.3 0.002 10 1 0.013 0.3131 0.57 0.57 0.83 0.3131 0.9751 32.1 100.0 100.0 TRUE 18.13D19+D10 D19 21.54 12.39 D10 21.78 10.63 48.1 0.037 10 1 0.013 1.7797 3.26 3.26 0.83 1.7797 4.1895 42.5 100.0 100.0 TRUE 17.71D20+D19 D20 22 13 D19 21.54 12.89 52.7 0.002 6 1 0.013 0.4548 2.32 2.32 0.50 0.4548 0.2564 177.4 100.0 100.0 TRUE 18.06D21+D19 D21 20.93 15.08 D19 21.54 12.84 390.8 0.006 8 1 0.013 1.3249 3.79 3.79 0.67 1.3249 0.9148 144.8 100.0 100.0 TRUE 22.59D22+D21 D22 22.23 15.84 D21 20.93 15.13 149 0.005 8 1 0.013 1.3249 3.79 3.79 0.67 1.3249 0.8341 158.8 100.0 100.0 TRUE 24.42D23+D22 D23 22.62 16.12 D22 22.23 15.88 73.3 0.003 8 1 0.013 0.6630 1.90 1.90 0.67 0.6630 0.6914 95.9 100.0 100.0 TRUE 24.57D24+D23 D24 24.01 17.46 D23 22.62 16.12 349.8 0.004 8 1 0.013 0.6630 1.90 1.90 0.67 0.6630 0.7478 88.7 100.0 100.0 TRUE 25.64D25+D24 D25 24.45 18.45 D24 24.01 17.56 300.9 0.003 6 1 0.013 0.3230 1.64 1.64 0.50 0.3230 0.3052 105.8 100.0 100.0 TRUE 25.64D26+D25 D26 24.79 19.26 D25 24.45 18.5 156.7 0.005 6 1 0.013 0.3230 1.64 1.64 0.50 0.3230 0.3907 82.7 100.0 100.0 TRUE 25.64D27+D26 D27 26.68 20.86 D26 24.79 19.28 392.4 0.004 6 1 0.013 0.1700 0.87 1.56 0.50 0.1701 0.3560 47.7 100.0 54.2 TRUE 25.64D28+D27 D28 27.45 21.65 D27 26.68 20.9 81.1 0.009 6 1 0.013 0.1700 0.87 2.12 0.50 0.1700 0.5394 31.5 100.0 42.7 TRUE 25.64D29+C37 D29 34.53 27.53 C37 34.3 26.7 129.5 0.006 6 1 0.013 0.0000 0.00 0.00 0.50 0.0000 0.4492 0.0 100.0 0.0 TRUE 28.41D29+D28 D29 34.53 27.53 D28 27.45 21.67 465.5 0.013 6 1 0.013 0.0000 0.00 0.00 0.50 0.0000 0.6295 0.0 100.0 0.0 TRUE 27.53D30+D26 D30 26.26 21.18 D26 24.79 19.29 436.5 0.004 6 1 0.013 0.1530 0.78 1.54 0.50 0.1533 0.3692 41.4 100.0 50.6 TRUE 25.64D31+D30 D31 26.68 21.76 D30 26.26 21.46 152.5 0.002 6 1 0.013 0.0765 0.39 0.85 0.50 0.0765 0.2488 30.7 100.0 46.6 TRUE 25.64D32+D30 D32 26.44 21.71 D30 26.26 21.46 126.2 0.002 6 1 0.013 0.0765 0.39 0.92 0.50 0.0790 0.2497 30.6 100.0 45.2 TRUE 25.64D33+D24 D33 28.14 19.34 D24 24.01 17.51 450.4 0.004 8 1 0.013 0.1686 0.48 1.68 0.67 0.1703 0.7702 21.9 100.0 33.2 TRUE 25.66D34+D33 D34 34.45 22.3 D33 28.14 19.34 293.3 0.01 8 1 0.013 0.1686 0.48 1.40 0.67 0.1803 1.2139 13.9 100.0 0.0 TRUE 25.66D35+D34 D35 33.56 22.51 D34 34.45 22.3 177.8 0.001 6 1 0.013 0.1686 0.86 1.09 0.50 0.1686 0.1928 87.4 100.0 73.7 TRUE 25.78D36+D35 D36 31.3 25.05 D35 33.56 22.56 250.8 0.01 6 1 0.013 0.0200 0.10 0.10 0.50 0.0200 0.5591 3.6 100.0 100.0 TRUE 25.78D37+D36 D37 31.11 26.01 D36 31.3 25.05 367.8 0.003 6 1 0.013 0.0200 0.31 0.83 0.18 0.0202 0.2866 7.0 36.5 18.1 TRUE 26.13D38+D37 D38 32 26.64 D37 31.11 26.16 237.7 0.002 6 1 0.013 0.0100 0.76 0.63 0.04 0.0164 0.2521 4.0 8.6 1.9 FALSE 26.70D39+D38 D39 32.14 26.81 D38 32 26.64 84.1 0.002 6 1 0.013 0.0100 0.80 0.80 0.05 0.0100 0.2522 4.0 10.0 10.1 FALSE 26.87D40+D37 D40 32 26.6 D37 31.11 26.21 193.6 0.002 6 1 0.013 0.0100 0.79 0.79 0.05 0.0101 0.2518 4.0 9.5 9.7 FALSE 26.66 2035 Enhanced PWWF Model Results.xlsx Page 3 of 12
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Last Printed: 5/12/2025
340
Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
D41+D24 D41 31.35 25.75 D24 24.01 17.51 190.6 0.043 6 1 0.013 0.1714 0.87 0.87 0.50 0.1714 1.1666 14.7 100.0 100.0 TRUE 25.90D42+D41 D42 30 26 D41 31.35 25.8 100.2 0.002 6 1 0.013 0.0214 0.72 0.72 0.10 0.0214 0.2506 8.5 20.8 20.8 FALSE 26.11D43+D41 D43 32 26.89 D41 31.35 25.85 517.4 0.002 6 1 0.013 0.1500 1.14 1.14 0.32 0.1500 0.2516 59.6 63.7 63.7 FALSE 27.21D44+D43 D44 32 27.12 D43 32 26.89 113 0.002 6 1 0.013 0.1500 1.21 1.21 0.30 0.1500 0.2531 59.3 60.3 60.3 FALSE 27.44D47+D22 D47 20.69 17.09 D22 22.23 15.86 299.2 0.004 8 1 0.013 0.3500 1.00 1.00 0.67 0.3500 0.7748 45.2 100.0 100.0 TRUE 24.42D48+D47 D48 22.05 18.7 D47 20.69 17.09 401 0.004 6 1 0.013 0.3500 1.78 1.78 0.50 0.3500 0.3555 98.4 100.0 100.0 TRUE 24.42D49+D48 D49 27.59 21.99 D48 22.05 18.7 399.7 0.008 6 1 0.013 0.3500 1.78 2.59 0.50 0.3500 0.5090 68.8 100.0 65.0 TRUE 24.43D50+D49 D50 31.35 22.83 D49 27.59 21.99 421.6 0.002 6 1 0.013 0.3500 1.78 1.78 0.50 0.3500 0.2504 139.8 100.0 100.0 TRUE 24.43D51+D7 D51 23.54 18.66 D7 19.85 15.5 457.8 0.007 6 1 0.013 0.3800 1.93 1.93 0.50 0.3800 0.4661 81.5 100.0 100.0 TRUE 21.64D52+D51 D52 27.31 20.31 D51 23.54 18.69 267 0.006 6 1 0.013 0.2400 1.22 2.18 0.50 0.2408 0.4370 54.9 100.0 55.0 TRUE 22.19D53+D52 D53 29.62 21.22 D52 27.31 20.31 247.8 0.004 6 1 0.013 0.1200 0.61 1.32 0.50 0.1203 0.3400 35.3 100.0 47.1 TRUE 22.28D54+D53 D54 29.68 21.68 D53 29.62 21.27 74.9 0.005 6 1 0.013 0.1200 0.61 1.52 0.50 0.1202 0.4152 28.9 100.0 42.3 TRUE 22.28D55+D54 D55 30.37 22.39 D54 29.68 21.88 252.3 0.002 6 1 0.013 0.1200 1.05 1.05 0.28 0.1207 0.2523 47.6 56.6 56.6 FALSE 22.67D56+D35 D56 35.05 23.65 D35 33.56 22.51 286.3 0.004 6 1 0.013 0.1486 0.76 1.51 0.50 0.1490 0.3540 42.0 100.0 50.2 TRUE 25.99D57+D56 D57 37.86 26.21 D56 35.05 23.7 197.1 0.013 6 1 0.013 0.1486 0.76 1.34 0.50 0.1493 0.6331 23.5 100.0 3.5 TRUE 26.48D58+D57 D58 37.67 27.07 D57 37.86 26.36 158 0.004 6 1 0.013 0.1486 1.55 1.55 0.25 0.1486 0.3761 39.5 49.1 49.1 FALSE 27.32D59+D58 D59 37.27 28.53 D58 37.67 27.12 151.4 0.009 6 1 0.013 0.1486 2.02 2.02 0.20 0.1486 0.5414 27.4 40.1 40.1 FALSE 28.74D60+D59 D60 37.44 29.8 D59 37.27 28.57 112.6 0.011 6 1 0.013 0.1336 2.05 2.05 0.18 0.1336 0.5864 22.8 36.7 36.7 FALSE 29.99D61+D60 D61 37.37 30.05 D60 37.44 29.84 101 0.002 6 1 0.013 0.1336 1.17 1.17 0.28 0.1336 0.2559 52.2 56.4 56.4 FALSE 30.35D62+D59 D62 32.76 29.07 D59 37.27 28.57 247.7 0.002 6 1 0.013 0.0150 0.80 0.81 0.08 0.0151 0.2521 6.0 15.2 15.0 FALSE 29.16D63+D5 D63 19.63 8.6 D5 19 8.29 296.6 0.001 8 1 0.013 0.2661 0.76 0.77 0.67 0.2687 0.3906 68.1 100.0 100.0 TRUE 16.24D64+D63 D64 24.68 17.38 D63 19.63 8.56 470.5 0.019 6 1 0.013 0.2068 1.05 1.11 0.50 0.2108 0.7682 26.9 100.0 92.8 TRUE 17.68D65+D64 D65 28.98 20.08 D64 24.68 17.38 448 0.006 6 1 0.013 0.1989 1.92 1.92 0.26 0.1989 0.4356 45.7 52.2 52.2 FALSE 20.34D66+D65 D66 29.37 20.96 D65 28.98 20.13 412.5 0.002 8 1 0.013 0.1989 1.27 1.27 0.31 0.1989 0.5420 36.7 45.9 45.9 FALSE 21.28D67+D63 D67 18.77 12.39 D63 19.63 8.6 294.1 0.013 6 1 0.013 0.0603 0.31 0.31 0.50 0.0603 0.6369 9.5 100.0 100.0 TRUE 16.24D68+D67 D68 19 12.7 D67 18.77 12.42 138.9 0.002 6 1 0.013 0.0301 0.15 0.70 0.50 0.0310 0.2519 11.9 100.0 27.6 TRUE 16.24D69+D67 D69 19 12.94 D67 18.77 12.42 259 0.002 6 1 0.013 0.0301 0.15 0.15 0.50 0.0301 0.2514 12.0 100.0 100.0 TRUE 16.24D70+D51 D70 24 18.86 D51 23.54 18.72 70.8 0.002 6 1 0.013 0.1400 0.71 1.27 0.50 0.1412 0.2494 56.1 100.0 55.3 TRUE 21.66D71+D52 D71 28.07 22.62 D52 27.31 21.11 130 0.012 6 1 0.013 0.1200 0.90 1.96 0.32 0.1200 0.6047 19.8 64.2 34.4 TRUE 22.79D72+D20 D72 22.5 13.56 D20 22 13 279.6 0.002 10 1 0.013 0.1418 0.26 1.09 0.83 0.1420 0.9806 14.5 100.0 28.8 TRUE 18.06D73+D72 D73 23 14.16 D72 22.5 13.56 297.4 0.002 8 1 0.013 0.1417 0.41 1.12 0.67 0.1419 0.5428 26.1 100.0 39.2 TRUE 18.07D74+D73 D74 23.2 14.58 D73 23 14.16 210.2 0.002 8 1 0.013 0.1169 0.33 0.74 0.67 0.1171 0.5401 21.6 100.0 46.3 TRUE 18.07E1+H9 E1 12.09 3.59 H9 11.84 3.09 269.8 0.002 18 1 0.013 4.1456 3.23 3.23 1.02 4.1456 4.5221 91.7 68.3 68.3 FALSE 4.69E2+E1 E2 13.48 4.23 E1 12.09 3.64 283.2 0.002 12 1 0.013 2.7416 3.49 3.49 1.00 2.7416 1.6261 168.6 100.0 100.0 TRUE 6.29E3+E2 E3 15.11 4.76 E2 13.48 4.33 279.6 0.002 12 1 0.013 2.7416 3.49 3.49 1.00 2.7416 1.3970 196.2 100.0 100.0 TRUE 7.88E4+E3 E4 16.28 6.08 E3 15.11 5.01 356.7 0.003 12 1 0.013 2.7416 3.49 3.49 1.00 2.7416 1.9512 140.5 100.0 100.0 TRUE 9.94E6+E1 E6 11.14 4.84 E1 12.09 4.04 501 0.002 12 1 0.013 1.4034 2.14 2.14 0.78 1.4034 1.4236 98.6 77.7 77.7 FALSE 5.67E7+E6 E7 11.77 6.02 E6 11.14 4.84 310.5 0.004 12 1 0.013 1.3418 2.85 2.85 0.58 1.3430 2.1961 61.1 57.9 57.9 FALSE 6.61E8+E7 E8 13.72 6.77 E7 11.77 6.07 354.7 0.002 12 1 0.013 1.1228 2.18 2.18 0.62 1.1228 1.5826 70.9 62.3 62.3 FALSE 7.41E9+E8 E9 13.77 7.32 E8 13.72 6.82 341.1 0.001 12 1 0.013 0.7993 1.79 1.79 0.55 0.7993 1.3640 58.6 55.3 55.3 FALSE 7.89E10+E9 E10 14.53 7.78 E9 13.77 7.32 192.1 0.002 12 1 0.013 0.7993 2.12 2.12 0.48 0.7993 1.7432 45.9 48.4 48.4 FALSE 8.27E11+E10 E11 14.94 8.04 E10 14.53 7.93 194.9 0.001 12 1 0.013 0.4228 1.31 1.31 0.43 0.4228 0.8465 50.0 43.0 43.0 FALSE 8.51E12+E11 E12 20.13 9.13 E11 14.94 8.14 494.5 0.002 12 1 0.013 0.4228 1.62 1.62 0.37 0.4228 1.5941 26.5 36.7 36.7 FALSE 9.50E13+E12 E13 18.72 10 E12 20.13 9.18 450.3 0.002 8 1 0.013 0.2802 1.38 1.38 0.38 0.2802 0.5157 54.3 56.4 56.4 FALSE 10.38E14+E13 E14 17.24 10.39 E13 18.72 10.12 185.5 0.001 8 1 0.013 0.2317 1.25 1.25 0.35 0.2317 0.4609 50.3 52.3 52.3 FALSE 10.76E15+E14 E15 15.27 10.72 E14 17.24 10.49 246.2 0.001 8 1 0.013 0.2011 1.04 1.04 0.36 0.2011 0.3693 54.5 54.3 54.3 FALSE 11.10E20+E7 E20 12.61 7.71 E7 11.77 6.12 504.5 0.003 6 1 0.013 0.1106 1.19 1.19 0.24 0.1106 0.3150 35.1 47.7 47.7 FALSE 7.95E21+E20 E21 14.72 8.53 E20 12.61 7.76 385.6 0.002 6 1 0.013 0.0609 0.76 0.76 0.21 0.0609 0.2507 24.3 42.9 42.9 FALSE 8.76E22+E8 E22 15.38 8.48 E8 13.72 6.87 449.9 0.004 6 1 0.013 0.1155 1.28 1.28 0.23 0.1155 0.3356 34.4 46.9 46.9 TRUE 8.72E23+E22 E23 16.82 10.42 E22 15.38 8.48 438.8 0.004 6 1 0.013 0.0609 1.02 1.02 0.17 0.0610 0.3731 16.3 34.4 34.4 FALSE 10.61E25+E50 E25 16.75 10.9 E50 16.04 9.64 231.9 0.005 6 1 0.013 0.3067 2.12 2.12 0.35 0.3067 0.4136 74.1 69.0 69.0 FALSE 11.25E26+E25 E26 19.82 13.82 E25 16.75 10.9 488.2 0.006 6 1 0.013 0.0670 1.23 1.24 0.16 0.0670 0.4339 15.4 32.0 32.0 FALSE 13.98E27+E12 E27 21.28 15.85 E12 20.13 9.53 576.2 0.011 6 1 0.013 0.0427 1.14 1.14 0.12 0.0427 0.5876 7.3 24.5 24.5 FALSE 15.97E28+E27 E28 22 15.93 E27 21.28 15.81 61.8 0.002 6 1 0.013 0.0427 0.71 0.71 0.17 0.0427 0.2472 17.3 34.4 34.4 FALSE 16.13E29+E12 E29 23.08 15.79 E12 20.13 9.58 247 0.025 6 1 0.013 0.1000 1.66 1.63 0.13 0.1008 0.8896 11.2 26.3 25.2 FALSE 15.92E30+E29 E30 27 20.5 E29 23.08 15.83 502.3 0.009 6 1 0.013 0.0737 1.46 1.46 0.15 0.0738 0.5410 13.6 30.4 30.4 FALSE 20.66E31+E29 E31 27.93 20.63 E29 23.08 15.83 252.3 0.019 6 1 0.013 0.0610 1.40 1.40 0.12 0.0610 0.7739 7.9 23.8 23.8 FALSE 20.75E32+E31 E32 28 21.21 E31 27.93 20.68 263.2 0.002 6 1 0.013 0.0610 0.76 0.77 0.21 0.0617 0.2518 24.2 42.8 42.7 FALSE 21.44E33+E13 E33 21.41 15.78 E13 18.72 10.02 228.9 0.025 8 1 0.013 0.0487 1.21 1.21 0.09 0.0487 1.9166 2.5 14.0 14.0 FALSE 15.87E33+E29 E33 21.41 17.11 E29 23.08 15.86 455.1 0.003 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.2941 0.0 0.0 0.0 FALSE 17.11E34+E33 E34 24.94 18.94 E33 21.41 15.83 278.9 0.011 6 1 0.013 0.0400 1.12 1.10 0.12 0.0401 0.5925 6.8 23.7 24.1 FALSE 19.06 2035 Enhanced PWWF Model Results.xlsx Page 4 of 12
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341
Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
E35+E14 E35 19.06 11.41 E14 17.24 10.74 333 0.002 6 1 0.013 0.0306 0.65 0.82 0.14 0.0327 0.2517 12.2 29.0 25.6 FALSE 11.57E36+E15 E36 17.4 12.35 E15 15.27 10.82 420.2 0.004 6 1 0.013 0.1827 1.54 1.54 0.29 0.1827 0.3385 54.0 58.3 58.3 FALSE 12.65E37+E36 E37 18 13.11 E36 17.4 12.4 353.2 0.002 6 1 0.013 0.0609 0.76 0.82 0.21 0.0619 0.2515 24.2 42.8 40.9 FALSE 13.34E38+E36 E38 18.78 13.33 E36 17.4 12.35 233.6 0.004 6 1 0.013 0.1218 1.41 1.41 0.23 0.1218 0.3634 33.5 45.2 45.2 FALSE 13.56E39+E38 E39 19 14.13 E38 18.78 13.53 300.6 0.002 6 1 0.013 0.0609 0.76 0.77 0.21 0.0610 0.2507 24.3 42.9 42.4 FALSE 14.36E40+E38 E40 22.91 14.25 E38 18.78 13.33 458.2 0.002 6 1 0.013 0.0609 0.76 0.76 0.21 0.0612 0.2514 24.2 42.8 42.8 FALSE 14.48E41+E15 E41 16 11.07 E15 15.27 10.87 98.3 0.002 6 1 0.013 0.0183 0.43 0.44 0.13 0.0183 0.2530 7.2 26.7 26.5 FALSE 11.17E42+E10 E42 14.56 10.06 E10 14.53 7.88 550.5 0.004 6 1 0.013 0.0698 1.04 1.04 0.19 0.0698 0.3531 19.8 37.3 37.3 FALSE 10.25E44+E8 E44 12.57 8.62 E8 13.72 6.82 630.5 0.003 6 1 0.013 0.2080 1.45 1.45 0.34 0.2080 0.2998 69.4 68.3 68.3 TRUE 8.97E45+E44 E45 13.15 9.55 E44 12.57 8.57 319.4 0.003 6 1 0.013 0.2080 1.50 1.50 0.33 0.2080 0.3108 66.9 66.5 66.5 FALSE 9.89E46+E7 E46 11 7.4 E7 11.77 6.02 500.5 0.003 6 1 0.013 0.1092 1.13 1.13 0.25 0.1092 0.2946 37.1 49.3 49.3 TRUE 7.65E47+E46 E47 11.54 8.31 E46 11 7.4 455.2 0.002 6 1 0.013 0.1092 1.00 1.00 0.27 0.1092 0.2509 43.5 54.3 54.3 FALSE 8.58E48+E6 E48 11.94 7.54 E6 11.14 5.19 498.5 0.005 6 1 0.013 0.0609 1.02 1.04 0.17 0.0609 0.3852 15.8 34.3 33.9 FALSE 7.71E49+E48 E49 11.53 8.46 E48 11.94 7.54 457.8 0.002 6 1 0.013 0.0609 0.76 0.76 0.21 0.0612 0.2515 24.2 42.8 42.7 FALSE 8.69E50+E10 E50 16.04 9.64 E10 14.53 7.88 217.9 0.008 6 1 0.013 0.3067 2.41 2.41 0.31 0.3067 0.5043 60.8 61.6 61.6 FALSE 9.95F7+T25 F7 4.65 0.3 T25 3.95 -2.2 477 0.005 6 1 0.013 0.4292 2.19 2.19 0.50 0.4292 0.4062 105.7 100.0 100.0 TRUE 2.02F8+F7 F8 8.3 1.38 F7 4.65 0.3 356.7 0.003 6 1 0.013 0.4139 2.11 2.11 0.50 0.4139 0.3087 134.1 100.0 100.0 TRUE 4.22F9+F23 F9 8.21 3.11 F23 8.23 2.7 110 0.004 6 1 0.013 0.2146 1.09 1.09 0.50 0.2146 0.3425 62.7 100.0 100.0 TRUE 5.04F10+F9 F10 11.76 4.96 F9 8.21 3.21 462.6 0.004 6 1 0.013 0.2146 1.09 1.65 0.50 0.2147 0.3451 62.2 100.0 62.9 TRUE 5.86F11+F10 F11 13 6.84 F10 11.76 5.06 419.8 0.004 6 1 0.013 0.2146 1.73 1.72 0.30 0.2147 0.3653 58.8 60.5 60.6 TRUE 7.15F12+F11 F12 13 7.65 F11 13 6.94 355.2 0.002 6 1 0.013 0.0994 0.96 0.96 0.26 0.0994 0.2508 39.6 52.1 52.1 FALSE 7.91F13+F19 F13 15.24 10.24 F19 15.18 10.23 24.2 0 6 1 0.013 0.0260 0.34 0.35 0.21 0.0261 0.1141 22.8 41.1 40.8 FALSE 10.46F14+F8 F14 9.56 5.64 F8 8.3 1.76 463.1 0.008 6 1 0.013 0.0362 0.28 1.03 0.31 0.0363 0.5136 7.1 61.8 23.5 TRUE 5.76F15+F11 F15 13.27 7.77 F11 13 7.17 301.1 0.002 6 1 0.013 0.0775 0.85 0.85 0.23 0.0775 0.2505 30.9 47.0 