Ncil20250827 — Santee City Council, August 27, 2025 (part 19 of 22)

MAPPED SITES SUMMARY
Target Property Address:
10990 WOODSIDE AVE N
SANTEE, CA 92071
Click on Map ID to see full detail.

MAP RELATIVE DIST (ft. & mi.)

ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS

EXECUTIVE SUMMARY
TC7126896.2s EXECUTIVE SUMMARY 5

TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.

SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.

Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property.

Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed.

Sites listed in bold italics are in multiple databases.

Unmappable (orphan) sites are not considered in the foregoing analysis.

STANDARD ENVIRONMENTAL RECORDS
Lists of Federal RCRA generators
RCRA-LQG: A review of the RCRA-LQG list, as provided by EDR, and dated 06/20/2022 has revealed that there are 2 RCRA-LQG sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ C & H AUTO BODY 10996 NORTH WOODSIDE SE 0 - 1/8 (0.037 mi.) A13 11 EPA ID:: CAD981572860
VISION SYSTEMS INC 11322 WOODSIDE AVE N ENE 1/8 - 1/4 (0.220 mi.) R97 31 EPA ID:: CAR000268656
RCRA-SQG: A review of the RCRA-SQG list, as provided by EDR, and dated 06/20/2022 has revealed that there are 15 RCRA-SQG sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ YORK MANUFACTURING, 10928 WHEATLANDS AVE SSW 0 - 1/8 (0.030 mi.) C10 11 EPA ID:: CAC002561381
WHITTAKER CORP 11015 MISSION PARK S E 0 - 1/8 (0.032 mi.) D12 11 EPA ID:: CAD981369630
ARW INC DBA ADVANCE 10911 WHEATLANDS DR SSW 0 - 1/8 (0.043 mi.) C19 13 EPA ID:: CAR000016808
TOOL DEPOT 10925 WHEATLANDS AVE SSW 0 - 1/8 (0.055 mi.) C26 15 EPA ID:: CAR000185587
AMETEK, INC SANTEE D 9484 MISSION PARK PL ENE 0 - 1/8 (0.058 mi.) F29 16 EPA ID:: CAL000189534
AMETEK, INC SANTEE D 9484 MISSION PARK PL ENE 0 - 1/8 (0.058 mi.) F32 16

EXECUTIVE SUMMARY
TC7126896.2s EXECUTIVE SUMMARY 6
EPA ID:: CAD981450232
CALSINO INC 10943 WHEATLANDS AVE S 0 - 1/8 (0.063 mi.) E38 18 EPA ID:: CAP000055343
PHILIP THEARLE’S AUT 9426 WHEATLANDS COUR WSW 0 - 1/8 (0.066 mi.) G40 18 EPA ID:: CAD118586056
JACK RANDALL S AUTOM 10845 WHEATLANDS STE SW 0 - 1/8 (0.068 mi.) G42 19 EPA ID:: CAD982516239
CIRCLE K STORE #2959 11007 WOODSIDE AVE SSE 0 - 1/8 (0.108 mi.) J53 21 EPA ID:: CAD981681166
JERAMES TOOL AND MFG 9356 ABRAHAM WAY WSW 1/8 - 1/4 (0.205 mi.) O83 28 EPA ID:: CAD020203139
ALTS TOOL AND MACHIN 9316 ABRAHAM WY SW 1/8 - 1/4 (0.238 mi.) P100 31 EPA ID:: CA0000477877
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ QUALITY CONTROLLED M 9429 ABRAHAM WAY W 1/8 - 1/4 (0.170 mi.) L67 24 EPA ID:: CAD981396997
STRATEDGE 9424 ABRAHAM WAY W 1/8 - 1/4 (0.195 mi.) L73 26 EPA ID:: CAR000285569
SAN DIEGO DESIGN INC 9366 ABRAHAM WY WSW 1/8 - 1/4 (0.197 mi.) O78 27 EPA ID:: CAD981384993
Lists of state- and tribal (Superfund) equivalent sites RESPONSE: A review of the RESPONSE list, as provided by EDR, has revealed that there is 1 RESPONSE site within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ DAVE’S AUTO SERVICE 10438 MISSION GORGE SW 1/2 - 1 (0.812 mi.) U108 34 Database: RESPONSE, Date of Government Version: 04/25/2022 Status: Certified
Facility Id: 37750003
Lists of state- and tribal hazardous waste facilities
ENVIROSTOR: A review of the ENVIROSTOR list, as provided by EDR, and dated 04/25/2022 has revealed that there are 4 ENVIROSTOR sites within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ KETEMA PROCESS EQUIP 9484 MISSION PARK PL ENE 0 - 1/8 (0.058 mi.) F27 15 Facility Id: 71003382
Status: No Action Required
SANTEE ARMY CAMP SSW 1/2 - 1 (0.755 mi.) T105 33

EXECUTIVE SUMMARY
TC7126896.2s EXECUTIVE SUMMARY 7
Facility Id: 80000969
Status: Inactive - Needs Evaluation
DAVE’S AUTO SERVICE 10438 MISSION GORGE SW 1/2 - 1 (0.812 mi.) U108 34 Facility Id: 37750003
Status: Certified
SANTANA HIGH SCHOOL 9915 MAGNOLIA AVENUE NW 1/2 - 1 (0.831 mi.) 109 34 Facility Id: 60000859
Status: Inactive - Withdrawn
Lists of state and tribal leaking storage tanks
LUST: A review of the LUST list, as provided by EDR, has revealed that there are 2 LUST sites within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ DION & SONS, INC 11427 WOODSIDE AVE ENE 1/4 - 1/2 (0.395 mi.) S103 32 Database: LUST, Date of Government Version: 05/23/2022
Status: Completed - Case Closed
Global Id: T0607303173
ANTHONY T. DITTY 11427 WOODSIDE AVE ENE 1/4 - 1/2 (0.395 mi.) S104 32 Database: LUST REG 9, Date of Government Version: 03/01/2001 Status: Remediation Plan
Case Number: 9UT938
SAN DIEGO CO. SAM: A review of the SAN DIEGO CO. SAM list, as provided by EDR, and dated 03/23/2010 has revealed that there are 3 SAN DIEGO CO. SAM sites within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ WESTERN CONSTRUCTION 9484 MISSION PARK PL ENE 0 - 1/8 (0.058 mi.) F30 16 Case Number: H02097-001
Facility Status: Closed Case
CIRCLE K STORE #2959 11007 WOODSIDE AVE SSE 0 - 1/8 (0.108 mi.) J53 21 Case Number: H20836-001
Facility Status: Closed Case
DION & SONS, INC 11427 WOODSIDE AVE ENE 1/4 - 1/2 (0.395 mi.) S103 32 Case Number: H19469-001
Case Number: H19469-002
Case Number: H19469-003
Case Number: H19469-004
Facility Status: Remedial Investigation
Facility Status: Closed Case

EXECUTIVE SUMMARY
TC7126896.2s EXECUTIVE SUMMARY 8
CPS-SLIC: A review of the CPS-SLIC list, as provided by EDR, has revealed that there are 3 CPS-SLIC sites within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ WESTERN CONSTRUCTION 9484 MISSION PARK PL ENE 0 - 1/8 (0.058 mi.) F28 15 Database: CPS-SLIC, Date of Government Version: 05/23/2022 Global Id: T0608164832
Facility Status: Completed - Case Closed
CIRCLE K STORE #2959 11007 WOODSIDE AVE SSE 0 - 1/8 (0.108 mi.) J53 21 Database: CPS-SLIC, Date of Government Version: 05/23/2022 Global Id: T0608102609
Facility Status: Completed - Case Closed
ANTHONY T. DITTY 11427 WOODSIDE AVE ENE 1/4 - 1/2 (0.395 mi.) S104 32 Database: CPS-SLIC, Date of Government Version: 05/23/2022 Global Id: T0608144417
Global Id: T0608182940
Global Id: T0608115165
Global Id: T10000004271
Facility Status: Completed - Case Closed
Facility Status: Open - Site Assessment
Lists of state and tribal registered storage tanks
UST: A review of the UST list, as provided by EDR, has revealed that there are 2 UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CALIFORNIA CRAFTED M 10848 WHEATLANDS AV SW 0 - 1/8 (0.038 mi.) C18 13 Database: UST, Date of Government Version: 06/06/2022
Facility Id: H20835
CIRCLE K #2959 11007 WOODSIDE AVE SSE 0 - 1/8 (0.108 mi.) J55 22 Database: UST, Date of Government Version: 06/06/2022
Facility Id: H20836

ADDITIONAL ENVIRONMENTAL RECORDS
Local Lists of Hazardous waste / Contaminated Sites
HIST Cal-Sites: A review of the HIST Cal-Sites list, as provided by EDR, and dated 08/08/2005 has revealed that there is 1 HIST Cal-Sites site within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ DAVE’S AUTO SERVICE 10438 MISSION GORGE SW 1/2 - 1 (0.812 mi.) U107 33

EXECUTIVE SUMMARY
TC7126896.2s EXECUTIVE SUMMARY 9
CERS HAZ WASTE: A review of the CERS HAZ WASTE list, as provided by EDR, and dated 04/18/2022 has revealed that there are 23 CERS HAZ WASTE sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ C & H AUTO BODY & PA 10996 WOODSIDE AVE N SE 0 - 1/8 (0.020 mi.) A2 9 CALIBER COLLISION CE 10910 WHEATLANDS AVE SW 0 - 1/8 (0.030 mi.) C6 10 MIRAGE RACING PRODUC 10928 WHEATLANDS AV SSW 0 - 1/8 (0.030 mi.) C8 10 COMPUTER INTEGRATED 10940 WHEATLANDS AVE S 0 - 1/8 (0.038 mi.) E14 12 HANSON MACHINE 10969 WHEATLANDS AV SSE 0 - 1/8 (0.049 mi.) 20 14 ALTECH MACHINING INC 11000 N WOODSIDE AVE ESE 0 - 1/8 (0.053 mi.) A21 14 L & S PRECISION CUTT 10925 WHEATLANDS AVE SSW 0 - 1/8 (0.055 mi.) C23 14 9484 MISSION PARK PL 9484 MISSION PARK PL ENE 0 - 1/8 (0.058 mi.) F36 17 ALUMICRAFT LLC 10815 WHEATLANDS AVE SW 0 - 1/8 (0.088 mi.) H48 20 SANTEE COLLISION CEN 9356 WHEATLANDS RD SSW 0 - 1/8 (0.096 mi.) I52 21 CHULA VISTA ELECTRIC 9344 WHEATLANDS RD SSW 1/8 - 1/4 (0.128 mi.) I57 22 JIMCO RACING INC 9335 STEVENS RD SW 1/8 - 1/4 (0.136 mi.) H59 23 HYDRAULIC ELECTRIC C 9316 WHEATLANDS RD S SSW 1/8 - 1/4 (0.192 mi.) N71 25 JERAMES TOOL & MFG 9356 ABRAHAM WAY WSW 1/8 - 1/4 (0.205 mi.) O84 28 MATHY MACHINE, INC. 9315 WHEATLANDS RD SSW 1/8 - 1/4 (0.207 mi.) N86 28 EASTWOOD MACHINE, LL 9346 ABRAHAM WAY WSW 1/8 - 1/4 (0.214 mi.) P91 29 DISCFLO CORPORATION 10850 HARTLEY RD A SW 1/8 - 1/4 (0.214 mi.) Q94 30 VISION SYSTEMS 11322 WOODSIDE AVENU ENE 1/8 - 1/4 (0.220 mi.) R98 31 Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ FUTURE MACHINE 9440 WHEATLANDS CT # W 0 - 1/8 (0.078 mi.) G44 19 QUALITY CONTROLLED M 9429 ABRAHAM WAY W 1/8 - 1/4 (0.170 mi.) L68 25 STRATEDGE CORPORATIO 9424 ABRAHAM WAY W 1/8 - 1/4 (0.195 mi.) L72 25 AYMAR INDUSTRIES, LL 9434 ABRAHAM WAY W 1/8 - 1/4 (0.195 mi.) L74 26 SOUTHBAY FOUNDRY, IN 9444 ABRAHAM WAY W 1/8 - 1/4 (0.207 mi.) L88 29 Local Lists of Registered Storage Tanks
SWEEPS UST: A review of the SWEEPS UST list, as provided by EDR, and dated 06/01/1994 has revealed that there are 3 SWEEPS UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CCM ENT 10848 WHEATLANDS AVE SW 0 - 1/8 (0.038 mi.) C16 12 Status: A
Tank Status: A
Comp Number: 20835
CIRCLE K #2959 11007 WOODSIDE AVE SSE 0 - 1/8 (0.108 mi.) J55 22 Status: A
Tank Status: A
Comp Number: 20836
FETTERLEY OIL CO 9311 STEVENS ST SW 1/8 - 1/4 (0.180 mi.) M69 25 Comp Number: 6168

EXECUTIVE SUMMARY
TC7126896.2s EXECUTIVE SUMMARY 10
HIST UST: A review of the HIST UST list, as provided by EDR, and dated 10/15/1990 has revealed that there are 3 HIST UST sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ CIRCLE K STORE #2959 11007 WOODSIDE AVE SSE 0 - 1/8 (0.108 mi.) J53 21 Facility Id: 00000013656
R K BURNER SHEET MET 9335 STEVENS RD SW 1/8 - 1/4 (0.136 mi.) H61 23 R.K. BURNER SHEET ME 9335 STEVENS RD SW 1/8 - 1/4 (0.136 mi.) H62 23 Facility Id: 00000068882
Other Ascertainable Records
RCRA NonGen / NLR: A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 06/20/2022 has revealed that there are 52 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ AUTOFAB 10996 WOODSIDE AVE N SE 0 - 1/8 (0.020 mi.) A1 9 EPA ID:: CAL000000371
CALIBER COLLISION CE 10910 WHEATLANDS AVE SW 0 - 1/8 (0.030 mi.) C5 9 EPA ID:: CAL000463473
OLSON IRRIGATION SYS 10910 WHEATLANDS AVE SW 0 - 1/8 (0.030 mi.) C7 10 EPA ID:: CAL000036718
AGILE OFF ROAD 10928 WHEATLAND AVE SSW 0 - 1/8 (0.030 mi.) C9 10 EPA ID:: CAL000436462
DS FIBERTECH CORPORA 11015 MISSON PARK PL E 0 - 1/8 (0.032 mi.) D11 11 EPA ID:: CAL000370764
COMPUTER INTEGRATED 10940 WHEATLANDS AVE S 0 - 1/8 (0.038 mi.) E15 12 EPA ID:: CAL000425494
CALIFORNIA CRAFTED M 10848 WHEATLANDS AVE SW 0 - 1/8 (0.038 mi.) C17 12 EPA ID:: CAL000363924
SANTEE APARTMENTS 11071 WOODSIDE AVE # SE 0 - 1/8 (0.054 mi.) 22 14 EPA ID:: CAC003065370
VINCENT X-RAY COMPAN 10925 WHEATLANDS AVE SSW 0 - 1/8 (0.055 mi.) C24 14 EPA ID:: CAD982368888
L&S PRECISION CUTTER 10925 WHEATLANDS AVE SSW 0 - 1/8 (0.055 mi.) C25 15 EPA ID:: CAL000322962
BARE STEEL 9484 MISSION PARK PL ENE 0 - 1/8 (0.058 mi.) F31 16 EPA ID:: CAC003164642
BARE STEEL 9484 MISSION PARK PL ENE 0 - 1/8 (0.058 mi.) F33 17 EPA ID:: CAC003054786
EPA ID:: CAC003137149
EPA ID:: CAC003086411
EPA ID:: CAC003110108
BARE STEEL 9484 MISSION PARK PL ENE 0 - 1/8 (0.058 mi.) F34 17

EXECUTIVE SUMMARY
TC7126896.2s EXECUTIVE SUMMARY 11
EPA ID:: CAC003069330
BARE STEEL INC 9484 MISSION PARK PL ENE 0 - 1/8 (0.058 mi.) F35 17 EPA ID:: CAC003179086
ALTECH MACHINING INC 11000 WOODSIDE AVE N ESE 0 - 1/8 (0.061 mi.) 37 18 EPA ID:: CAL000045408
JIMCO RACING INC 9426 WHEATLANDS CT WSW 0 - 1/8 (0.066 mi.) G39 18 EPA ID:: CAL000436632
JIMCO RACING, INC 9426 WHEATLANDS CT WSW 0 - 1/8 (0.066 mi.) G41 18 EPA ID:: CAC003058993
S&J BUILDERS & RESTO 10815 WHEATLANDS AVE SW 0 - 1/8 (0.088 mi.) H45 19 EPA ID:: CAL000328326
ALUMI CRAFT INC 10815 WHEATLANDS AVE SW 0 - 1/8 (0.088 mi.) H46 20 EPA ID:: CAL000313817
ALUMICRAFT LLC 10815 WHEATLANDS AVE SW 0 - 1/8 (0.088 mi.) H47 20 EPA ID:: CAL000463276
ALUMICRAFT LLC 10815 WHEATLANDS AVE SW 0 - 1/8 (0.088 mi.) H49 20 EPA ID:: CAL000463278
ALUMICRAFT LLC 10815 WHEATLANDS AVE SW 0 - 1/8 (0.088 mi.) H50 20 EPA ID:: CAL000463277
SANTEE COLLISION CEN 9356 WHEATLANDS RD SSW 0 - 1/8 (0.096 mi.) I51 21 EPA ID:: CAL000325001
SCANTIBODIES LABORAT 9343 WHEATLANDS RD SSW 0 - 1/8 (0.121 mi.) I56 22 EPA ID:: CAL000325136
CHULA VISTA ELECTRIC 9344 WHEATLANDS RD SSW 1/8 - 1/4 (0.128 mi.) I58 22 EPA ID:: CAL000398849
JIMCO RACING INC 9335 STEVENS RD SW 1/8 - 1/4 (0.136 mi.) H60 23 EPA ID:: CAL000453201
MASTERCRAFT MOTORSPO 9335 STEVENS RD SW 1/8 - 1/4 (0.136 mi.) H63 23 EPA ID:: CAL000405613
RAFI GORGES 11140 MEADOW TERRACE ESE 1/8 - 1/4 (0.144 mi.) K64 24 EPA ID:: CAC003008755
JENNIFER JONES 9253 BLOOMDALE ST. SE 1/8 - 1/4 (0.166 mi.) 65 24 EPA ID:: CAC003130545
JORGE CONTRERAS 11203 VIA MADONNA ESE 1/8 - 1/4 (0.187 mi.) K70 25 EPA ID:: CAC003180076
ASHLYNN MARKETING GR 10870 HARTLEY RD #B SW 1/8 - 1/4 (0.198 mi.) M79 27 EPA ID:: CAC003052571
ASHLYNN MARKETING GR 10870 HARTLEY RD SW 1/8 - 1/4 (0.198 mi.) M80 27 EPA ID:: CAC003118281
ASHLYNN MARKETING GR 10870 HARTLEY RD STE SW 1/8 - 1/4 (0.198 mi.) M81 27 EPA ID:: CAC003038393
ACCURATE AIR ENGINEE 9356 ABRAHAM WAY WSW 1/8 - 1/4 (0.205 mi.) O82 27 EPA ID:: CAL000359247
STREET TRENZ INC 9356 ABRAHAM WAY WSW 1/8 - 1/4 (0.205 mi.) O85 28 EPA ID:: CAL000464248
MATHY MACHINE INC 9315 WHEATLANDS, #B SSW 1/8 - 1/4 (0.207 mi.) N87 29

EXECUTIVE SUMMARY
TC7126896.2s EXECUTIVE SUMMARY 12
EPA ID:: CAD982028144
EASTWOOD MACHINE LLC 9346 ABRAHAM WAY WSW 1/8 - 1/4 (0.214 mi.) P92 30 EPA ID:: CAL000400233
DISCFLO CORP 10850 HARTLEY RD SW 1/8 - 1/4 (0.214 mi.) Q93 30 EPA ID:: CAL000287207
CHARLES HELMER 9247 VIA ANITA ESE 1/8 - 1/4 (0.216 mi.) 95 30 EPA ID:: CAC003067834
AMY SKINNER 9240 NORTHCOTE ROAD ESE 1/8 - 1/4 (0.220 mi.) 96 30 EPA ID:: CAC003024825
A-I-M PLASTICS INC 9326 ABRAHAM WAY WSW 1/8 - 1/4 (0.225 mi.) P99 31 EPA ID:: CAL000205165
CARLOS MERCADO 9211 BLOOMDALE ST SE 1/8 - 1/4 (0.246 mi.) 101 32 EPA ID:: CAC003088865
SPECIALTY METALS FAB 11222 WOODSIDE AVE E 1/8 - 1/4 (0.247 mi.) 102 32 EPA ID:: CAL000305980
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ AM/PM PAINTING & FIN 9435 WHEATLANDS CT S W 0 - 1/8 (0.021 mi.) B3 9 EPA ID:: CAL000324752
SUSPENSION DEVELOPME 9435 WHEATLANDS CT W 0 - 1/8 (0.021 mi.) B4 9 EPA ID:: CAC003035873
KIFER HYDRAULICS CO 9440 WHEATLANDS CT S W 0 - 1/8 (0.078 mi.) G43 19 EPA ID:: CAL000393149
QUALITY CONTROLLED M 9429 ABRAHAM WAY W 1/8 - 1/4 (0.170 mi.) L66 24 EPA ID:: CAL000332740
AYMAR ENGINEERING 9434 ABRAHAM WAY W 1/8 - 1/4 (0.195 mi.) L75 26 EPA ID:: CAL000422384
CALIFORNIA CRAFTED M 9366 ABRAHAM WAY WSW 1/8 - 1/4 (0.197 mi.) O76 26 EPA ID:: CAL000363925
CALIFORNIA CRAFTED M 9366 ABRAHAM WAY WSW 1/8 - 1/4 (0.197 mi.) O77 26 EPA ID:: CAC003167212
EPA ID:: CAC003153628
SOUTH BAY FOUNDRY 9444 ABRAHAM WAY W 1/8 - 1/4 (0.207 mi.) L89 29 EPA ID:: CAC002972916
SOUTH BAY FOUNDRY IN 9444 ABRAHAM WAY W 1/8 - 1/4 (0.207 mi.) L90 29 EPA ID:: CAL000378761
FUDS: A review of the FUDS list, as provided by EDR, and dated 05/11/2022 has revealed that there is 1 FUDS site within approximately 1 mile of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ ARMY CAMP (SANTEE) SSW 1/2 - 1 (0.757 mi.) T106 33

EXECUTIVE SUMMARY
TC7126896.2s EXECUTIVE SUMMARY 13
Cortese: A review of the Cortese list, as provided by EDR, and dated 06/21/2022 has revealed that there is 1 Cortese site within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ ANTHONY T. DITTY 11427 WOODSIDE AVE ENE 1/4 - 1/2 (0.395 mi.) S104 32 Cleanup Status: COMPLETED - CASE CLOSED
HIST CORTESE: A review of the HIST CORTESE list, as provided by EDR, and dated 04/01/2001 has revealed that there is 1 HIST CORTESE site within approximately 0.5 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ ANTHONY T. DITTY 11427 WOODSIDE AVE ENE 1/4 - 1/2 (0.395 mi.) S104 32 Reg Id: 9UT938
Notify 65: A review of the Notify 65 list, as provided by EDR, and dated 06/10/2022 has revealed that there is 1 Notify 65 site within approximately 1 mile of the target property.

Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ EDGEMORE HOSPITAL WSW 1/2 - 1 (0.841 mi.) 110 34

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR Hist Auto: A review of the EDR Hist Auto list, as provided by EDR, has revealed that there is 1 EDR Hist Auto site within approximately 0.125 miles of the target property.

Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ TOSCO MARKETING COMP 11007 WOODSIDE AVE SSE 0 - 1/8 (0.108 mi.) J54 22 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) Count: 2 records.

LAKESIDE S126984237 KEPHART DUMP SAN DIEGO EUCALYPTUS LANDS 92040 SWF/LFLAKESIDE S105298892 ARCO FACILITY NO. 9760 WOODSIDE AV 92040 San Diego Co. HMMD TC7126896.2s Page 822
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OVERVIEW MAP - 7126896.2S
Target Property
Sites at elevations higher than
or equal to the target property
Sites at elevations lower than
the target property
Manufactured Gas Plants
National Priority List Sites
Dept. Defense Sites
1 Miles
Indian Reservations BIA
Power transmission lines
Special Flood Hazard Area (1%)

0.2% Annual Chance Flood Hazard
National Wetland Inventory
State Wetlands
Areas of Concern
This report includes Interactive Map Layers to
display and/or hide map information. The
legend includes only those icons for the
default map view.

SITE NAME: 10990 WOODSIDE AVE N
ADDRESS: 10990 WOODSIDE AVE N
SANTEE CA 92071
LAT/LONG: 32.848148/116.959312
CLIENT: Hazard Management Consulting
CONTACT: Troy Taylor
INQUIRY#: 7126896.2s
DATE: September 22, 2022 6:15 pm
Copyright <0 2022 EDR, Inc. @2015 TomTom Rei. 2015.

EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.

DETAIL MAP - 7126896.2S
0 1/16 1/8 1/4 Miles
Indian Reservations BIA Areas of Concern
H
National Wetland Inventory
Special Flood Hazard Area (1%)

0.2% Annual Chance Flood Hazard
Sensitive Receptors
National Priority List Sites
Dept. Defense Sites This report includes Interactive Map Layers to display and/or hide map information. The
legend includes only those icons for the
default map view.

Target Property
Sites at elevations higher than
or equal to the target property
Sites at elevations lower than
the target property
Manufactured Gas Plants
SITE NAME: 10990 WOODSIDE AVE N CLIENT: Hazard Management Consulting ADDRESS: 10990 WOODSIDE AVE N
SANTEE CA 92071
CONTACT:

INQUIRY#:

Troy Taylor
7126896.2s
LAT/LONG: 32.848148/116.959312 DATE: September 22, 2022 6:16 pm Copyright <0 2022 EDR, Inc. @2015 TomTom Rei. 2015.

MAP FINDINGS SUMMARY
Search
Distance Total Target
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted

STANDARD ENVIRONMENTAL RECORDS
Lists of Federal NPL (Superfund) sites
NPL 1.000 0 0 0 0 NR 0
Proposed NPL 1.000 0 0 0 0 NR 0
NPL LIENS 1.000 0 0 0 0 NR 0
Lists of Federal Delisted NPL sites
Delisted NPL 1.000 0 0 0 0 NR 0
Lists of Federal sites subject to
CERCLA removals and CERCLA orders
FEDERAL FACILITY 0.500 0 0 0 NR NR 0
SEMS 0.500 0 0 0 NR NR 0
Lists of Federal CERCLA sites with NFRAP
SEMS-ARCHIVE 0.500 0 0 0 NR NR 0
Lists of Federal RCRA facilities
undergoing Corrective Action
CORRACTS 1.000 0 0 0 0 NR 0
Lists of Federal RCRA TSD facilities
RCRA-TSDF 0.500 0 0 0 NR NR 0
Lists of Federal RCRA generators
RCRA-LQG 0.250 1 1 NR NR NR 2
RCRA-SQG 0.250 10 5 NR NR NR 15
RCRA-VSQG 0.250 0 0 NR NR NR 0
Federal institutional controls /
engineering controls registries
LUCIS 0.500 0 0 0 NR NR 0
US ENG CONTROLS 0.500 0 0 0 NR NR 0
US INST CONTROLS 0.500 0 0 0 NR NR 0
Federal ERNS list
ERNS 0.001 0 NR NR NR NR 0
Lists of state- and tribal
(Superfund) equivalent sites
RESPONSE 1.000 0 0 0 1 NR 1
Lists of state- and tribal
hazardous waste facilities
ENVIROSTOR 1.000 1 0 0 3 NR 4
Lists of state and tribal landfills
and solid waste disposal facilities
SWF/LF 0.500 0 0 0 NR NR 0
TC7126896.2s Page 4

MAP FINDINGS SUMMARY
Search
Distance Total Target
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted Lists of state and tribal leaking storage tanks
LUST 0.500 0 0 2 NR NR 2
SAN DIEGO CO. SAM 0.500 2 0 1 NR NR 3
INDIAN LUST 0.500 0 0 0 NR NR 0
CPS-SLIC 0.500 2 0 1 NR NR 3
Lists of state and tribal registered storage tanks
FEMA UST 0.250 0 0 NR NR NR 0
UST 0.250 2 0 NR NR NR 2
AST 0.250 0 0 NR NR NR 0
INDIAN UST 0.250 0 0 NR NR NR 0
Lists of state and tribal voluntary cleanup sites
INDIAN VCP 0.500 0 0 0 NR NR 0
VCP 0.500 0 0 0 NR NR 0
Lists of state and tribal brownfield sites
BROWNFIELDS 0.500 0 0 0 NR NR 0

ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS 0.500 0 0 0 NR NR 0
Local Lists of Landfill / Solid
Waste Disposal Sites
WMUDS/SWAT 0.500 0 0 0 NR NR 0
SWRCY 0.500 0 0 0 NR NR 0
HAULERS 0.001 0 NR NR NR NR 0
INDIAN ODI 0.500 0 0 0 NR NR 0
ODI 0.500 0 0 0 NR NR 0
DEBRIS REGION 9 0.500 0 0 0 NR NR 0
IHS OPEN DUMPS 0.500 0 0 0 NR NR 0
Local Lists of Hazardous waste /
Contaminated Sites
US HIST CDL 0.001 0 NR NR NR NR 0
HIST Cal-Sites 1.000 0 0 0 1 NR 1
SCH 0.250 0 0 NR NR NR 0
CDL 0.001 0 NR NR NR NR 0
San Diego Co. HMMD 0.001 0 NR NR NR NR 0
CERS HAZ WASTE 0.250 11 12 NR NR NR 23
Toxic Pits 1.000 0 0 0 0 NR 0
US CDL 0.001 0 NR NR NR NR 0
AQUEOUS FOAM TP NR NR NR NR NR 0
PFAS 0.500 0 0 0 NR NR 0
Local Lists of Registered Storage Tanks
SWEEPS UST 0.250 2 1 NR NR NR 3
TC7126896.2s Page 5

MAP FINDINGS SUMMARY
Search
Distance Total Target
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted HIST UST 0.250 1 2 NR NR NR 3
CA FID UST 0.250 0 0 NR NR NR 0
CERS TANKS 0.250 0 0 NR NR NR 0
Local Land Records
LIENS 0.001 0 NR NR NR NR 0
LIENS 2 0.001 0 NR NR NR NR 0
DEED 0.500 0 0 0 NR NR 0
Records of Emergency Release Reports
HMIRS 0.001 0 NR NR NR NR 0
CHMIRS 0.001 0 NR NR NR NR 0
LDS 0.001 0 NR NR NR NR 0
MCS 0.001 0 NR NR NR NR 0
SPILLS 90 0.001 0 NR NR NR NR 0
Other Ascertainable Records
RCRA NonGen / NLR 0.250 27 25 NR NR NR 52
FUDS 1.000 0 0 0 1 NR 1
DOD 1.000 0 0 0 0 NR 0
SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0
US FIN ASSUR 0.001 0 NR NR NR NR 0
EPA WATCH LIST 0.001 0 NR NR NR NR 0
2020 COR ACTION 0.250 0 0 NR NR NR 0
TSCA 0.001 0 NR NR NR NR 0
TRIS 0.001 0 NR NR NR NR 0
SSTS 0.001 0 NR NR NR NR 0
ROD 1.000 0 0 0 0 NR 0
RMP 0.001 0 NR NR NR NR 0
RAATS 0.001 0 NR NR NR NR 0
PRP 0.001 0 NR NR NR NR 0
PADS 0.001 0 NR NR NR NR 0
ICIS 0.001 0 NR NR NR NR 0
FTTS 0.001 0 NR NR NR NR 0
MLTS 0.001 0 NR NR NR NR 0
COAL ASH DOE 0.001 0 NR NR NR NR 0
COAL ASH EPA 0.500 0 0 0 NR NR 0
PCB TRANSFORMER 0.001 0 NR NR NR NR 0
RADINFO 0.001 0 NR NR NR NR 0
HIST FTTS 0.001 0 NR NR NR NR 0
DOT OPS 0.001 0 NR NR NR NR 0
CONSENT 1.000 0 0 0 0 NR 0
INDIAN RESERV 1.000 0 0 0 0 NR 0
FUSRAP 1.000 0 0 0 0 NR 0
UMTRA 0.500 0 0 0 NR NR 0
LEAD SMELTERS 0.001 0 NR NR NR NR 0
US AIRS 0.001 0 NR NR NR NR 0
US MINES 0.250 0 0 NR NR NR 0
ABANDONED MINES 0.250 0 0 NR NR NR 0
FINDS 0.001 0 NR NR NR NR 0
DOCKET HWC 0.001 0 NR NR NR NR 0
TC7126896.2s Page 6

MAP FINDINGS SUMMARY
Search
Distance Total Target
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted ECHO 0.001 0 NR NR NR NR 0
UXO 1.000 0 0 0 0 NR 0
FUELS PROGRAM 0.250 0 0 NR NR NR 0
CA BOND EXP. PLAN 1.000 0 0 0 0 NR 0
Cortese 0.500 0 0 1 NR NR 1
CUPA Listings 0.250 0 0 NR NR NR 0
DRYCLEANERS 0.250 0 0 NR NR NR 0
EMI 0.001 0 NR NR NR NR 0
ENF 0.001 0 NR NR NR NR 0
Financial Assurance 0.001 0 NR NR NR NR 0
HAZNET 0.001 0 NR NR NR NR 0
ICE 0.001 0 NR NR NR NR 0
HIST CORTESE 0.500 0 0 1 NR NR 1
HWP 1.000 0 0 0 0 NR 0
HWT 0.250 0 0 NR NR NR 0
MINES 0.250 0 0 NR NR NR 0
MWMP 0.250 0 0 NR NR NR 0
NPDES 0.001 0 NR NR NR NR 0
PEST LIC 0.001 0 NR NR NR NR 0
PROC 0.500 0 0 0 NR NR 0
Notify 65 1.000 0 0 0 1 NR 1
UIC 0.001 0 NR NR NR NR 0
UIC GEO 0.001 0 NR NR NR NR 0
WASTEWATER PITS 0.500 0 0 0 NR NR 0
WDS 0.001 0 NR NR NR NR 0
WIP 0.250 0 0 NR NR NR 0
MILITARY PRIV SITES 0.001 0 NR NR NR NR 0
PROJECT 0.001 0 NR NR NR NR 0
WDR 0.001 0 NR NR NR NR 0
SAN DIEGO CO LOP 0.001 0 NR NR NR NR 0
CIWQS 0.001 0 NR NR NR NR 0
CERS 0.001 0 NR NR NR NR 0
NON-CASE INFO 0.001 0 NR NR NR NR 0
OTHER OIL GAS 0.001 0 NR NR NR NR 0
PROD WATER PONDS 0.001 0 NR NR NR NR 0
SAMPLING POINT 0.001 0 NR NR NR NR 0
WELL STIM PROJ 0.001 0 NR NR NR NR 0
HWTS TP NR NR NR NR NR 0
MINES MRDS 0.001 0 NR NR NR NR 0

EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP 1.000 0 0 0 0 NR 0
EDR Hist Auto 0.125 1 NR NR NR NR 1
EDR Hist Cleaner 0.125 0 NR NR NR NR 0

EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF 0.001 0 NR NR NR NR 0
TC7126896.2s Page 7

MAP FINDINGS SUMMARY
Search
Distance Total Target
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted RGA LUST 0.001 0 NR NR NR NR 0
- Totals -- 0 60 46 6 7 0 119
NOTES:

TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC7126896.2s Page 8
TC7126896.2s Page 9
C5 RCRA NonGen / NLRCALIBER COLLISION CENTERS 1026828479 SW 10910 WHEATLANDS AVE CAL000463473
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.030 mi.
159 ft.

RCRA NonGen / NLR
EPA Id CAL000463473
B4 RCRA NonGen / NLRSUSPENSION DEVELOPMENT GROUP 1025855596 West 9435 WHEATLANDS CT CAC003035873
< 1/8 SANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.021 mi.
112 ft.

RCRA NonGen / NLR
EPA Id CAC003035873
B3 RCRA NonGen / NLRAM/PM PAINTING & FINISHING INC 1026825569 West 9435 WHEATLANDS CT STE E CAL000324752
< 1/8 SANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.021 mi.
112 ft.

RCRA NonGen / NLR
EPA Id CAL000324752
A2 CERS HAZ WASTEC & H AUTO BODY & PAINT 1006826408
SE EMI10996 WOODSIDE AVE N STE A&B N/A
< 1/8 CERSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.020 mi. HWTS
103 ft.

EMI
Facility Id 5454
A1 RCRA NonGen / NLRAUTOFAB 1025865557
SE 10996 WOODSIDE AVE N STE F CAL000000371
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.020 mi.
103 ft.

RCRA NonGen / NLR
EPA Id CAL000000371
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 10
C9 RCRA NonGen / NLRAGILE OFF ROAD 1024867863
SSW 10928 WHEATLAND AVE STE B CAL000436462
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.030 mi.
160 ft.

RCRA NonGen / NLR
EPA Id CAL000436462
C8 San Diego Co. HMMDMIRAGE RACING PRODUCTS S112927628
SSW CERS HAZ WASTE10928 WHEATLANDS AV #B N/A
< 1/8 HAZNETSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.030 mi. NPDES
160 ft. CERS
HWTS
San Diego Co. HMMD
Record ID DEH2006-HUPFP-207427
HAZNET
GEPAID CAC002561381
C7 RCRA NonGen / NLROLSON IRRIGATION SYSTEMS 1024787740 SW 10910 WHEATLANDS AVE CAL000036718
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.030 mi.
159 ft.

RCRA NonGen / NLR
EPA Id CAL000036718
C6 San Diego Co. HMMDCALIBER COLLISION CENTER - SANTEE S104745416 SW CERS HAZ WASTE10910 WHEATLANDS AVE N/A
< 1/8 HAZNETSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.030 mi. CERS
159 ft. HWTS
San Diego Co. HMMD
Record ID DEH2002-HUPFP-102100
HAZNET
GEPAID CAL000463473
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 11
A13 RCRA-LQGC & H AUTO BODY 1000116437
SE 10996 NORTH WOODSIDE CAD981572860
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.037 mi.
196 ft.

RCRA-LQG
EPA Id CAD981572860
D12 RCRA-SQGWHITTAKER CORP 1000421648
East FINDS11015 MISSION PARK ST CAD981369630
< 1/8 ECHOSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.032 mi.
170 ft.

RCRA-SQG
EPA Id CAD981369630
FINDS
Registry ID: 110002683301
ECHO
Registry ID 110002683301
D11 RCRA NonGen / NLRDS FIBERTECH CORPORATION 1024832579 East 11015 MISSON PARK PL CAL000370764
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.032 mi.
170 ft.

RCRA NonGen / NLR
EPA Id CAL000370764
C10 RCRA-SQGYORK MANUFACTURING, INC 1008194355
SSW 10928 WHEATLANDS AVE CAC002561381
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.030 mi.
160 ft.

RCRA-SQG
EPA Id CAC002561381
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 12
C17 RCRA NonGen / NLRCALIFORNIA CRAFTED MARBLE, INC. 1024829850 SW 10848 WHEATLANDS AVE CAL000363924
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.038 mi.
200 ft.

RCRA NonGen / NLR
EPA Id CAL000363924
C16 SWEEPS USTCCM ENT S106447282
SW WDS10848 WHEATLANDS AVE N/A
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.038 mi.
200 ft.

SWEEPS UST
Status A
Tank Status A
Comp Number 20835
WDS
Facility Id 9 37I018540
Facility Status Active - Any facility with a continuous or seasonal discharge that is under Waste Discharge Requirements.

E15 RCRA NonGen / NLRCOMPUTER INTEGRATED MACHINING INC 1024858884 South 10940 WHEATLANDS AVE CAL000425494
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.038 mi.
200 ft.

RCRA NonGen / NLR
EPA Id CAL000425494
E14 San Diego Co. HMMDCOMPUTER INTEGRATED MACHINING, INC. S120714691 South CERS HAZ WASTE10940 WHEATLANDS AVE N/A
< 1/8 HAZNETSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.038 mi. CIWQS
200 ft. CERS
HWTS
San Diego Co. HMMD
Record ID DEH2017-HUPFP-003424
HAZNET
GEPAID CAL000425494
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 13
C19 RCRA-SQGARW INC DBA ADVANCE FINISHING 1001122842
SSW FINDS10911 WHEATLANDS DR CAR000016808
< 1/8 ECHOSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.043 mi. HAZNET
228 ft. HWTS

RCRA-SQG
EPA Id CAR000016808
FINDS
Registry ID: 110002915329
ECHO
Registry ID 110002915329
HAZNET
GEPAID CAR000016808
C18 USTCALIFORNIA CRAFTED MARBLE (DBA CCM ENTERPRISES) 1006093808 SW San Diego Co. HMMD10848 WHEATLANDS AV N/A
< 1/8 ICISSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.038 mi. FTTS
200 ft. HIST FTTS

US AIRS
FINDS
UST
Facility Id H20835
ICIS
FRS ID: 110002413656
FTTS
Docket Number: EPCRA09-94-0001
Close Date: / /

HIST FTTS
Close Date: / /
Docket Number: EPCRA09-94-0001

US AIRS
EPA plant ID: 110020055544
FINDS
Registry ID: 110002413656
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 14
C24 RCRA NonGen / NLRVINCENT X-RAY COMPANY 1000168893
SSW FINDS10925 WHEATLANDS AVE SUITE F CAD982368888
< 1/8 ECHOSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.055 mi.
291 ft.

RCRA NonGen / NLR
EPA Id CAD982368888
FINDS
Registry ID: 110002801709
ECHO
Registry ID 110002801709
C23 San Diego Co. HMMDL & S PRECISION CUTTER SERVICE S106063142 SSW CERS HAZ WASTE10925 WHEATLANDS AVE N/A
< 1/8 CERSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.055 mi.
291 ft.
22 RCRA NonGen / NLRSANTEE APARTMENTS 1026165352
SE 11071 WOODSIDE AVE #1 CAC003065370
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.054 mi.
286 ft.

RCRA NonGen / NLR
EPA Id CAC003065370
A21 San Diego Co. HMMDALTECH MACHINING INC S104397379
ESE CERS HAZ WASTE11000 N WOODSIDE AVE N/A
< 1/8 CERSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.053 mi.
282 ft.

San Diego Co. HMMD
Record ID DEH2002-HUPFP-102118
20 San Diego Co. HMMDHANSON MACHINE S106064563
SSE CERS HAZ WASTE10969 WHEATLANDS AV N/A
< 1/8 CERSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.049 mi.
259 ft.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 15
F28 CPS-SLICWESTERN CONSTRUCTION COMPONENTS INC S104745415 ENE San Diego Co. HMMD9484 MISSION PARK PL N/A
< 1/8 EMISANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.058 mi. HAZNET
306 ft. NPDES
CIWQS
CERS
HWTS

CPS-SLIC
Global Id T0608164832
Facility Status Completed - Case Closed
Click here to access the California GeoTracker records for this facility EMI
Facility Id 5895
HAZNET
GEPAID CAL000405195
NPDES
F27 ENVIROSTORKETEMA PROCESS EQUIPMENT CO., C/O BAKER PROCESS S118757455 ENE 9484 MISSION PARK PLACE N/A
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.058 mi.
306 ft.

ENVIROSTOR
Facility Id 71003382
Status No Action Required
C26 RCRA-SQGTOOL DEPOT 1010561999
SSW 10925 WHEATLANDS AVE CAR000185587
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.055 mi.
291 ft.

RCRA-SQG
EPA Id CAR000185587
C25 RCRA NonGen / NLRL&S PRECISION CUTTER SERVICE 1024817879 SSW 10925 WHEATLANDS AVE STE O CAL000322962
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.055 mi.
291 ft.

RCRA NonGen / NLR
EPA Id CAL000322962
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 16
F32 RCRA-SQGAMETEK, INC SANTEE DIV 1000399882
ENE HAZNET9484 MISSION PARK PLACE CAD981450232
< 1/8 HWTSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.058 mi.
306 ft.

RCRA-SQG
EPA Id CAD981450232
F31 RCRA NonGen / NLRBARE STEEL 1027200885
ENE 9484 MISSION PARK PL. CAC003164642
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.058 mi.
306 ft.

RCRA NonGen / NLR
EPA Id CAC003164642
F30 SAN DIEGO CO. SAMWESTERN CONSTRUCTION COMPONENT S108407335 ENE San Diego Co. HMMD9484 MISSION PARK PL N/A
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.058 mi.
306 ft.

SAN DIEGO CO. SAM
Case Number H02097-001
Facility Status Closed Case
F29 RCRA-SQGAMETEK, INC SANTEE DIV 1008194585
ENE FINDS9484 MISSION PARK PLACE CAL000189534
< 1/8 ECHOSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.058 mi. HAZNET
306 ft. HWTS

RCRA-SQG
EPA Id CAL000189534
FINDS
Registry ID: 110002711245
ECHO
Registry ID 110002711245
HAZNET
GEPAID CAL000189534
WESTERN CONSTRUCTION COMPONENTS INC (Continued) S104745415 Facility Status Terminated
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 17
F36 CERS HAZ WASTE9484 MISSION PARK PLACE LLC S113155517 ENE HAZNET9484 MISSION PARK PL N/A
< 1/8 NPDESSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.058 mi. CIWQS
306 ft. CERS
HWTS
HAZNET
GEPAID CAL000341171
NPDES
Facility Status Active
F35 RCRA NonGen / NLRBARE STEEL INC 1027214439
ENE 9484 MISSION PARK PL CAC003179086
< 1/8 SANTEE, CA 92154
Relative:

Higher
Click here for full text details

0.058 mi.
306 ft.

RCRA NonGen / NLR
EPA Id CAC003179086
F34 RCRA NonGen / NLRBARE STEEL 1026169282
ENE 9484 MISSION PARK PL CAC003069330
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.058 mi.
306 ft.

RCRA NonGen / NLR
EPA Id CAC003069330
F33 RCRA NonGen / NLRBARE STEEL 1026048180
ENE 9484 MISSION PARK PLACE CAC003054786
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.058 mi.
306 ft.

RCRA NonGen / NLR
EPA Id CAC003054786
EPA Id CAC003137149
EPA Id CAC003086411
EPA Id CAC003110108
AMETEK, INC SANTEE DIV (Continued) 1000399882
HAZNET
GEPAID CAD981450232
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 18
G41 RCRA NonGen / NLRJIMCO RACING, INC 1026052101
WSW 9426 WHEATLANDS CT CAC003058993
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.066 mi.
347 ft.

RCRA NonGen / NLR
EPA Id CAC003058993
G40 RCRA-SQGPHILIP THEARLE’S AUTOWERKS 1000286340
WSW EMI9426 WHEATLANDS COURT, STE C CAD118586056
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.066 mi.
347 ft.

RCRA-SQG
EPA Id CAD118586056
EMI
Facility Id 85218
G39 RCRA NonGen / NLRJIMCO RACING INC 1024868030
WSW 9426 WHEATLANDS CT CAL000436632
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.066 mi.
347 ft.

RCRA NonGen / NLR
EPA Id CAL000436632
E38 RCRA-SQGCALSINO INC 1025878930
South 10943 WHEATLANDS AVE CAP000055343
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.063 mi.
333 ft.

RCRA-SQG
EPA Id CAP000055343
37 RCRA NonGen / NLRALTECH MACHINING INC 1024788371
ESE 11000 WOODSIDE AVE NORTH CAL000045408
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.061 mi.
323 ft.

RCRA NonGen / NLR
EPA Id CAL000045408
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 19
H45 RCRA NonGen / NLRS&J BUILDERS & RESTORATION SERVICES INC 1024819143 SW 10815 WHEATLANDS AVE STE J CAL000328326
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.088 mi.
464 ft.

RCRA NonGen / NLR
EPA Id CAL000328326
G44 San Diego Co. HMMDFUTURE MACHINE S121626196
West CERS HAZ WASTE9440 WHEATLANDS CT #2 N/A
< 1/8 NPDESSANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.078 mi. CIWQS
414 ft. CERS
San Diego Co. HMMD
Record ID DEH2002-HUPFP-113590
G43 RCRA NonGen / NLRKIFER HYDRAULICS CO INC DBA HOSETECH 1024842542 West 9440 WHEATLANDS CT STE 14 CAL000393149
< 1/8 SANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.078 mi.
414 ft.

RCRA NonGen / NLR
EPA Id CAL000393149
G42 RCRA-SQGJACK RANDALL S AUTOMOTIVE 1000267072
SW FINDS10845 WHEATLANDS STE F CAD982516239
< 1/8 ECHOSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.068 mi. HAZNET
361 ft. HWTS

RCRA-SQG
EPA Id CAD982516239
FINDS
Registry ID: 110002838957
ECHO
Registry ID 110002838957
HAZNET
GEPAID CAD982516239
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 20
H50 RCRA NonGen / NLRALUMICRAFT LLC 1026828284
SW 10815 WHEATLANDS AVE STE I CAL000463277
< 1/8 SANTEE, CA 92071
Relative:

Higher
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0.088 mi.
464 ft.

RCRA NonGen / NLR
EPA Id CAL000463277
H49 RCRA NonGen / NLRALUMICRAFT LLC 1026828285
SW 10815 WHEATLANDS AVE STE I CAL000463278
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.088 mi.
464 ft.

RCRA NonGen / NLR
EPA Id CAL000463278
H48 San Diego Co. HMMDALUMICRAFT LLC S106072170
SW CERS HAZ WASTE10815 WHEATLANDS AVE STE I N/A
< 1/8 NPDESSANTEE, CA 92071
Relative:

Higher
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0.088 mi. CERS
464 ft. HWTS
San Diego Co. HMMD
Record ID DEH2003-HUPFP-202231
H47 RCRA NonGen / NLRALUMICRAFT LLC 1026828283
SW 10815 WHEATLANDS AVE STE I CAL000463276
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.088 mi.
464 ft.

RCRA NonGen / NLR
EPA Id CAL000463276
H46 RCRA NonGen / NLRALUMI CRAFT INC 1024815494
SW 10815 WHEATLANDS AVE STE I CAL000313817
< 1/8 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.088 mi.
464 ft.

RCRA NonGen / NLR
EPA Id CAL000313817
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 21
J53 RCRA-SQGCIRCLE K STORE #2959 1000174096
SSE SAN DIEGO CO. SAM11007 WOODSIDE AVE CAD981681166
< 1/8 CPS-SLICSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.108 mi. San Diego Co. HMMD
569 ft. HIST UST
FINDS
ECHO
CERS

RCRA-SQG
EPA Id CAD981681166
SAN DIEGO CO. SAM
Case Number H20836-001
Facility Status Closed Case

CPS-SLIC
Global Id T0608102609
Facility Status Completed - Case Closed
Click here to access the California GeoTracker records for this facility

HIST UST
Facility Id 00000013656
FINDS
Registry ID: 110002749811
ECHO
Registry ID 110002749811
I52 San Diego Co. HMMDSANTEE COLLISION CENTER INC S106063881 SSW CERS HAZ WASTE9356 WHEATLANDS RD N/A
< 1/8 CERSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.096 mi.
507 ft.

I51 RCRA NonGen / NLRSANTEE COLLISION CENTER 1024818267 SSW 9356 WHEATLANDS RD CAL000325001
< 1/8 SANTEE, CA 92071
Relative:

Higher
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0.096 mi.
507 ft.

RCRA NonGen / NLR
EPA Id CAL000325001
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 22
I58 RCRA NonGen / NLRCHULA VISTA ELECTRIC CO 1024845633 SSW 9344 WHEATLANDS RD CAL000398849
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
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0.128 mi.
675 ft.

RCRA NonGen / NLR
EPA Id CAL000398849
I57 San Diego Co. HMMDCHULA VISTA ELECTRIC CO. S106072251 SSW CERS HAZ WASTE9344 WHEATLANDS RD N/A
1/8-1/4 CERSSANTEE, CA 92071
Relative:

Higher
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0.128 mi.
675 ft.

San Diego Co. HMMD
Record ID DEH2003-HUPFP-202316
I56 RCRA NonGen / NLRSCANTIBODIES LABORATORY INC 1024818294 SSW 9343 WHEATLANDS RD CAL000325136
< 1/8 SANTEE, CA 92071
Relative:

Higher
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0.121 mi.
640 ft.

RCRA NonGen / NLR
EPA Id CAL000325136
J55 USTCIRCLE K #2959 U003939128
SSE SWEEPS UST11007 WOODSIDE AVE N/A
< 1/8 SAN DIEGO CO LOPSANTEE, CA 92071
Relative:

Higher
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0.108 mi.
569 ft.

UST
Facility Id H20836

SWEEPS UST
Status A
Tank Status A
Comp Number 20836
J54 EDR Hist AutoTOSCO MARKETING COMPANY 1021283889
SSE 11007 WOODSIDE AVE N/A
< 1/8 SANTEE, CA 92071
Relative:

Higher
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0.108 mi.
569 ft.

Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 23
H63 RCRA NonGen / NLRMASTERCRAFT MOTORSPORTS INC 1024849216 SW 9335 STEVENS RD CAL000405613
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
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0.136 mi.
716 ft.

RCRA NonGen / NLR
EPA Id CAL000405613
H62 San Diego Co. HMMDR.K. BURNER SHEET METAL, INC. U001572274 SW HIST UST9335 STEVENS RD N/A
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
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0.136 mi.
716 ft.

San Diego Co. HMMD
Record ID DEH2010-HUPFP-212009

HIST UST
Facility Id 00000068882
H61 San Diego Co. HMMDR K BURNER SHEET METAL S106059894 SW HIST UST9335 STEVENS RD N/A
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
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0.136 mi.
716 ft.

H60 RCRA NonGen / NLRJIMCO RACING INC 1026057008
SW 9335 STEVENS RD CAL000453201
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
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0.136 mi.
716 ft.

RCRA NonGen / NLR
EPA Id CAL000453201
H59 CERS HAZ WASTEJIMCO RACING INC S112856159
SW HAZNET9335 STEVENS RD N/A
1/8-1/4 CERSSANTEE, CA 92071
Relative:

Higher
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0.136 mi. HWTS
716 ft.

HAZNET
GEPAID CAL000453201
GEPAID CAC000957176
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 24
L67 RCRA-SQGQUALITY CONTROLLED MFG INC 1000344064
West FINDS9429 ABRAHAM WAY CAD981396997
1/8-1/4 ECHOSANTEE, CA 92071
Relative:

Lower
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0.170 mi.
896 ft.

RCRA-SQG
EPA Id CAD981396997
FINDS
Registry ID: 110002693381
Registry ID: 110055743888
ECHO
Registry ID 110055743888
Registry ID 110002693381
L66 RCRA NonGen / NLRQUALITY CONTROLLED MFG INC 1024820220 West 9429 ABRAHAM WAY CAL000332740
1/8-1/4 SANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.170 mi.
896 ft.

RCRA NonGen / NLR
EPA Id CAL000332740
65 RCRA NonGen / NLRJENNIFER JONES 1026817779
SE 9253 BLOOMDALE ST. CAC003130545
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
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0.166 mi.
876 ft.

RCRA NonGen / NLR
EPA Id CAC003130545
K64 RCRA NonGen / NLRRAFI GORGES 1025829201
ESE 11140 MEADOW TERRACE DR. CAC003008755
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
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0.144 mi.
762 ft.

RCRA NonGen / NLR
EPA Id CAC003008755
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 25
L72 San Diego Co. HMMDSTRATEDGE CORPORATION S113155444
West CERS HAZ WASTE9424 ABRAHAM WAY N/A
1/8-1/4 HAZNETSANTEE, CA 92071
Relative:

Lower
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0.195 mi. CERS
1027 ft. HWTS
San Diego Co. HMMD
Record ID DEH2008-HUPFP-209130
HAZNET
GEPAID CAL000340945
N71 CERS HAZ WASTEHYDRAULIC ELECTRIC COMPONENT SUPPLY INC S123498932 SSW CERS9316 WHEATLANDS RD SUITES A&B N/A
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
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0.192 mi.
1012 ft.

K70 RCRA NonGen / NLRJORGE CONTRERAS 1027215377
ESE 11203 VIA MADONNA CAC003180076
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
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0.187 mi.
985 ft.

RCRA NonGen / NLR
EPA Id CAC003180076
M69 San Diego Co. HMMDFETTERLEY OIL CO S104746325
SW SWEEPS UST9311 STEVENS ST N/A
1/8-1/4 NPDESSANTEE, CA 92071
Relative:

Higher
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0.180 mi.
953 ft.

SWEEPS UST
Comp Number 6168
L68 San Diego Co. HMMDQUALITY CONTROLLED MANUFACTURING, INC S104745175 West CERS HAZ WASTE9429 ABRAHAM WAY N/A
1/8-1/4 CERSSANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.170 mi.
896 ft.

San Diego Co. HMMD
Record ID DEH2008-HUPFP-209404
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 26
O77 RCRA NonGen / NLRCALIFORNIA CRAFTED MARBLE 1027081555 WSW 9366 ABRAHAM WAY CAC003153628
1/8-1/4 SANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.197 mi.
1040 ft.

RCRA NonGen / NLR
EPA Id CAC003167212
EPA Id CAC003153628
O76 RCRA NonGen / NLRCALIFORNIA CRAFTED MARBLE DBA CCM ENTERPRISES 1024829851 WSW 9366 ABRAHAM WAY CAL000363925
1/8-1/4 SANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.197 mi.
1040 ft.

RCRA NonGen / NLR
EPA Id CAL000363925
L75 RCRA NonGen / NLRAYMAR ENGINEERING 1025870218
West 9434 ABRAHAM WAY CAL000422384
1/8-1/4 SANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.195 mi.
1028 ft.

RCRA NonGen / NLR
EPA Id CAL000422384
L74 San Diego Co. HMMDAYMAR INDUSTRIES, LLC. S106879551 West CERS HAZ WASTE9434 ABRAHAM WAY N/A
1/8-1/4 NPDESSANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.195 mi. CIWQS
1028 ft. CERS
HWTS
San Diego Co. HMMD
Record ID DEH2004-HUPFP-203985
NPDES
Facility Status Active
L73 RCRA-SQGSTRATEDGE 1024877046
West 9424 ABRAHAM WAY CAR000285569
1/8-1/4 SANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.195 mi.
1027 ft.

RCRA-SQG
EPA Id CAR000285569
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 27
O82 RCRA NonGen / NLRACCURATE AIR ENGINEERING INC 1024828097 WSW 9356 ABRAHAM WAY CAL000359247
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
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0.205 mi.
1085 ft.

RCRA NonGen / NLR
EPA Id CAL000359247
M81 RCRA NonGen / NLRASHLYNN MARKETING GROUP 1025857908 SW 10870 HARTLEY RD STE B CAC003038393
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.198 mi.
1044 ft.

RCRA NonGen / NLR
EPA Id CAC003038393
M80 RCRA NonGen / NLRASHLYNN MARKETING GROUP 1026806083 SW 10870 HARTLEY RD CAC003118281
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.198 mi.
1044 ft.

RCRA NonGen / NLR
EPA Id CAC003118281
M79 RCRA NonGen / NLRASHLYNN MARKETING GROUP 1026046113 SW 10870 HARTLEY RD #B CAC003052571
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.198 mi.
1044 ft.

RCRA NonGen / NLR
EPA Id CAC003052571
O78 RCRA-SQGSAN DIEGO DESIGN INC 1000110665
WSW San Diego Co. HMMD9366 ABRAHAM WY CAD981384993
1/8-1/4 FINDSSANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.197 mi.
1040 ft.

RCRA-SQG
EPA Id CAD981384993
FINDS
Registry ID: 110001170893
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 28
N86 San Diego Co. HMMDMATHY MACHINE, INC. S104754432
SSW CERS HAZ WASTE9315 WHEATLANDS RD N/A
1/8-1/4 CERSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.207 mi. HWTS
1094 ft.

San Diego Co. HMMD
Record ID DEH2002-HUPFP-134448
O85 RCRA NonGen / NLRSTREET TRENZ INC 1026829196
WSW 9356 ABRAHAM WAY CAL000464248
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.205 mi.
1085 ft.

RCRA NonGen / NLR
EPA Id CAL000464248
O84 San Diego Co. HMMDJERAMES TOOL & MFG S113000012
WSW CERS HAZ WASTE9356 ABRAHAM WAY N/A
1/8-1/4 HAZNETSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.205 mi. CERS
1085 ft. HWTS
San Diego Co. HMMD
Record ID DEH2017-HUPFP-003420
HAZNET
GEPAID CAD020203139
O83 RCRA-SQGJERAMES TOOL AND MFG 1000149680
WSW San Diego Co. HMMD9356 ABRAHAM WAY CAD020203139
1/8-1/4 FINDSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.205 mi. ECHO
1085 ft.

RCRA-SQG
EPA Id CAD020203139
FINDS
Registry ID: 110002638799
ECHO
Registry ID 110002638799
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 29
P91 San Diego Co. HMMDEASTWOOD MACHINE, LLC S118236783
WSW CERS HAZ WASTE9346 ABRAHAM WAY N/A
1/8-1/4 HAZNETSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.214 mi. CERS
1132 ft. HWTS
San Diego Co. HMMD
Record ID DEH2018-HUPFP-004733
HAZNET
GEPAID CAL000400233
L90 RCRA NonGen / NLRSOUTH BAY FOUNDRY INC 1025868660
West 9444 ABRAHAM WAY CAL000378761
1/8-1/4 SANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.207 mi.
1094 ft.

RCRA NonGen / NLR
EPA Id CAL000378761
L89 RCRA NonGen / NLRSOUTH BAY FOUNDRY 1024753105
West 9444 ABRAHAM WAY CAC002972916
1/8-1/4 SANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.207 mi.
1094 ft.

RCRA NonGen / NLR
EPA Id CAC002972916
L88 San Diego Co. HMMDSOUTHBAY FOUNDRY, INC. S105022245 West CERS HAZ WASTE9444 ABRAHAM WAY N/A
1/8-1/4 CERSSANTEE, CA 92071
Relative:

Lower
Click here for full text details

0.207 mi.
1094 ft.

San Diego Co. HMMD
Record ID DEH2002-HUPFP-102129
N87 RCRA NonGen / NLRMATHY MACHINE INC 1024783562
SSW 9315 WHEATLANDS, #B CAD982028144
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.207 mi.
1094 ft.

RCRA NonGen / NLR
EPA Id CAD982028144
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 30
96 RCRA NonGen / NLRAMY SKINNER 1025845204
ESE 9240 NORTHCOTE ROAD CAC003024825
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.220 mi.
1159 ft.

RCRA NonGen / NLR
EPA Id CAC003024825
95 RCRA NonGen / NLRCHARLES HELMER 1026167789
ESE 9247 VIA ANITA CAC003067834
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.216 mi.
1142 ft.