47.0 FALSE 8.01F16+F15 F16 13.27 8.24 F15 13.27 7.77 238 0.002 6 1 0.013 0.0648 0.78 0.78 0.22 0.0648 0.2494 26.0 44.0 44.0 FALSE 8.48F17+F22 F17 15.11 8.76 F22 13 8.39 130.3 0.003 6 1 0.013 0.0994 1.10 1.10 0.23 0.1002 0.2990 33.2 46.9 47.1 FALSE 9.00F18+F17 F18 15.34 9.94 F17 15.11 8.89 197.5 0.005 6 1 0.013 0.0260 1.07 1.07 0.09 0.0260 0.4091 6.4 17.8 17.8 FALSE 10.04F19+F20 F19 15.18 10.33 F20 15.15 9.7 188.8 0.003 6 1 0.013 0.0260 0.94 0.99 0.10 0.0271 0.3241 8.0 19.8 19.7 FALSE 10.46F20+F17 F20 15.15 9.7 F17 15.11 8.86 281.2 0.003 6 1 0.013 0.0734 0.96 1.01 0.21 0.0778 0.3067 23.9 41.2 41.3 FALSE 9.91F21+F20 F21 15.15 10.38 F20 15.15 9.7 136.4 0.005 6 1 0.013 0.0260 0.75 0.76 0.12 0.0263 0.3961 6.6 23.3 23.1 FALSE 10.49F22+F12 F22 13 8.39 F12 13 7.65 158.8 0.005 6 1 0.013 0.0994 1.33 1.33 0.20 0.0998 0.3830 26.0 40.6 40.6 FALSE 8.60F23+F8 F23 8.23 2.7 F8 8.3 1.48 327.4 0.004 6 1 0.013 0.2404 1.22 1.22 0.50 0.2404 0.3425 70.2 100.0 100.0 TRUE 4.92F24+F23 F24 8.23 3.19 F23 8.23 2.7 98 0.005 6 1 0.013 0.0258 0.13 1.02 0.50 0.0259 0.3967 6.5 100.0 18.7 TRUE 4.92F25+F24 F25 8.73 3.77 F24 8.23 3.19 115 0.005 6 1 0.013 0.0129 0.07 0.53 0.50 0.0130 0.3985 3.2 100.0 18.3 TRUE 4.92F26+F25 F26 8.73 4.36 F25 8.73 3.77 118 0.005 6 1 0.013 0.0129 0.07 0.80 0.50 0.0129 0.3967 3.3 100.0 9.6 TRUE 4.92F27+F24 F27 8.73 3.78 F24 8.23 3.19 118 0.005 6 1 0.013 0.0129 0.07 0.76 0.50 0.0135 0.3967 3.3 100.0 7.8 TRUE 4.92F28+F27 F28 8.73 4.57 F27 8.73 3.78 158 0.005 6 1 0.013 0.0129 0.07 0.79 0.50 0.0129 0.3967 3.3 100.0 8.8 TRUE 4.92G2+G19 G2 4.2 0.05 G19 2.65 -0.76 154 0.005 6 1 0.013 0.1513 0.77 1.65 0.50 0.1513 0.4069 37.2 100.0 47.3 TRUE 1.01G3+G14 G3 7 1.85 G14 6.79 1.05 208.1 0.004 6 1 0.013 0.1071 1.27 1.27 0.22 0.1071 0.3479 30.8 44.3 44.3 FALSE 2.08G4+G3 G4 7.49 2.26 G3 7 1.95 212.7 0.001 6 1 0.013 0.0881 0.82 0.82 0.27 0.0881 0.2142 41.1 53.7 53.7 FALSE 2.53G6+G4 G6 10.75 5.12 G4 7.49 2.36 387.6 0.007 6 1 0.013 0.0765 1.35 1.35 0.17 0.0765 0.4735 16.2 33.0 33.0 FALSE 5.29G7+G6 G7 10.12 5.81 G6 10.75 5.22 294.7 0.002 6 1 0.013 0.0382 0.61 0.62 0.18 0.0383 0.2511 15.2 35.7 35.4 FALSE 5.99G8+G7 G8 10.83 6.45 G7 10.12 5.8 326.8 0.002 6 1 0.013 0.0381 0.61 0.80 0.18 0.0404 0.2502 15.2 35.7 30.3 FALSE 6.64G9+G6 G9 8.88 5.78 G6 10.75 5.2 290.8 0.002 6 1 0.013 0.0384 0.61 0.61 0.18 0.0384 0.2506 15.3 35.4 35.4 FALSE 5.96G10+G9 G10 11.09 6.24 G9 8.88 5.78 270.6 0.002 6 1 0.013 0.0381 0.57 0.58 0.19 0.0391 0.2313 16.5 37.2 37.4 FALSE 6.43G11+G10 G11 11.78 6.87 G10 11.09 6.34 265.7 0.002 6 1 0.013 0.0383 0.61 0.61 0.18 0.0383 0.2506 15.3 35.4 35.4 FALSE 7.06G12+G4 G12 8.32 3.02 G4 7.49 2.47 277 0.002 6 1 0.013 0.0116 0.83 0.86 0.06 0.0118 0.2500 4.6 12.4 12.1 FALSE 3.09G13+G3 G13 8.34 2.8 G3 7 1.9 452.5 0.002 6 1 0.013 0.0190 0.73 0.73 0.09 0.0190 0.2502 7.6 19.0 18.9 FALSE 2.90G14+G17 G14 6.79 1.05 G17 5.65 0.6 151.1 0.003 6 1 0.013 0.1251 1.23 1.23 0.26 0.1251 0.3062 40.9 51.3 51.3 FALSE 1.31G15+G14 G15 6.2 2.15 G14 6.79 1.05 214.7 0.005 8 1 0.013 0.0097 0.23 0.63 0.12 0.0122 0.8648 1.1 17.9 2.1 FALSE 2.23G16+G15 G16 6.21 3.21 G15 6.2 2.2 154.5 0.007 8 1 0.013 0.0097 0.72 0.72 0.03 0.0097 0.9771 1.0 5.1 5.1 FALSE 3.24G17+G2 G17 5.65 0.5 G2 4.2 0.15 143.7 0.002 6 1 0.013 0.1431 0.73 1.22 0.50 0.1431 0.2769 51.7 100.0 57.6 TRUE 1.01G18+G17 G18 5.86 1.15 G17 5.65 0.57 291.5 0.002 6 1 0.013 0.0097 0.37 0.81 0.09 0.0099 0.2503 3.9 18.9 10.3 FALSE 1.21G19+T23 G19 2.65 -0.76 T23 6.87 -2.3 290.9 0.005 6 1 0.013 0.1675 0.85 1.85 0.50 0.1682 0.4083 41.0 100.0 47.0 TRUE 1.01G20+G19 G20 2.66 0.11 G19 2.65 -0.76 173.9 0.005 6 1 0.013 0.0128 0.07 0.85 0.50 0.0129 0.3968 3.2 100.0 11.5 TRUE 1.01G21+G20 G21 2.67 0.37 G20 2.66 0.11 51.4 0.005 6 1 0.013 0.0059 0.03 0.67 0.50 0.0059 0.3991 1.5 100.0 5.5 TRUE 1.01G22+G20 G22 2.67 0.25 G20 2.66 0.11 71.7 0.002 6 1 0.013 0.0060 0.03 0.72 0.50 0.0060 0.2479 2.4 100.0 7.6 TRUE 1.01H2+I11 H2 7.99 0.59 I11 8.07 -0.03 36.6 0.017 24 1 0.01 5.2878 1.68 1.68 2.00 5.2878 38.2777 13.8 100.0 100.0 TRUE 3.61H3+H2 H3 8.2 0.7 H2 7.99 0.59 30.8 0.004 24 1 0.01 5.2878 1.68 1.68 2.00 5.2877 17.5858 30.1 100.0 100.0 TRUE 3.63H4+H3 H4 8.13 0.71 H3 8.2 0.7 7.1 0.001 24 1 0.01 4.2289 1.35 1.35 2.00 4.2289 11.0311 38.3 100.0 100.0 TRUE 3.65H5+H4 H5 8.95 0.95 H4 8.13 0.71 259.3 0.001 24 1 0.01 4.2237 1.34 1.34 2.00 4.2237 8.9462 47.2 100.0 100.0 TRUE 3.67 2035 Enhanced PWWF Model Results.xlsx Page 5 of 12
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Last Printed: 5/12/2025
342
Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
H6+H5 H6 8.89 0.99 H5 8.95 0.95 9 0.004 20 1 0.01 4.1556 1.90 1.90 1.67 4.1556 12.0730 34.4 100.0 100.0 TRUE 3.69H7+H75 H7 10.51 1.76 H75 10.09 1.58 89.8 0.002 20 1 0.013 4.1556 1.90 1.90 1.67 4.1556 6.2294 66.7 100.0 100.0 TRUE 3.72H8+H7 H8 10.95 2.05 H7 10.51 1.76 233.4 0.001 20 1 0.01 4.1556 1.90 1.90 1.67 4.1556 6.3751 65.2 100.0 100.0 TRUE 3.74H9+H73 H9 11.84 3.09 H73 11.36 2.56 246.2 0.002 18 1 0.01 4.1556 3.50 3.50 0.96 4.1556 6.3351 65.6 63.7 63.7 FALSE 4.01H11+H64 H11 9.92 1.44 H64 9.05 0.99 198.2 0.002 14 1 0.01 1.0211 0.96 0.96 1.17 1.0211 3.3286 30.7 100.0 100.0 TRUE 3.64H12+H11 H12 10.15 2.2 H11 9.92 1.54 333.5 0.002 8 1 0.013 0.9164 2.62 2.62 0.67 0.9164 0.5376 170.5 100.0 100.0 TRUE 4.50H13+H12 H13 10.85 2.55 H12 10.15 2.3 107.9 0.002 8 1 0.013 0.8106 2.32 2.32 0.67 0.8106 0.5815 139.4 100.0 100.0 TRUE 4.94H14+H13 H14 11.02 3.54 H13 10.85 2.65 446.5 0.002 8 1 0.013 0.8106 2.32 2.32 0.67 0.8106 0.5395 150.3 100.0 100.0 TRUE 7.04H15+H62 H15 14.61 5.6 H62 12.95 4.64 201.4 0.005 8 1 0.013 0.7581 2.17 2.17 0.67 0.7581 0.8342 90.9 100.0 100.0 TRUE 8.76H16+H60 H16 14.43 6.48 H60 14.57 5.9 351.2 0.002 8 1 0.01 0.7177 2.06 2.06 0.67 0.7177 0.6384 112.4 100.0 100.0 TRUE 9.64H17+H57 H17 12.03 6.83 H57 14.21 6.69 396.8 0 8 1 0.013 0.6771 1.94 1.94 0.67 0.6771 0.2270 298.3 100.0 100.0 TRUE 11.00H18+H5 H18 8.92 1.27 H5 8.95 1.25 7.9 0.003 6 1 0.013 0.0679 0.35 0.35 0.50 0.0686 0.2825 24.0 100.0 100.0 TRUE 3.67H19+H18 H19 8.88 2.58 H18 8.92 1.27 386.9 0.003 6 1 0.013 0.0679 0.35 0.35 0.50 0.0680 0.3265 20.8 100.0 100.0 TRUE 3.67H20+H19 H20 9.1 3.65 H19 8.88 2.63 270.8 0.004 6 1 0.013 0.0679 0.38 1.00 0.43 0.0679 0.3443 19.7 85.6 37.7 TRUE 3.84H21+H56 H21 9.3 5.04 H56 9.2 4.75 143.8 0.002 6 1 0.013 0.0100 0.81 0.83 0.05 0.0103 0.2520 4.0 10.3 11.3 FALSE 5.10H22+H21 H22 9.3 5.34 H21 9.3 5.04 151.4 0.002 6 1 0.013 0.0100 0.81 0.82 0.05 0.0113 0.2498 4.0 10.3 10.4 FALSE 5.40H23+H22 H23 9.4 6.15 H22 9.3 5.34 404.8 0.002 6 1 0.013 0.0100 0.81 0.81 0.05 0.0105 0.2510 4.0 10.4 10.2 FALSE 6.21H24+H20 H24 10.14 5.82 H20 9.1 3.65 332.8 0.007 6 1 0.013 0.0479 1.01 1.15 0.14 0.0515 0.4530 10.6 29.0 27.9 FALSE 5.97H25+H11 H25 11.2 3.3 H11 9.92 1.7 378 0.004 6 1 0.013 0.1046 0.53 1.30 0.50 0.1046 0.3650 28.7 100.0 42.9 TRUE 3.64H26+H25 H26 10.63 4.58 H25 11.2 3.3 412.5 0.003 6 1 0.013 0.1046 1.16 1.16 0.23 0.1046 0.3125 33.5 46.8 46.8 FALSE 4.82H27+H26 H27 11.38 5.66 H26 10.63 5.43 114.6 0.002 6 1 0.013 0.0372 0.63 0.63 0.17 0.0372 0.2514 14.8 34.2 34.2 FALSE 5.85H28+H50 H28 10.4 5.41 H50 10.13 5.03 191.6 0.002 6 1 0.013 0.0303 0.66 0.78 0.14 0.0332 0.2499 12.1 28.3 26.8 FALSE 5.57H29+H12 H29 8.35 5.83 H12 10.15 2.65 550.5 0.006 6 1 0.013 0.1058 1.44 1.46 0.20 0.1058 0.4264 24.8 40.1 39.5 TRUE 6.03H30+H46 H30 11.57 7.74 H46 11.27 7.47 135.4 0.002 6 1 0.013 0.0529 0.70 0.76 0.20 0.0554 0.2506 21.1 40.7 39.8 FALSE 7.96H31+H14 H31 13.28 4.5 H14 11.02 3.69 403.7 0.002 6 1 0.013 0.0415 0.21 0.63 0.50 0.0416 0.2513 16.5 100.0 36.8 TRUE 7.06H32+H17 H32 16.06 10.26 H17 12.03 6.88 549.9 0.006 6 1 0.013 0.1397 0.71 0.71 0.50 0.1397 0.4399 31.8 100.0 100.0 TRUE 11.00H33+H32 H33 20 11.29 H32 16.06 10.26 515 0.002 8 1 0.013 0.1236 1.05 1.05 0.25 0.1236 0.5404 22.9 37.1 37.1 TRUE 11.55H34+H17 H34 12.74 7.69 H17 12.03 6.83 268.6 0.003 6 1 0.013 0.5375 2.74 2.74 0.50 0.5374 0.3175 169.3 100.0 100.0 TRUE 13.72H35+H34 H35 14.34 9.56 H34 12.74 7.69 321.9 0.006 6 1 0.013 0.5376 2.74 2.74 0.50 0.5376 0.4277 125.7 100.0 100.0 TRUE 17.00H36+H35 H36 15.37 9.87 H35 14.34 9.56 473.9 0.001 6 1 0.013 0.4269 2.17 2.17 0.50 0.4269 0.1435 297.5 100.0 100.0 TRUE 20.18H37+H36 H37 17.89 12.09 H36 15.37 9.87 370.1 0.006 6 1 0.013 0.2305 1.17 1.17 0.50 0.2305 0.4346 53.0 100.0 100.0 TRUE 20.91H38+E42 H38 17.69 11.79 E42 14.56 10.11 518.8 0.003 6 1 0.013 0.0698 0.97 0.97 0.20 0.0698 0.3193 21.9 39.4 39.4 FALSE 11.99H38+H47 H38 17.69 11.79 H47 15.05 10.1 205.2 0.008 6 1 0.013 0.1111 0.57 1.91 0.50 0.1390 0.5092 21.8 100.0 39.8 TRUE 17.07H39+H38 H39 18 12.1 H38 17.69 11.84 131.9 0.002 6 1 0.013 0.1020 0.52 0.99 0.50 0.1020 0.2491 40.9 100.0 51.8 TRUE 17.07H40+H36 H40 22.17 15.97 H36 15.37 9.87 496.1 0.012 6 1 0.013 0.0920 0.47 0.47 0.50 0.0920 0.6221 14.8 100.0 100.0 TRUE 20.18H41+H40 H41 24.38 16.27 H40 22.17 15.97 150.4 0.002 6 1 0.013 0.0920 0.47 0.94 0.50 0.0920 0.2506 36.7 100.0 49.9 TRUE 20.18H42+H37 H42 21.01 14.76 H37 17.89 12.19 387.7 0.007 6 1 0.013 0.0998 0.51 1.64 0.50 0.0999 0.4568 21.8 100.0 34.9 TRUE 20.91H43+H42 H43 22.12 16.57 H42 21.01 14.76 346.3 0.005 6 1 0.013 0.0920 0.47 1.46 0.50 0.1001 0.4056 22.7 100.0 37.9 TRUE 20.91H44+H37 H44 20.24 14.24 H37 17.89 12.14 272.4 0.008 6 1 0.013 0.1045 0.53 1.81 0.50 0.1116 0.4927 21.2 100.0 30.2 TRUE 20.98H45+H9 H45 12.4 3.93 H9 11.84 3.49 222.4 0.002 6 1 0.013 0.0100 0.08 0.77 0.30 0.0137 0.2496 4.0 59.2 7.9 TRUE 4.01H46+H52 H46 11.27 7.47 H52 12.58 6.18 360.9 0.004 6 1 0.013 0.0529 0.87 0.88 0.17 0.0531 0.3355 15.8 34.8 34.7 FALSE 7.65H47+H35 H47 15.05 10.1 H35 14.34 9.62 192.4 0.002 6 1 0.013 0.1109 0.56 1.10 0.50 0.1157 0.2803 39.6 100.0 52.7 TRUE 17.03H48+H55 H48 9.12 6.64 H55 9.3 4.32 217.4 0.011 6 1 0.013 0.0100 0.72 0.62 0.03 0.0158 0.5797 1.7 6.9 1.7 FALSE 6.68H49+H48 H49 8.35 6.77 H48 9.12 6.72 32.6 0.002 6 1 0.013 0.0100 0.66 0.59 0.02 0.0101 0.2199 4.5 4.4 1.8 FALSE 6.81H50+H26 H50 10.13 5.03 H26 10.63 4.58 154.3 0.003 6 1 0.013 0.0676 0.92 0.92 0.20 0.0676 0.3030 22.3 40.0 40.0 FALSE 5.23H51+H50 H51 10.5 6.35 H50 10.13 5.13 189.2 0.006 6 1 0.013 0.0372 1.02 1.02 0.12 0.0372 0.4505 8.3 24.0 24.0 FALSE 6.48H52+H29 H52 12.58 6.18 H29 8.35 5.83 94.4 0.004 6 1 0.013 0.1058 1.25 1.25 0.22 0.1058 0.3416 31.0 44.7 44.7 FALSE 6.41H53+H52 H53 12.4 8.3 H52 12.58 6.23 233.2 0.009 6 1 0.013 0.0529 1.20 1.20 0.14 0.0529 0.5286 10.0 27.6 27.6 FALSE 8.44H54+H20 H54 9.2 4 H20 9.1 3.7 152.6 0.002 6 1 0.013 0.0200 0.72 0.72 0.10 0.0200 0.2487 8.0 20.0 20.0 FALSE 4.12H55+H54 H55 9.3 4.32 H54 9.2 4.22 157.2 0.001 6 1 0.013 0.0200 0.81 0.81 0.09 0.0200 0.1415 14.1 18.3 18.3 FALSE 4.45H56+H55 H56 9.2 4.75 H55 9.3 4.32 215.8 0.002 6 1 0.013 0.0100 0.78 0.78 0.05 0.0100 0.2505 4.0 9.3 9.3 FALSE 4.80H57+H16 H57 14.21 6.69 H16 14.43 6.48 40.5 0.005 8 1 0.013 0.7177 2.06 2.06 0.67 0.7177 0.8706 82.4 100.0 100.0 TRUE 9.71H58+H57 H58 15.13 7.62 H57 14.21 6.69 184.6 0.005 6 1 0.013 0.0406 0.21 1.05 0.50 0.0424 0.3982 10.2 100.0 25.8 TRUE 9.71H59+H58 H59 16.1 8.59 H58 15.13 7.62 194.6 0.005 6 1 0.013 0.0000 0.00 0.00 0.50 0.0000 0.3962 0.0 100.0 0.0 TRUE 9.71H59+H61 H59 16.1 8.59 H61 15.42 6.28 194.6 0.012 6 1 0.013 0.0000 0.00 0.17 0.50 0.0308 0.6114 0.0 100.0 85.0 TRUE 8.93H60+H15 H60 14.57 5.9 H15 14.61 5.6 98.7 0.003 8 1 0.01 0.7581 2.17 2.17 0.67 0.7581 0.8661 87.5 100.0 100.0 TRUE 8.93H61+H60 H61 15.42 6.28 H60 14.57 5.9 189.5 0.002 6 1 0.013 0.0406 0.21 0.38 0.50 0.0741 0.2513 16.1 100.0 100.0 TRUE 8.93H62+H14 H62 12.95 4.64 H14 11.02 3.54 232.8 0.005 8 1 0.013 0.7691 2.20 2.20 0.67 0.7691 0.8305 92.6 100.0 100.0 TRUE 7.99H63+H62 H63 13.79 5.49 H62 12.95 4.64 169.8 0.005 6 1 0.013 0.0110 0.06 0.74 0.50 0.0122 0.3970 2.8 100.0 7.2 TRUE 7.99H64+H71 H64 9.05 0.99 H71 8.35 0.77 160.6 0.001 14 1 0.01 1.0501 0.98 0.98 1.17 1.0501 2.5853 40.6 100.0 100.0 TRUE 3.64H65+H64 H65 9.89 1.83 H64 9.05 0.99 168.3 0.005 6 1 0.013 0.0290 0.15 1.10 0.50 0.0292 0.3963 7.3 100.0 18.2 TRUE 3.64 2035 Enhanced PWWF Model Results.xlsx Page 6 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
343
Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