RCRA NonGen / NLR
EPA Id CAC003067834
Q94 San Diego Co. HMMDDISCFLO CORPORATION S104756044
SW CERS HAZ WASTE10850 HARTLEY RD A N/A
1/8-1/4 CERSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.214 mi.
1132 ft.

San Diego Co. HMMD
Record ID DEH2004-HUPFP-203299
Q93 RCRA NonGen / NLRDISCFLO CORP 1024809923
SW 10850 HARTLEY RD CAL000287207
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.214 mi.
1132 ft.

RCRA NonGen / NLR
EPA Id CAL000287207
P92 RCRA NonGen / NLREASTWOOD MACHINE LLC 1024846304
WSW 9346 ABRAHAM WAY CAL000400233
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.214 mi.
1132 ft.

RCRA NonGen / NLR
EPA Id CAL000400233
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 31
P100 RCRA-SQGALTS TOOL AND MACHINE 1000905298
SW San Diego Co. HMMD9316 ABRAHAM WY CA0000477877
1/8-1/4 FINDSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.238 mi. ECHO
1258 ft.

RCRA-SQG
EPA Id CA0000477877
FINDS
Registry ID: 110002618490
ECHO
Registry ID 110002618490
P99 RCRA NonGen / NLRA-I-M PLASTICS INC 1024798672
WSW 9326 ABRAHAM WAY CAL000205165
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.225 mi.
1188 ft.

RCRA NonGen / NLR
EPA Id CAL000205165
R98 CERS HAZ WASTEVISION SYSTEMS S112867431
ENE NPDES11322 WOODSIDE AVENUE NORTH N/A
1/8-1/4 CIWQSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.220 mi. CERS
1161 ft.

NPDES
Facility Status Active
R97 RCRA-LQGVISION SYSTEMS INC 1019899720
ENE 11322 WOODSIDE AVE NORTH CAR000268656
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.220 mi.
1161 ft.

RCRA-LQG
EPA Id CAR000268656
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 32
S104 LUSTANTHONY T. DITTY S101301751
ENE CPS-SLIC11427 WOODSIDE AVE N/A
1/4-1/2 ASTSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.395 mi. Cortese
2085 ft. HIST CORTESE

SAN DIEGO CO LOP
CERS
LUST
Case Number 9UT938
Status Remediation Plan
S103 LUSTDION & SONS, INC S104749008
ENE SAN DIEGO CO. SAM11427 WOODSIDE AVE N/A
1/4-1/2 San Diego Co. HMMDSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.395 mi. CERS HAZ WASTE
2085 ft. CERS TANKS
CERS
LUST
Global Id T0607303173
Status Completed - Case Closed
SAN DIEGO CO. SAM
Case Number H19469-001
Case Number H19469-002
Case Number H19469-003
Case Number H19469-004
Facility Status Remedial Investigation
Facility Status Closed Case
San Diego Co. HMMD
Record ID DEH2008-HUPFP-209366
102 RCRA NonGen / NLRSPECIALTY METALS FABRICATION INC 1024813849 East 11222 WOODSIDE AVE CAL000305980
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.247 mi.
1303 ft.

RCRA NonGen / NLR
EPA Id CAL000305980
101 RCRA NonGen / NLRCARLOS MERCADO 1026482808
SE 9211 BLOOMDALE ST CAC003088865
1/8-1/4 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.246 mi.
1297 ft.

RCRA NonGen / NLR
EPA Id CAC003088865
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 33
U107 HIST Cal-SitesDAVE’S AUTO SERVICE S102860941
SW 10438 MISSION GORGE ROAD N/A
1/2-1 SANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.812 mi.
4290 ft.

T106 FUDSARMY CAMP (SANTEE) 1024904003

SSW N/A
1/2-1 SANTEE, CA
Relative:

Higher
Click here for full text details

0.757 mi.
3997 ft.

T105 ENVIROSTORSANTEE ARMY CAMP S107737292

SSW N/A
1/2-1 SANTEE, CA
Relative:

Higher
Click here for full text details

0.755 mi.
3988 ft.

ENVIROSTOR
Facility Id 80000969
Status Inactive - Needs Evaluation
ANTHONY T. DITTY (Continued) S101301751

CPS-SLIC
Global Id T0608144417
Global Id T0608182940
Global Id T0608115165
Global Id T10000004271
Facility Status Completed - Case Closed
Facility Status Open - Site Assessment
Click here to access the California GeoTracker records for this facility Cortese
Cleanup Status COMPLETED - CASE CLOSED

HIST CORTESE
Reg Id 9UT938
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
TC7126896.2s Page 34
110 Notify 65EDGEMORE HOSPITAL S100178162

WSW N/A
1/2-1 SANTEE, CA
Relative:

Lower
Click here for full text details

0.841 mi.
4438 ft.
109 ENVIROSTORSANTANA HIGH SCHOOL S103677965
NW SCH9915 MAGNOLIA AVENUE N/A
1/2-1 CERSSANTEE, CA 92071
Relative:

Higher
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0.831 mi.
4389 ft.

ENVIROSTOR
Facility Id 60000859
Status Inactive - Withdrawn
SCH
Facility Id 60000859
Status Inactive - Withdrawn
U108 RESPONSEDAVE’S AUTO SERVICE S108744490
SW ENVIROSTOR10438 MISSION GORGE ROAD N/A
1/2-1 LIENSSANTEE, CA 92071
Relative:

Higher
Click here for full text details

0.812 mi.
4290 ft.

RESPONSE
Status Certified
Facility Id 37750003

ENVIROSTOR
Facility Id 37750003
Status Certified
LIENS
Envirostor Id 37750003
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
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CA AQUEOUS FOAM Former Fire Training Facility Assessments Listing State Water Resources Control Board 02/20/2020 12/10/2021 02/25/2022CA AST Aboveground Petroleum Storage Tank Facilities California Environmental Protection Agency 07/06/2016 07/12/2016 09/19/2016CA BROWNFIELDS Considered Brownfieds Sites Listing State Water Resources Control Board 06/21/2022 06/21/2022 09/08/2022CA CA BOND EXP. PLAN Bond Expenditure Plan Department of Health Services 01/01/1989 07/27/1994 08/02/1994CA CA FID UST Facility Inventory Database California Environmental Protection Agency 10/31/1994 09/05/1995 09/29/1995CA CDL Clandestine Drug Labs Department of Toxic Substances Control 12/31/2019 01/20/2021 04/08/2021CA CERS CalEPA Regulated Site Portal Data California Environmental Protection Agency 04/18/2022 04/19/2022 07/12/2022CA CERS HAZ WASTE CERS HAZ WASTE CalEPA 04/18/2022 04/19/2022 07/12/2022CA CERS TANKS California Environmental Reporting System (CERS) Tanks California Environmental Protection Agency 04/18/2022 04/19/2022 07/12/2022CA CHMIRS California Hazardous Material Incident Report System Office of Emergency Services 04/03/2022 04/19/2022 07/12/2022CA CIWQS California Integrated Water Quality System State Water Resources Control Board 08/16/2022 08/17/2022 08/18/2022CA CORTESE "Cortese" Hazardous Waste & Substances Sites List CAL EPA/Office of Emergency Information 06/21/2022 06/21/2022 09/08/2022CA CPS-SLIC Statewide SLIC Cases (GEOTRACKER) State Water Resources Control Board 05/23/2022 05/23/2022 05/24/2022CA CUPA LIVERMORE-PLEASANTON CUPA Facility Listing Livermore-Pleasanton Fire Department 12/07/2021 05/09/2022 05/17/2022CA DEED Deed Restriction Listing DTSC and SWRCB 05/31/2022 05/31/2022 08/18/2022CA DRYCLEAN AVAQMD Antelope Valley Air Quality Management District Drycleaner L Antelope Valley Air Quality Management Distri 05/25/2022 05/26/2022 08/11/2022CA DRYCLEAN SOUTH COAST South Coast Air Quality Management District Drycleaner Listi South Coast Air Quality Management District 05/20/2022 05/20/2022 08/09/2022CA DRYCLEANERS Cleaner Facilities Department of Toxic Substance Control 08/27/2021 09/01/2021 11/19/2021CA EMI Emissions Inventory Data California Air Resources Board 12/31/2020 06/13/2022 08/30/2022CA ENF Enforcement Action Listing State Water Resoruces Control Board 04/12/2022 04/19/2022 05/31/2022CA ENVIROSTOR EnviroStor Database Department of Toxic Substances Control 04/25/2022 04/26/2022 07/15/2022CA Financial Assurance 1 Financial Assurance Information Listing Department of Toxic Substances Control 04/19/2022 04/29/2022 07/15/2022CA Financial Assurance 2 Financial Assurance Information Listing California Integrated Waste Management Board 08/09/2022 08/10/2022 08/30/2022CA HAULERS Registered Waste Tire Haulers Listing Integrated Waste Management Board 08/12/2022 08/16/2022 08/26/2022CA HAZNET Facility and Manifest Data California Environmental Protection Agency 12/31/2021 07/05/2022 09/19/2022CA HIST CAL-SITES Calsites Database Department of Toxic Substance Control 08/08/2005 08/03/2006 08/24/2006CA HIST CORTESE Hazardous Waste & Substance Site List Department of Toxic Substances Control 04/01/2001 01/22/2009 04/08/2009CA HIST UST Hazardous Substance Storage Container Database State Water Resources Control Board 10/15/1990 01/25/1991 02/12/1991CA HWP EnviroStor Permitted Facilities Listing Department of Toxic Substances Control 05/16/2022 05/17/2022 08/03/2022CA HWT Registered Hazardous Waste Transporter Database Department of Toxic Substances Control 07/05/2022 07/05/2022 09/19/2022CA HWTS Hazardous Waste Tracking System Department of Toxic Substances Control 04/05/2022 04/05/2022 04/26/2022CA ICE ICE Department of Toxic Subsances Control 05/16/2022 05/17/2022 08/03/2022CA LDS Land Disposal Sites Listing (GEOTRACKER) State Water Qualilty Control Board 05/23/2022 05/23/2022 05/24/2022CA LIENS Environmental Liens Listing Department of Toxic Substances Control 05/25/2022 05/26/2022 08/11/2022CA LUST Leaking Underground Fuel Tank Report (GEOTRACKER) State Water Resources Control Board 05/23/2022 05/23/2022 05/24/2022CA LUST REG 1 Active Toxic Site Investigation California Regional Water Quality Control Boa 02/01/2001 02/28/2001 03/29/2001CA LUST REG 2 Fuel Leak List California Regional Water Quality Control Boa 09/30/2004 10/20/2004 11/19/2004CA LUST REG 3 Leaking Underground Storage Tank Database California Regional Water Quality Control Boa 05/19/2003 05/19/2003 06/02/2003CA LUST REG 4 Underground Storage Tank Leak List California Regional Water Quality Control Boa 09/07/2004 09/07/2004 10/12/2004CA LUST REG 5 Leaking Underground Storage Tank Database California Regional Water Quality Control Boa 07/01/2008 07/22/2008 07/31/2008CA LUST REG 6L Leaking Underground Storage Tank Case Listing California Regional Water Quality Control Boa 09/09/2003 09/10/2003 10/07/2003CA LUST REG 6V Leaking Underground Storage Tank Case Listing California Regional Water Quality Control Boa 06/07/2005 06/07/2005 06/29/2005CA LUST REG 7 Leaking Underground Storage Tank Case Listing California Regional Water Quality Control Boa 02/26/2004 02/26/2004 03/24/2004CA LUST REG 8 Leaking Underground Storage Tanks California Regional Water Quality Control Boa 02/14/2005 02/15/2005 03/28/2005CA LUST REG 9 Leaking Underground Storage Tank Report California Regional Water Quality Control Boa 03/01/2001 04/23/2001 05/21/2001CA MCS Military Cleanup Sites Listing (GEOTRACKER) State Water Resources Control Board 05/23/2022 05/23/2022 05/24/2022CA MILITARY PRIV SITES Military Privatized Sites (GEOTRACKER) State Water Resources Control Board 05/23/2022 05/23/2022 06/02/2022 TC7126896.2s Page GR-1

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Date Active Date CA MILITARY UST SITES Military UST Sites (GEOTRACKER) State Water Resources Control Board 05/23/2022 05/23/2022 06/02/2022 CA MINES Mines Site Location Listing Department of Conservation 06/06/2022 06/07/2022 08/23/2022CA MWMP Medical Waste Management Program Listing Department of Public Health 05/06/2022 05/31/2022 08/18/2022CA NON-CASE INFO Non-Case Information Sites (GEOTRACKER) State Water Resources Control Board 05/23/2022 05/23/2022 06/02/2022CA NOTIFY 65 Proposition 65 Records State Water Resources Control Board 06/10/2022 06/10/2022 08/26/2022CA NPDES NPDES Permits Listing State Water Resources Control Board 05/09/2022 05/09/2022 07/29/2022CA OTHER OIL GAS Other Oil & Gas Projects Sites (GEOTRACKER) State Water Resources Control Board 05/23/2022 05/23/2022 06/02/2022CA PEST LIC Pesticide Regulation Licenses Listing Department of Pesticide Regulation 05/31/2022 05/31/2022 08/18/2022CA PFAS PFAS Contamination Site Location Listing State Water Resources Control Board 06/06/2022 06/07/2022 08/24/2022CA PROC Certified Processors Database Department of Conservation 06/06/2022 06/07/2022 08/23/2022CA PROD WATER PONDS Produced Water Ponds Sites (GEOTRACKER) State Water Resources Control Board 05/23/2022 05/23/2022 06/02/2022CA PROJECT Project Sites (GEOTRACKER) State Water Resources Control Board 05/23/2022 05/23/2022 06/02/2022CA RESPONSE State Response Sites Department of Toxic Substances Control 04/25/2022 04/26/2022 07/15/2022CA RGA LF Recovered Government Archive Solid Waste Facilities List Department of Resources Recycling and Recover 07/01/2013 01/13/2014CA RGA LUST Recovered Government Archive Leaking Underground Storage Tan State Water Resources Control Board 07/01/2013 12/30/2013CA SAMPLING POINT Sampling Point ? Public Sites (GEOTRACKER) State Water Resources Control Board 05/23/2022 05/23/2022 06/02/2022CA SAN FRANCISCO AST Aboveground Storage Tank Site Listing San Francisco County Department of Public Hea 05/05/2022 05/06/2022 07/21/2022CA SCH School Property Evaluation Program Department of Toxic Substances Control 04/25/2022 04/26/2022 07/15/2022CA SLIC REG 1 Active Toxic Site Investigations California Regional Water Quality Control Boa 04/03/2003 04/07/2003 04/25/2003CA SLIC REG 2 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board San Fran 09/30/2004 10/20/2004 11/19/2004CA SLIC REG 3 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Regional Water Quality Control Boa 05/18/2006 05/18/2006 06/15/2006CA SLIC REG 4 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Region Water Quality Control Board Los Angele 11/17/2004 11/18/2004 01/04/2005CA SLIC REG 5 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board Central 04/01/2005 04/05/2005 04/21/2005CA SLIC REG 6L SLIC Sites California Regional Water Quality Control Boa 09/07/2004 09/07/2004 10/12/2004CA SLIC REG 6V Spills, Leaks, Investigation & Cleanup Cost Recovery Listing Regional Water Quality Control Board, Victorv 05/24/2005 05/25/2005 06/16/2005CA SLIC REG 7 SLIC List California Regional Quality Control Board, Co 11/24/2004 11/29/2004 01/04/2005CA SLIC REG 8 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Region Water Quality Control Board 04/03/2008 04/03/2008 04/14/2008CA SLIC REG 9 Spills, Leaks, Investigation & Cleanup Cost Recovery Listing California Regional Water Quality Control Boa 09/10/2007 09/11/2007 09/28/2007CA SPILLS 90 SPILLS90 data from FirstSearch FirstSearch 06/06/2012 01/03/2013 02/22/2013CA SWEEPS UST SWEEPS UST Listing State Water Resources Control Board 06/01/1994 07/07/2005 08/11/2005CA SWF/LF (SWIS) Solid Waste Information System Department of Resources Recycling and Recover 05/09/2022 05/09/2022 07/29/2022CA SWRCY Recycler Database Department of Conservation 06/06/2022 06/07/2022 08/23/2022CA TOXIC PITS Toxic Pits Cleanup Act Sites State Water Resources Control Board 07/01/1995 08/30/1995 09/26/1995CA UIC UIC Listing Deaprtment of Conservation 06/06/2022 06/07/2022 08/23/2022CA UIC GEO Underground Injection Control Sites (GEOTRACKER) State Water Resource Control Board 05/23/2022 05/23/2022 06/02/2022CA UST Active UST Facilities SWRCB 06/06/2022 06/07/2022 08/24/2022CA UST CLOSURE Proposed Closure of Underground Storage Tank (UST) Cases State Water Resources Control Board 06/01/2022 06/09/2022 08/26/2022CA VCP Voluntary Cleanup Program Properties Department of Toxic Substances Control 04/25/2022 04/26/2022 07/15/2022CA WASTEWATER PITS Oil Wastewater Pits Listing RWQCB, Central Valley Region 02/11/2021 07/01/2021 09/29/2021CA WDR Waste Discharge Requirements Listing State Water Resources Control Board 06/06/2022 06/07/2022 08/24/2022CA WDS Waste Discharge System State Water Resources Control Board 06/19/2007 06/20/2007 06/29/2007CA WELL STIM PROJ Well Stimulation Project (GEOTRACKER) State Water Resources Control Board 05/23/2022 05/23/2022 06/02/2022CA WIP Well Investigation Program Case List Los Angeles Water Quality Control Board 07/03/2009 07/21/2009 08/03/2009CA WMUDS/SWAT Waste Management Unit Database State Water Resources Control Board 04/01/2000 04/10/2000 05/10/2000US 2020 COR ACTION 2020 Corrective Action Program List Environmental Protection Agency 09/30/2017 05/08/2018 07/20/2018US ABANDONED MINES Abandoned Mines Department of Interior 06/14/2022 06/15/2022 08/22/2022US BRS Biennial Reporting System EPA/NTIS 12/31/2019 03/02/2022 03/25/2022 TC7126896.2s Page GR-2

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Date Active Date US COAL ASH DOE Steam-Electric Plant Operation Data Department of Energy 12/31/2020 11/30/2021 02/22/2022 US COAL ASH EPA Coal Combustion Residues Surface Impoundments List Environmental Protection Agency 01/12/2017 03/05/2019 11/11/2019US CONSENT Superfund (CERCLA) Consent Decrees Department of Justice, Consent Decree Library 03/31/2022 04/14/2022 07/12/2022US CORRACTS Corrective Action Report EPA 06/20/2022 06/21/2022 06/28/2022US DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations EPA, Region 9 01/12/2009 05/07/2009 09/21/2009US DOCKET HWC Hazardous Waste Compliance Docket Listing Environmental Protection Agency 05/06/2021 05/21/2021 08/11/2021US DOD Department of Defense Sites USGS 06/07/2021 07/13/2021 03/09/2022US DOT OPS Incident and Accident Data Department of Transporation, Office of Pipeli 01/02/2020 01/28/2020 04/17/2020US Delisted NPL National Priority List Deletions EPA 07/26/2022 08/02/2022 08/22/2022US ECHO Enforcement & Compliance History Information Environmental Protection Agency 04/02/2022 04/05/2022 06/28/2022US EDR Hist Auto EDR Exclusive Historical Auto Stations EDR, Inc.US EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR, Inc.US EDR MGP EDR Proprietary Manufactured Gas Plants EDR, Inc.US EPA WATCH LIST EPA WATCH LIST Environmental Protection Agency 08/30/2013 03/21/2014 06/17/2014US ERNS Emergency Response Notification System National Response Center, United States Coast 06/14/2022 06/15/2022 06/21/2022US FEDERAL FACILITY Federal Facility Site Information listing Environmental Protection Agency 05/25/2021 06/24/2021 09/20/2021US FEDLAND Federal and Indian Lands U.S. Geological Survey 04/02/2018 04/11/2018 11/06/2019US FEMA UST Underground Storage Tank Listing FEMA 10/14/2021 11/05/2021 02/01/2022US FINDS Facility Index System/Facility Registry System EPA 05/13/2022 05/18/2022 05/31/2022US FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fu EPA/Office of Prevention, Pesticides and Toxi 04/09/2009 04/16/2009 05/11/2009US FTTS INSP FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fu EPA 04/09/2009 04/16/2009 05/11/2009US FUDS Formerly Used Defense Sites U.S. Army Corps of Engineers 05/11/2022 05/17/2022 07/29/2022US FUELS PROGRAM EPA Fuels Program Registered Listing EPA 05/16/2022 05/17/2022 07/29/2022US FUSRAP Formerly Utilized Sites Remedial Action Program Department of Energy 07/26/2021 07/27/2021 10/22/2021US HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing Environmental Protection Agency 10/19/2006 03/01/2007 04/10/2007US HIST FTTS INSP FIFRA/TSCA Tracking System Inspection & Enforcement Case Lis Environmental Protection Agency 10/19/2006 03/01/2007 04/10/2007US HMIRS Hazardous Materials Information Reporting System U.S. Department of Transportation 03/21/2022 03/21/2022 06/14/2022US ICIS Integrated Compliance Information System Environmental Protection Agency 11/18/2016 11/23/2016 02/10/2017US IHS OPEN DUMPS Open Dumps on Indian Land Department of Health & Human Serivces, Indian 04/01/2014 08/06/2014 01/29/2015US INDIAN LUST R1 Leaking Underground Storage Tanks on Indian Land EPA Region 1 04/28/2021 06/11/2021 09/07/2021US INDIAN LUST R10 Leaking Underground Storage Tanks on Indian Land EPA Region 10 04/20/2022 06/13/2022 08/16/2022US INDIAN LUST R4 Leaking Underground Storage Tanks on Indian Land EPA Region 4 06/02/2022 06/13/2022 08/31/2022US INDIAN LUST R5 Leaking Underground Storage Tanks on Indian Land EPA, Region 5 04/11/2022 06/13/2022 08/16/2022US INDIAN LUST R6 Leaking Underground Storage Tanks on Indian Land EPA Region 6 04/28/2022 06/13/2022 08/16/2022US INDIAN LUST R7 Leaking Underground Storage Tanks on Indian Land EPA Region 7 04/14/2022 06/13/2022 08/16/2022US INDIAN LUST R8 Leaking Underground Storage Tanks on Indian Land EPA Region 8 04/20/2022 06/13/2022 08/16/2022US INDIAN LUST R9 Leaking Underground Storage Tanks on Indian Land Environmental Protection Agency 04/08/2022 06/13/2022 08/16/2022US INDIAN ODI Report on the Status of Open Dumps on Indian Lands Environmental Protection Agency 12/31/1998 12/03/2007 01/24/2008US INDIAN RESERV Indian Reservations USGS 12/31/2014 07/14/2015 01/10/2017US INDIAN UST R1 Underground Storage Tanks on Indian Land EPA, Region 1 04/07/2022 06/13/2022 08/16/2022US INDIAN UST R10 Underground Storage Tanks on Indian Land EPA Region 10 04/20/2022 06/13/2022 08/16/2022US INDIAN UST R4 Underground Storage Tanks on Indian Land EPA Region 4 06/02/2022 06/13/2022 08/31/2022US INDIAN UST R5 Underground Storage Tanks on Indian Land EPA Region 5 04/11/2022 06/13/2022 08/16/2022US INDIAN UST R6 Underground Storage Tanks on Indian Land EPA Region 6 04/28/2022 06/13/2022 08/16/2022US INDIAN UST R7 Underground Storage Tanks on Indian Land EPA Region 7 04/14/2022 06/13/2022 08/16/2022US INDIAN UST R8 Underground Storage Tanks on Indian Land EPA Region 8 04/20/2022 06/13/2022 08/16/2022US INDIAN UST R9 Underground Storage Tanks on Indian Land EPA Region 9 04/08/2022 06/13/2022 08/16/2022 TC7126896.2s Page GR-3

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St Acronym Full Name Government Agency Gov Date Arvl. Date Active Date US INDIAN VCP R1 Voluntary Cleanup Priority Listing EPA, Region 1 07/27/2015 09/29/2015 02/18/2016 US INDIAN VCP R7 Voluntary Cleanup Priority Lisitng EPA, Region 7 03/20/2008 04/22/2008 05/19/2008US LEAD SMELTER 1 Lead Smelter Sites Environmental Protection Agency 07/26/2022 08/02/2022 08/22/2022US LEAD SMELTER 2 Lead Smelter Sites American Journal of Public Health 04/05/2001 10/27/2010 12/02/2010US LIENS 2 CERCLA Lien Information Environmental Protection Agency 07/26/2022 08/02/2022 08/22/2022US LUCIS Land Use Control Information System Department of the Navy 05/16/2022 05/19/2022 07/29/2022US MINES MRDS Mineral Resources Data System USGS 04/06/2018 10/21/2019 10/24/2019US MINES VIOLATIONS MSHA Violation Assessment Data DOL, Mine Safety & Health Admi 03/21/2022 03/22/2022 03/25/2022US MLTS Material Licensing Tracking System Nuclear Regulatory Commission 06/10/2022 06/14/2022 08/22/2022US NPL National Priority List EPA 07/26/2022 08/02/2022 08/22/2022US NPL LIENS Federal Superfund Liens EPA 10/15/1991 02/02/1994 03/30/1994US ODI Open Dump Inventory Environmental Protection Agency 06/30/1985 08/09/2004 09/17/2004US PADS PCB Activity Database System EPA 01/20/2022 01/20/2022 03/25/2022US PCB TRANSFORMER PCB Transformer Registration Database Environmental Protection Agency 09/13/2019 11/06/2019 02/10/2020US PCS Permit Compliance System EPA, Office of Water 07/14/2011 08/05/2011 09/29/2011US PCS ENF Enforcement data EPA 12/31/2014 02/05/2015 03/06/2015US PCS INACTIVE Listing of Inactive PCS Permits EPA 11/05/2014 01/06/2015 05/06/2015US PRP Potentially Responsible Parties EPA 07/26/2022 08/02/2022 08/31/2022US Proposed NPL Proposed National Priority List Sites EPA 07/26/2022 08/02/2022 08/22/2022US RAATS RCRA Administrative Action Tracking System EPA 04/17/1995 07/03/1995 08/07/1995US RADINFO Radiation Information Database Environmental Protection Agency 07/01/2019 07/01/2019 09/23/2019US RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated Environmental Protection Agency 06/20/2022 06/21/2022 06/28/2022US RCRA-LQG RCRA - Large Quantity Generators Environmental Protection Agency 06/20/2022 06/21/2022 06/28/2022US RCRA-SQG RCRA - Small Quantity Generators Environmental Protection Agency 06/20/2022 06/21/2022 06/28/2022US RCRA-TSDF RCRA - Treatment, Storage and Disposal Environmental Protection Agency 06/20/2022 06/21/2022 06/28/2022US RCRA-VSQG RCRA - Very Small Quantity Generators (Formerly Conditionall Environmental Protection Agency 06/20/2022 06/21/2022 06/28/2022US RMP Risk Management Plans Environmental Protection Agency 04/27/2022 05/04/2022 05/10/2022US ROD Records Of Decision EPA 07/26/2022 08/02/2022 08/22/2022US SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing Environmental Protection Agency 01/01/2017 02/03/2017 04/07/2017US SEMS Superfund Enterprise Management System EPA 07/26/2022 08/02/2022 08/22/2022US SEMS-ARCHIVE Superfund Enterprise Management System Archive EPA 07/26/2022 08/02/2022 08/22/2022US SSTS Section 7 Tracking Systems EPA 07/18/2022 07/18/2022 07/29/2022US TRIS Toxic Chemical Release Inventory System EPA 12/31/2018 08/14/2020 11/04/2020US TSCA Toxic Substances Control Act EPA 12/31/2016 06/17/2020 09/10/2020US UMTRA Uranium Mill Tailings Sites Department of Energy 08/30/2019 11/15/2019 01/28/2020US US AIRS (AFS) Aerometric Information Retrieval System Facility Subsystem ( EPA 10/12/2016 10/26/2016 02/03/2017US US AIRS MINOR Air Facility System Data EPA 10/12/2016 10/26/2016 02/03/2017US US BROWNFIELDS A Listing of Brownfields Sites Environmental Protection Agency 02/23/2022 03/10/2022 03/10/2022US US CDL Clandestine Drug Labs Drug Enforcement Administration 04/30/2022 05/24/2022 07/29/2022US US ENG CONTROLS Engineering Controls Sites List Environmental Protection Agency 05/16/2022 05/24/2022 07/29/2022US US FIN ASSUR Financial Assurance Information Environmental Protection Agency 06/20/2022 06/21/2022 08/31/2022US US HIST CDL National Clandestine Laboratory Register Drug Enforcement Administration 04/30/2022 05/24/2022 07/29/2022US US INST CONTROLS Institutional Controls Sites List Environmental Protection Agency 05/16/2022 05/24/2022 07/29/2022US US MINES Mines Master Index File Department of Labor, Mine Safety and Health A 08/03/2022 08/17/2022 08/31/2022US US MINES 2 Ferrous and Nonferrous Metal Mines Database Listing USGS 05/06/2020 05/27/2020 08/13/2020US US MINES 3 Active Mines & Mineral Plants Database Listing USGS 04/14/2011 06/08/2011 09/13/2011US UXO Unexploded Ordnance Sites Department of Defense 12/31/2020 01/11/2022 02/14/2022 TC7126896.2s Page GR-4

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TC7126896.2s Page GR−5

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geologic strata.
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics

2. Groundwater flow velocity.

1. Groundwater flow direction, and
Assessment of the impact of contaminant migration generally has two principle investigative components:
forming an opinion about the impact of potential contaminant migration.

EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in Version Date: 2018
Target Property Map: 12008233 EL CAJON, CA

USGS TOPOGRAPHIC MAP
Elevation: 356 ft. above sea level
UTM Y (Meters): 3634263.0
UTM X (Meters): 503807.5
Universal Tranverse Mercator: Zone 11
Longitude (West): 116.959312 - 116ˆ 57’ 33.52’’
Latitude (North): 32.848148 - 32ˆ 50’ 53.33’’

TARGET PROPERTY COORDINATES
SANTEE, CA 92071
10990 WOODSIDE AVE N
10990 WOODSIDE AVE N

TARGET PROPERTY ADDRESS
GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM ®
TC7126896.2s Page A-2
should be field verified.
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation (ft)Elevation (ft) TP
TP
0 1/2 1 Miles ✩Target Property Elevation: 356 ft.

North South
West East 520 564 661 681 483406380 373 350 356 360 364 405 484407 390 379 403 429 343 343 347 349 350 350 347 353 353 356 360 363 378 470 580 478 492 503 499 General Topographic Gradient: General SW

TARGET PROPERTY TOPOGRAPHY
should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to

TOPOGRAPHIC INFORMATION
collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional

GROUNDWATER FLOW DIRECTION INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC7126896.2s Page A-3
Not Reported

LOCATION GENERAL DIRECTION

MAP ID FROM TP GROUNDWATER FLOW
hydrogeologically, and the depth to water table.
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW®
Search Radius: 1.000 Mile.

Status: Not found
Search Radius: 1.25 miles
Site-Specific Hydrogeological Data*:
* ©1996 Site−specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator

HYDROGEOLOGIC INFORMATION
EL CAJON YES - refer to the Overview Map and Detail Map

NATIONAL WETLAND INVENTORY
NWI Electronic
NWI Quad at Target Property Data Coverage
06073C1654G FEMA FIRM Flood data
06073C1653G FEMA FIRM Flood data
06073C1651G FEMA FIRM Flood data
Additional Panels in search area: FEMA Source Type
06073C1652G FEMA FIRM Flood data
Flood Plain Panel at Target Property FEMA Source Type

FEMA FLOOD ZONE
and bodies of water).

Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist

HYDROLOGIC INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC7126896.2s Page A-4
Map, USGS Digital Data Series DDS - 11 (1994).
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology

ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION
Era: Mesozoic Category: Plutonic and Intrusive Rocks
System: Cretaceous
Series: Cretaceous granitic rocks
Code: Kg (decoded above as Era, System & Series)
at which contaminant migration may be occurring.

Geologic information can be used by the environmental professional in forming an opinion about the relative speed

GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional

GROUNDWATER FLOW VELOCITY INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 6 7
5 2
4 1
2 1
4 2
3 8
0 1/16 1/8 1/4 Miles
SSURGO SOIL MAP - 7126896.2s
*
Target Property
/V SSURGO Soil I
/\/ Water i
N
SITE NAME: 10990 WOODSIDE AVE N CLIENT: Hazard Management Consulting ADDRESS: 10990 WOODSIDE AVE N
SANTEE CA 92071
CONTACT:

INQUIRY#:

Troy Taylor
7126896.2s
LAT/LONG: 32.848148/116.959312 DATE: September 22, 2022 6:16 pm Copyright© 2022 EDR, Inc. © 2015 TomTom Rei. 2015.

TC7126896.2s Page A-6
Min: 6.1
Max: 6.5
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
Silt-Clay
loam
3 40 inches 59 inches very fine sandy
Min: 6.1
Max: 6.5
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 11 inches 40 inches sandy loam Silt-Clay
Min: 6.1
Max: 6.5
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
1 0 inches 11 inches sandy loam Silt-Clay
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: Moderate
Hydric Status: Partially hydric
Soil Drainage Class: Well drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: sandy loam
Soil Component Name: VISALIA
Soil Map ID: 1
in a landscape. The following information is based on Soil Conservation Service SSURGO data. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil

DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
1 TC7126896.2s Page A-7
Soil Drainage Class: Well drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: sandy loam
Soil Component Name: RAMONA
Soil Map ID: 3
Max: Min:

Min: 42
Max: 141
gravel.

Well-graded
Clean Gravels,
SOILIS, Gravels,

COARSE-GRAINED
Sand.

Gravel and
Fragments,
200), Stone
passing No.
pct. or less
materials (35
Granular
gravelly sand
sand to
gravelly coarse
extremely
2 5 inches 59 inches stratified
Max: Min:

Min: 42
Max: 141
gravel.

Well-graded
Clean Gravels,
SOILIS, Gravels,

COARSE-GRAINED
Sand.

Gravel and
Fragments,
200), Stone
passing No.
pct. or less
materials (35
Granular
sand
1 0 inches 5 inches gravelly coarse
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 168 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: Not Reported
Hydric Status: All hydric
Soil Drainage Class: Excessively drained
water table, or are shallow to an impervious layer.

Hydrologic Group: Class D - Very slow infiltration rates. Soils are clayey, have a high Soil Surface Texture: gravelly coarse sand
Soil Component Name: RIVERWASH
Soil Map ID: 2
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
1 TC7126896.2s Page A-8
No Layer Information available.

Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: Not Reported
Hydric Status: Not hydric
Soil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: sandy loam
Soil Component Name: Water
Soil Map ID: 4
Min: 6.6
Max: 7.3
Min: 1.4
Max: 4
Clayey sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
3 59 inches 74 inches sandy clay loam Silt-Clay
Min: 6.6
Max: 7.3
Min: 1.4
Max: 4
Clayey sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 16 inches 59 inches sandy clay loam Silt-Clay
Min: 6.6
Max: 7.3
Min: 1.4
Max: 4
Clayey sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
1 0 inches 16 inches sandy loam Silt-Clay
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: Moderate
Hydric Status: Not hydric
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
1 TC7126896.2s Page A-9
Min: 6.6
Max: 7.8
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Well-graded sand.

Clean Sands,
SOILS, Sands,

COARSE-GRAINED
Sand.

Gravel and
Fragments,
200), Stone
passing No.
pct. or less
materials (35
Granular
loamy sand
to gravelly
gravelly sand
3 33 inches 59 inches stratified
Min: 6.6
Max: 7.8
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Well-graded sand.

Clean Sands,
SOILS, Sands,

COARSE-GRAINED
Sand.

Gravel and
Fragments,
200), Stone
passing No.
pct. or less
materials (35
2 14 inches 33 inches loamy sand Granular
Min: 6.6
Max: 7.8
Min: 42
Max: 141
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Well-graded sand.

Clean Sands,
SOILS, Sands,

COARSE-GRAINED
Sand.

Gravel and
Fragments,
200), Stone
passing No.
pct. or less
materials (35
1 0 inches 14 inches sand Granular
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: Moderate
Hydric Status: Partially hydric
Soil Drainage Class: Somewhat excessively drained
excessively drained sands and gravels.

Hydrologic Group: Class A - High infiltration rates. Soils are deep, well drained to Soil Surface Texture: sand
Soil Component Name: TUJUNGA
Soil Map ID: 5
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
1 TC7126896.2s Page A-10
Soil Drainage Class: Well drained
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: sandy loam
Soil Component Name: GREENFIELD
Soil Map ID: 7
Min: 7.9
Max: 8.4
Min: 0.01
Max: 0.42
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
2 12 inches 33 inches clay Silt-Clay
Min: 7.9
Max: 8.4
Min: 0.01
Max: 0.42
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.

Materials (more
1 0 inches 12 inches sandy loam Silt-Clay
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Partially hydric
Soil Drainage Class: Moderately well drained
water table, or are shallow to an impervious layer.

Hydrologic Group: Class D - Very slow infiltration rates. Soils are clayey, have a high Soil Surface Texture: sandy loam
Soil Component Name: PLACENTIA
Soil Map ID: 6
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
1 TC7126896.2s Page A-11
Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: Moderate
Hydric Status: Not hydric
Soil Drainage Class: Somewhat excessively drained
movement of water, or soils with moderately fine or fine textures.

Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward Soil Surface Texture: coarse sandy loam
Soil Component Name: CIENEBA
Soil Map ID: 8
Min: 6.6
Max: 7.3
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
loam
sand to sandy
loamy coarse
3 33 inches 66 inches stratified
Min: 6.6
Max: 7.3
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
2 5 inches 33 inches sandy loam Granular
Min: 6.6
Max: 7.3
Min: 14
Max: 42
Silty Sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
1 0 inches 5 inches sandy loam Granular
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) Depth to Watertable Min: > 0 inches
Depth to Bedrock Min: > 0 inches
Corrosion Potential - Uncoated Steel: High
Hydric Status: Not hydric
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
1 TC7126896.2s Page A-12
Note: PWS System location is not always the same as well location.

No PWS System Found

FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION

LOCATION

MAP ID WELL ID FROM TP
I46 USGS40000129937 1/2 - 1 Mile NW
D29 USGS40000129916 1/2 - 1 Mile West

FEDERAL USGS WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
State Database 1.000
Federal FRDS PWS Nearest PWS within 1 mile
Federal USGS 1.000

WELL SEARCH DISTANCE INFORMATION
DATABASE SEARCH DISTANCE (miles)
opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental

LOCAL / REGIONAL WATER AGENCY RECORDS
Max: Min:

Min:

Not reported Max:
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
bedrock
2 9 inches 14 inches weathered
Max: Min:

Min:

Not reported Max:
and Sand.

Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular
loam
1 0 inches 9 inches coarse sandy
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
1 TC7126896.2s Page A-13
J54 CAEDF0000116998 1/2 - 1 Mile WNW
J53 CAEDF0000106149 1/2 - 1 Mile WNW
J52 CAEDF0000083615 1/2 - 1 Mile WNW
J51 CAEDF0000120681 1/2 - 1 Mile WNW
J50 CAEDF0000093811 1/2 - 1 Mile WNW
49 CADWR0000004413 1/2 - 1 Mile SSW
H48 CAEDF0000031702 1/2 - 1 Mile West
H47 CAEDF0000093974 1/2 - 1 Mile West
H45 CAEDF0000060710 1/2 - 1 Mile West
I44 CAUSGSN00015577 1/2 - 1 Mile NW
43 CADWR0000007857 1/2 - 1 Mile WSW
H42 CAEDF0000089199 1/2 - 1 Mile West
H41 CAEDF0000113145 1/2 - 1 Mile West
H40 CAEDF0000031787 1/2 - 1 Mile West
H39 CAEDF0000019468 1/2 - 1 Mile West
H38 CAEDF0000106144 1/2 - 1 Mile West
G37 CADWR0000008714 1/2 - 1 Mile WNW
G36 CADWR0000001600 1/2 - 1 Mile WNW
F35 CADWR0000004260 1/2 - 1 Mile ENE
F34 CADWR0000003227 1/2 - 1 Mile ENE
E33 CADWR0000018644 1/2 - 1 Mile WSW
E32 CADWR0000018735 1/2 - 1 Mile WSW
E31 CADWR0000024386 1/2 - 1 Mile WSW
30 CADWR0000002796 1/2 - 1 Mile SW
D28 CAUSGSN00003066 1/2 - 1 Mile West
C27 CAEDF0000129930 1/2 - 1 Mile ENE
C26 CAEDF0000007834 1/2 - 1 Mile ENE
C25 CAEDF0000071163 1/2 - 1 Mile ENE
C24 CAEDF0000088474 1/2 - 1 Mile ENE
C23 CAEDF0000044216 1/4 - 1/2 Mile ENE
C22 CAEDF0000109541 1/4 - 1/2 Mile ENE
C21 CAEDF0000088824 1/4 - 1/2 Mile ENE
C20 CAEDF0000074240 1/4 - 1/2 Mile ENE
C19 CAEDF0000017481 1/4 - 1/2 Mile ENE
C18 CAEDF0000057738 1/4 - 1/2 Mile ENE
C17 CAEDF0000084668 1/4 - 1/2 Mile ENE
C16 CAEDF0000127681 1/4 - 1/2 Mile ENE
C15 CAEDF0000110340 1/4 - 1/2 Mile ENE
C14 CAEDF0000068205 1/4 - 1/2 Mile ENE
C13 CAEDF0000098574 1/4 - 1/2 Mile ENE
C12 CAEDF0000007982 1/4 - 1/2 Mile ENE
C11 CAEDF0000119738 1/4 - 1/2 Mile ENE
C10 CAEDF0000106460 1/4 - 1/2 Mile ENE
B9 CAEDF0000078606 1/4 - 1/2 Mile ENE
B8 CAEDF0000050691 1/4 - 1/2 Mile ENE
B7 CAEDF0000123642 1/4 - 1/2 Mile ENE
B6 CAEDF0000007537 1/4 - 1/2 Mile ENE
A5 CAEDF0000016265 1/4 - 1/2 Mile East
B4 CAEDF0000003377 1/4 - 1/2 Mile ENE
A3 CAEDF0000077896 1/4 - 1/2 Mile East
2 CADWR0000007719 1/8 - 1/4 Mile SW
1 CADWR0000036226 1/8 - 1/4 Mile SE

STATE DATABASE WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
TC7126896.2s Page A-14
N103 CAEDF0000104776 1/2 - 1 Mile WNW
N102 CAEDF0000078820 1/2 - 1 Mile WNW
N101 CAEDF0000014109 1/2 - 1 Mile WNW
N100 CAEDF0000060239 1/2 - 1 Mile WNW
99 CADWR0000012524 1/2 - 1 Mile NNE
98 CADWR0000003997 1/2 - 1 Mile West
M97 CADWR0000026129 1/2 - 1 Mile SW
M96 CADWR0000014893 1/2 - 1 Mile SW
M95 CADWR0000019673 1/2 - 1 Mile SW
M94 CADWR0000023171 1/2 - 1 Mile SW
K93 CAEDF0000084373 1/2 - 1 Mile SW
K92 CAEDF0000115243 1/2 - 1 Mile SW
L91 CAEDF0000120551 1/2 - 1 Mile WNW
K90 CAEDF0000100627 1/2 - 1 Mile SW
K89 CAEDF0000131478 1/2 - 1 Mile SW
K88 CAEDF0000092105 1/2 - 1 Mile SW
K87 CAEDF0000115246 1/2 - 1 Mile SW
J86 CAEDF0000033499 1/2 - 1 Mile WNW
K85 CAEDF0000067998 1/2 - 1 Mile SSW
K84 CAEDF0000107258 1/2 - 1 Mile SW
K83 CAEDF0000114839 1/2 - 1 Mile SW
K82 CAEDF0000038778 1/2 - 1 Mile SSW
J81 CAEDF0000065356 1/2 - 1 Mile WNW
K80 CAEDF0000064558 1/2 - 1 Mile SW
K79 CAEDF0000087777 1/2 - 1 Mile SSW
L78 CAEDF0000052018 1/2 - 1 Mile WNW
K77 CAEDF0000030745 1/2 - 1 Mile SW
K76 CAEDF0000106266 1/2 - 1 Mile SW
K75 CAEDF0000081592 1/2 - 1 Mile SW
K74 CAEDF0000060825 1/2 - 1 Mile SW
K73 CAEDF0000099868 1/2 - 1 Mile SSW
K72 CAEDF0000069424 1/2 - 1 Mile SW
J71 CAEDF0000006551 1/2 - 1 Mile WNW
K70 CAEDF0000109451 1/2 - 1 Mile SW
K69 CAEDF0000042666 1/2 - 1 Mile SW
K68 CAEDF0000104365 1/2 - 1 Mile SSW
J67 CAEDF0000101025 1/2 - 1 Mile WNW
J66 CAEDF0000052163 1/2 - 1 Mile WNW
K65 CAEDF0000034301 1/2 - 1 Mile SW
J64 CAEDF0000117944 1/2 - 1 Mile WNW
K63 CAEDF0000074976 1/2 - 1 Mile SSW
J62 CAEDF0000100042 1/2 - 1 Mile WNW
L61 CAEDF0000021375 1/2 - 1 Mile NW
L60 CAEDF0000099776 1/2 - 1 Mile NW
J59 CAEDF0000134270 1/2 - 1 Mile WNW
K58 CAEDF0000058938 1/2 - 1 Mile SW
K57 CAEDF0000097166 1/2 - 1 Mile SSW
J56 CAEDF0000046659 1/2 - 1 Mile WNW
J55 CAEDF0000131320 1/2 - 1 Mile WNW

STATE DATABASE WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 8 0 0
400
600
1 0 0 0
1000
800
8 400
400
400
600
600
5 0 0
7 00
1 1 0 0
1100
900
700
500
CA
PHYSICAL SETTING SOURCE MAP - 7126896.2s
(HD)
Public Water Supply Wells
Cluster of Multiple Icons
Earthquake epicenter, Richter 5 or greater
Water Wells
Closest Hydrogeological Data
Oil, gas or related wells
©
©
SITE NAME: 10990 WOODSIDE AVE N CLIENT: Hazard Management Consulting ADDRESS: 10990 WOODSIDE AVE N
SANTEE CA 92071
CONTACT:

INQUIRY#:

Troy Taylor
7126896.2s
LAT/LONG: 32.848148/116.959312 DATE: September 22, 2022 6:16 pm Copyright <0 2022 EDR, Inc. @2015 TomTom Rei. 2015.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
1 SE
1/8 - 1/4 Mile
Higher
Click here for full text details CA WELLS CADWR0000036226 2 SW
1/8 - 1/4 Mile
Higher
Click here for full text details CA WELLS CADWR0000007719 A3
East
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000077896 B4
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000003377 A5
East
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000016265 B6
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000007537 B7
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000123642 B8
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000050691 Page: 1
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
B9
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000078606 C10
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000106460 C11
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000119738 C12
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000007982 C13
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000098574 C14
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000068205 C15
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000110340 C16
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000127681 C17
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000084668 Page: 2
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
C18
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000057738 C19
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000017481 C20
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000074240 C21
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000088824 C22
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000109541 C23
ENE
1/4 - 1/2 Mile
Higher
Click here for full text details CA WELLS CAEDF0000044216 C24
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000088474 C25
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000071163 C26
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000007834 Page: 3
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
C27
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000129930 D28
West
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAUSGSN00003066 D29
West
1/2 - 1 Mile
Lower
Click here for full text details FED USGS USGS40000129916 30 SW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADWR0000002796 E31
WSW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADWR0000024386 E32
WSW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADWR0000018735 E33
WSW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADWR0000018644 F34
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADWR0000003227 F35
ENE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADWR0000004260 Page: 4
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
G36
WNW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADWR0000001600 G37
WNW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADWR0000008714 H38
West
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000106144 H39
West
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000019468 H40
West
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000031787 H41
West
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000113145 H42
West
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000089199 43 WSW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADWR0000007857 I44
NW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAUSGSN00015577 Page: 5
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
H45
West
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000060710 I46
NW
1/2 - 1 Mile
Higher
Click here for full text details FED USGS USGS40000129937 H47
West
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000093974 H48
West
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000031702 49 SSW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADWR0000004413 J50
WNW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000093811 J51
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000120681 J52
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000083615 J53
WNW
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CAEDF0000106149 Page: 6
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
J54
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000116998 J55
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000131320 J56
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000046659 K57
SSW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000097166 K58
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000058938 J59
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000134270 L60
NW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000099776 L61
NW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000021375 J62
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000100042 Page: 7
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
K63
SSW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000074976 J64
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000117944 K65
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000034301 J66
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000052163 J67
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000101025 K68
SSW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000104365 K69
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000042666 K70
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000109451 J71
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000006551 Page: 8
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
K72
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000069424 K73
SSW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000099868 K74
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000060825 K75
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000081592 K76
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000106266 K77
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000030745 L78
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000052018 K79
SSW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000087777 K80
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000064558 Page: 9
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
J81
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000065356 K82
SSW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000038778 K83
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000114839 K84
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000107258 K85
SSW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000067998 J86
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000033499 K87
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000115246 K88
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000092105 K89
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000131478 Page: 10
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
K90
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000100627 L91
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000120551 K92
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000115243 K93
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000084373 M94
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADWR0000023171 M95
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADWR0000019673 M96
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADWR0000014893 M97
SW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADWR0000026129 98 West
1/2 - 1 Mile
Lower
Click here for full text details CA WELLS CADWR0000003997 Page: 11
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
99 NNE
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CADWR0000012524 N100
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000060239 N101
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000014109 N102
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000078820 N103
WNW
1/2 - 1 Mile
Higher
Click here for full text details CA WELLS CAEDF0000104776 Page: 12
Basement Not Reported Not Reported Not Reported Not Reported Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Living Area - 1st Floor -0.100 pCi/L 100% 0% 0%
Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Number of sites tested: 1
Federal Area Radon Information for Zip Code: 92071
: Zone 3 indoor average level < 2 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.

Note: Zone 1 indoor average level > 4 pCi/L.

Federal EPA Radon Zone for SAN DIEGO County: 3
92071 27 2
______ ________ ________
Zipcode Num Tests > 4 pCi/L
Radon Test Results
State Database: CA Radon

AREA RADON INFORMATION

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
®
TC7126896.2s Page 13
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.

TOPOGRAPHIC INFORMATION
USGS 7.5’ Digital Elevation Model (DEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection.

Source: U.S. Geological Survey

HYDROLOGIC INFORMATION
Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.

Source: FEMA
Telephone: 877-336-2627
Date of Government Version: 2003, 2015
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.

State Wetlands Data: Wetland Inventory
Source: Department of Fish and Wildlife
Telephone: 916-445-0411

HYDROGEOLOGIC INFORMATION
AQUIFLOW Information System R
Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information.

GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).

STATSGO: State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.

SSURGO: Soil Survey Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management.

TC7126896.2s Page PSGR-1

PHYSICAL SETTING SOURCE RECORDS SEARCHED

LOCAL / REGIONAL WATER AGENCY RECORDS

FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.

PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).

USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.

OTHER STATE DATABASE INFORMATION
Groundwater Ambient Monitoring & Assessment Program
State Water Resources Control Board
Telephone: 916-341-5577
The GAMA Program is Californias comprehensive groundwater quality monitoring program. GAMA collects data by testing the untreated, raw water in different types of wells for naturally-occurring and man-made chemicals. The GAMA data includes Domestic, Monitoring and Municipal well types from the following sources, Department of Water Resources, Department of Heath Services, EDF, Agricultural Lands, Lawrence Livermore National Laboratory, Department of Pesticide Regulation, United States Geological Survey, Groundwater Ambient Monitoring and Assessment Program and Local Groundwater Projects.

Water Well Database
Source: Department of Water Resources
Telephone: 916-651-9648
California Drinking Water Quality Database
Source: Department of Public Health
Telephone: 916-324-2319
The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information.

California Oil and Gas Well Locations
Source: Dept of Conservation, Geologic Energy Management Division Telephone: 916-323-1779
Oil and Gas well locations in the state.

California Earthquake Fault Lines
Source: California Division of Mines and Geology
The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.

RADON
State Database: CA Radon
Source: Department of Public Health
Telephone: 916-210-8558
Radon Database for California
TC7126896.2s Page PSGR-2

PHYSICAL SETTING SOURCE RECORDS SEARCHED
Area Radon Information
Source: USGS
Telephone: 703-356-4020
The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.

The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions.

EPA Radon Zones
Source: EPA
Telephone: 703-356-4020
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels.

OTHER
Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656
Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.

STREET AND ADDRESS INFORMATION
Â© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.

TC7126896.2s Page PSGR-3

PHYSICAL SETTING SOURCE RECORDS SEARCHED

APPENDIX C
Site:

HMC
HAZARD MI\N~EM£l'tT CC•Hil.11..Tl>i

ESA USER QUESTIONNAIRE
Phase I Environmental Site Assessment
ASTM Standard 1527-05
In order to qualify for one of the Landowner Liability Protections (LLPs)35 offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2001 (the "Brownfields Amendments"), 36 the user1 must provide the following information (if available) to the environmental professional. Failure to provide this information could result in a determination that "all appropriate inquiry' is not complete. (Note: double-click boxes to check or uncheck)
(1) Are you aware of any environmental cleanup liens against the Site that are filed or recorded under federal, tribal, state or local law?
~ No D Yes (if yes, please describe)
(2) Are you aware of any Activity and Use Limitations (AULs), such as engineering controls, land use restrictions or institutional controls that are in place at the Site and/or have been filed or recorded in a registry under federal, tribal, state or local law? ~ No D Yes (if yes, please describe)
(3) As the user of this ESA do you have any specialized knowledge or experience related to the Site or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the Site or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business?
D Yes (if yes, please describe)
1 A User as defined in ASTM 1527-05 is the party seeking to use Practice E 1527 to complete an environmental site assessment of the property. A user may include, without limitation, a potential purchaser of the property, a potential tenant of property, an owner of property, a lender, or a property manager. The User ha specific obligations for completing a successful application of this process as outlined in Section 6 of this standard.
211 W. Avenida Cordoba, Suite 200 San Clemente, CA 92672 tel 949/361/3902 fax 949/361/3697 www.hmcinc.biz [email protected] User Questionnaire

Page 2 ends

(4) Does the purchase price being paid for this Site reasonably reflect the fair market value of the Site? If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the Site?
□ No Is.( Yes (if yes, please describe)
Yes is checked in response to the first question. Yes, we believe that the purchase price reasonably reflects the fair market value.
(5) Are you aware of commonly known or reasonably ascertainable information about the Site that would help the environmental professional to identify conditions indicative of releases or threatened releases? For example, as user, (a.) Do you know the past uses of the Site?
M' No D Yes (if yes, please describe)
(b.) Do you know of specific chemicals that are present or once were present at the Site?
~ No D Yes (if yes, please describe)
( c.) Do you know of spills or other chemical releases that have taken place at the Site?
M' No D Yes (if yes, please describe)
(d.) Do you know of any environmental cleanups that have taken place at the Site?
~ No D Yes (if yes, please describe)
(6) As the user of this ESA, based on your knowledge and experience related to the Site are there any obvious indicators that point to the presence or likely presence of contamination at the Site?
D Yes (if yes, please describe)
User Questionnaire

Page 3 ends

Additional Information
This information is intended to assist the environmental professional conducting the ESA, but is not necessarily required to qualify for one of the LLPs. The information includes:
(a) Why is the Phase I being conducted?
Due diligence for property acquisition.
(b) What is the type of property and type of property transaction, for example, sale, purchase, exchange, etc. ?
Purchase.
(c) What is the complete and correct address for the Site (a map or other documentation showing Site location and boundaries is helpful),
10990 N Woodside Ave, Santee, CA 92071
APN 381-070-52-00
See APN map on last page
(d) the scope of services desired for the Phase I (including whether any parties to the property transaction may have a required standard scope of services on whether any considerations beyond the requirements of Practice E 1527 are to be considered), Per contract dated 9/20/22
(e) Please identify all parties who will rely on the Phase I report.

North Palisade Partners, LLC; North Palisade Opco, LLC; and affiliated entities. Future ownership entity, lenders, equity investors, regulatory authorities, other parties with interest in the Site (f) Please identify the Site contact and how the contact can be reached, Unknown, see owner's questionnaire.
(g) Please indicate any other knowledge or experience with the Site that may be pertinent to the environmental professional (for example, copies of any available prior environmental site assessment reports, documents, correspondence, etc., concerning the Site and its environmental condition) and any environmental permits such as air quality management district, stormwater, wastewater, underground storage tanks or aboveground tanks.

None
(g) Can you provide a recent Chain of Title report for the Site? Title report in progress, will provide upon receipt.

User Questionnaire
Page4
This questionnaire was completed by:

Name: William Jacobs
Signature:

Title: Agent
Digitally signed by William Jacobs
DN: C, US,
E• [email protected],
O=North Palisade Partners, CN=William
Jacobs
Date: 2022.09.26 17:21 :24-07'00'
Date: 9/26/22
Please describe the length of and nature of your experience/knowledge of the Site.

Working on zoning analysis for about four weeks. No other knowledge.

SITE PLAN:

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GARY W. ERBECK

DIRECTOR DEPARTMENT OF ENVIRONMENTAL HEALTH

LAND AND WATER QUALITY DIVISION
P.O. BOX 129261, SAN DIEGO, CA 92112-9261
619-3 3 8-2222/FAX 619-33 8-231 5/ 1-8 00-2 53-9933
www.sdcounty.ca.gov/deh/lwq

PAST DUE NOTICE
July 3, 2008
ANDREW T. GUATELLI

GEOSOILS CONSULTANTS INC
6634 VALJEAN AVE
VAN NUYS, CA 91406

JACK MILLER

ASSISTANT DIRECTOR
PERMIT: LMON-105332 --APPROVED: December 4, 2007 -- EXPIRED: April 2, 2008 10900 WOODSIDE AVENUE, SANTEE, CA 92071
The Department of Environmental Health (DEH), Monitoring Well Program has no record of receiving a report for work completed under this permit as required by San Diego County Code, Section 67.447.

A complete and accurate well/boring report must be submitted within sixty days of completing the work covered by the permit. This requirement was stated as a condition on the penmit. Submit the Sixty-Day report to the Well Permit Desk at the address shown above by July 18, 2008.

A checklist is enclosed to assist you in providing the data that must be included in a complete report.

Please be advised that incomplete reports will be returned.

Please contact the Well Permit Desk at (619) 338-2339 if you wish to discuss this letter.

Thank you for your cooperation.

Sincerely,
Marisue Crystal, Environmental Health Technician
Monitoring Well Program
Site Assessment and Mitigation Program
Enclosure
cc: SUSAN FORTE BOYD, FORTE FAMILY LIMITED PARTNERSHIP
TESTAMERICA DRILLING CORP DBA: WEST HAZMAT DRILLING
"Environmental and public health through leadership, partnership and science" • MIT #LMON105332
A.P.N. # 381-070-52-00
EST# NONE

COUNTY OF SAN DIEGO

DEPARTMENT OF ENVIRONMENTAL HEALTH

LAND AND WATER QUALITY DIVISION

MONITORING WELL PROGRAM

GEOTECHNICAL BORING CONSTRUCTION PERMIT
SITE NAME: SANTEE DRIVE-IN
SITE ADDRESS: 10900 WOODSIDE AVE., SANTEE 92071
PERMIT FOR: 5 GEOTECHNICAL BORINGS
PERMIT APPROVAL DATE: 12/04/2007
PERMIT EXPIRES ON: 03/24/2008
RESPONSIBLE PARTY: FORTE FAMILY LTD
PERMIT CONDITIONS:

1. All borings must be sealed from the bottom of the boring to the ground surface with an approved sealing material as specified in California Well Standards Bulletin 74-90, Part 111, Section 19.D. Drill cuttings are not an acceptable fill material.

2. All borings must be properly destroyed within 24 hours of drilling.

3. Placement of any sealing material at a depth greater than 30 feet must be done using the tremie method.

4. This work is not connected to any known unauthorized release of hazardous substances. Any contamination found in the course of drilling and sampling must be reported to DEH. All water and soil resulting from the activities covered by this permit must be managed, stored and disposed of as specified in the SAM Manual in Section 5, II, E- 4. (http://www.sdcounty.ca.gov/deh/lwg/sam/manual guidelines.html). In addition, drill cuttings must be properly handled and disposed in compliance with the Stormwater Best Management Practices of the local jurisdiction.

5. Within 60 days of completing work, submit a well/boring construction report, including all well and/or boring logs and laboratory data to the Well Permit Desk. This report must include all items required by the SAM Manual, Section 5, Pages 6 & 7.

6. This office must be given 48-hour notice of any drilling activity on this site and advanced notification of drilling cancellation. Please contact the Well Permit Desk at 619) 338-2339.

APPROVED BY: 7,-?C~-- DATE: 12/04/2007

VER NICATAON-HITCHNER
Nor1F1Eo: ..Q.ma&ed 1&.j4j'E!i
DEH:SAM-9075 (4/03)
71r,'5337-
l
©)~~~[f£ ,.
jff ij. OFFICE USE ONLY
PERMIT APPLICA it:INNOV 2 0 2007 ~· PERMIT LMON #_~~--
GROUNDWAT SAM CASEY@# A,)_I)~
AND VADOSE MONITO NMENTAL HEAL TH DATE RECEIVED: ti.{2bfi7 AND EXPLORATORY OR TEST BORINGS FEE PAID: .J#dfl, •IT) CHECK# js'..?)f/'/, /i)M(. ~l'f l-1=1t1R£O ~,t.Tl'1(1t.S'~P ~-----------~
;.)f,/S';fN • ~ ~
A. RESPONSIBLE PARTY~ - ,ooyo E-mail--~~-~~~~---
(The pe11.on, persons, or company responsible for the construction, maintenance, and destruction of the proposed borings and/or wells.) Mailing Address 33'-2 I f/oi.:rz. llr:LL City lM"" /6z.;<JT State C.4 Zip 921,, ZCf Contact Person ,Q,f/2c' f:DA.Tf lsoyo Phone(<t"fJ)\18/-8S'D2. Ext. ___ Falll<J<fajYB/-.R<i,, B. SITE ASSESSMENT PROJECT NUMBER- IF APPLICABLE#
C. CONSULTING FIRM---->Q;..,.~=@~U: ....... ,,..;r;="'='~-------- Mailing Address >I'-(1 f'AUMf:/t. G,c)A'I, S.,~ Q City _C,"'""'t'l.:..:..,,C.S,.;M'-=-"Oec_ __ State CB Zip ~Zo/ ,o A 1 ' ijj'ji/P7 Registered Professional 1-ltJl>t'-~""7.t::wrrf:ur Registration# L/~·:rJ';i" (RG,~EG, PG) E-mail '!g_~/ J; ~~N~i'nc• c..c>HI Circle if applicable Contact P€rson A .. o,ii,;h,Ar,:~,iµ,,,.,., Bot:Hi!lt~ Phone l 'two) ':!:SB-lltr" Ext. ___ Fax(h,ofl::>1-oc I!;" D. DRILLING COMPANY 11ST /ltf<U.zot De'l:uhdt,- (011-f. C57# ~8~/~"l~S:~'f8~----- Contact Name ef,i,vll£( l'-{.c,r.,iwEz, E-mail 11141«,Ylltf.Z.@tts:fa,.,v,u ;,.c.~ MailingAddress z:eeB OTllf,llo A,rt. City wD~ State (,4 Zip 'fZ//( Phone (B58) 'ft'1..ff(.s"( Ext.__ Fa,(,Si;S) 49/o ~ q~se E. CONSTRUCTION INFORMATION

TYPE OF WELLS/

BORINGS TO BE

CONSTRUCTED
#
D Groundwater
D Vadose
~ Boring
D Other

NUMBER OF WELLS

TO BE DESTROYED
D

MATERIALS TO BE USED
CASING
Not Applicable __
Type _____ _
Gauge ____ _
Diameter ___ _
Well Screen Size
Filter Pack ___ _

SEAUBORING

BACKFILL
D Neat Cement
l)Q Cement & Bentonite
tJ Sand-Cement
D Bentonite I
Other/ , c.l'"(S
'3-...- ~
Borehole diametei8""IN<M
Drilling Method
IB/luger
tJ Mud Rotary
D Percussion
D Air Rotary
D Other

PROPOSED CONSTRUCTION
Estimated groundwater depth: ._to ft.