H66+H65 H66 9.89 2.09 H65 9.89 1.83 51.4 0.005 6 1 0.013 0.0290 0.15 0.90 0.50 0.0293 0.3989 7.3 100.0 22.1 TRUE 3.64H67+H66 H67 9.89 2.32 H66 9.89 2.09 46 0.005 6 1 0.013 0.0100 0.05 0.77 0.50 0.0100 0.3968 2.5 100.0 8.7 TRUE 3.64H68+H66 H68 9.89 2.42 H66 9.89 2.09 67 0.005 6 1 0.013 0.0190 0.10 0.98 0.50 0.0194 0.3937 4.8 100.0 15.5 TRUE 3.64H69+H68 H69 9.89 2.64 H68 9.89 2.42 45.6 0.005 6 1 0.013 0.0100 0.05 0.77 0.50 0.0100 0.3898 2.6 100.0 8.8 TRUE 3.64H70+H68 H70 9.89 2.67 H68 9.89 2.42 51.2 0.005 6 1 0.013 0.0090 0.05 0.74 0.50 0.0093 0.3921 2.3 100.0 7.6 TRUE 3.64H71+H3 H71 8.35 0.77 H3 8.2 0.7 35 0.002 14 1 0.01 1.0591 0.99 0.99 1.17 1.0591 3.1237 33.9 100.0 100.0 TRUE 3.64H72+H71 H72 9.26 1.54 H71 8.35 0.77 182.4 0.004 6 1 0.013 0.0090 0.05 0.66 0.50 0.0108 0.3646 2.5 100.0 4.1 TRUE 3.64H73+H74 H73 11.36 2.56 H74 11.16 2.34 101 0.002 20 1 0.01 4.1556 2.25 2.25 1.31 4.1556 8.4400 49.2 78.8 78.8 FALSE 3.77H74+H8 H74 11.16 2.34 H8 10.95 2.05 112.9 0.003 20 1 0.01 4.1556 1.96 1.96 1.55 4.1556 9.1668 45.3 93.1 93.1 TRUE 3.76H75+H6 H75 10.09 1.58 H6 8.89 0.99 259.7 0.002 20 1 0.01 4.1556 1.90 1.90 1.67 4.1556 8.6193 48.2 100.0 100.0 TRUE 3.71I3+I35 I3 1.69 -3.99 I35 1.2 -4.42 133 0.003 30 1 0.01 6.0820 1.24 1.24 2.50 6.0820 30.3207 20.1 100.0 100.0 TRUE 0.81I4+I3 I4 1.84 -3.31 I3 1.69 -3.56 242.6 0.001 18 1 0.013 6.0819 3.44 3.44 1.50 6.0819 3.3716 180.4 100.0 100.0 TRUE 0.84I5+I31 I5 3.41 -3.19 I31 2.94 -3.23 135 0 18 1 0.013 6.0716 3.44 3.44 1.50 6.0716 1.8081 335.8 100.0 100.0 TRUE 2.00I6+I5 I6 4.62 -3.08 I5 3.41 -3.19 410.7 0 18 1 0.013 6.0713 3.44 3.44 1.50 6.0713 1.7191 353.2 100.0 100.0 TRUE 3.28I7+I37 I7 5.18 -2.32 I37 4.72 -2.94 210.5 0.003 30 1 0.01 5.3206 1.08 1.08 2.50 5.3205 28.9378 18.4 100.0 100.0 TRUE 3.49I8+I7 I8 6.15 -1.45 I7 5.18 -2.32 238.1 0.004 30 1 0.01 5.3135 1.08 1.08 2.50 5.3134 32.2300 16.5 100.0 100.0 TRUE 3.51I9+I8 I9 5.69 -1.31 I8 6.15 -1.45 154.7 0.001 30 1 0.01 5.3005 1.08 1.08 2.50 5.3005 16.0402 33.0 100.0 100.0 TRUE 3.53I10+I9 I10 7.26 -0.74 I9 5.69 -1.31 221.1 0.003 24 1 0.01 5.2881 1.68 1.68 2.00 5.2880 14.9310 35.4 100.0 100.0 TRUE 3.55I11+I10 I11 8.07 -0.03 I10 7.26 -0.74 379.8 0.002 24 1 0.01 5.2879 1.68 1.68 2.00 5.2879 12.7144 41.6 100.0 100.0 TRUE 3.59I12+I6 I12 4.46 -2.19 I6 4.62 -2.83 338.5 0.002 12 1 0.013 0.7288 0.93 1.38 1.00 1.0826 1.5492 47.0 100.0 100.0 TRUE 3.36I13+I12 I13 5.54 -1.56 I12 4.46 -2.14 319.8 0.002 12 1 0.013 0.7285 0.93 1.38 1.00 1.0878 1.5173 48.0 100.0 100.0 TRUE 3.40I14+I13 I14 4.22 -0.83 I13 5.54 -1.51 443.5 0.002 12 1 0.013 0.4525 0.58 1.09 1.00 0.8524 1.3950 32.4 100.0 100.0 TRUE 3.41I15+I14 I15 5.32 -0.53 I14 4.22 -0.78 386 0.001 12 1 0.013 0.4524 0.58 1.09 1.00 0.8587 0.9066 49.9 100.0 100.0 TRUE 3.41I16+I6 I16 4.85 0.96 I6 4.62 -2.38 492.8 0.007 8 1 0.013 0.0097 0.03 0.03 0.67 0.0097 0.9948 1.0 100.0 100.0 TRUE 3.28I17+I7 I17 5.54 1.51 I7 5.18 -1.27 525.8 0.005 6 1 0.013 0.0050 0.03 0.56 0.50 0.0052 0.4080 1.2 100.0 1.2 TRUE 3.49I18+I8 I18 5.2 1.01 I8 6.15 -0.65 236.8 0.007 6 1 0.013 0.0088 0.05 0.11 0.50 0.0146 0.4697 1.9 100.0 62.0 TRUE 3.51I19+I18 I19 6.48 1.59 I18 5.2 1.11 238.8 0.002 6 1 0.013 0.0050 0.03 0.62 0.50 0.0062 0.2516 2.0 100.0 3.4 TRUE 3.51I20+I9 I20 5.86 1.26 I9 5.69 -0.81 278.4 0.007 6 1 0.013 0.0050 0.03 0.57 0.50 0.0068 0.4838 1.0 100.0 1.4 TRUE 3.53I21+I24 I21 7.17 1.52 I24 7 -0.08 364.1 0.004 6 1 0.013 0.1970 1.00 1.73 0.50 0.1975 0.3719 53.0 100.0 56.3 TRUE 4.61I22+I23 I22 8.69 3.44 I23 8.52 3.17 44.5 0.006 6 1 0.013 0.0590 0.30 1.16 0.50 0.0603 0.4372 13.5 100.0 31.1 TRUE 5.05I23+I27 I23 8.52 3.12 I27 8.3 2.86 80.1 0.003 6 1 0.013 0.1280 0.65 1.31 0.50 0.1280 0.3197 40.0 100.0 49.8 TRUE 5.05I24+I13 I24 7 -0.08 I13 5.54 -0.56 236.9 0.002 6 1 0.013 0.2759 1.40 1.40 0.50 0.2759 0.2526 109.3 100.0 100.0 TRUE 4.09I25+I24 I25 7 0.22 I24 7 -0.08 153.5 0.002 6 1 0.013 0.0789 0.40 0.45 0.50 0.0816 0.2480 31.8 100.0 87.9 TRUE 4.10I26+I23 I26 9.29 4.04 I23 8.52 3.27 153.5 0.005 6 1 0.013 0.0690 0.35 1.16 0.50 0.0692 0.3974 17.4 100.0 34.3 TRUE 5.05I27+I28 I27 8.3 2.86 I28 8.04 2.57 89.9 0.003 6 1 0.013 0.1280 0.65 0.65 0.50 0.1280 0.3188 40.2 100.0 100.0 TRUE 5.05I28+I21 I28 8.04 2.57 I21 7.17 1.57 311.5 0.003 6 1 0.013 0.1970 1.00 1.50 0.50 0.1970 0.3179 62.0 100.0 63.4 TRUE 5.05I29+I28 I29 8.81 3.34 I28 8.04 2.57 153.5 0.005 6 1 0.013 0.0690 0.35 1.26 0.50 0.0694 0.3974 17.4 100.0 32.3 TRUE 5.05I31+I4 I31 2.94 -3.23 I4 1.84 -3.31 321.1 0 18 1 0.013 6.0818 3.44 3.44 1.50 6.0818 1.6581 366.8 100.0 100.0 TRUE 1.69I32+I31 I32 3.97 -2.18 I31 2.94 -3.23 207.6 0.005 6 1 0.013 0.0100 0.05 0.28 0.50 0.0119 0.3990 2.5 100.0 26.8 TRUE 1.69I33+I32 I33 4.43 -1.73 I32 3.97 -2.18 90.2 0.005 6 1 0.013 0.0050 0.03 0.60 0.50 0.0050 0.3963 1.3 100.0 3.1 TRUE 1.69I34+I32 I34 4.56 -1.6 I32 3.97 -2.18 117.2 0.005 6 1 0.013 0.0050 0.03 0.62 0.50 0.0051 0.3947 1.3 100.0 3.8 TRUE 1.69I35+I36 I35 1.2 -4.42 I36 1.7 -4.47 11.4 0.004 24 1 0.01 2.8814 0.92 0.92 2.00 2.8814 19.4782 14.8 100.0 100.0 TRUE 0.75I35+T19 I35 1.2 -4.42 T19 2.23 -4.72 55.4 0.005 24 1 0.01 3.2017 1.02 1.02 2.00 3.2017 21.6427 14.8 100.0 100.0 TRUE 0.79I36+T36 I36 1.7 -4.47 T36 2.125 -4.74 47.3 0.006 24 1 0.01 2.8814 0.92 0.92 2.00 2.8814 22.2278 13.0 100.0 100.0 TRUE 0.75I37+I6 I37 4.72 -2.94 I6 4.62 -3.08 48.5 0.003 15 1 0.013 5.3209 4.34 4.34 1.25 5.3209 3.4711 153.3 100.0 100.0 TRUE 3.47J5+J16 J5 4.44 -1.06 J16 3.8 -2.17 275.2 0.004 8 1 0.01 0.0772 0.22 1.30 0.67 0.0772 0.9977 7.7 100.0 22.6 TRUE 0.82J6+J5 J6 5.85 0.6 J5 4.44 -0.96 558.5 0.003 6 1 0.013 0.0772 0.39 0.48 0.50 0.0772 0.2965 26.0 100.0 75.9 TRUE 0.82J7+J6 J7 5.96 1.9 J6 5.85 1.02 441.1 0.002 6 1 0.013 0.0227 0.70 0.70 0.11 0.0227 0.2506 9.1 22.2 22.2 FALSE 2.02J8+J6 J8 7.5 2.81 J6 5.85 0.7 442.1 0.005 6 1 0.013 0.0545 0.99 0.99 0.16 0.0545 0.3876 14.1 32.4 32.4 FALSE 2.97J9+J8 J9 8.19 3.23 J8 7.5 2.81 400.5 0.001 6 1 0.013 0.0545 0.56 0.56 0.25 0.0545 0.1817 30.0 49.3 49.3 FALSE 3.48J10+J9 J10 9.91 4.26 J9 8.19 3.34 299.8 0.003 6 1 0.013 0.0545 0.83 0.84 0.18 0.0549 0.3108 17.5 36.9 36.7 FALSE 4.46J11+J15 J11 1.31 -2.3 J15 2.31 -3.24 199.7 0.005 8 1 0.013 0.0290 0.08 1.07 0.67 0.0291 0.8290 3.5 100.0 12.9 TRUE 0.80J12+J11 J12 1.94 -1.61 J11 1.31 -2.2 299.4 0.002 8 1 0.013 0.0290 0.08 0.64 0.67 0.0291 0.5364 5.4 100.0 18.7 TRUE 0.80J13+J12 J13 2.73 -0.51 J12 1.94 -1.51 298.6 0.003 8 1 0.013 0.0290 0.08 0.71 0.67 0.0291 0.6993 4.1 100.0 17.5 TRUE 0.80J14+J13 J14 3.27 -0.03 J13 2.73 -0.41 190 0.002 8 1 0.013 0.0291 0.08 0.76 0.67 0.0315 0.5404 5.4 100.0 17.6 TRUE 0.80J15+T20 J15 2.31 -3.49 T20 2.72 -4.06 82.7 0.007 7.6 1 0.01 0.0290 0.09 0.95 0.63 0.0296 1.1178 2.6 100.0 9.7 TRUE 0.80J16+J17 J16 3.8 -2.17 J17 3.3 -3.02 210.2 0.004 7.6 1 0.01 0.0772 0.25 0.25 0.63 0.0772 0.8560 9.0 100.0 100.0 TRUE 0.82J17+J18 J17 3.3 -3.02 J18 2.4 -3.24 45 0.005 8 1 0.01 0.0772 0.22 0.22 0.67 0.0772 1.0983 7.0 100.0 100.0 TRUE 0.82J18+T21 J18 2.4 -3.24 T21 3.07 -3.99 63 0.012 8 1 0.01 0.0772 0.22 0.22 0.67 0.0772 1.7140 4.5 100.0 100.0 TRUE 0.82K1+T16 K1 2.25 -6.28 T16 2.25 -6.5 30.8 0.007 18 1 0.01 2.7405 1.55 1.59 1.50 2.8163 11.5437 23.7 100.0 100.0 TRUE 0.46K2+K38 K2 3.35 -5.2 K38 2.67 -5.61 193.7 0.002 18 1 0.01 2.7404 1.55 1.61 1.50 2.8520 6.2817 43.6 100.0 100.0 TRUE 0.51 2035 Enhanced PWWF Model Results.xlsx Page 7 of 12
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344
Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
K3+K2 K3 4.05 -4.8 K2 3.35 -5.2 189.7 0.002 18 1 0.01 2.7406 1.55 1.62 1.50 2.8592 6.2704 43.7 100.0 100.0 TRUE 0.52K4+K43 K4 3.55 -4.28 K43 3.81 -4.75 204.6 0.002 18 1 0.01 2.7317 1.55 1.62 1.50 2.8547 6.5448 41.7 100.0 100.0 TRUE 0.54K5+K4 K5 3.31 -3.71 K4 3.55 -4.28 248.1 0.002 18 1 0.01 1.6344 0.92 1.00 1.50 1.7688 6.5445 25.0 100.0 100.0 TRUE 0.55K6+K5 K6 4.44 -2.86 K5 3.31 -3.71 251.1 0.003 18 1 0.01 1.5954 0.90 0.99 1.50 1.7580 7.9454 20.1 100.0 100.0 TRUE 0.55K7+K6 K7 3.35 -1.85 K6 4.44 -2.66 362.1 0.002 8 1 0.013 0.0200 0.06 0.06 0.67 0.0201 0.5715 3.5 100.0 100.0 TRUE 0.56K8+K7 K8 2.87 -1.18 K7 3.35 -1.85 355.5 0.002 8 1 0.013 0.0200 0.06 0.67 0.67 0.0200 0.5246 3.8 100.0 14.0 TRUE 0.56K9+K8 K9 3.87 -0.58 K8 2.87 -1.18 355.9 0.002 8 1 0.013 0.0200 0.06 0.64 0.67 0.0200 0.4961 4.0 100.0 14.4 TRUE 0.56K10+K9 K10 4.11 0.11 K9 3.87 -0.48 155.5 0.004 6 1 0.013 0.0100 0.05 0.70 0.50 0.0115 0.3456 2.9 100.0 5.8 TRUE 0.56K11+K5 K11 3.67 -2.23 K5 3.31 -2.99 369.8 0.002 6 1 0.013 0.0205 0.10 0.72 0.50 0.0205 0.2544 8.1 100.0 20.1 TRUE 0.55K12+K11 K12 3.54 -0.86 K11 3.67 -2.08 353.5 0.003 6 1 0.013 0.0205 0.10 0.91 0.50 0.0205 0.3296 6.2 100.0 17.1 TRUE 0.55K13+K12 K13 2.97 0.27 K12 3.54 -0.86 362 0.003 6 1 0.013 0.0205 0.10 0.87 0.50 0.0209 0.3135 6.5 100.0 18.0 TRUE 0.55K14+K13 K14 3.19 0.45 K13 2.97 0.27 90.4 0.002 6 1 0.013 0.0205 0.30 0.80 0.19 0.0212 0.2503 8.2 37.7 19.2 FALSE 0.58K15+K9 K15 3.43 -0.33 K9 3.87 -0.48 73.9 0.002 6 1 0.013 0.0100 0.05 0.79 0.50 0.0100 0.2528 4.0 100.0 9.7 TRUE 0.56K16+K4 K16 3.55 -2.65 K4 3.55 -3.45 273.7 0.003 6 1 0.013 0.0205 0.10 0.75 0.50 0.0205 0.3033 6.8 100.0 19.7 TRUE 0.54K17+K16 K17 2.92 -1.88 K16 3.55 -2.6 267.2 0.003 6 1 0.013 0.0205 0.10 0.65 0.50 0.0205 0.2912 7.0 100.0 1.9 TRUE 0.54K18+K17 K18 3.64 -1.31 K17 2.92 -1.88 268.7 0.002 6 1 0.013 0.0205 0.10 0.77 0.50 0.0219 0.2584 7.9 100.0 6.2 TRUE 0.54K19+K18 K19 3.25 -0.65 K18 3.64 -1.31 272 0.002 6 1 0.013 0.0205 0.10 0.73 0.50 0.0205 0.2764 7.4 100.0 20.0 TRUE 0.54K20+K19 K20 2.67 -0.53 K19 3.25 -0.6 134.6 0.001 6 1 0.013 0.0205 0.10 0.94 0.50 0.0205 0.1279 16.0 100.0 13.5 TRUE 0.54K21+K3 K21 3.15 -2.1 K3 4.05 -4.25 246.4 0.009 6 1 0.013 0.0100 0.05 0.65 0.50 0.0201 0.5241 1.9 100.0 1.9 TRUE 0.52K22+K21 K22 3.29 -1.16 K21 3.15 -2.05 256.2 0.003 6 1 0.013 0.0050 0.03 0.69 0.50 0.0050 0.3307 1.5 100.0 6.7 TRUE 0.52K23+K22 K23 3.52 -0.91 K22 3.29 -1.11 99.5 0.002 6 1 0.013 0.0050 0.03 0.66 0.50 0.0050 0.2515 2.0 100.0 5.4 TRUE 0.52K24+K21 K24 3.55 -1.7 K21 3.15 -2 148.6 0.002 6 1 0.013 0.0050 0.03 0.65 0.50 0.0050 0.2521 2.0 100.0 5.1 TRUE 0.52K25+K44 K25 3.6 -1.7 K44 3.23 -2.92 346.2 0.004 6 1 0.01 0.0160 0.08 0.86 0.50 0.0237 0.4330 3.7 100.0 9.8 TRUE 0.55K26+K6 K26 4.36 -1.29 K6 4.44 -2.76 293.6 0.005 6 1 0.013 0.0000 0.00 0.44 0.50 0.0176 0.3970 0.0 100.0 25.8 TRUE 0.55K27+K26 K27 3.95 -0.6 K26 4.36 -1.29 199.5 0.003 6 1 0.013 0.0000 0.00 0.40 0.50 0.0184 0.3300 0.0 100.0 28.5 TRUE 0.55K28+K4 K28 3.27 -4 K4 3.55 -4.1 242 0 10 1 0.013 1.0751 1.97 1.97 0.83 1.0751 0.4454 241.4 100.0 100.0 TRUE 0.54K30+K31 K30 3.78 -3.21 K31 3.08 -3.43 108.2 0.002 8 1 0.013 0.1208 0.35 0.35 0.67 0.1208 0.5449 22.2 100.0 100.0 TRUE 0.55K31+L1 K31 3.08 -3.43 L1 2.82 -3.73 147.8 0.002 8 1 0.013 0.1208 0.35 0.35 0.67 0.1208 0.5443 22.2 100.0 100.0 TRUE 0.55K32+K30 K32 3.16 -2.76 K30 3.78 -3.21 226.9 0.002 8 1 0.013 0.1190 0.34 0.74 0.67 0.1190 0.5381 22.1 100.0 47.1 TRUE 0.55K33+K32 K33 2.74 -2.37 K32 3.16 -2.76 130.8 0.003 6 1 0.013 0.0595 0.30 0.87 0.50 0.0595 0.3064 19.4 100.0 38.1 TRUE 0.55K34+K33 K34 3.08 -1.54 K33 2.74 -2.37 278.4 0.003 6 1 0.013 0.0595 0.30 0.87 0.50 0.0597 0.3064 19.4 100.0 38.0 TRUE 0.55K35+K34 K35 2.78 -0.7 K34 3.08 -1.54 279.8 0.003 6 1 0.013 0.0595 0.30 0.86 0.50 0.0595 0.3074 19.4 100.0 38.2 TRUE 0.55K36+K35 K36 2.75 0.15 K35 2.78 -0.7 281.5 0.003 6 1 0.013 0.0595 0.30 0.89 0.50 0.0606 0.3083 19.3 100.0 37.8 TRUE 0.55K37+K32 K37 2.51 -1.01 K32 3.16 -2.76 350.2 0.005 6 1 0.013 0.0595 0.30 1.07 0.50 0.0597 0.3966 15.0 100.0 32.6 TRUE 0.55K38+K39 K38 2.67 -5.61 K39 2.49 -5.63 7.8 0.003 18 1 0.01 2.7404 1.55 1.61 1.50 2.8463 6.9194 39.6 100.0 100.0 TRUE 0.49K39+K40 K39 2.49 -5.63 K40 2.25 -6.24 249.4 0.002 18 1 0.01 2.7404 1.55 1.60 1.50 2.8343 6.7531 40.6 100.0 100.0 TRUE 0.48K40+K1 K40 2.25 -6.24 K1 2.25 -6.28 5.6 0.007 18 1 0.01 2.7404 1.55 1.59 1.50 2.8183 11.4992 23.8 100.0 100.0 TRUE 0.47K41+K42 K41 5.23 -2.2 K42 7.35 -2.73 191.9 0.003 18 1 0.01 1.5756 0.89 0.99 1.50 1.7511 7.1761 22.0 100.0 100.0 TRUE 0.57K42+K6 K42 7.35 -2.73 K6 4.44 -2.86 36.7 0.004 12 2 0.01 1.5752 1.00 1.12 1.00 1.7538 5.5095 28.6 100.0 100.0 TRUE 0.56K43+K3 K43 3.81 -4.75 K3 4.05 -4.8 23.5 0.002 18 1 0.01 2.7310 1.55 1.61 1.50 2.8492 6.2985 43.4 100.0 100.0 TRUE 0.53K44+K5 K44 3.23 -2.92 K5 3.31 -3.09 30 0.006 6 1 0.013 0.0160 0.08 0.94 0.50 0.0179 0.4224 3.8 100.0 14.0 TRUE 0.55L1+L21 L1 2.82 -3.73 L21 2.74 -3.95 223.2 0.001 10 1 0.013 1.0751 1.97 1.97 0.83 1.0751 0.6879 156.3 100.0 100.0 TRUE 0.55L2+L1 L2 2.72 -3.28 L1 2.82 -3.73 178.7 0.003 10 1 0.013 0.9544 1.75 1.75 0.83 0.9544 1.0993 86.8 100.0 100.0 TRUE 0.56L3+L2 L3 2.93 -3.17 L2 2.72 -3.28 83.4 0.001 10 1 0.013 0.9544 1.75 1.75 0.83 0.9544 0.7957 119.9 100.0 100.0 TRUE 0.56L4+L3 L4 3.39 -2.3 L3 2.93 -3.12 247.6 0.003 10 1 0.013 0.5073 0.93 0.93 0.83 0.5073 1.2607 40.2 100.0 100.0 TRUE 0.56L5+L47 L5 4.17 -1.38 L47 3.21 -2.04 276.3 0.002 6 1 0.013 0.0680 0.35 0.86 0.50 0.0680 0.2742 24.8 100.0 42.5 TRUE 0.56L6+L5 L6 4.69 -0.51 L5 4.17 -1.38 214.9 0.004 6 1 0.013 0.0340 0.17 0.24 0.50 0.0340 0.3570 9.5 100.0 66.5 TRUE 0.56L7+L6 L7 5.31 -0.39 L6 4.69 -0.51 260.6 0 6 1 0.013 0.0340 0.17 0.47 0.50 0.0340 0.1204 28.2 100.0 39.5 TRUE 0.56L8+L7 L8 5.39 -0.24 L7 5.31 -0.39 72.8 0.002 6 1 0.013 0.0340 0.17 0.64 0.50 0.0340 0.2547 13.4 100.0 31.5 TRUE 0.56L9+L4 L9 3.42 -1.78 L4 3.39 -2.05 162.3 0.002 6 1 0.013 0.2353 1.20 1.20 0.50 0.2353 0.2288 102.8 100.0 100.0 TRUE 0.56L10+K27 L10 3.59 0.24 K27 3.95 -0.55 197.2 0.004 6 1 0.013 0.0000 0.00 0.49 0.50 0.0250 0.3551 0.0 100.0 30.7 TRUE 0.55L10+L9 L10 3.59 -0.76 L9 3.42 -1.78 274.7 0.004 6 1 0.013 0.0695 0.35 1.03 0.50 0.0697 0.3419 20.3 100.0 37.6 TRUE 0.56L11+L10 L11 4.97 0.57 L10 3.59 -0.56 359.8 0.003 6 1 0.013 0.0696 0.36 0.36 0.48 0.0696 0.3144 22.1 95.4 94.3 TRUE 0.77L12+L11 L12 4.97 0.62 L11 4.97 0.57 81.8 0.001 6 1 0.013 0.0536 0.88 0.94 0.17 0.0542 0.1387 38.7 34.9 33.4 FALSE 0.88L13+L9 L13 4.47 -0.58 L9 3.42 -1.73 310.9 0.004 6 1 0.013 0.1658 0.84 0.84 0.50 0.1658 0.3412 48.6 100.0 100.0 TRUE 0.56L14+L13 L14 5.25 0.6 L13 4.47 -0.58 301.6 0.004 6 1 0.013 0.1658 0.84 1.52 0.50 0.1658 0.3509 47.2 100.0 54.2 TRUE 0.87L15+L14 L15 6.17 1.92 L14 5.25 0.6 310.2 0.004 6 1 0.013 0.1658 1.57 1.57 0.26 0.1658 0.3660 45.3 52.9 52.9 FALSE 2.19L16+L15 L16 7.37 2.67 L15 6.17 1.92 311.1 0.002 6 1 0.013 0.1658 1.26 1.26 0.32 0.1658 0.2755 60.2 63.3 63.3 FALSE 2.99L17+L16 L17 7.38 3.53 L16 7.37 2.67 236.3 0.004 6 1 0.013 0.1600 1.48 1.48 0.27 0.1601 0.3385 47.3 54.1 54.1 FALSE 3.81L18+L17 L18 8.22 4.37 L17 7.38 3.53 330.9 0.003 6 1 0.013 0.1600 1.27 1.27 0.31 0.1600 0.2827 56.6 61.0 61.0 FALSE 4.68L19+L18 L19 9.56 5.51 L18 8.22 4.37 332.7 0.003 6 1 0.013 0.1600 1.43 1.52 0.28 0.1607 0.3284 48.7 55.5 53.1 FALSE 5.80 2035 Enhanced PWWF Model Results.xlsx Page 8 of 12
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345
Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
L20+L16 L20 8.52 2.97 L16 7.37 2.77 101.4 0.002 6 1 0.013 0.0058 0.15 0.27 0.12 0.0059 0.2492 2.3 24.5 16.8 FALSE 3.01L21+K28 L21 2.74 -3.95 K28 3.27 -4 68.3 0.001 10 1 0.013 1.0751 1.97 1.97 0.83 1.0751 0.5929 181.3 100.0 100.0 TRUE 0.55L22+L3 L22 3.32 -0.13 L3 2.93 -2.72 365.6 0.007 6 1 0.013 0.0255 0.13 0.54 0.50 0.0256 0.4722 5.4 100.0 29.1 TRUE 0.56L23+L3 L23 3.05 -2.75 L3 2.93 -3.17 351.1 0.001 8 1 0.01 0.4198 1.20 1.20 0.67 0.4198 0.5433 77.3 100.0 100.0 TRUE 0.56L24+L23 L24 2.38 -2.17 L23 3.05 -2.75 386.3 0.002 8 1 0.01 0.4198 1.20 1.20 0.67 0.4198 0.6087 69.0 100.0 100.0 TRUE 0.56L25+L24 L25 3.54 -1.91 L24 2.38 -2.17 342 0.001 8 1 0.01 0.4198 1.20 1.20 0.67 0.4198 0.4331 96.9 100.0 100.0 TRUE 0.57L26+L25 L26 3.77 -1.38 L25 3.54 -1.91 215.6 0.002 8 1 0.013 0.2820 0.81 0.81 0.67 0.2820 0.5991 47.1 100.0 100.0 TRUE 0.57L27+L26 L27 3.7 -0.86 L26 3.77 -1.38 260.1 0.002 8 1 0.013 0.1580 0.45 1.16 0.67 0.1580 0.5403 29.2 100.0 41.3 TRUE 0.57L28+L27 L28 3.81 0.26 L27 3.7 -0.86 362.9 0.003 6 1 0.013 0.0790 0.40 1.01 0.50 0.0790 0.3117 25.3 100.0 41.8 TRUE 0.57L29+L28 L29 4.59 1.14 L28 3.81 0.26 366 0.002 6 1 0.013 0.0790 0.92 0.93 0.22 0.0793 0.2751 28.7 44.8 44.7 FALSE 1.39L30+L27 L30 3.71 -0.19 L27 3.7 -0.86 236 0.003 6 1 0.013 0.0790 0.40 0.98 0.50 0.0790 0.2989 26.4 100.0 42.9 TRUE 0.57L31+L30 L31 4.39 0.64 L30 3.71 -0.19 178.8 0.005 6 1 0.013 0.0790 0.55 1.20 0.34 0.0790 0.3823 20.7 68.9 36.9 TRUE 0.83L32+L31 L32 5.42 1.62 L31 4.39 0.64 293.5 0.003 6 1 0.013 0.0790 1.04 1.04 0.21 0.0790 0.3242 24.4 41.2 41.2 FALSE 1.83L33+L32 L33 5.85 1.8 L32 5.42 1.62 90.7 0.002 6 1 0.013 0.0790 0.90 0.90 0.23 0.0790 0.2500 31.6 45.8 45.8 FALSE 2.06L34+L26 L34 4.66 -0.24 L26 3.77 -1.28 287.3 0.004 6 1 0.013 0.1240 0.63 1.32 0.50 0.1241 0.3376 36.7 100.0 48.2 TRUE 0.57L35+L34 L35 5.3 0.7 L34 4.66 -0.24 253.5 0.004 6 1 0.013 0.1100 1.15 1.26 0.24 0.1100 0.3417 32.2 49.0 45.6 TRUE 0.93L36+L35 L36 5.75 1.65 L35 5.3 0.7 277.7 0.003 6 1 0.013 0.1100 1.22 1.22 0.23 0.1100 0.3282 33.5 46.6 46.6 FALSE 1.89L37+L36 L37 6.21 2.76 L36 5.75 1.65 322.8 0.003 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.3290 0.0 0.0 0.0 FALSE 2.76L37+L38 L37 6.21 2.76 L38 5.64 2.24 210.4 0.002 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.2789 0.0 0.0 0.0 FALSE 2.76L38+L39 L38 5.64 2.24 L39 4.89 1.54 215.2 0.003 6 1 0.013 0.1200 1.26 1.26 0.24 0.1200 0.3200 37.5 48.8 48.8 FALSE 2.49L39+L40 L39 4.89 1.54 L40 4.16 0.81 345.7 0.002 6 1 0.013 0.1200 1.06 1.06 0.28 0.1200 0.2578 46.5 55.9 55.9 FALSE 1.82L40+L42 L40 4.16 0.61 L42 3.25 0.2 345.8 0.001 8 1 0.013 0.1250 0.88 0.88 0.29 0.1250 0.4161 30.0 42.8 42.8 FALSE 0.90L41+L40 L41 6.09 0.95 L40 4.16 0.81 70.6 0.002 6 1 0.013 0.0050 0.64 0.64 0.02 0.0050 0.2499 2.0 4.7 4.7 FALSE 0.98L42+L43 L42 3.25 0.2 L43 2.56 -0.34 330.1 0.002 8 1 0.013 0.1250 0.36 0.37 0.64 0.1250 0.4887 25.6 95.8 91.8 TRUE 0.57L43+L44 L43 2.56 -0.34 L44 3.5 -0.85 334.4 0.002 8 1 0.013 0.1250 0.36 0.96 0.67 0.1250 0.4719 26.5 100.0 40.1 TRUE 0.57L44+L45 L44 3.5 -0.85 L45 2.57 -1.33 238.4 0.002 8 1 0.013 0.1250 0.36 0.36 0.67 0.1250 0.5422 23.1 100.0 100.0 TRUE 0.57L45+L25 L45 2.57 -1.38 L25 3.54 -1.76 201.8 0.002 8 1 0.013 0.1378 0.39 0.39 0.67 0.1378 0.5244 26.3 100.0 100.0 TRUE 0.57L46+L45 L46 2.92 -0.93 L45 2.57 -1.23 136 0.002 6 1 0.013 0.0128 0.07 0.86 0.50 0.0153 0.2635 4.9 100.0 11.5 TRUE 0.57L47+L4 L47 3.21 -2.04 L4 3.39 -2.3 88 0.003 8 1 0.013 0.2720 0.78 0.78 0.67 0.2720 0.6568 41.4 100.0 100.0 TRUE 0.56L48+L47 L48 3.22 -1.35 L47 3.21 -2.04 228.9 0.003 8 1 0.013 0.2040 0.58 0.58 0.67 0.2040 0.6635 30.7 100.0 100.0 TRUE 0.56L49+L48 L49 4.08 -1.2 L48 3.22 -1.35 233.3 0.001 8 1 0.013 0.2040 0.58 0.58 0.67 0.2040 0.3064 66.6 100.0 100.0 TRUE 0.56L50+L49 L50 4.26 -0.68 L49 4.08 -1.2 223.6 0.002 8 1 0.013 0.2040 0.58 0.58 0.67 0.2040 0.5827 35.0 100.0 100.0 TRUE 0.56L51+L50 L51 3.85 -0.28 L50 4.26 -0.68 79.7 0.005 6 1 0.013 0.0077 0.04 0.69 0.50 0.0080 0.3975 1.9 100.0 6.0 TRUE 0.57L52+L50 L52 4.54 -0.36 L50 4.26 -0.68 223.9 0.001 6 1 0.013 0.1963 1.00 1.00 0.50 0.1963 0.2121 92.5 100.0 100.0 TRUE 0.57L53+L52 L53 5.4 0.6 L52 4.54 -0.36 218.4 0.004 6 1 0.013 0.1963 1.06 1.69 0.45 0.1963 0.3720 52.8 89.1 57.2 TRUE 0.89L54+L53 L54 6.47 2.07 L53 5.4 0.6 369.4 0.004 6 1 0.013 0.0935 1.21 1.21 0.21 0.0935 0.3539 26.4 41.6 41.6 FALSE 2.28L55+L54 L55 6.53 2.37 L54 6.47 2.07 148.7 0.002 6 1 0.013 0.0425 0.62 0.64 0.19 0.0428 0.2520 16.9 38.0 37.3 FALSE 2.57L56+L54 L56 7.59 3.34 L54 6.47 2.17 326.7 0.004 6 1 0.013 0.0510 0.84 0.90 0.17 0.0532 0.3357 15.2 34.8 34.1 FALSE 3.52L57+L53 L57 5.49 1.29 L53 5.4 0.65 202.8 0.003 6 1 0.013 0.1028 1.16 1.16 0.23 0.1028 0.3152 32.6 46.0 46.0 FALSE 1.52L58+L57 L58 6.75 2.35 L57 5.49 1.29 295.3 0.004 6 1 0.013 0.1028 1.21 1.22 0.22 0.1033 0.3361 30.6 44.8 44.6 FALSE 2.57L59+L58 L59 7.91 3.31 L58 6.75 2.35 250 0.004 6 1 0.013 0.1028 1.24 1.25 0.22 0.1030 0.3477 29.6 43.9 43.7 FALSE 3.53L60+L59 L60 8.08 3.53 L59 7.91 3.31 108.8 0.002 6 1 0.013 0.1028 1.02 1.02 0.26 0.1028 0.2523 40.7 51.1 51.1 FALSE 3.79L61+L5 L61 4.57 -0.73 L5 4.17 -1.13 152.5 0.003 6 1 0.013 0.0340 0.17 0.71 0.50 0.0340 0.2874 11.8 100.0 29.3 TRUE 0.56L62+L34 L62 4.95 0.45 L34 4.66 -0.19 146.7 0.004 6 1 0.013 0.0140 0.08 0.67 0.44 0.0140 0.3705 3.8 87.7 16.4 TRUE 0.57M2+M44 M2 5.62 0.3 M44 5.62 0.22 42.2 0.002 8 1 0.013 0.4523 1.30 2.83 0.67 0.8873 0.5262 85.9 100.0 84.2 TRUE 3.41M2+N1 M2 5.62 2.62 N1 5.32 2.32 82 0.004 12 1 0.013 0.3943 0.90 1.57 0.55 0.6067 2.1554 18.3 54.7 49.3 FALSE 3.41M3+M2 M3 6.98 1.33 M2 5.62 0.3 379.8 0.003 8 1 0.013 0.8806 2.52 2.58 0.67 0.9007 0.6293 139.9 100.0 100.0 TRUE 5.34M4+M31 M4 9.9 3 M31 7 2.52 142.5 0.003 8 1 0.013 0.6006 1.72 1.96 0.67 0.6851 0.7012 85.6 100.0 100.0 TRUE 7.60M5+M4 M5 11.95 3.9 M4 9.9 3.05 372.5 0.002 8 1 0.013 0.6006 1.72 1.98 0.67 0.6913 0.5772 104.1 100.0 100.0 TRUE 8.53M6+M46 M6 12.3 6.22 M46 12.8 6.1 50.4 0.002 16 1 0.01 0.1903 1.54 1.54 0.19 0.1907 4.8649 3.9 14.4 14.4 FALSE 6.42M7+M36 M7 12.4 6.45 M36 7.3 3.24 79.9 0.04 10 1 0.01 0.3680 3.08 3.08 0.15 0.3687 5.7102 6.4 17.8 17.8 FALSE 6.60M7+M45 M7 12.4 6.45 M45 12.36 6.35 46.6 0.002 12 2 0.01 0.1903 1.25 1.25 0.15 0.1909 4.2891 4.4 15.3 15.3 FALSE 6.61M8+M7 M8 14.41 7.71 M7 12.4 6.45 192.5 0.007 16 1 0.01 0.5583 3.19 3.19 0.24 0.5596 8.0706 6.9 18.3 18.3 FALSE 7.96M12+M40 M12 14.95 7.4 M40 13.27 5.72 338.1 0.005 8 1 0.013 0.8295 2.38 2.38 0.67 0.8295 0.8518 97.4 100.0 100.0 TRUE 8.62M13+M12 M13 16.33 8.78 M12 14.95 7.4 276 0.005 8 1 0.013 0.8295 2.38 2.38 0.67 0.8295 0.8544 97.1 100.0 100.0 TRUE 9.94M14+M5 M14 10.14 5.82 M5 11.95 3.95 327.8 0.006 10 1 0.013 0.0200 0.04 0.15 0.83 0.0275 1.6547 1.2 100.0 36.8 TRUE 8.53M16+M8 M16 14.85 8.05 M8 14.41 7.81 19.7 0.012 6 1 0.013 0.0100 0.34 0.78 0.10 0.0100 0.6193 1.6 20.5 9.4 FALSE 8.09M18+M5 M18 12 4.51 M5 11.95 4.2 153.9 0.002 10 1 0.013 -0.2489 -0.46 0.00 0.83 0.0000 0.9833 -25.3 100.0 0.0 TRUE 8.53M19+M18 M19 12.1 4.7 M18 12 4.51 94.8 0.002 10 1 0.013 -0.2489 -0.46 0.09 0.83 0.0114 0.9807 -25.4 100.0 27.2 TRUE 8.53M20+M19 M20 12.2 4.86 M19 12.1 4.7 78 0.002 10 1 0.013 -0.2489 -0.46 0.07 0.83 0.0123 0.9925 -25.1 100.0 34.9 TRUE 8.53M21+M20 M21 12.3 5.45 M20 12.2 4.86 296.6 0.002 10 1 0.013 -0.2489 -0.46 0.06 0.83 0.0183 0.9772 -25.5 100.0 51.9 TRUE 8.53 2035 Enhanced PWWF Model Results.xlsx Page 9 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
346
Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
M22+M21 M22 12.3 5.54 M21 12.3 5.45 43.3 0.002 10 1 0.013 -0.2489 -0.46 0.05 0.83 0.0188 0.9992 -24.9 100.0 62.2 TRUE 8.53M23+M24 M23 7.5 4.92 M24 7.4 4.53 195 0.002 8 1 0.013 0.2800 0.80 0.80 0.67 0.2800 0.5404 51.8 100.0 100.0 TRUE 7.48M24+M25 M24 7.4 4.56 M25 7.3 4.04 260 0.002 8 1 0.013 0.2800 0.80 0.80 0.67 0.2800 0.5404 51.8 100.0 100.0 TRUE 7.45M25+M26 M25 7.3 4.04 M26 7.3 3.5 270 0.002 8 1 0.013 0.2800 0.80 0.80 0.67 0.2801 0.5404 51.8 100.0 100.0 TRUE 7.39M26+M27 M26 7.3 3.5 M27 7.2 3.25 124.9 0.002 8 1 0.013 0.2800 0.80 0.80 0.67 0.2801 0.5406 51.8 100.0 100.0 TRUE 7.39M27+M29 M27 7.2 3.25 M29 7.1 3.18 35.2 0.002 8 1 0.013 0.2800 0.80 0.80 0.67 0.2802 0.5385 52.0 100.0 100.0 TRUE 7.39M28+N11 M28 7.3 0.37 N11 7.2 -0.1 236.4 0.002 8 1 0.013 0.0109 0.04 0.72 0.45 0.0154 0.5388 2.0 67.5 4.3 TRUE 0.59M29+M31 M29 7.1 3.18 M31 7 2.52 328.8 0.002 8 1 0.01 0.2800 0.80 0.80 0.67 0.2802 0.7038 39.8 100.0 100.0 TRUE 7.39M30+N29 M30 7.3 0.64 N29 7.2 0.13 255.2 0.002 8 1 0.013 0.0109 0.19 0.74 0.15 0.0110 0.5402 2.0 22.4 8.7 FALSE 0.71M31+M3 M31 7 2.52 M3 6.98 1.33 357.1 0.003 8 1 0.013 0.8806 2.52 2.60 0.67 0.9066 0.6975 126.2 100.0 100.0 TRUE 7.30M32+M33 M32 7.3 2.88 M33 7.3 2.49 195 0.002 8 1 0.013 0.5280 1.80 1.80 0.52 0.5280 0.5403 97.7 78.4 78.4 FALSE 3.43M33+M34 M33 7.3 2.49 M34 7.2 1.91 257.5 0.002 8 1 0.013 0.5280 1.77 1.77 0.53 0.5280 0.5735 92.1 79.6 79.6 FALSE 3.03M34+N22 M34 7.2 1.91 N22 7.1 1.4 283.5 0.002 8 1 0.013 0.5403 1.68 1.68 0.58 0.5403 0.5125 105.4 86.8 86.8 FALSE 2.53M35+M34 M35 7.2 2.16 M34 7.2 1.91 124.1 0.002 8 1 0.013 0.0123 0.04 0.74 0.49 0.0123 0.5423 2.3 74.0 9.4 FALSE 2.53M36+M37 M36 7.3 3.24 M37 7.4 2.73 256.7 0.002 8 1 0.013 0.3967 1.60 1.60 0.44 0.3973 0.5386 73.7 66.7 66.8 FALSE 3.69M37+N24 M37 7.4 2.73 N24 7.3 2.21 259.3 0.002 8 1 0.013 0.3967 1.61 1.61 0.44 0.3971 0.5411 73.3 66.5 66.6 FALSE 3.18M38+M39 M38 19.58 12.03 M39 18.79 11.24 157.5 0.005 8 1 0.013 0.8295 2.38 2.40 0.67 0.8390 0.8558 96.9 100.0 100.0 TRUE 12.75M39+M43 M39 18.79 11.24 M43 17.59 10.04 240.5 0.005 8 1 0.013 0.8295 2.38 2.44 0.67 0.8461 0.8535 97.2 100.0 97.6 TRUE 12.05M40+M5 M40 13.27 5.72 M5 11.95 4.4 263 0.005 8 1 0.013 0.8295 2.38 2.38 0.67 0.8295 0.8561 96.9 100.0 100.0 TRUE 8.53M41+M13 M41 16.89 9.34 M13 16.33 8.78 111 0.005 8 1 0.013 0.8295 2.38 2.38 0.67 0.8295 0.8583 96.6 100.0 100.0 TRUE 10.41M42+M41 M42 17.07 9.82 M41 16.89 9.34 37.3 0.013 8 1 0.013 0.8295 2.38 3.86 0.67 0.8318 1.3699 60.6 100.0 59.2 TRUE 10.50M43+M42 M43 17.59 10.04 M42 17.07 9.82 103.8 0.002 8 1 0.013 0.8295 2.38 2.45 0.67 0.8345 0.5563 149.1 100.0 94.1 TRUE 10.92M44+I15 M44 5.62 0.12 I15 5.32 -0.53 61.7 0.011 12 1 0.013 0.4523 0.58 1.10 1.00 0.8649 3.6568 12.4 100.0 100.0 TRUE 3.41M45+M6 M45 12.36 6.35 M6 12.3 6.22 63.5 0.002 16 1 0.01 0.1903 1.47 1.47 0.20 0.1908 4.5115 4.2 14.9 14.9 FALSE 6.55M46+M22 M46 12.8 6.12 M22 12.3 5.54 290.6 0.002 10 1 0.013 -0.2489 -0.46 0.05 0.83 0.0196 0.9788 -25.4 100.0 74.1 TRUE 8.53M46+M32 M46 12.8 6.1 M32 7.3 2.88 76 0.042 10 1 0.01 0.4392 3.49 3.49 0.16 0.4392 5.8625 7.5 19.0 19.0 FALSE 6.27METERING STATION+T2 METERING STATION 0 -14.66 T2 3.04 -14.76 444.9 0 24 1 0.013 12.7352 4.05 4.05 2.00 12.7352 3.3913 375.5 100.0 100.0 TRUE -11.24N1+K41 N1 5.32 -2.08 K41 5.23 -2.2 30.8 0.004 18 1 0.01 1.5715 0.89 1.00 1.50 1.7592 8.5232 18.4 100.0 100.0 TRUE 0.57N2+N1 N2 5.71 -1.39 N1 5.32 -2.08 295.7 0.002 16 1 0.01 1.1834 0.85 0.85 1.33 1.1862 4.8180 24.6 100.0 100.0 TRUE 0.58N3+N21 N3 6 -0.64 N21 6 -0.82 88.8 0.002 16 1 0.01 1.1318 0.81 0.81 1.32 1.1318 4.4899 25.2 99.0 98.6 TRUE 0.59N4+N3 N4 6.14 0.24 N3 6 -0.64 334.7 0.003 16 1 0.01 1.1275 1.30 1.51 0.80 1.1275 5.1141 22.0 59.7 52.6 FALSE 0.68N5+N4 N5 7.28 1.13 N4 6.14 0.29 332.5 0.003 10 1 0.013 0.1905 1.34 1.34 0.26 0.1905 1.1012 17.3 30.7 30.7 FALSE 1.39N6+N5 N6 8.64 1.99 N5 7.28 1.13 332.5 0.003 10 1 0.013 0.1905 1.35 1.35 0.25 0.1905 1.1142 17.1 30.5 30.5 FALSE 2.25N7+N6 N7 9.69 2.84 N6 8.64 1.99 332.7 0.003 10 1 0.013 0.1905 1.35 1.35 0.26 0.1905 1.1074 17.2 30.6 30.6 FALSE 3.10N8+N9 N8 13.8 4.05 N9 11.48 3.68 118.7 0.003 10 1 0.013 0.1905 1.45 1.45 0.24 0.1905 1.2230 15.6 29.1 29.1 FALSE 4.29N9+N7 N9 11.48 3.68 N7 9.69 2.84 284 0.003 10 1 0.013 0.1905 1.42 1.42 0.25 0.1905 1.1916 16.0 29.5 29.5 FALSE 3.93N10+N13 N10 7.1 -0.52 N13 7 -0.88 176 0.002 8 1 0.013 0.0109 0.03 0.78 0.67 0.0109 0.5465 2.0 100.0 8.3 TRUE 0.58N11+N12 N11 7.2 -0.1 N12 7.1 -0.56 227.2 0.002 8 1 0.013 0.0218 0.06 0.87 0.67 0.0237 0.5437 4.0 100.0 7.4 TRUE 0.59N12+N13 N12 7.1 -0.56 N13 7 -0.88 157.9 0.002 8 1 0.013 0.0218 0.06 0.69 0.67 0.0218 0.5440 4.0 100.0 14.6 TRUE 0.58N13+N14 N13 7 -0.88 N14 6 -1.21 167 0.002 8 1 0.013 0.0327 0.09 0.76 0.67 0.0333 0.5371 6.1 100.0 18.3 TRUE 0.58N14+N2 N14 6 -1.21 N2 5.71 -1.39 88.4 0.002 16 1 0.01 1.1848 0.85 0.85 1.33 1.1850 4.5003 26.3 100.0 100.0 TRUE 0.58N15+N16 N15 7.3 0.75 N16 7.2 0.25 251.8 0.002 8 1 0.013 0.0123 0.72 0.87 0.06 0.0138 0.5384 2.3 9.5 9.1 FALSE 0.82N16+N17 N16 7.2 0.25 N17 7.1 -0.21 228.2 0.002 8 1 0.013 0.0123 0.04 0.81 0.57 0.0138 0.5426 2.3 85.4 7.3 TRUE 0.59N17+N20 N17 7.1 -0.27 N20 7 -0.67 197 0.002 8 1 0.013 0.0123 0.04 0.81 0.67 0.0132 0.5445 2.3 100.0 9.2 TRUE 0.59N18+N19 N18 7.2 0.29 N19 7.1 -0.22 255.9 0.002 8 1 0.013 0.0123 0.04 0.77 0.50 0.0130 0.5394 2.3 75.5 9.5 TRUE 0.59N19+N20 N19 7.1 -0.22 N20 7 -0.67 224.1 0.002 8 1 0.013 0.0123 0.04 0.70 0.67 0.0166 0.5415 2.3 100.0 3.5 TRUE 0.59N20+N21 N20 7 -0.67 N21 6 -0.82 72 0.002 8 1 0.013 0.0250 0.07 0.70 0.67 0.0250 0.5516 4.5 100.0 15.9 TRUE 0.59N21+N14 N21 6 -0.82 N14 6 -1.21 195.8 0.002 16 1 0.01 1.1544 0.83 0.83 1.33 1.1544 4.4512 25.9 100.0 100.0 TRUE 0.59N22+N23 N22 7.1 1.4 N23 7.1 0.98 212 0.002 8 1 0.013 0.5403 1.79 1.79 0.54 0.5403 0.5378 100.5 80.9 80.9 FALSE 1.97N23+N28 N23 7.1 0.98 N28 7 0.59 193.2 0.002 8 1 0.013 0.5403 1.86 1.86 0.52 0.5403 0.5430 99.5 77.6 77.6 FALSE 1.54N24+N25 N24 7.3 2.21 N25 7.3 1.98 116.3 0.002 8 1 0.013 0.3967 1.71 1.71 0.42 0.3971 0.5374 73.8 62.9 63.0 FALSE 2.65N25+N26 N25 7.3 1.98 N26 7.2 1.46 262.5 0.002 8 1 0.013 0.3967 1.60 1.60 0.45 0.3970 0.5379 73.8 66.8 66.9 FALSE 2.43N26+N27 N26 7.2 1.46 N27 7.1 0.96 247.5 0.002 8 1 0.013 0.3967 1.61 1.61 0.44 0.3970 0.5431 73.1 66.3 66.3 FALSE 1.91N27+N28 N27 7.1 0.96 N28 7 0.59 183 0.002 8 1 0.013 0.3967 1.63 1.64 0.44 0.3969 0.5433 73.0 65.8 65.6 FALSE 1.41N28+N31 N28 7 0.59 N31 6.87 0.54 21.4 0.002 6 2 0.01 0.9370 2.57 2.57 0.44 0.9370 0.7050 132.9 87.7 87.7 FALSE 1.03N29+N10 N29 7.2 0.13 N10 7.1 -0.52 325.6 0.002 8 1 0.013 0.0109 0.03 0.74 0.67 0.0109 0.5399 2.0 100.0 8.7 TRUE 0.59N30+N11 N30 7.3 0.17 N11 7.2 -0.1 134 0.002 8 1 0.013 0.0109 0.04 0.82 0.55 0.0120 0.5424 2.0 82.5 7.7 TRUE 0.59N31+N4 N31 6.87 0.54 N4 6.14 0.24 128.8 0.002 12 1 0.01 0.9370 2.75 2.75 0.45 0.9370 2.2348 41.9 44.8 44.8 FALSE 1.00O3+N8 O3 17.6 8.2 N8 13.8 4.1 205.1 0.02 8 1 0.013 0.0800 1.48 1.48 0.12 0.0800 1.7083 4.7 17.3 17.3 FALSE 8.32O4+O3 O4 15.39 9.13 O3 17.6 8.3 277.4 0.003 8 1 0.013 0.0338 1.13 0.72 0.09 0.0338 0.6609 5.1 13.8 1.7 FALSE 9.22O5+O4 O5 14.73 10.25 O4 15.39 9.13 398.6 0.003 8 1 0.013 0.0338 1.09 0.72 0.08 0.0338 0.6405 5.3 12.6 1.7 FALSE 10.34 2035 Enhanced PWWF Model Results.xlsx Page 10 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