Estimated depth of boring loo ft.

Concrete !! to ~
surface seal
Annular seal to -- --
Bentonite ....:!,._ to loo
transition seal
Filter Pack --to --
Perforation to -- --
NOTE:

Attach a well construction diagram
for wells with multiple completions
I agree to comply with the requirements of the current Site Assessment and Mitigation Manual, and with all ordinances and laws of the County of San Diego and the State of California pertaining to well/boring construction and destruction.

DRILLER'S SIGNATURE ---~-'---=--',T=::......1,..-.._,...-"-/ _______ DATE --~" /~1~1.'-'J~o~'t~--- ~ Within 60 days of completion, I will furnish the Morn onng Well Permit Desk with a complete and accurate well/boring log. I will certify the design and construction Jrestruction of the well/borings in accordance with the permit application.

RG1RcE1cEG sIGNATURE _ ~(I r1~, DATE /, ~ r.. lo rDEH:SAM-9060NI (Rev. 07/07) 7 /(__/Y I ' • I
/ . Page 1 of5 County of San Diego
Department of Environmental Health
• •
F. SITE INFORMATION
..

1. ASSESSOR'S PARCEL NUMBER 38 I;. 0 =le, --S 2-
SiteName .9,,.n£t P1t.:Z:i'£-:r,.J
Site Address _ . ·•· .. - • ,.,oli' I O"IOO t.Ji)oot, ,.,.. o // t'£, • City • S},,.n-e:£ •. Zip 9zo":fl .. ..

PROPERTYOWNER -JIJS'dAI fiL~ &wJ F,,,,,,: htt-r£ /'ll-iu1 _ &,.,,~r£" /l,ar.ic,cst¢e
Phone • tf.'1"'1llf8t-8s-o-z.. Ext. _ Fax l 'l'f'} 't81-8~0Z-- Mailing Address -rt~~/ /foL:r-z. HrtL • City .JYl,<14 f6~,.,T State CA Zip 9Z•Zfi iJo,e.z,JU .iibu~
NUMBER or WELLS s;- TYPE'OF "lfElLS HoLu,v) ~Sro,, Ar1~ ,4NO CPr . .

2. ASSESSOR'S PARCEL NUMBER
Site Name
Site Address City Zip

PROPERTY OWNER
Phone Ext. Fax
Mailing Address City State Zip

NUMBER OF WELLS TYPE OF WELLS
. .•

3. ASSESSOR'S:PARCELNUMBER . .

SiteName . . -
Site Address City . Zip • ... . .

PROPERTY OWNER .
-
Phone . Ext . Fax ..

Mailing Address City . State Zip
NUMBER OF WELLS TYPE OF,WELl:.S

4. ASSESSOR'S PARCEL NUMBER
Site Name
Site Address City Zip

PROPERTY OWNER
Phone Ext. Fax
Mailing Address City State Zip

NUMBER OF WELLS TYPE OF WELLS
DEH:SAM-9060NI (Rev. 07/07) Page 2 of5 County of San Diego Department of Environmental Health
• •
G. FEES (in effect beginning July 1, 2007, through June 30, 2008) -- - - -- -_ - - ACTIVITY. FEE SCHEDULE - -
Permit for Well Installations Only
(Groundwater Monitoring Wells; Vadose,
$186.00 for the first monitoring well .........

Vapor Extraction Wells)
Permit for Well Maintenance $100.00 for first well mainlenance inspection Inspection
!Valid for three vearsl - -- ".$160.00 for,each additional well installation .. EachAdditional"New•Well• X - - - - - f $30,00 for each addition_al well maintenance" X ;,inspection - - - - " ·,i, ....... ~ .......................................

Permit for Borings Only $186.00 for the first boring ..................... I X (CPT's, Hydropunch, Geoprobes, $50.00 for each additional boring ............ ,,. X Temporary Well Points, etc.)
- -
Permit for -$186.00 foLthe first destruction ............... X - - Well.Destructions Only, -- • $.120.00 for"each additiorial,destruction ... - X Permit for any Combination of The first activity will be $186.00 - X Well Installations, Borings, &
Destructions Additional activities will be as follows:
(except UST backfill permit)
$160.00 for each additional well ............... - X
$100.00 for first well maintenance inspection - X
$ 30.00 for each additional well maintenance - X
inspection
$120.00 for each well destruction - X
$ 50.00 for each additional boring - X
......................
~emilt for Underground0Storage $320.00. Timk Monitoring Systenriri• (Fl~tFee)· • Backfill • - (i.e.,Enhanced_Leak.DetectionD -
- - •- - - - -

TOTAL COST OF PERMIT
DEH:SAM-9060NI (Rev. 07/07) Page 3 of 5
-AMOUNT
$186.00
$100.00
"$160.00
$30.00
$186.00 1e1P.oo
$50.00 Z.Oo, oo
$186.00
$120.00
$186.00
$160.00
$100.00
$ 30.00
$120.00
$ 50.00
$
® E, .t>O
County of San Diego
Department of Environmental Health
H.
• •
QUESTIONNAIRE: Please answer all applicable questions completely. For well destructions, complete only #1 below and submit any required supportive documentation.

1. If wells are to be destroyed, provide a description of method of destruction ~M_,,_0_/l~-~A!'.~~"~""~€~t.~tS=-- ll ,t..C To Bf'. .D-£Sr,e..o vr c,
•

2. What is the purpose of the well/boring investigation? D a. Part of an ongoing site assessment case in which DEH or another government regulator is the lead agency.

D b. Part of a Phase I investigation for property ownership transfer or: ____________ _ ~ c. Geotechnical investigation for proposed construction, land stabilization or:
0 d. Other: ____________________________ _

3. What procedures will be used to prevent the well~om providing an avenue to contamination during construction?
/34clc.PZ:£l /,,)~TH &,,,11>~T£ ~01/7 ,'f,..,D OtL-Cll~PS. ,,.,,.o ~vz:OC :?-r;;-or 7Hz.c1:,_ (D,-J~t:71 S?At 4r "lll£ Su~FRcC /t. S.4"'1 /11.4#114L 4o.,,~L£M<T,.,T!

4. What fie~ procedures will be utilized to detennine if contamination exists? f'Nys~c"I<- 06$Elt-.J-'ru,.;~ (i:,z:S"<:o,co,.,qrz.o,.., oF-.!'oz:,_ ,v,-,o oc,o,c._)

5. What procedures will be used to determine whether samples will be sent for laboratory testing or archiving? IV'1111£ ~po$'f.6>, HPwf..Jf.r>- -r,: g'l_u:c;P-<. S=,.,:s. oF (0,,71:,,0gJ'/~7:z:c,J M£ 0£T('CT'EJ, 77(~ ~JSU"->tof't. oP t,Ja,t.,r.. .,.,,:u CC Rc-€v1ttul9r~e> ,-.z.r,., "Tl¥C C'<z-LA/r

6. What constituents will be monitored and tested (Include EPA Laboratory Test Methods to be used)? A/ow(. 1?11.-0(P&>S"'f.p. Src #S7. How will samples be transported and preserved? ----'-~-,<c.c'.,:}"------------------

8. What sampling methods will be used? Mooc-F-c(O Ut--cF,,M"T.4 ,}4Mfl'flL ,4,,J;, STAN D4~ A,.,~ 712-()Mr:rc.,e... 9. Are you proposing a variation from the methods and/or procedures presented in the requirements for the construction or destruction of Vadose and Groundwater Monitoring Wells (Current SAM Manual Requirements)? If yes, specify these variations and include a well construction diagram and all required supporting documentation. Refer to the SAM Manual Appendix B for monitoring well guidelines (http://Www/sdcounty.ca.gov/dehnwg/sam/monitoring well.html). :Yes D No~ /J,,, /11 o ,-,z; Tl!,,._~,._,'- u f.", s 11-,,t!. £ P.u:,e:,s:" a

10. Are you proposing a variation in drilling and destruction of soil borings from the methods and/or procedures specified in th;_,furrent SAM manual? If yes, specify these variations and include a destruction diagram.

Yes □ No~

11. What procedures will be used to ensure that the drilling equipment will introduce no contamination? ,,,s /:);e.rc., r.. 11t ~ d f;,,_ /'wro t,11~ s
Adt.fl'- rol'- Co,.,T71Mt,,,,...,r;s_ ,/:)qllz,,JC,.(,:JZ:tCAJt:rrCoM/llf",-Jr; TFCi,,n,qmZ:,,A,ns JaS"r

12. What methods will be used to clean sampling equipment? ,Alo P£e,:,,vT,!f/AA14-J,,.r6<:J,v -z=.--s e,,q.,.,Nl!D (S~4- # /oJ l,),.,'-l'SS &ysc;c::.,,c... .G-G-,., s- of' t"'o,ur11M3,vArk.J ~.££ 0£Tt:c7t:o

13. What cleaning method will be used to clean casing and screen prior to installation? ~s 1\4, r /2.r~o
DEH:SAM-9060NI (Rev. 07/07) Page 4 of 5 County of San Diego Department of Environmental Health
• •

14. A property owner consent agreement is required for all applications, except for onsite, open LOP/SAM site assessment cases, Caltrans properties and military properties. If a consent agreement is required, how has the property owner been notified of the proposed work?
A . .%J The attached Property Owner Consent fonm. ~A Fii1' B. D The attached consent agreement between the responsible party and the property owner with a cover letter signed by the registered professional who signed the penmit application.

DEH:SAM-9060NI (Rev. 07/07) Page 5 of 5 County of San Diego Department of Environmental Health
. ··- --· •
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--
BLK
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® ' , .... N;. • /!,·/ ,,,.c;:
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1001.)0J. ... l'lll&lOT .. IW'f'I.D "l'OI AsuS111t11r MPOSl~- ONLY.

MAP 159'1 • STEVENS & HARTLEYS Al.FALFA LANDS RESUB LOTS 1·19 • POR.

MAP 817 • RANOIO EL CA.JOit LOTS H & 0 • POR Ill.XS I & 5 ROS 11770 , 12197
•
. il/16/2007 07:46 619-463-8404
t10:::,a.
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~ 111,•wor1Wn. c1T~111M.n. I.MO,,. ... ...,,..._
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PAGE 02
Pt.GE 03
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ft ( J ---lla1cial Nu •• , (AIIIII»•
31J1-h~o -.rz.
-
' ........

I"'
•
5741 Palmer Way
County of San Diego
•
Geotechnical • Geologic • Coastal • Environmental
Carlsbad, California 92010 • (760) 438-3155 • FAX (760) 931-0915 July 11, 2008
W.O. 5573-A-SC
Department of Environmental Health
Land and Water Quality Division
P.O. Box 129261
San Diego, California 92112-9261
Attention:

Subject:

Ms. Marisue Crystal
Geotechnical Boring Log Submission, Permit No. LMON105332, 10990 North Woodside Avenue, APN 310-070-52-00, City of Santee, San Diego County, California
Dear Ms. Crystal:

In accordance with criteria presented in the San Diego County, Site Assessment and Mitigation Program (SAM) Manual, GeoSoils, Inc. (GSI), is submitting our geotechnical boring logs (attached) for subsurface exploration completed at the subject site on December 12 and 18, 2008, under the purview of DEH Permit No. LMON105332. One (1) hollow-stem auger boring and four (4) cone penetration tests (CPTs) were performed. The hollow-stem auger diameter was 8 inches. The CPT diameter was 1.75 inches. No petroleum odors nor soil staining were encountered in our borings. Accordingly, no chemical laboratory analyses were performed. Groundwater was encountered in all borings at an approximate depth of 24 feet below the surface. The approximate locations of the borings are shown on the Boring Location Map (see the attached Figure 1 ).

Boring B-1 was backfilled with approximately 3 cubic yards of bentonite grout. Cone Penetration Test CPT-1 was backfilled with approximately 0.14 cubic yards of bentonite chips. Cone Penetration Test CPT-2 was backfilled with approximately 0.12 cubic yards of bentonite chips. Cone Penetration Test CPT-3 was backfilled with approximately

0.13 cubic yards of bentonite chips, and Cone Penetration Test CPT-4 was backfilled with approximately 0.14 cubic yards of bentonite chips. The boring and CPT destruction was completed in general accordance with Department of Water Resources Bulletin 74-90. • •
If you should have any questions, please do not hesitate to contact our office.

Respectfully submitted,
GeoSoils, Inc.
~~a.c.<.-t?-
Ryan Boehmer
Project Geologist
RB/ATG/JPF/jh
Attachments: Driller's Signature
Figure 1 - Boring Location Map
Boring and Cone Penetration Test Logs 8-1 and CPT-1 through CPT-4 Distribution: (1) Addressee (wet signed)
County of San Diego
10990 N. Woodside Ave., APN 310-070-52-00
File:~;\wp9\5500\5573a.gbl
GeoSoils, Inc.

W.O. 5573-A-SC
July 11, 2008

Page 2 ends

BORING- • LOCF\TioN MAP •
Pe /lfl'lZ -r No. Ll"Jotv /o5 332

LEGE NI)
+ B-1 - A1>fro1;..,_+,,_ L.,..,,.~;.,_ ,£'
1-i.tl,..,-::;;,,.,.. o.""¥-r .b,,,;,,--, -tfr C?r·'-1 • App,.,..;"""-+c,_ '!'.o~·o.-. ;:;-+' C.,._ Pe={,,,Jion Test (Cl'T)
GeoSoils, Inc.
0 , I": 300
c:::. ......... I) C: '
·UNIFIED SOIL CLASSIFI ION SYSTEM CONSIS*Y OR RELATIVE DENSITY Major Divisions Group Typical Names CRITERIA Symbols
GW We/I-graded gravels and gravelsand mixtures, little or no fines Standard PenetraUon Test " C ,!e ili .. " - C 1j; .!!2~ Poorly graded gravels and Penetration " oo..- (J - ili rn~Uci
C!l GP gravel-sand mixtures, little or no Resistance N Relative ,; 1 ~: z fines (blows/fl) Density 0
0 i!! 0 $ § N
~o C!l i!; :a al m .c GM Silty gravels gravel-sand-silt 0-4 Very loose oz 0 C mixtures lO U -- iu :!: en C
'O 0 ~ ci ~ 4-10 Loose
~ 'O GC Clayey gravels, gravel-sand-clay
I~ .5 mixtures 10-30 Medium C!l .. • 16 " - Well-graded sands and gravelly ~;,. SW 30-50 Dense 8g - " :a -:l sands, little or no fines
(J C O Ci) a, C > 50 Very dense i!; 0 - - .. .. ·-"' (Jen = a, lO ~ -v: SP Poorly graded sands and " "C C ,I::- 0 gravelly sands, little or no fines 0 ~cua,z ::; (/)=~d) " .. ., SM Silty sands, sand-silt mixtures - 0"' ~ .c Cl) 0 " ::! E o. C -~ ~ J.l ~ u: Clayey sands, sand-day SC mixtures Inorganic silts, very fine sands, Slandard PenetraUon Test ML rock flour, silty or clayey fine
sands m
" a;-.-::: ~ Unconfined
ili u~~ Inorganic clays of low to Penetration Compressive ,; "C "C 0 CL medium plasticity, gravefly days, Resistance N Strength .. ~ :a i;,. sandy cla'/S, silty days, lean (blows/II) Consistencv (tons/It') ci . ~:.:i ~ clays en
en~
Organic silts and organic silty <2 Very Soft <0.25 'O 0 mm OL .s m clays of low plasticity
I!' .. 2-4 Soft 0.25- .050
C!l C.
4) ~ Inorganic silts, micaceous or 4-8 Medium 0.50- 1.00 -~ 0 ;,. MH diatomacaous fine sands or silts, u. E ~ >, 0 elastic silts 0 .!! ·E ll) 8-15 Sliff 1.00-2.00
;,. u= ~
0 -g Inorganic clays of high plasticity. :E .s CH "' .. ~ - fa1 clays 15-30 Very S1iff 2.00-4.00 .,. " ~ ::J m en C, Organic days of medium to high >30 Hard >4.00
OH plasticity
Highly Organic Soils PT Peat. mucic, and other highly
organic soils
3' 3/4" #4 #10 #40 #200 U.S. Standard Sieve
Unified Soil Gravel Sand Silt or Clay
aassification Cobbles
coarse I fine coarse I medium I fine

MOISTURE CONDITIONS MATERIAL QUANTITY OTHER SYMBOLS
Dry Absence of moisture: dusty, dry to the touch trace 0-5% C Core Sample Slightly Mois1 Below optimum moisture content for compaction few 5-10 % s SPTSample Moist Near optimum moisture content little 10-25 % B Bulk Sample Very Mois1 Above optimum moisture content some 25-45% 'f' Groundwater Wet Visible free water; below water table Op Pocket Penetrometer BASIC LOG FORMAT:

Group name, Group symbol, (grain size), color, moisture, consistency or relative density. Additional comments: cxlor, presence of roots, mica, gypsum, coarse grained partides, etc.

EXAMPLE:

Sand (SP), fine to medium grained, brown, moist, loose, trace silt, little fine gravel, few cobbles up to 4• in size, some hair roots and rootlets.

File:Mgr. c;\SoilClasstt.wpd PLATE B-1
~
t
m
Cl
•
GeoSoils, Inc.

PROJECT: ZC CAPITAL PARTNERS, LLC
APN 381-070-52-00
Sample
13 0 !!;
" .Q
€
m >, E ~
~ ~ CJ) c CJ) :::, ~ " ~ u
'S ~ 0 CJ) ~ "' :::, iii :::, Cl
l
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•

BORING LOG
BORING B-1

DATE EXCAVATED
W.O. __ 5~5_7~3-_A~-S~C-----1
SHEET:_1_ OF~
12-12-07
SAMPLE McTHOD: Modified California Sampler and Standard Penetration Test Approx. Elevation: -360' MSL
m
~
Standard Penetration Test
Undisturbed, Ring Sample
:SZ Groundwater
Description of Material
moist loose.

FICIAL FILL:
@ 3/8' S w minor IL T, gray, dry, loose; fine to medium grained.
s-t---J=!--c--+,,;;=+-=;;-+=---+=-;;--mi+----;;;=====-====------------------j 99.9 3.3 13.2 QUATERNARY ALLUVIUM:
10 @ 5' SAND, gray to reddish brown, dry, loose; fine to coarse grained to SANDY SILT, mottled gray and reddish brown, moist, medium stiff; iron--0xide staining.
@ 10' lnterbedded SAND and SANDY SILT, grayish brown to brown, damp to moist, medium dense/very stiff.
15+---,=,J--=-+-=-+-~~-1---c~-+-~--Lj-~~=~=-~~~=~--~-~~~~-~----------, 31 SP 92.4 1.2 24.1 @15'SANDw/minorSILT,gray,dry,mediumdense;fine 20 29
25 93.9 31.6 100
APN 381-070-52-00
grained.
@ 20' SAND w/minor SILT, gray, moist, medium dense; fine grained.
@ 24' Groundwater Encountered.
@25' SANDY CLAY, brown, saturated, stiff to SAND, gray
saturated, medium dense; fine to coarse grained.

GeoSoils, Inc. PLATE B-2
-
s
,g_
m
0 •
GeoSoils, Inc.