347
Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
O6+O5 O6 13.82 11.05 O5 14.73 10.25 399.4 0.002 8 1 0.013 0.0338 1.13 0.72 0.09 0.0338 0.5408 6.2 14.1 1.7 FALSE 11.15O7+O6 O7 15.16 11.56 O6 13.82 11.05 426.9 0.001 8 1 0.013 0.0338 0.94 0.72 0.11 0.0338 0.4177 8.1 15.9 1.7 FALSE 11.67O8+O59 O8 16.28 12.23 O59 16.36 11.92 102.7 0.003 8 1 0.013 0.2285 1.58 1.58 0.29 0.2285 0.6639 34.4 43.3 43.3 FALSE 12.53O9+O8 O9 17.01 12.76 O8 16.28 12.23 139.7 0.004 8 1 0.013 0.2075 1.63 1.63 0.26 0.2075 0.7443 27.9 39.3 39.3 FALSE 13.02O10+O9 O10 17.95 13.1 O9 17.01 12.76 156.6 0.002 8 1 0.013 0.2075 1.35 1.35 0.30 0.2075 0.5631 36.9 45.4 45.4 FALSE 13.41O11+O10 O11 19.41 14.01 O10 17.95 13.15 259.2 0.003 8 1 0.013 0.1932 1.51 1.51 0.26 0.1932 0.6960 27.8 39.4 39.4 FALSE 14.27O12+O11 O12 19.9 14.5 O11 19.41 14.01 394.2 0.001 8 1 0.013 0.1932 1.06 1.06 0.35 0.1932 0.4260 45.4 51.8 51.8 FALSE 14.85O13+O12 O13 22.22 16.47 O12 19.9 14.5 414.6 0.005 8 1 0.013 0.1932 1.72 1.72 0.24 0.1932 0.8329 23.2 35.8 35.8 FALSE 16.71O14+O13 O14 21.75 17.35 O13 22.22 16.87 129.7 0.004 8 1 0.013 0.0487 0.82 0.82 0.15 0.0488 0.7351 6.6 22.6 22.6 FALSE 17.50O15+O14 O15 24.85 19.05 O14 21.75 17.35 307.9 0.006 8 1 0.013 0.0487 0.93 0.93 0.14 0.0487 0.8978 5.4 20.8 20.8 FALSE 19.19O16+O15 O16 28.01 22.56 O15 24.85 19.2 234.7 0.014 6 1 0.013 0.0487 1.34 1.34 0.12 0.0487 0.6714 7.3 23.8 23.8 FALSE 22.68O17+O3 O17 10.93 8.62 O3 17.6 8.3 161.2 0.002 8 1 0.013 0.0494 0.66 0.66 0.18 0.0494 0.5383 9.2 26.8 26.8 FALSE 8.80O18+O17 O18 15.83 11.93 O17 10.93 8.62 264 0.013 8 1 0.013 0.0136 0.74 0.74 0.04 0.0136 1.3530 1.0 5.3 5.3 FALSE 11.97O19+O17 O19 17.6 10.75 O17 10.93 8.62 85.9 0.025 6 1 0.013 0.0354 1.09 1.10 0.08 0.0361 0.8837 4.0 16.6 16.7 FALSE 10.84O20+O19 O20 17 10.98 O19 17.6 10.75 115.6 0.002 6 1 0.013 0.0057 0.68 0.56 0.03 0.0057 0.2503 2.3 6.2 1.3 FALSE 11.02O21+O19 O21 20.09 12.64 O19 17.6 10.75 393.6 0.005 6 1 0.013 0.0302 0.97 0.97 0.11 0.0302 0.3888 7.8 21.5 21.5 FALSE 12.76O22+O21 O22 20 13.27 O21 20.09 12.64 318.2 0.002 6 1 0.013 0.0300 0.64 0.64 0.14 0.0302 0.2497 12.0 28.9 28.8 FALSE 13.42O23+O22 O23 21.65 15.65 O22 20 13.27 469.8 0.005 6 1 0.013 0.0299 0.86 0.89 0.12 0.0302 0.3993 7.5 23.3 22.8 FALSE 15.77O24+O23 O24 21.18 15.84 O23 21.65 15.65 96.7 0.002 6 1 0.013 0.0300 0.67 0.71 0.14 0.0306 0.2488 12.1 27.8 27.1 FALSE 16.00O25+O7 O25 16.12 12.07 O7 15.16 11.61 177.4 0.003 6 1 0.013 0.0338 0.72 0.72 0.14 0.0338 0.2857 11.8 28.8 2.2 FALSE 12.22O26+O25 O26 18.86 13.26 O25 16.12 12.12 332.8 0.003 6 1 0.013 0.0140 0.79 0.79 0.07 0.0140 0.3284 4.3 14.6 14.6 FALSE 13.32O27+O26 O27 19.94 13.44 O26 18.86 13.31 65.4 0.002 6 1 0.013 0.0075 0.71 0.71 0.03 0.0077 0.2501 3.0 6.8 6.7 FALSE 13.49O28+O26 O28 19 14.28 O26 18.86 13.41 434.3 0.002 6 1 0.013 0.0065 0.70 0.70 0.03 0.0065 0.2511 2.6 6.8 6.8 FALSE 14.32O29+O28 O29 23 19.53 O28 19 14.28 174 0.03 6 1 0.013 0.0000 0.00 0.00 0.00 0.0000 0.9746 0.0 0.0 0.0 FALSE 19.53O29+O30 O29 23 19.53 O30 22.78 19.08 226 0.002 6 1 0.013 0.0000 0.00 0.00 0.04 0.0000 0.2504 0.0 7.4 0.0 FALSE 19.59O30+O35 O30 22.78 17.63 O35 21.74 16.44 175.9 0.007 6 1 0.013 0.0492 0.99 1.01 0.05 0.0492 0.4615 10.7 9.8 10.7 FALSE 17.72O31+O30 O31 23 18.76 O30 22.78 18.58 89.5 0.002 6 1 0.013 0.0164 0.80 0.81 0.08 0.0180 0.2516 6.5 16.1 17.0 FALSE 18.86O32+O31 O32 24 19.18 O31 23 18.76 210.5 0.002 6 1 0.013 0.0164 0.83 0.96 0.08 0.0203 0.2506 6.5 15.6 14.3 FALSE 19.27O33+O32 O33 25 19.71 O32 24 19.18 262.5 0.002 6 1 0.013 0.0164 0.76 0.97 0.08 0.0260 0.2521 6.5 16.7 13.5 FALSE 19.80O34+O10 O34 23.33 14.69 O10 17.95 13.35 267.7 0.005 6 1 0.013 0.0492 1.09 0.81 0.07 0.0492 0.3970 12.4 13.9 2.5 FALSE 14.76O35+O34 O35 21.74 16.44 O34 23.33 14.69 316.4 0.006 6 1 0.013 0.0492 1.08 0.81 0.07 0.0492 0.4173 11.8 13.5 2.5 FALSE 16.52O36+O30 O36 24.12 18.01 O30 22.78 17.68 164.4 0.002 6 1 0.013 0.0164 0.78 0.94 0.08 0.0177 0.2514 6.5 16.3 15.1 FALSE 18.10O37+O25 O37 16.63 12.23 O25 16.12 12.07 80.9 0.002 6 1 0.013 0.0198 0.71 0.74 0.10 0.0198 0.2495 7.9 19.9 19.4 FALSE 12.33O38+O37 O38 17.23 12.46 O37 16.63 12.23 117.5 0.002 6 1 0.013 0.0066 0.71 0.71 0.04 0.0066 0.2482 2.7 7.1 7.1 FALSE 12.50O39+O37 O39 16.48 12.31 O37 16.63 12.23 40.8 0.002 6 1 0.013 0.0132 0.89 0.89 0.06 0.0132 0.2486 5.3 12.8 12.8 FALSE 12.38O40+O39 O40 16.65 12.38 O39 16.48 12.31 37.3 0.002 6 1 0.013 0.0066 0.28 0.31 0.09 0.0066 0.2431 2.7 17.7 16.7 FALSE 12.43O41+O40 O41 16.5 12.47 O40 16.65 12.38 44.5 0.002 6 1 0.013 0.0066 0.64 0.64 0.02 0.0066 0.2523 2.6 4.2 4.2 FALSE 12.51O42+O39 O42 16.78 12.41 O39 16.48 12.31 47.6 0.002 6 1 0.013 0.0066 0.65 0.65 0.02 0.0066 0.2572 2.6 4.8 4.8 FALSE 12.45O43+O42 O43 17.92 13.6 O42 16.78 12.41 181.9 0.007 6 1 0.013 0.0066 0.65 0.65 0.02 0.0067 0.4538 1.5 4.5 4.9 FALSE 13.63O44+O43 O44 18.13 13.78 O43 17.92 13.64 69.2 0.002 6 1 0.013 0.0066 0.69 0.69 0.03 0.0066 0.2524 2.6 6.3 6.3 FALSE 13.82O45+O8 O45 17.06 12.55 O8 16.28 12.23 65.8 0.005 6 1 0.013 0.0210 0.47 0.99 0.14 0.0210 0.3912 5.4 27.7 16.5 FALSE 12.64O46+O45 O46 18 13.61 O45 17.06 12.55 212.5 0.005 6 1 0.013 0.0070 0.75 0.75 0.04 0.0070 0.3963 1.8 8.5 8.5 FALSE 13.65O47+O45 O47 16.84 12.91 O45 17.06 12.55 71.5 0.005 6 1 0.013 0.0140 0.85 0.85 0.06 0.0140 0.3981 3.5 11.3 11.3 FALSE 12.97O48+O47 O48 17.43 13.52 O47 16.84 12.91 122 0.005 6 1 0.013 0.0070 0.69 0.69 0.03 0.0070 0.3968 1.8 6.3 6.3 FALSE 13.55O49+O47 O49 17.41 13.27 O47 16.84 12.91 72.6 0.005 6 1 0.013 0.0070 0.68 0.68 0.03 0.0070 0.3952 1.8 5.9 5.9 FALSE 13.30O50+O49 O50 17.95 14.13 O49 17.41 13.27 172.1 0.005 6 1 0.013 0.0070 0.63 0.63 0.02 0.0070 0.3967 1.8 3.9 3.9 FALSE 14.16O51+O13 O51 24.5 18.4 O13 22.22 16.57 467.6 0.004 6 1 0.013 0.1445 1.45 1.45 0.25 0.1445 0.3510 41.2 50.7 50.7 FALSE 18.66O52+O51 O52 26.81 19.11 O51 24.5 18.4 213.3 0.003 6 1 0.013 0.0772 1.03 1.03 0.20 0.0772 0.3237 23.8 40.7 40.7 FALSE 19.32O53+O52 O53 27 19.48 O52 26.81 19.11 188.5 0.002 6 1 0.013 0.0100 0.81 0.82 0.05 0.0101 0.2486 4.0 10.5 10.7 FALSE 19.54O54+O52 O54 31.19 20.39 O52 26.81 19.11 380.1 0.003 6 1 0.013 0.0672 0.97 0.97 0.19 0.0672 0.3256 20.6 38.4 38.4 FALSE 20.58O55+O54 O55 28.75 20.95 O54 31.19 20.44 399.4 0.001 6 1 0.013 0.0672 0.68 0.68 0.25 0.0672 0.2005 33.5 50.4 50.4 FALSE 21.20O56+O55 O56 27.04 22.24 O55 28.75 20.95 376.5 0.003 6 1 0.013 0.0672 0.97 0.97 0.19 0.0672 0.3284 20.5 38.2 38.2 FALSE 22.45O57+O51 O57 25.61 19.76 O51 24.5 18.4 365.2 0.004 6 1 0.013 0.0487 0.84 0.84 0.17 0.0487 0.3424 14.2 33.6 33.6 FALSE 19.93O58+O57 O58 26.81 20.57 O57 25.61 19.76 403.4 0.002 6 1 0.013 0.0487 0.67 0.67 0.20 0.0487 0.2514 19.4 39.7 39.7 FALSE 20.78O59+O60 O59 16.36 11.92 O60 15.68 9.18 24.1 0.114 12 1 0.013 0.2070 2.05 2.03 0.10 0.2072 12.0125 1.7 10.3 9.8 FALSE 12.02O59+O7 O59 16.36 11.92 O7 15.16 11.56 182.3 0.002 8 1 0.013 0.0000 0.00 0.00 0.14 0.0000 0.5370 0.0 20.6 0.0 FALSE 12.02O60+O61 O60 15.68 9.18 O61 14.55 7.85 199 0.007 14 1 0.013 0.5483 2.68 2.69 0.29 0.5496 4.3937 12.5 24.6 24.6 FALSE 9.49O61+M8 O61 14.55 7.85 M8 14.41 7.81 11.8 0.003 16 1 0.01 0.5483 2.42 2.43 0.29 0.5498 5.8139 9.4 21.9 21.9 FALSE 8.14O62+O18 O62 17.08 13.18 O18 15.83 11.93 249 0.005 6 1 0.013 0.0136 0.89 0.61 0.07 0.0136 0.3975 3.4 13.1 1.7 FALSE 13.24O63+O62 O63 17.27 13.37 O62 17.08 13.18 38 0.005 6 1 0.013 0.0136 0.85 0.82 0.06 0.0136 0.3968 3.4 11.4 9.9 FALSE 13.43T1+T0 T1 4.57 -15.43 T0 #N/A -17.68 329.2 0.007 24 1 0.013 12.7352 6.36 6.36 1.22 12.7352 18.7022 68.1 60.8 60.8 FALSE -14.20 2035 Enhanced PWWF Model Results.xlsx Page 11 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
348
Appendix D: Table 6
Scenario 3: 2035 Enhanced PWWF Model Results
Label Start Node Rim (Start) (ft)
Invert (Start)
(ft) Stop Node
Rim (Stop)
(ft)
Invert (Stop)
(ft) Length (ft)
Slope
(Calculated)
(ft/ft) Diameter (in)
Number of
Barrels Manning's n
Flow (Middle)
(cfs)
Velocity
(ft/s)
Velocity
(Maximum
Calculated)
(ft/s)
Depth (Middle)
(ft)
Flow
(Maximum)
(cfs)
Capacity
(Full Flow)
(cfs)
Flow /
Capacity
(Design) (%)
Depth/Rise
(%)
Depth
(Maximum) /
Rise (%)
Is Ever
Surcharged?
Hydraulic
Grade
(Maximum) (ft)
T2+T1 T2 3.04 -14.76 T1 4.57 -15.43 505.8 0.001 24 1 0.013 12.7352 4.18 4.18 1.86 12.7352 8.2329 154.7 93.2 93.2 TRUE -12.44T3+METERING STATION T3 2.52 -14.63 METERING STATION 0 -14.66 55 0.001 24 1 0.013 12.7352 4.05 4.05 2.00 12.7352 5.2820 241.1 100.0 100.0 TRUE -11.19T4+T3 T4 1.41 -12.09 T3 2.52 -14.63 474.9 0.005 24 1 0.013 12.7352 4.05 4.05 2.00 12.7352 16.5440 77.0 100.0 100.0 TRUE -9.99T5+T4 T5 0.16 -11.76 T4 1.41 -11.99 352.3 0.001 24 1 0.013 12.7352 4.05 4.05 2.00 12.7352 5.7802 220.3 100.0 100.0 TRUE -9.10T6+T5 T6 0.17 -11.38 T5 0.16 -11.66 359.1 0.001 24 1 0.013 12.7352 4.05 4.05 2.00 12.7352 6.3165 201.6 100.0 100.0 TRUE -8.17T7+T6 T7 -0.07 -10.42 T6 0.17 -11.38 503.8 0.002 24 1 0.013 12.7352 4.05 4.05 2.00 12.7352 9.8749 129.0 100.0 100.0 TRUE -6.78T8+T7 T8 0.14 -10.08 T7 -0.07 -10.32 501.9 0 24 1 0.013 12.7352 4.05 4.05 2.00 12.7352 4.9469 257.4 100.0 100.0 TRUE -5.40T9+T8 T9 0.14 -9.67 T8 0.14 -9.98 497.7 0.001 24 1 0.013 12.7352 4.05 4.05 2.00 12.7352 5.6455 225.6 100.0 100.0 TRUE -4.02T10+T9 T10 0.07 -9.12 T9 0.14 -9.57 446.9 0.001 24 1 0.013 12.7352 4.05 4.05 2.00 12.7352 7.1784 177.4 100.0 100.0 TRUE -2.81T11+T10 T11 -0.24 -8.44 T10 0.07 -9.02 325.8 0.002 24 1 0.013 12.7352 4.05 4.05 2.00 12.7352 9.5439 133.4 100.0 100.0 TRUE -1.99T12+T11 T12 0.55 -8.25 T11 -0.24 -8.49 482.2 0 24 1 0.013 12.7352 4.05 4.05 2.00 12.7352 5.0468 252.3 100.0 100.0 TRUE -0.66T16+T33 T16 2.25 -6.5 T33 2.25 -6.55 66.2 0.001 17.8 1 0.01 2.7405 1.59 1.64 1.48 2.8154 3.6203 75.7 100.0 100.0 TRUE 0.45T17+T34 T17 0.96 -5.84 T34 1.75 -6.3 407.1 0.001 21 1 0.013 9.9947 4.16 4.16 1.75 9.9947 5.3261 187.7 100.0 100.0 TRUE 0.56T18+T17 T18 1.12 -5.23 T17 0.96 -5.79 540.4 0.001 21 1 0.013 9.9947 4.16 4.16 1.75 9.9947 5.1005 196.0 100.0 100.0 TRUE 0.66T19+T36 T19 2.23 -4.72 T36 2.125 -4.74 6.3 0.003 21 1 0.013 7.1135 2.96 2.96 1.75 7.1135 8.9021 79.9 100.0 100.0 TRUE 0.78T20+T19 T20 2.72 -4.06 T19 2.23 -4.62 331.9 0.002 18 1 0.013 3.9128 2.21 2.21 1.50 3.9128 4.3143 90.7 100.0 100.0 TRUE 0.80T21+T20 T21 3.07 -3.99 T20 2.72 -4.06 338.4 0 21 1 0.013 3.8832 1.61 1.61 1.75 3.8832 2.2788 170.4 100.0 100.0 TRUE 0.82T22+T37 T22 2.81 -3.24 T37 3 -3.63 191.4 0.002 21 1 0.01 3.8060 1.58 1.58 1.75 3.8061 9.2972 40.9 100.0 100.0 TRUE 0.85T23+T22 T23 6.87 -3.03 T22 2.81 -3.24 373 0.001 18 1 0.013 3.8061 2.15 2.15 1.50 3.8061 2.4921 152.7 100.0 100.0 TRUE 1.01T24+T23 T24 3.66 -2.69 T23 6.87 -2.93 316.7 0.001 18 1 0.013 3.6278 2.05 2.05 1.50 3.6278 2.8914 125.5 100.0 100.0 TRUE 1.26T25+T24 T25 3.95 -2.59 T24 3.66 -2.62 282.2 0 18 1 0.013 3.6278 2.05 2.05 1.50 3.6279 1.0830 335.0 100.0 100.0 TRUE 1.49T26+T25 T26 7.03 -2.32 T25 3.95 -2.52 305.6 0.001 18 1 0.013 3.1325 1.77 1.77 1.50 3.1325 2.6873 116.6 100.0 100.0 TRUE 1.64T27+T26 T27 7.85 -2.05 T26 7.03 -2.22 355.8 0 18 1 0.013 3.1325 1.77 1.77 1.50 3.1325 2.2958 136.4 100.0 100.0 TRUE 1.83T28+T27 T28 8.67 -1.93 T27 7.85 -1.95 162.1 0 18 1 0.013 3.1325 1.77 1.77 1.50 3.1325 1.1667 268.5 100.0 100.0 TRUE 1.85T29+T28 T29 4.98 -1.62 T28 8.67 -1.93 233.8 0.001 18 1 0.013 3.1325 1.77 1.77 1.50 3.1325 3.8245 81.9 100.0 100.0 TRUE 1.94T30+T12 T30 0.25 -7.24 T12 0.55 -8.25 285.1 0.004 24 1 0.01 12.7352 4.05 4.05 2.00 12.7352 17.5030 72.8 100.0 100.0 TRUE -0.32T31+T30 T31 2.05 -7.15 T30 0.25 -7.24 350.8 0 24.2 1 0.01 12.7352 3.98 3.98 2.02 12.7352 4.8253 263.9 100.0 100.0 TRUE 0.10T32+T31 T32 1.25 -7.11 T31 2.05 -7.15 125.2 0 24.2 1 0.01 12.7352 3.99 3.99 2.02 12.7352 5.3740 237.0 100.0 100.0 TRUE 0.16T33+Transition 1 T33 2.25 -6.55 Transition 1 #N/A -24.75 157 0.116 17.8 2 0.01 12.7353 3.70 3.70 1.48 12.7352 89.7137 14.2 100.0 100.0 TRUE 0.44T34+T33 T34 1.75 -6.3 T33 2.25 -6.55 76.4 0.003 17.8 1 0.01 9.9948 5.81 5.81 1.48 9.9948 7.5365 132.6 100.0 100.0 TRUE 0.48T36+T18 T36 2.125 -4.74 T18 1.12 -5.23 493.7 0.001 21 1 0.013 9.9947 4.16 4.16 1.75 9.9947 4.9915 200.2 100.0 100.0 TRUE 0.75T37+T21 T37 3 -3.63 T21 3.07 -3.99 83.4 0.004 21 1 0.01 3.8060 1.58 1.58 1.75 3.8060 13.5420 28.1 100.0 100.0 TRUE 0.84Transition 1+Transition 2 Transition 1 #N/A -24.75 Transition 2 #N/A -24.75 143 0 17.8 2 0.01 12.7353 3.70 3.70 1.48 12.7352 0.2635 4833.2 100.0 100.0 TRUE 0.39Transition 2+Transition 3 Transition 2 #N/A -24.75 Transition 3 #N/A -15.75 99 -0.091 17.8 2 0.01 12.7352 3.70 3.70 1.48 12.7352 79.4468 16.0 100.0 100.0 TRUE 0.26Transition 3+T32 Transition 3 #N/A -15.75 T32 1.25 -7.11 117.6 -0.073 17.8 2 0.01 12.7352 3.70 3.70 1.48 12.7352 71.4274 17.8 100.0 100.0 TRUE 0.23AbbreviationsPWWF: Peak Wet Weather FlowCFS: Cubic Feet per Secondft: Feets: Secondsin: Inches 2035 Enhanced PWWF Model Results.xlsx Page 12 of 12
Freyer and Laureta, Inc.

Last Printed: 5/12/2025
349
FREYER & LAURETA, INC. Civil Engineers · Surveyors · Construction Managers.

APPENDIX E

CIP PROJECT SUMMARY SHEETS
350
Appendix E
Capital Improvement Project 1.1
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Project Description: Pipeline Replacement on Menalto Avenue, Poplar Avenue, Bay Road, and Elliot Drive.

Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 2,488,000$ 124,400$
2 Traffic Control % 15% 2,488,000$ 373,200$
3 Sheeting, Shoring, and Bracing % 5% 2,488,000$ 124,400$ 4 8-inch DR 17 HDPE Pipe lf 950 400$ 380,000$
5 10-inch DR 17 HDPE Pipe lf 2,218 500$ 1,109,000$
6 12-inch DR 17 HDPE Pipe lf 1,665 600$ 999,000$
7 Manholes ea 19 11,000$ 209,000$
8 30% Contingency % 30% 3,319,000$ 995,700$
Subtotal - Conceptual Opinion of Probable Construction Cost (3) 4,315,000$ Engineering and Administration Cost
9 Design % 10% 4,315,000$ 432,000$
10 Environmental/Permitting % 10% 4,315,000$ 432,000$
11 Construction Management/Inspection % 15% 4,315,000$ 647,000$ 12 District Administration % 5% 4,315,000$ 216,000$
Subtotal - Engineering and Administration Cost (3) 1,727,000$ Total Conceptual Opinion of Probable Project Cost (3) 6,042,000$ Notes
(2) See Figure A for limits of improvement
(3) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
(1) Projects will need Encroachment Permit with City of Menlo Park. Project will involve crossing Bayshore Freeway.

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Appendix E
Capital Improvement Project 1.2
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Project Description: Pipeline Replacement on Trunk Line in Creek, Beech Street, Larkspur, and Gardenia Ave.

Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 4,294,200$ 214,710$
2 Traffic Control % 15% 4,294,200$ 644,130$
3 Sheeting, Shoring, and Bracing % 5% 4,294,200$ 214,710$ 4 8-inch DR 17 HDPE Pipe lf 272 400$ 108,801$
5 12-inch DR 17 HDPE Pipe lf 179 600$ 107,241$
6 16-inch DR 17 HDPE Pipe lf 533 900$ 480,091$
7 30-inch DR 17 HDPE Pipe lf 1,684 2,550$ 4,294,200$
8 Manholes ea 14 11,000$ 154,000$
9 30% Contingency % 30% 6,217,882$ 1,865,365$
Subtotal - Conceptual Opinion of Probable Construction Cost (3) 8,083,000$ Engineering and Administration Cost
10 Design % 10% 8,083,000$ 808,000$
11 Environmental/Permitting % 10% 8,083,000$ 808,000$
12 Construction Management/Inspection % 15% 8,083,000$ 1,212,000$ 13 District Administration % 5% 8,083,000$ 404,000$
Subtotal - Engineering and Administration Cost (3) 3,232,000$ Total Conceptual Opinion of Probable Project Cost (3) 11,315,000$ Notes
(2) See Figure A for limits of improvement
(3) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
(1) Environmental Permits will be required. Trunk Line improvements are located on Creek. Coordination will be required for PG&E gas line.

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Capital Improvement Project 2.1
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 3,158,400$ 157,920$
2 Traffic Control % 15% 3,158,400$ 473,760$
3 Sheeting, Shoring, and Bracing % 5% 3,158,400$ 157,920$ 4 8-inch DR 17 HDPE Pipe lf 759 400$ 303,600$
5 10-inch DR 17 HDPE Pipe lf 398 500$ 199,000$
6 12-inch DR 17 HDPE Pipe lf 1,029 600$ 617,400$
7 24-inch DR 17 HDPE Pipe lf 1,274 1,600$ 2,038,400$
8 Manholes ea 14 11,000$ 154,000$
9 30% Contingency % 30% 4,102,000$ 1,230,600$
Subtotal - Conceptual Opinion of Probable Construction Cost (3) 5,333,000$ Engineering and Administration Cost
10 Design % 10% 5,333,000$ 533,000$
11 Environmental/Permitting % 10% 5,333,000$ 533,000$
12 Construction Management/Inspection % 15% 5,333,000$ 800,000$ 13 District Administration % 5% 5,333,000$ 267,000$
Subtotal - Engineering and Administration Cost (3) 2,133,000$ Total Conceptual Opinion of Probable Project Cost (3) 7,466,000$ Notes
(2) See Figure A for limits of improvement
(3) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
(1) Project will involve crossing Bayshore Freeway. Project should be continued to be re-evaluated as structural deficiencies may be moved to a higher priority project if proposed development projects are not constructed soon.

Project Description: Pipeline Replacement on Bayshore Road, Donohoe Street, Cooley Ave, and O'Connor Street.

Appendix E
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Capital Improvement Project 2.2
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 4,190,650$ 209,533$
2 Traffic Control % 15% 4,190,650$ 628,598$
3 Sheeting, Shoring, and Bracing % 5% 4,190,650$ 209,533$ 4 10-inch DR 17 HDPE Pipe lf 1,064 500$ 532,000$
5 12-inch DR 17 HDPE Pipe lf 2,209 600$ 1,325,400$
6 30-inch DR 17 HDPE Pipe lf 915 2,550$ 2,333,250$
7 Manholes ea 13 11,000$ 143,000$
8 30% Contingency % 30% 5,381,313$ 1,614,394$
Subtotal - Conceptual Opinion of Probable Construction Cost (3) 6,996,000$ Engineering and Administration Cost
9 Design % 10% 6,996,000$ 700,000$
10 Environmental/Permitting % 10% 6,996,000$ 700,000$
11 Construction Management/Inspection % 15% 6,996,000$ 1,049,000$ 12 District Administration % 5% 6,996,000$ 350,000$
Subtotal - Engineering and Administration Cost (3) 2,799,000$ Total Conceptual Opinion of Probable Project Cost (3) 9,795,000$ Notes
(2) See Figure A for limits of improvement
(3) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
Project Description: Pipeline Replacement on University Avenue, Runnymede Street, Clarke Avenue, and Beech Street. (1) Project will include coordination with PG&E on gas line on Beech Street.

Appendix E
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Capital Improvement Project 2.3
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 7,601,550$ 380,078$
2 Traffic Control % 15% 7,601,550$ 1,140,233$
3 Sheeting, Shoring, and Bracing % 5% 7,601,550$ 380,078$ 4 30-inch DR 17 HDPE Pipe lf 2,981 2,550$ 7,601,550$
5 Manholes ea 17 11,000$ 187,000$
6 30% Contingency % 30% 9,688,938$ 2,906,681$
Subtotal - Conceptual Opinion of Probable Construction Cost (3) 12,596,000$ Engineering and Administration Cost
7 Design % 10% 12,596,000$ 1,260,000$
8 Environmental/Permitting % 10% 12,596,000$ 1,260,000$ 9 Construction Management/Inspection % 15% 12,596,000$ 1,889,000$ 10 District Administration % 5% 12,596,000$ 630,000$
Subtotal - Engineering and Administration Cost (3) 5,039,000$ Total Conceptual Opinion of Probable Project Cost (3) 17,635,000$ Notes
(1) Environmental Permits will be required. Trunk Line improvements are located on Creek. (2) See Figure A for limits of improvement
(3) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
Project Description: Pipeline Replacement on Trunk Line in Creek.

Appendix E
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Capital Improvement Project 2.4
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 3,987,550$ 199,378$
2 Traffic Control % 15% 3,987,550$ 598,133$
3 Sheeting, Shoring, and Bracing % 5% 3,987,550$ 199,378$ 4 8-inch DR 17 HDPE Pipe lf 442 400$ 176,800$
5 10-inch DR 17 HDPE Pipe lf 262 500$ 131,000$
6 24-inch DR 17 HDPE Pipe lf 1,750 1,600$ 2,800,000$
7 30-inch DR 17 HDPE Pipe lf 345 2,550$ 879,750$
8 Manholes ea 11 11,000$ 121,000$
9 30% Contingency % 30% 5,105,438$ 1,531,631$
Subtotal - Conceptual Opinion of Probable Construction Cost (3) 6,637,000$ Engineering and Administration Cost
10 Design % 10% 6,637,000$ 664,000$
11 Environmental/Permitting % 10% 6,637,000$ 664,000$
12 Construction Management/Inspection % 15% 6,637,000$ 996,000$ 13 District Administration % 5% 6,637,000$ 332,000$
Subtotal - Engineering and Administration Cost (3) 2,656,000$ Total Conceptual Opinion of Probable Project Cost (3) 9,293,000$ Notes
(2) See Figure A for limits of improvement
(3) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
Project Description: Pipeline Replacement on Bay Road and Pulgas Avenue. (1) Project should be continued to be re-evaluated as structural deficiencies may be moved to a higher priority project if proposed development projects are not constructed soon.

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Capital Improvement Project 2.5
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 580,500$ 29,025$
2 Traffic Control % 15% 580,500$ 87,075$
3 Sheeting, Shoring, and Bracing % 5% 580,500$ 29,025$
4 10-inch DR 17 HDPE Pipe lf 1,161 500$ 580,500$
5 Manholes ea 4 11,000$ 44,000$
6 30% Contingency % 30% 769,625$ 230,888$
Subtotal - Conceptual Opinion of Probable Construction Cost (2) 1,001,000$ Engineering and Administration Cost
7 Design % 10% 1,001,000$ 100,000$
8 Environmental/Permitting % 10% 1,001,000$ 100,000$
9 Construction Management/Inspection % 15% 1,001,000$ 150,000$ 10 District Administration % 5% 1,001,000$ 50,000$
Subtotal - Engineering and Administration Cost (2) 400,000$ Total Conceptual Opinion of Probable Project Cost (2) 1,401,000$ Notes
(1) See Table 1 and Figure 1 for limits of improvements. (2) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
Project Description: Pipeline Replacement on Maple Lane.

Appendix E
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Capital Improvement Project 2.6
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 504,600$ 25,230$
2 Traffic Control % 15% 504,600$ 75,690$
3 Sheeting, Shoring, and Bracing % 5% 504,600$ 25,230$
4 12-inch DR 17 HDPE Pipe lf 841 600$ 504,600$
5 SmartCovers ea 11 6,500$ 71,500$
6 Manholes ea 5 11,000$ 55,000$
7 30% Contingency % 30% 757,250$ 227,175$
Subtotal - Conceptual Opinion of Probable Construction Cost (3) 984,000$ Engineering and Administration Cost
8 Design % 10% 984,000$ 98,000$
9 Environmental/Permitting % 10% 984,000$ 98,000$
10 Construction Management/Inspection % 15% 984,000$ 148,000$ 11 District Administration % 5% 984,000$ 49,000$
Subtotal - Engineering and Administration Cost (3) 393,000$ Total Conceptual Opinion of Probable Project Cost (3) 1,377,000$ Notes
(2) See Figure A for limits of improvement
(3) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
(1) Project will require coordination for two 24-inch PG&E Gas Main Transmissions. Project will also reinstate City's Flow Monitoring Program.

Project Description: Pipeline Replacement on O'Connor Street. Project will also include 11 Smart Cover Meters to be installed similar to the subbasin locations notated in V&A Flow Monitoring Study.

Appendix E
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Capital Improvement Project 2.7
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 2,510,400$ 125,520$
2 Traffic Control % 15% 2,510,400$ 376,560$
3 Sheeting, Shoring, and Bracing % 5% 2,510,400$ 125,520$ 4 24-inch DR 17 HDPE Pipe lf 1,569 1,600$ 2,510,400$
5 Manholes ea 6 11,000$ 66,000$
6 30% Contingency % 30% 3,204,000$ 961,200$
Subtotal - Conceptual Opinion of Probable Construction Cost (3) 4,165,000$ Engineering and Administration Cost
7 Design % 10% 4,165,000$ 417,000$
8 Environmental/Permitting % 10% 4,165,000$ 417,000$
9 Construction Management/Inspection % 15% 4,165,000$ 625,000$ 10 District Administration % 5% 4,165,000$ 208,000$
Subtotal - Engineering and Administration Cost (3) 1,667,000$ Total Conceptual Opinion of Probable Project Cost (3) 5,832,000$ Notes
(2) See Figure A for limits of improvement
(3) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
Project Description: New Parallel Trunk Line within San Francisquito Creek on Palo Alto Golf Course. (1) Project should be re-evaluated on a yearly basis. As project scope on developments may be reduced/removed.

Appendix E
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Capital Improvement Project 3.1
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 714,349$ 35,717$
2 Traffic Control % 15% 714,349$ 107,152$
3 Sheeting, Shoring, and Bracing % 5% 714,349$ 35,717$
4 8-inch DR 17 HDPE Pipe lf 1,786 400$ 714,349$
5 Manholes ea 8 11,000$ 88,000$
6 30% Contingency % 30% 980,937$ 294,281$
Subtotal - Conceptual Opinion of Probable Construction Cost (2) 1,275,000$ Engineering and Administration Cost
7 Design % 10% 1,275,000$ 128,000$
8 Environmental/Permitting % 10% 1,275,000$ 128,000$
9 Construction Management/Inspection % 15% 1,275,000$ 191,000$ 10 District Administration % 5% 1,275,000$ 64,000$
Subtotal - Engineering and Administration Cost (2) 511,000$ Total Conceptual Opinion of Probable Project Cost (2) 1,786,000$ Notes
(1) See Figure A for limits of improvement
(2) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
Project Description: Pipeline Replacements on Dumbarton Avenue, Palo Verde Way, and Lilac Lane.

Appendix E
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Capital Improvement Project 3.2
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 648,673$ 32,434$
2 Traffic Control % 15% 648,673$ 97,301$
3 Sheeting, Shoring, and Bracing % 5% 648,673$ 32,434$
4 8-inch DR 17 HDPE Pipe lf 1,622 400$ 648,673$
5 10-inch DR 17 HDPE Pipe lf 277 500$ 138,706$
6 Manholes ea 11 11,000$ 121,000$
7 30% Contingency % 30% 1,070,547$ 321,164$
Subtotal - Conceptual Opinion of Probable Construction Cost (2) 1,392,000$ Engineering and Administration Cost
8 Design % 10% 1,392,000$ 139,000$
9 Environmental/Permitting % 10% 1,392,000$ 139,000$
10 Construction Management/Inspection % 15% 1,392,000$ 209,000$ 11 District Administration % 5% 1,392,000$ 70,000$
Subtotal - Engineering and Administration Cost (2) 557,000$ Total Conceptual Opinion of Probable Project Cost (2) 1,949,000$ Notes
(1) See Figure A for limits of improvement
(2) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
Project Description: Pipe Replacements on Garden Street, Clarke Avenue, Pulgas Avenue, Woodland Avenue, and Bayshore Road.

Appendix E
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Capital Improvement Project 3.3
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 570,088$ 28,504$
2 Traffic Control % 15% 570,088$ 85,513$
3 Sheeting, Shoring, and Bracing % 5% 570,088$ 28,504$
4 8-inch DR 17 HDPE Pipe lf 1,425 400$ 570,088$
5 Manholes ea 5 11,000$ 55,000$
6 30% Contingency % 30% 767,610$ 230,283$
Subtotal - Conceptual Opinion of Probable Construction Cost (2) 998,000$ Engineering and Administration Cost
7 Design % 10% 998,000$ 100,000$
8 Environmental/Permitting % 10% 998,000$ 100,000$
9 Construction Management/Inspection % 15% 998,000$ 150,000$ 10 District Administration % 5% 998,000$ 50,000$
Subtotal - Engineering and Administration Cost (2) 400,000$ Total Conceptual Opinion of Probable Project Cost (2) 1,398,000$ Notes
(1) See Figure A for limits of improvement
(2) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
Appendix E
Project Description: Pipe Replacements on Glen Way and Capitol Avenue.

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Capital Improvement Project 3.4
Conceptual OPPC
2025 Sewer System Master Plan
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 859,162$ 42,958$
2 Traffic Control % 15% 859,162$ 128,874$
3 Sheeting, Shoring, and Bracing % 5% 859,162$ 42,958$
4 8-inch DR 17 HDPE Pipe lf 355 400$ 142,082$
5 16-inch DR 17 HDPE Pipe lf 659 900$ 592,798$
6 18-inch DR 17 HDPE Pipe lf 124 1,000$ 124,283$
7 Manholes ea 10 11,000$ 110,000$
8 30% Contingency % 30% 1,183,952$ 355,186$
Subtotal - Conceptual Opinion of Probable Construction Cost (2) 1,539,000$ Engineering and Administration Cost
9 Design % 10% 1,539,000$ 154,000$
10 Environmental/Permitting % 10% 1,539,000$ 154,000$
11 Construction Management/Inspection % 15% 1,539,000$ 231,000$ 12 District Administration % 5% 1,539,000$ 77,000$
Subtotal - Engineering and Administration Cost (2) 616,000$ Total Conceptual Opinion of Probable Project Cost (2) 2,155,000$ Notes
(1) See Figure A for limits of improvement
(2) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
Appendix E
Project Description: Pipe Replacements on Bay Road and Weeks Street.

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JOB NO.

FIGURE 06/20/2025 DATE: SCALE: DESIGNED: DRAWN: CHECKED: PROJ. ENGR: SURVEYORS www.freyerlaureta.com CIVIL ENGINEERS 150 Executive Park Blvd Suite 4200 San Francisco, CA 94134 (415)534-7070 CONSTRUCTION MANAGERS 1" = 1000' 221009 ZGROJTT
364
FREYER & LAURETA, INC. Civil Engineers · Surveyors · Construction Managers.

APPENDIX F

IMPACT FEE MEMORANDUM
365
1 Impact Fee Memorandum
Re: East Palo Alto – Sewer Fee Determination
Date: June 20 2025
To: Richard Perez, City of East Palo Alto
Humza Javed, P.E. City of East Palo Alto
From: Greg Arifian P.E., Freyer & Laureta, Inc.

Rheanna Ostrea, Freyer & Laureta, Inc.

Zoe Gnass, Freyer & Laureta, Inc.

Reviewed: Jeffrey Tarantino, P.E., Freyer & Laureta, Inc. 1 Introduction
Freyer and Laureta, Inc. (F&L) has prepared this memorandum to outline the proposed Sanitary Sewer Capital Improvement Program (CIP) identified in the 2025 Sewer System Master Plan for the East Palo Alto Sanitary District’s (EPASD). The memorandum serves as a comprehensive guide to address existing infrastructure deficiencies and accommodate future development needs.

The memorandum discusses the following information:
• Improvements needed to improve the overall reliability and resiliency of the existing sanitary sewer collection system.
• Improvements needed necessary to support future development as approved by the City of East Palo Alto (City).
• Proportional allocation of improvements costs between existing and future customers. • Development of an impact fee for new developments requiring sanitary sewer service. • CIPs identified within the 2025 Sewer System Master Plan (2025 Master Plan) • Potential cash flow scenarios for each CIP alternative to evaluate potential adjustments to the Annual Sewer Charge (ASC), which may be required and subject to a future and separate Proposition 218 process.

The analysis shows that the costs for existing customers are based on the repair and replacement costs of the existing system while the developers will pay the costs for expanding the sewer system to accommodate new development.

The CIP projects identified for existing infrastructure will be repaired or maintained by a combination of public financing, existing ratepayers, and new developments.
2 2025 Master Plan Analysis
The 2025 Master Plan involved hydraulic modeling and condition assessments to recommend improvements addressing identified system deficiencies. Improvements were categorized into four groups to develop the CIP projects based on the type of deficiency:
• Category 1 - Existing Pipe Capacity Deficiencies: Improvements to address current hydraulic capacity deficiencies under present-day flow conditions. Approximately 7,285 linear feet (LF) of pipe require upsizing to meet the minimum four-foot freeboard criteria for surcharging under Peak Wet Weather Flow (PWWF). 366
2 • Category 2 - Future Pipe Capacity Deficiencies: Improvements to address projected capacity constraints due to future growth and development. Approximately 13,848 LF of pipe must be upsized under PWWF to accommodate anticipated increases in flow.
• Category 3 - Pipe Structural Deficiencies: Improvements to address physical structural defects identified through closed-circuit television (CCTV) inspections. Approximately 9,796 LF of pipes are identified as structurally deficient and prioritized for replacement. • Category 4 - Remaining Sewer System: Improvements to address the remaining pipes within the collection system. Approximately 142,928 LF of pipe is recommended for phased replacement over a 20-year planning period to ensure long-term serviceability.
3 Impact Fee - Calculation Methodology

3.1 Developer’s Share of Capacity Assurance
An evaluation of hydraulic capacity improvements from Category 1 and Category 2 was conducted to determine the proportionate cost responsibility for new development. The capacity assessment identified shared infrastructure upgrades that benefit both existing and future users. The analysis was performed based on pipe sizing requirements and projected flow contributions.

3.1.1 Category 1: Existing Capacity Improvements
A portion of Category 1 improvements were identified as shared infrastructure upgrades that benefit both existing and future users. The analysis for proportionate cost responsibility was compared to the overall cost for Category 1 CIP projects. The total estimated cost for Category 1 CIP projects is approximately $17.7 million. The list of Category 1 pipes to be improved is listed in Table 1 and the Conceptual Opinion of Probable Project Cost (OPPC) is in Table 2.

Approximately 1,684 linear feet (LF) of pipeline improvements identified in Category 1 were determined to serve both existing and future capacity needs and the shared benefit segments are illustrated in Figure 1.

3.1.2 Beech Street Improvements
The Beech Street segment shown in Figure 1 requires different pipe sizes under existing and future scenarios. For existing capacity improvements under Category 1, the proposed pipe diameter is 24-inch HDPE while future development under Category 2 necessitates an increase to 30-inch HDPE. A planning-level OPPC was prepared for both diameters, with the cost difference attributed to the upsizing totaling approximately $524,000. The differential cost between Category 1 and Category 2 improvements represents the portion of the improvement cost assignable to future development. The cost breakdown is presented in Table 3.

3.1.3 Trunk Line Improvements
In contrast, the trunk line improvements require the same pipe size under both existing and future scenarios. Therefore, a flow-based cost allocation method was used. The system currently has an existing average dry weather flow (ADWF) capacity of approximately 1.56 million gallons per day (MGD). Future development is projected to increase flows by an equivalent amount, 1.84 MGD, which approximately increases the total flow within the system by more than half. As a result, the cost of the trunk line improvements is allocated equally (50/50) between existing and future customers.

The total OPPC for the trunk line improvements is estimated at $8,440,000, with $4,220,000 assigned to new development. The OPPC for the trunk line improvement is in Table 4. 367
FREYER & LAURETA, INC. Civil Engineers · Surveyors · Construction Managers 3

3.1.4 Summary Cost Analysis
Based on both the pipe sizing and flow-based analyses, the portion of Category 1 improvements that benefit new development is estimated to be approximately 25%. The full cost allocation summary is shown in Table 5.

3.2 Developer’s Improvement
Category 2 solely focuses on addressing projected capacity constraints driven by future growth and development. As these improvements will be pipe size upgrades driven by developers, the cost of these improvements will be accounted for in the development's connection fees. The total OPC for the trunk line improvements is estimated at $49,046,000. The list of pipes to be upsized is in Table 6 and the OPC for the Category 2 projects is presented in Table 7.
4 Proposed Development Impacts

4.1 Anticipated Developments
The City provided a list of developments planned for the 2025/26 fiscal year. Additionally, the Master Plan identified other planned developments that have been approved or are in planning with City. The known developments have been assumed to be within the 2026/27 and 2027/28 fiscal years. The list, along with the anticipated number of residential units or square feet of commercial, industrial, or office space, is shown in Table 8.

Table 9 calculates the Equivalent Dwelling Units (EDUs) that are associated with each the anticipated developments.

EPASD utilizes the EDUs to calculate the Impact Fee.
5 Impact Fee
As part of the ongoing development of the Master Plan and identification of new CIP projects, EPASD intends to update its impact fee to accurately reflect the costs associated with planned system improvements and infrastructure expansion. .

This fee has been calculated based on the following cost components:
• Developer’s Share of Capacity Assurance: Approximately 25 percent of the costs associated with existing capacity assurance improvements, which are expected to provide benefits to new development. • Developer’s Improvement: 100 percent of the costs related to capacity deficiencies that are directly attributable to new development demands.
• Buy-In Treatment Cost: A buy-in cost of $5 million per 1.0 million gallons per day (MGD) of treatment capacity, representing the proportional reimbursement by developers for the available capacity at the PAWRQCP.

The calculation method used to determine the fee is presented in Table 10. The impact fee developed is $7,800. A regular review of the impact fee should be completed to ensure that the impact fee reflects the costs incurred to accommodate City-approved developments.
6 Proposed Operating and Maintenance Plan
The City has contracted with West Bay Sanitary District (WBSD) to operate and maintain the collection system. The collection system will continue to operate in accordance with Statewide SSO Waste Discharge Requirements and RWQCB Sewer System Management Plan guidelines. WBSD and the City has an agreement for the Operation and Maintenance of Sewer Collection System, the annual budget in the 2024/25 fiscal year was $1,724,120. Per email 368
FREYER & LAURETA, INC. Civil Engineers · Surveyors · Construction Managers 4 from Richard Perez on April 24, 2025, the current annual contract is $1,799,152, which is an increase of 4.37% from the previous year. Table 11 presents the operating expenses for the EPASD collection system.

In addition to the labor costs for operating the collection system, EPASD contributes the operating and capital costs for the Palo Alto (Regional Water Quality Control Plant PARWQCP) as outlined in the existing agreement. In reviewing the East Palo Alto Sanitary District, 2019 Sewer Rate Study (Rate Study), F&L identified that the study included a summary of anticipated treatment operation, capital, and debt service costs. We have summarized the anticipated costs for PARWQCP treatment and capital improvements in Table 12. 7 Capital Improvement Projects
The 2025 Master Plan identified recommendations for Capital Improvement Program (CIP) projects, based on the four categories. The CIP projects were developed and grouped primarily according to their pipeline Category. However, in several cases, CIP improvements with different categories will be addressed in the same project due to overlap or immediate proximity. Below is a summary of the project Groups. A summary of the CIP project identified in the 2025 Master Plan can be seen in Table 13.
8 Annual Budget Cash Flow
F&L evaluated the year over year cash flow for operations and improvements of the sanitary sewer collection system.

Table 14 presents F&L’s cash flow project for five fiscal years beginning with Fiscal Year 2025/26. The cash flow analysis includes the following key items:
• The Annual Sewer Charge (ASC) is set at $660. Per information from EPASD, the service charge is not expected to increase this fiscal year. It is recommended that a five-percent annual escalation be applied to reflect current economic conditions and the anticipated annual repair and replacement program to address the deficiencies identified in the EPASD CCTV TM.
• The proposed impact fee is to be $7,800 per EDU, similar to the ASC, and an annual 5-percent escalation is applied.
• The total number of anticipated new EDUs for each fiscal year is provided based on the information presented in Table 9.
• The total number of connected EDUs is also provided, including accounting for new EDUs that were assumed to be added during each fiscal year. The City shall confirm for EPASD the EDUs to be added each fiscal year.
• The beginning reserve fund balance is $23 million as provided by the EPASD. • Category 4 pipes for the remaining sewer system assets not currently identified as hydraulically or structurally deficient but nearing the end of their expected service life. These pipes are recommended for phased replacement over a 20-year period to maintain system integrity and service reliability. • Revenues include the ASC, connection fees, property taxes presented in the EPASD Rate Study, ERAF Rebate/Former RDAF presented in the EPASD Rate Study, and interest earned on reserve funds. • Expenses including labor and other operating expenses for the collection system, Sewer Rehab Improvements to fund annual point repair projects, Category 4 Improvements, PAWRQCP annual treatment costs, EPASD share of existing PARWQCP debt service, EPASD share of project PARWQCP debt service, and EPASD 2011 SRF Loan debt service presented in the EPASD Rate Study. 369
FREYER & LAURETA, INC. Civil Engineers · Surveyors · Construction Managers 5 For each fiscal year, the project expenses are projected revenues are calculated and presented. If expenses in a given fiscal year are greater than the project revenues, the Reserve Funds are used to balance the expenses and revenues.

In utilizing portions of the existing Reserve Funds each fiscal year, the existing customers’ contributions to the reserves over the prior years are utilized to fund the CIPs for the existing deficiencies.

At the end of the five-year evaluation period, the projected Reserve Fund balance is $2.4 Million. As EPASD receives its revenue payments twice per year as part of the property tax collection, sufficient reserves to fund at least six months of operation are suggested. The cash flow evaluation presented in Table 14 maintains a minimum of 12- months of Reserve Funds for each given fiscal year.

The cash flow review above will be impacted by the Operating & Maintenance expenses, PARWQCP Treatment Expenses, and projected developments. If additional information on the actual Reserve Fund balance becomes available, the cash flow analysis will be updated.

Attachments:

Tables:
• Table 1: Category 1 Improvement Pipes
• Table 2: Category 1 OPC
• Table 3: Beech Street Improvement Comparison OPC
• Table 4: Trunk Line Improvement OPC
• Table 5: Developer’s Share of Capacity Assurance
• Table 6: Category 2 Improvement Pipes
• Table 7: Category 2 OPC
• Table 8: Proposed Developments: Anticipated Completion Prior to FY 2027/2028 • Table 9: Equivalent Dwelling Units Over the Next Five Fiscal Years • Table 10: Impact Fee Calculation
• Table 11: Estimated Annual Operating & Maintenance Expenses • Table 12: PARWQCP Treatment Expenses Calculation
• Table 13: CIP Project Summary
• Table 14: Wastewater Enterprise Fund Cash Flow Projections Figures
• Figure 1: Shared Capacity Improvements
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Table 1
Category 1 Improvement Pipes
Sewer Impact Fee Memorandum
East Palo Alto, California
Segment Length (Feet) Existing Diameter
(Inches)
Proposed
Diameter (Inches)
B15+B49 331 8 12
B16+B15 327 8 12
B19+B12 500 6 10
B49+B14 328 8 12
C1+B16 402 8 12
C2+C1 204 8 10
C3+C2 398 6 10
C4+C3 436 6 10
C5+C4 328 6 10
C6+C5 87 6 10
C12+C1 265 6 10
D7+D6 398 6 10
H34+H17 269 6 10
H35+H34 322 6 10
H36+H35 474 6 10
I4+I3 243 18 30
K28+K4 242 10 16
L1+L21 223 10 16
L21+K28 68 10 16
T17+T34 407 21 30
T18+T17 540 21 30
T36+T18 494 21 30
Notes
(1) Category 1 Improvements are from EPASD 2025 Master Plan.

Abbreviations
PWWF: Peak Wet Weather Flow
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Table 2
Category 1 OPPC
Sewer Impact Fee Memorandum
East Palo Alto, California
Item No. Description Units Quantity (2) Unit Price Budget Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 7,446,563$ 372,328$
2 Traffic Control % 15% 7,446,563$ 1,116,985$
3 Sheeting, Shoring, and Bracing % 5% 7,446,563$ 372,328$ 4 10-inch DR 17 HDPE Pipe lf 3,680 $500 1,840,055$
5 12-inch DR 17 HDPE Pipe lf 1,388 $600 832,715$
6 16-inch DR 17 HDPE Pipe lf 533 $900 480,091$
7 30-inch DR 17 HDPE Pipe lf 1,684 $2,550 4,293,703$
8 Manholes ea 29 11,000$ 319,000$
9 30% Contingency % 30% 9,627,204$ 2,888,161$
Subtotal - Conceptual Opinion of Probable Construction Cost (2) 12,515,000$ Engineering and Administration Cost
10 Design % 10% 12,515,000$ 1,252,000$
11 Environmental/Permitting % 10% 12,515,000$ 1,252,000$ 12 Construction Management/Inspection % 15% 12,515,000$ 1,877,000$ 13 District Administration % 5% 12,515,000$ 626,000$
Subtotal - Engineering and Administration Cost (2) 5,007,000$ Total Conceptual Opinion of Probable Project Cost (2) 17,522,000$ Notes
(1) Category 1 Improvements are from EPASD 2025 Master Plan. (2) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
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Table 3
Beech Street OPPC Improvement Comparison
Sewer Impact Fee Memorandum
East Palo Alto, California
2025 - Beech Street Improvement
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 388,213$ 19,411$
2 Traffic Control % 15% 388,213$ 58,232$
3 Sheeting, Shoring, and Bracing % 5% 388,213$ 19,411$
4 24-inch DR 17 HDPE Pipe lf 243 1,600$ 388,213$
5 Manholes (3) ea 2 11,000$ 22,000$
6 30% Contingency % 30% 507,266$ 152,180$
Subtotal - Conceptual Opinion of Probable Construction Cost (2) 659,000$ Engineering and Administration Cost
7 Design % 10% 659,000$ 66,000$
8 Environmental/Permitting % 10% 659,000$ 66,000$
9 Construction
Management/Inspection % 15% 659,000$ 99,000$
10 District Administration % 5% 659,000$ 33,000$
Subtotal - Engineering and Administration Cost (2) 264,000$ Total Conceptual Opinion of Probable Project Cost (2) 923,000$ 2035 Enhanced - Beech Street Improvement
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 618,714$ 30,936$
2 Traffic Control % 15% 618,714$ 92,807$
3 Sheeting, Shoring, and Bracing % 5% 618,714$ 30,936$
4 30-inch DR 17 HDPE Pipe lf 243 $2,550 618,714$
5 Manholes (3) ea 2 11,000$ 22,000$
6 30% Contingency % 30% 795,393$ 238,618$
Subtotal - Conceptual Opinion of Probable Construction Cost (2) 1,034,000$ Engineering and Administration Cost
7 Design % 10% 1,034,000$ 103,000$
8 Environmental/Permitting % 10% 1,034,000$ 103,000$
9 Construction
Management/Inspection % 15% 1,034,000$ 155,000$
10 District Administration % 5% 1,034,000$ 52,000$
Subtotal - Engineering and Administration Cost (2) 413,000$ Total Conceptual Opinion of Probable Project Cost (2) 1,447,000$ $ 524,000
Notes
(1) See Table 3 and Figure 2 for limits of improvements. (2) Quantities rounded to nearest 10 feet.
(2) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
OPCC Difference:

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Table 4
Conceptual OPPC Trunkline Improvements (1)
Sewer Impact Fee Memorandum
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 3,674,988$ 183,749$
2 Traffic Control % 15% 3,674,988$ 551,248$
3 Sheeting, Shoring, and Bracing % 5% 3,674,988$ 183,749$ 4 30-inch DR 17 HDPE Pipe lf 1,441 $2,550 3,674,988$
5 Manholes (3) ea 4 11,000$ 44,000$
6 30% Contingency % 30% 4,637,736$ 1,391,321$
Subtotal - Conceptual Opinion of Probable Construction Cost (2) 6,029,000$ Engineering and Administration Cost
7 Design % 10% 6,029,000$ 603,000$
8 Environmental/Permitting % 10% 6,029,000$ 603,000$
9 Construction % 15% 6,029,000$ 904,000$
10 District Administration % 5% 6,029,000$ 301,000$
Subtotal - Engineering and Administration Cost (2) 2,411,000$ Total Conceptual Opinion of Probable Project Cost (2) 8,440,000$ Notes
(1) See Figure 1 for limits of improvements.
(2) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
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Table 5
Developer’s Share of Capacity Assurance
Sewer Impact Fee Memorandum
East Palo Alto, California
Capacity Assurance Cost
Difference Pipe Size Change (1) 524,000$
50/50 Split on Developers Trunk Line (2) 4,220,000$
Total 4,744,000$
Category 1 - Existing Deficiency Costs (3) $ 17,522,000 Shared Capacity of Developers (4) 27%
Notes
(1) See Table 3 for the cost required for upsizing.
(2) See Table 4 for Developers Trunk Line.
(3) See Table 1 for the Existing Cpacity deficiencies
(4) Shared Capacity cost for developers was determined by taking the total of the shared cost and dividing it by the overall total for the existing deficiency cost.

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Table 6
Category 2 Improvement Pipes
Sewer Impact Fee Memorandum
East Palo Alto, California
Segment Length (Feet) Existing Diameter
(Inches)
Proposed
Diameter (Inches)
A9+A10 181 15 24
A10+A15 299 15 24
A15+A16 435 15 24
A16+A21 296 15 24
A21+A23 155 15 24
A23+A22 14 15 24
A22+A29 369 18 24
A29+T29 345 18 30
B37+B6 262 6 10
D1+E4 354 12 24
D21+D19 391 8 12
D22+D21 149 8 12
E2+E1 283 12 24
E3+E2 280 12 24
E4+E3 357 12 24
F7+T25 477 6 10
F8+F7 357 6 10
F23+F8 327 6 10
H12+H11 333 8 12
H13+H12 108 8 12
H14+H13 446 8 12
H15+H62 201 8 12
H16+H60 351 8 12
H17+H57 397 8 12
H57+H16 40 8 12
H60+H15 99 8 12
H62+H14 233 8 12
I5+I31 135 18 30
I6+I5 411 18 30
I31+I4 321 18 30
I37+I6 48 15 30
M2+M44 42 8 12
M3+M2 380 8 12
M31+M3 357 8 12
M44+I15 62 12 12
T11+T10 326 24 24
T12+T11 482 24 24
T19+T36 6 24 30
T20+T19 332 18 30
T21+T20 338 21 30
T22+T37 191 21 30
T23+T22 373 18 30
T24+T23 317 18 30
T25+T24 282 18 30
T26+T25 306 18 30
T27+T26 356 18 30
T28+T27 162 18 30
T29+T28 234 18 30
T30+T12 285 24 24
T31+T30 351 24.2 24
T32+T31 125 24.2 24
T37+T21 83 21 30
Abbreviations
PWWF: Peak Wet Weather Flow
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Table 7
Category 2 OPPC
Sewer Impact Fee Memorandum
East Palo Alto, California
Item No. Description Units Quantity Unit Price Budget
Conceptual Opinion of Probable Construction Cost
1 Mobilization % 5% 21,030,484$ 1,051,524$
2 Traffic Control % 15% 21,030,484$ 3,154,573$
3 Sheeting, Shoring, and Bracing % 5% 21,030,484$ 1,051,524$ 4 10-inch DR 17 HDPE Pipe lf 1,423 500$ 711,723$
5 12-inch DR 17 HDPE Pipe lf 3,590 600$ 2,153,944$
6 24-inch DR 17 HDPE Pipe lf 4,593 1,600$ 7,348,965$
7 30-inch DR 17 HDPE Pipe lf 4,242 2,550$ 10,815,852$
8 Manholes (3) ea 60 11,000$ 660,000$
9 30% Contingency % 30% 26,948,105$ 8,084,432$
Subtotal - Conceptual Opinion of Probable Construction Cost (2) 35,033,000$ Engineering and Administration Cost
10 Design % 10% 35,033,000$ 3,503,000$
11 Environmental/Permitting % 10% 35,033,000$ 3,503,000$ 12 Construction Management/Inspection % 15% 35,033,000$ 5,255,000$ 13 District Administration % 5% 35,033,000$ 1,752,000$
Subtotal - Engineering and Administration Cost (2) 14,013,000$ Total Conceptual Opinion of Probable Project Cost (2) 49,046,000$ Notes
(1) Category 2 Improvements are from EPASD 2025 Master Plan. (2) Costs rounded to nearest $1,000.

Abbreviations
DR: dimension ration
HDPE: high density polyethylene
OPPC: opinion of probable project cost
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Table 8
Proposed Developments: Anticipated Completion Prior to FY 2027/2028 (1) (2) Sewer Impact Fee Memorandum
East Palo Alto, California
2331 University
Ave (Clarum) (5)
Added Removed Added Removed Added Removed Added Removed Added Removed Added Removed Added Removed Added Removed Added Removed Added Removed Added Removed Single-Residential 51 94 131 63 551 14 6 20Multiple-Residential 33 Commercial - Office (sf) Office 165,915 74,435 203,967
RestaurantHotel/MotelCommercial 8,690 2,500MedicalSchoolChurchRecreationalRetirement Industrial (sf) Industrial
Notes(1) Proposed developments anticipated to be completed within the next five fiscal years and is subject to change.(2) See Figure 2 for locations of proposed developments.(3) Units and square footage are taken from the calculations in the 2025 Master Plan. (4) Project list received by the District to be completed during the 2025/2026 fiscal year. (5) EDU count and square footage information for proposed developments were found in Table 5 from the Sanitary Sewer CIP and Operations Memo by Freyer & Laureta, Inc dated November 2022.AbbreviationsFY: fiscal yearsf: square feet Type 990 Garden717 Donohoe 2001 Manhattan (Woodland Parks) FY 2025/2026 (4)
Residential (Units)
Commercial -
Non-Office
(sf)
FY 2026/2027
2485 Pulgas Ave
(Private
Improvements)
Projected Completed/In Construction (3)
1950 Bay Road University Plaza Phase 1 University Plaza Phase 2 (Sobrato Phase II) (5) 1201 Runnymede Mid-Pen Housing (965 Weeks) Light Tree
Apartments
(1805 East
Bayshore Road)
Land-Use Category
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Table 9
Equivalent Dwelling Units Over the Next Five Fiscal Years (1) Sewer Impact Fee Memorandum
East Palo Alto, California
Land-Use Category Type
Flow,
2022-23
(hcf) (2)
EDU,
2022-23
(2) (3) (4)
Completed
Project
EDU,
2024-25 (4)
EDU,
2025-26 (4)
EDU,
2026-27 (4)
EDU,
2027-28 (4)
Single-Residential -- 3,371 3,596 4,187 4,187 4,197
Multiple-Residential -- 368 368 368 401 401
Commercial - Office (6) Office 4,662 48 168 168 168 278 Restaurant 6,468 66 66 66 66 66
Hotel/Motel 15,716 161 161 161 161 161
Commercial 23,376 240 240 240 295 295
Medical 1,296 13 13 13 13 13
School 21,188 217 217 217 217 217
Church 5,551 57 57 57 57 57
Recreational 890 9 9 9 9 9
Retirement 372 4 4 4 4 4
Industrial (6) Industrial 2,976 30 30 30 30 30
Total (7) (8) -- -- 4,584 4,930 5,521 5,609 5,729
Notes
(1) The increase in Equivalent Dwelling Units (EDU) per year are based on the major proposed developments and their anticipated completion fiscal year.
(2) Number of residential units and flows for all other land uses for fiscal year 2022-23 are assumed to be the same as reported the EPASD "Sewer Service Charges Fiscal Year 2020-2021" report dated July 2020. The referenced report listed that there were a total of 38 customers "manually billed" but no flow or EDU information was provided for the 38 manually billed customers to allow inclusion in the development of projected EDUs.
(3) For non-residential land uses, the total number of equivalent EDUs is calculated by multiplying the flows in HCF by 748 gallons per hcf and then dividing by 200 gallons per EDU.
(4) Numbers of EDU are rounded to the nearest whole number. (5) Both Single-Residential and Multiple-Residential are assumed to be one EDU per unit. (6) The EDU calculations for Commercial and Industrial land-use categories use the commercial and industrial unit flows found in EPASD's Standard Specs B1.03-3 and B1.03-4.
(7) The EDU calculations use a rate of 200 gallons per day (gpd) per EDU. (8) The calculated infiltration rate in EPASD's Standard Specs Section B1.03-5 was ignored since infiltration and inflow will be corrected as part of the PWWF improvements presented in Table 1 and improvements will utilized HDPE that will have fused pipe, which has a considerably lower infiltration rate.

Abbreviations
EDU: equivalent dwelling unit
EPASD: East Palo Alto Sanitary District
hcf: hundreds of cubic feet
HDPE: high density polyethylene
PWWF: peak wet weather flow
References

1. Sewer Service Charges, Fiscal Year 2020-2021 prepared by EPASD dated July 2020.

Residential (5)
Commercial -
Non-Office (6)
EPASD_Impact FeeTables_2025-05-06.xlsx Page 1 of 1
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Table 10
Impact Fee Calculations
Sewer Impact Fee Memorandum
East Palo Alto, California

AT FULL BUILDOUT
Projected Total ADWF Increase (gpd) (1) 1,560,000
Projected Total EDU Increase (2) 7800
Development Share of Cost of Capacity Assurance (3) $ 4,380,500 Total Cost of Improvements Due to Development (4) $ 49,046,000 Total Cost of Treatment (5) $ 7,800,000
Impact Fee per EDU(6) 7,800$
Notes
(1) Projected Total ADWF Increase is from the EPASD 2025 Wastewater Masterplan. (2) Projected Total EDU Increase was calculated using a rate of 200 gpd/EDU. (3) The Development Share of the Cost of the Capacity Assurance is 25% of the costs presented in Table 2. The Capacity Assurance project reduce the potential for sanitary sewer overflows during peak wet weather flows that is a current system deficiency. However, implementing the Capacity Assurance project results in adding additional capacity for both average dry weather flow and peak dry weather flow that is a benefit to new development. (4) See Table 7 for cost of improvements due to development. (5) Total Cost of Treatment is based on EPASD reported cost of $5 million per 1.0 MGD of treatment capacity. It should be noted that EPASD current 7.96% ownership of the PARWQCP is equivalent to ADWF capacity of 3.06 MGD. The total project ADWF at full buildout is 3.3 MGD based on 200 gpd/EDU and 12,730 EDUs. Therefore, the Total Cost of Treatment presented above is for new development to buy-in to the available treatment capacity. (6) Impact fee is calculated by dividing the total cost of improvements, capacity assurance, and treatment by the projected Total EDU increase and rounding to nearest $100.

Abbreviations
ADWF: Average Dry Weather Flow
EDUs: Equivalent Dwelling Units
gpd: gallons per day
EPASD_Impact FeeTables_2025-05-06.xlsx Page 1 of 1
Freyer & Laureta, Inc.

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Table 11
Estimated Annual Operating & Maintenance Expenses
Sewer Impact Fee Memorandum
East Palo Alto, California
2024/25 2025/26 2026/27 2027/28 2028/29 2028/29
Cost Escalation 4.37% 4.37% 4.37% 4.37% 4.37%
Proposed Operating & Maintenance Expenses
WBSD Contractual Amount (1) $ 1,724,120 1,799,000$ 1,878,000$ 1,960,000$ 2,046,000$ 2,135,000$ EPASD Salaries Wages & Benefits 400,000$ 417,000$ 435,000$ 454,000$ 474,000$ Total Operating & Maintenance Expenses 1,724,120$ 2,199,000$ 2,295,000$ 2,395,000$ 2,500,000$ Notes
(2) Costs rounded to nearest $1,000.

Abbreviations
EPASD: East Palo Alto Sanitary District
WBSD: West Bay Sanitary District
(1) WBSD and the City has an agreement for the Operation and Maintenance of Sewer Collection System, the annual budget in the 2024/25 fiscal year was $1,724,120. Per email from Richard Perez on April 24, 2025, the current annual contract is $1,799,152, which is an increase of 4.37% from the previous year. The same annual cost escalation of 4.37% is applied in each subsequent fiscal year following Fiscal Year 2024/25.

East Palo Alto City CouncilJuly 29, 2025

East Palo Alto City Council
July 29, 2025