PROJECT: ZC CAPITAL PARTNERS, LLC
APN 381-070-52-00
Sample
13 0
" .c ., E
e ~
~ = en 1a .. en "' '6 3 u ~ C 0 en ID ::, iii ::,
-9,
~ ~
I!! c ~ ::, 1a "' 0
0 :;;
I 26 SW
-
-
-
-
l
C
~
i"
ti
en
•

BORING LOG
BORING B-1

DATE EXCAVATED
W.O. 5573-A-SC
SHEET_2_ OF --2._
12-12--07
SAMPLE METHOD: Modified California Sampler and Standard Penetration Test m
m
Approx. Elevation: ~360' MSL
Standard Penetration Test
¥ Groundwater
Undisturbed, Ring Sample
Description of Material
@ 30' SAND w/minor SILT, gray, wet, medium dense; fine to coarse grained.
35-
~ 33 110.5 16.8 89.2 •••• @ 35' SAND, gray, wet, medium dense; fine to coarse grained. - 40 I 8
-
-
45- ~ 50-4"
-
-
-
50 -; 23/
50-5"
-
SM
~-
...,.,..
~-
.:.,,;..
·,.;,:-· .
. 0:
@ 40' SAND, gray, wet, medium dense; fine to coarse grained. @ 42' Gravels Encountered.
@ 45' No recovery (possibly due to gravel).

QUATERNARY FAN DEPOSITS (PLEISTOCENE):
@ 50' SIL TY SAND w/minor CLAY, reddish yellow to gray, wet, dense; trace rounded pebbles, moderately indurated, iron-oxide staining.
55 ~ 50-6" ~ @ 55' SIL TY SAND w/minor CLAY, reddish yellow to gray, wet, - :§§§ _,,- - dense; trace subangular to subrounded pebble- to cobble-sized l--l'"°'l--+--+------+---1----+'-'=·", clasts moderatelv indurated. iron-oxide stainino.

APN 381-070-52--00
Practical Refusal @ 56½'
Groundwater Encountered @ 24'
Heaving Sand Encountered @ 35'
Backfilled 12-12-2007
GeoSoils, Inc. PL.ATE B-3
r
:i::
f0..
w~
0~
20 40
50 60
0 GeoSoils Inc
Location Santee Drive Inn Operator MUJH
Job Number 5573-A-SC Cone Number DSG1047
Hole Number CPT-01 Date and Time 12/18/2007 8:48:19 AM
Water Table Deplh=-------------~24~.0~0~ft~------------ TIP
TSF 500 0

FRICTION
TSF

CPT DATA
Fs/Qt
%
■ 1 - sensitive fine grained ■ 4 - silty clay to clay ■ 7 - silty sand to sandy slit ■ 2 - organic material ■ 5 - clayey slit to silty clay ■ 8 - sand to silty sand 3- clay ■ 8 - sandy silt to clayey slit 9- sand
9 0
FIiename
GPS
Maximum Depth
Elevation
SPTN
SDF(497).cpt

57.91 ft
■ 10 - gravelly sand to sand
■ 11 - vary stiff fine grained (")
■ 12 - sand to clayey sand (")
0::
0 >
----' <t: w - :i:: 0..
0 w >-
en ai f-
20 I
15 GeoSoils Inc
Location Santee Drive Inn Operator MUJH
Job Number 5573-A-SC Cone Number DSG1047
Hole Number CPT-02 Date and Time 12/18/2007 9:48:33 AM
Water Table Depth~-----------~24~-~00~ft~------------
TIP
TSF 500 0

FRICTION
TSF

CPT DATA
Fa/Qt
%
Filename
GPS
Maximum Depth
Elevation
SPTN
SDF(498).cpt

47.24 ft
JOl---+--"+~-1--+-f----+-----t-+--+-l~>t-----+-+--+-f----+-----t-+--+-l~'>-l--t---+-+--+-+-----+--+-----j~-,--+---+-----j--4-----/--- 60 ■ 1 - sensitive fine grained ■ 4 - silly clay to clay ■ 7 - silty sand to sandy silt ■ 10 • gravelly sand to sand ■ 2 - organic matertal ■ 5 • clayey silt to ellly clay ■ 8 • sand to silty sand ■ 11 -vary stiff fine grained(") 3· clay ■ 6 • sandy silt to clayey silt 9· sand ■ 12 - sand to clayey sand (") a:
0 5
...I <( w - :r: D.. 0 w >-
en ID f-
I
tD.

LU- oS 0
a
I[
10 40
60 GeoSoils Inc
Location Santee Drive Inn Operator MUJH
Job Number 5573-A-SC Cone Number DSG1047
Hole Number CPT-03 Date and Time 12/18/200710:36:01 AM
Water Table Deplh~----------~2~4=.0=0~ft~-----------
TIP
TSF 500 0

FRICTION
TSF

CPT DATA
10 0
Fs/Qt
%
■ 1 - sensitive flne grained ■ 4 • silty clay to clay ■ 7 • silty sand to sandy slit ■ 2 - organic material ■ 5 • clayey silt to silty clay ■ 8 • sand to silty sand 3- clay ■ 6 • sandy silt to clayey allt 9- sand
9 0
]
Filename
GPS
Maximum Depth
Elevation
SPTN
SDF(499).cpt

50.85 ft
300
■ 10 • gravelly sand to sand
■ 11 • very &11lf fine grained (')
■ 12 • sand to clayey sand (')
a:
0 5
--' <( LU - I D. 0 LU >- (I) ro t-
0 20
60 GeoSoils Inc
Location Santee Drive Inn Operator MUJH
Job Number 5573-A-SC Cone Number DSG1047
Hole Number CPT-04 Date and Time 12/18/200711:30:16 AM
Water Table Deplh=-------------=24c,•,,c00,_ft,_,_ ___________ _ TIP
TSF 500 0

FRICTION
TSF

CPTDATA
10 0
Fa/Qt
%
■ 1 - sensitive fine grained ■ 4 - silly clay to clay ■ 7 - silty sand to sandy slit 11 2 - organic material ■ 5 - clayey sllt to BIiiy clay ■ 8 - sand to sllly sand 3- clay ■ 8 - sandy slit to clayey slit 9- sand
9 0
Filename
GPS
Maximum Depth
Elevation
SPTN
SDF(500).cpt

57.09 fl
■ 10 - gravelly sand to sand
■ 11 - very sHII llne grained(')
■ 12 - sand to clayey sand (')
J:

In.
w~
□ !!:.,
0 10
40 GeoSoils Inc
Location Santee Drive Inn Operator MUJH
Job Number 5573-A-SC Cone Number DSG1047
Hole Number CPT-05 Date and Time 12/18/2007 12:19:43 PM Water Table Deplh~-----------~24~.0~0~ft~------------
500 0

FRICTION
TSF

CPTDATA
10 0
J
r--t---t--1 • • i
,~,~L ~ ~ -l--l-+--f-1----1-----lFa/Qt
%
FIiename
GPS
Maximum Depth
Elevation
SPTN
<
SDF(501 ).cpl

47.90 ft
SO i---+----J-+--+-+--+---J-+--+-1--+--+-+---+-+---+--+-+---+-I-----1---1-----1 f--i--i--- --.. -1--+-----+------,~-+---t---l 60 ■ 1 - sensitive fine grained ■ 4 • silty clay to clay ■ 7 - silty sand to sandy slit ■ 10 - gravelly sand to sand ■ 2 • organic material ■ 5 • clayey silt to silty clay ■ 8 - sand to silty sand ■ 11 - very stiff fine grained (') 3- clay ■ 8 - sandy slit to clayey slit 9- sand ■ 12 - sand to clayey sand(') 0::
0 5
...I <( w - J: n. 0 w >-
Cll CD I-
•

COUNTY OF SAN DIEGO
ERMIT #LMON106162
A.P.N. #381-070-52
EST#NONE

DEPARTMENT OF ENVIRONMENTAL HEAL TH

LAND AND WATER QUALITY DIVISION

MONITORING WELL PROGRAM

GEOTECHNICAL BORING CONSTRUCTION PERMIT
SITE NAME: SANTEE DRIVE INN
SITE ADDRESS: 10990 NORTH WOODSIDE AVE., SANTEE CA 92071 PERMIT FOR: ONE GEOTECHNICAL SOIL BORING
PERMIT APPROVAL DATE: DECEMBER 18, 2008
PERMIT EXPIRES ON: APRIL 17, 2009
RESPONSIBLE PARTY: FORTE FAMILY LIMITED PARTNERSHIP
PERMIT CONDITIONS:

2. Placement of any sealing material at a depth greater than 30 feet must be done using the tremie method.

3. All water and soil resulting from the activities covered by this permit must be managed, stored and disposed of as specified in the SAM Manual in Section 5, E- 4. (http://www.sdcounty.ca.gov/deh/lwg/sam/manual guidelines.html). In addition, drill cuttings must be properly handled and disposed in compliance with the Stormwater Best Management Practices of the local jurisdiction.

4. This work is not connected to any known unauthorized release of hazardous substances. Any contamination found in the course of drilling and sampling must be reported to DEH. Within 60 days of completing work, submit a well/boring construction report, including all well and/or boring logs and laboratory data to the Well Permit Desk. This report must include all items required by the SAM Manual, Section 5, Pages 6 & 7.

5. This office must be given 48-hour notice of any drilling activity on this site and advanced notification of drilling cancellation. Please contact the Well Permit Desk at 619) 338-2339.

APPROVED BY --~Ci!JA,/L1/l(IJ:1.i.V::C:.{!d:;.!:.SJ..14s;;t==;;_~==------- Date: 12.18.2008 I AMELIA~
NOTIFIED: £,fY\dll V~ l?:{f<),~
DEH:SAM-9075
PERMIT •APPLICATION DEC 15Z008
I I O(t)l/.o~
ENVIRo
GROUNDWATER HEA"/_~ENTA

AND VADOSE MONITORING WELLS H

OFFICE USE ONLY
PERMIT LMO~ I D(p I (p 2,_
SAM CASE y &LJtJ Ni)"\-<,./
DATE RECEIVED: 12-:::J -S:--0 l:.J
AND EXPLORATORY OR TEST BORINGS FEE PAID: i) f') ~-
CHECK# Z"\7(1
A. RESPONSIBLE PARTY fo1t7£. ,t:;i,,-1a7{,,>1¥,f:O ;fL.r,.,£-"'"•I' :Ws,i,., ~_d,y.o E-mail __ (The person, persons, or company responsible for the construction, maintenance, and destruction of the proposed borings and/or wells.) Mailing Address JJ(i,"ll l/o1.r~ H~<L City t>4,-,11 /?,r,-.,r State CA Zip 9Z6 Z't Contact Person .S.;5,11,.; f9,c,-,;. '3oyo Phone {'J'f'l)'l/?Jl-~•Z. Ext.__ Fax ("l','?}'fB/-{!,soZ.

8. SITE ASSESSMENT PROJECT NUMBER - IF APPLICABLE #
C. CONSULTING FIRM GtaS,as,;T,vL.

Mailing Address '!.'l'II /'AtmE,L t.J"'7
Registered Professional J'ol3t"L r If.Cris,...,,,.,
E-mail ~,..,A,v@a~oSa,·/s-;,, c-~
Contact Person ~rt"rr;,,,,,,., /,ty,,.,&,:,,.,£.,<.

City (',11,tt,e,,IIP
Registration # E:/Jb:J (RG)
Phone ( 9l,o i 'IJ3-31.,S- Ext.

State (A Zip 9Zo/c
D. DRILLING COMPANY SCOTT'S DRILLING SERVICE C57# 713741 Contact Name SCOTT L. BALL E-mail [email protected] Mailing Address 271 ROYMAR RD SUITE D
r/i,O r,<,,,·1H 3
City OCEANSIDE State s:J:,___ Zip 92058
Phone 760-9.;4.1613 Fax 760-433-1614
E. CONSTRUCTION INFORMATION

TYPE OF WELLS/

BORINGS TO BE

CONSTRUCTED

MATERIALS TO BE USED
#
D Groundwater
D Vadose
12J.Boring L
D Other

NUMBER OF WELLS

TO BE DESTROYED
□
CASING
Not Applicable __
Type __
Gauge __
Diameter
Well Screen Size
Filter Pack

SEAUBORING

BACKFILL
D Neat Cement
~ Cement & Bentonite
D Sand-Cement
D Bentonite
D Other
Borehole diameter 6-:I,.,,.d
Drilling Method
D Auger
D Mud Rotary
D Percussion
D Air Rotary
D Other

PROPOSED CONSTRUCTION
Estimated groundwater depth: "Zr- ft.

Estimated depth of boring 5o-ioft.

Perforation to
NOTE:

DRILLER'S SIGNATURE --7....,,£d--''---'i:1"--'------------ DATE __ ;__1zt.+-1__,~c.. 1_.6:__ ____ _ Within 60 days of completion, I will furnish the Monitoring Well Permit Desk with a complete and accurate well/boring log. will certify the design and construction or destruction of the well/borings in accordance with the permit application.

RG/RCE/CEG SIGNATURE / ~ DATE / L-/7- - 0y
DEH:SAM-9060! (Rev,{J.5f98) Page 1 of 5 County of San Diego Department of Environmental Health
• •
F. SITE INFORMATION

1. ASSESSOR'S PARCEL NUMBER 381-o'l.o-5.;z,.

Site Name S1 t!!. -re€, Daxv€-"ZAL.

Site Address L0.'19,2. 111'2.a.l:.H t,Jl!Q.o.r:ro€ Ave. City S},wTEe Zip 9-zo ·:;(_ PROPERTY OWNER J,)SAN' 6ov.t) ( Fo.,,$ f;,,..r<-d L:r,.,, z;re o /4,<7,v£~SH:,::-,P) Phone { '1'19 /.. 'f_(i_/- 8~ Z- Ext.

I
Fax ('/',1?) ¥8 I-BSo'ZMailing Address 33(2..ZI ffot-7 c 1-/:zu.. City l),,,vA /k,.,-r State CA Zip 9U,2<j /3a,aN6-S &,u,v~
NUMBER OF W!,1:1:6 )./ou.ow-YTL,;o,, /I ,N,-~,L. / TYPE OF WEl:l::S

2. ASSESSOR'S PARCEL NUMBER
Site Name
Site Address City Zip

PROPERTY OWNER
Phone Ext. Fax
Mailing Address City State Zip

NUMBER OF WELLS TYPE OF WELLS

3. ASSESSOR'S PARCEL NUMBER
Site Name
Site Address City Zip

PROPERTY OWNER
Phone Ext. Fax
Mailing Address City State Zip

NUMBER OF WELLS TYPE OF WELLS

4. ASSESSOR'S PARCEL NUMBER
Site Name
Site Address City Zip

PROPERTY OWNER
Phone Ext. Fax
Mailing Address City State Zip

NUMBER OF WELLS TYPE OF WELLS
DEH:SAM-9060NI (Rev. 05/08) Page 2 of 5 County of San Diego Department of Environmental Health
• •
G. FEES (in effect beginning July 1, 2008, through June 30, 2009)

ACTIVITY FEE SCHEDULE
Permit for Well Installations Only $193.00 for the first monitoring well ......... (Groundwater Monitoring Wells, Vadose,
Vapor Extraction Wells}
Permit for Well Maintenance $100.00 for first well maintenance inspection Inspection
(Valid for three vearsl
Each Additional New Well $160.00 for each additional well installation $30.00 for each additional well maintenance
inspection
·········••····························••··-······
Permit for Borings Only $193.00 for the first boring ..................... (CPT's, Hydropunch, Geoprobes, $50.00 for each additional boring ............ Temporary Well Points, etc.) Permit for $193.00 for the first destruction ...............

Well Destructions Only $120.00 for each additional destruction ...

Permit for any Combination of The first activity will be $193.00 Well Installations, Borings, &
Destructions Additional activities will be as follows:
(except UST backfill pennit)
$160.00 for each additional well ...............
$100.00 for first well maintenance inspection
$ 30.00 for each additional well maintenance
inspection
$120.00 for each well destruction
$ 50.00 for each addaional boring
····•··•··•·••••••••••
Permit for Underground Storage $320.00 Tank Monitoring System in (Flat Fee) Backfill (i.e. Enhanced Leak Detection)

TOTAL COST OF PERMIT
DEH:SAM-9060NI (Rev. 05/08) Page 3 of 5
X -
X -
_l_ X
X -

X - X -
X -

X - X -
AMOUNT
$193.00
$100.00
$160.00
$ 30.00
$193.00 $ F/:J,t)O
$ 50.00
$193.00
$120.00
$193.00
$160.00
$100.00
$ 30.00
$120.00
$ 50.00
$
$ 113, 00
County of San Diego
Department of Environmental Health
• •
G. FEES (in effect beginning July 1, 2008, through June 30, 2009)

ACTIVITY FEE SCHEDULE
Pennit for Well Installations Only $193.00 for the first monitoring well ......... (Groundwater Monitoring Wells, Vadose,
Vapor Extraction Wells}
Penn it for Well Maintenance $100.00 for first well maintenance inspection Inspection
(Valid for three years)
Each Additional New Well $160.00 for each additional well installation $30.00 for each additional well maintenance
inspection
········-··································-······
Penn it for Borings Only $193.00 for the first boring ..................... (CPT's, Hydropunch, Geoprobes, $50.00 for each additional boring ............ Temporary Well Points, etc.) Pennitfor $193.00 for the first destruction ...............

Well Destructions Only $120.00 for each additional destruction ...

Pennit for any Combination of The first activity will be $193.00 Well Installations, Borings, &
Destructions Additional activities will be as follows:
(except UST backfill pennit)
$160. 00 for each additional well ...............
$100.00 for first well maintenance inspection
$ 30.00 for each additional well maintenance
inspection
$120.00 for each well destruction
$ 50.00 for each addaional boring
······················
Pennit for Underground Storage $320.00 Tank Monitoring System in (Flat Fee) Backfill (i.e. Enhanced Leak Detection)

TOTAL COST OF PERMIT
DEH:SAM-9060NI (Rev. 05/08) Page 3 of 5
X -
X -
_Lx
X -

X - X -
X -

X - X -
X -
X -
X -
AMOUNT
$193.00
$100.00
$160.00
$ 30.00
$193.00 $ /93,00
$ 50.00
$193.00
$120.00
$193.00
$160.00
$100.00
$ 30.00
$120.00
$ 50.00
$
$ t13.oo
County of San Diego
Department of Environmental Health
• •
H. QUESTIONNAIRE: Please answer all applicable questions completely. For we// destructions, complete only #1 be/ow and submit any required supportive documentation.

1. If wells are to be destroyed, provide a description of method of destruction _,,_,;&~1'1~~M~"~-4J~C=l.=L=s~-- f/,t.£ ro i3£ ~S'T&2y£.o

2. What is the purpose of the well/boring investigation? D a. Part of an ongoing site assessment case in which a government regulator is the lead agency. If yes, indicate which government regulator is the lead agency and the case number.

DEH RWQCB DTSC
D b. Part of a Phase I investigation for property ownership transfer or: ____________ _ ~ c. Geotechnical investigation for proposed construction, land stabilization or:
0 d. Other: ______________________________ _

3. What procedures will be used to prevent the wel~rom providing an avenue to contamination during construction?
_ _i,~~CZC-",L_w~-:r:~r.~"/-/'f--__l,;_~m~n~~~.t.Z;;,..,...,9..e..~o~o2,~~~'n:'J,,.A~~.fl!s2..!v:,:;~;o2:-z::~__:r:=-!J/;o, 71/"Cl."'- c,,,.,c,. t:T# S£ AL ,,, r Tiff s u/2.l"'AC~ ~ S'4M /YIA .,,,,,u_ r6/ l)"r'{I..,:,.,, t' ..,r ..f

4. What field procedures will be utilized to determine if contamination exists? &ys,u1? oMU,r,,7RJNS (.p:r.r-~ou-,r,1-rr,,A/ ,,, P J'oL"t. A,v.-c, ooo"-

5. What procedures will be used to determine whether samples will be sent for laboratory testing or archiving? NON,£ /J,t;,l'osEo , ;b,,,t '!k 1 r r /{J '/S:TcA <- Si,.µS qt: ('o,.,r ,,,,_,. 7 N A'77""' /It-£ 0£TEc7CO, 711Z f',,,:q,,r Jc•l'e° er t,Jo,L;L WZtl /1£ /?£"--£f,'Al1,,Ml7#0 wer,t 711£ C~

6. What constituents will be monitored ana tested (Include EPA Laboratory Test Methods to be used)? ;11.,,-,c /!,,,A,ss:o. S£.i -d- :r""

7. How will samples be transported and preserved? -~,N~_II __________________ _

8. What sampling methods will be used? -~fi?L-'.=-"=o-"7"-p;:--',,--'£"0"---~a'-'A'-'<=-'=Ft>,-"'~="'cc;:c..c..A~.9~A__,,...'-'e'-'-£,";,L---'/l-'-'--,,.'-"----- Sn,,., QA,,;:, A,.1£ TkM t''T"E~

9. Are you proposing a variation from the methods and/or procedures presented in the requirements for the construction or destruction of Vadose and Groundwater Monitoring Wells (Current SAM Manual Requirements)? If yes, specify these variations and include a well construction diagram and all required supporting documentation. Refer to the SAM Manual Appendix B for monitoring well guidelines (www.sdcdeh.org). Yes D No l)j:l
/Vo MoNZrt1,< ,,.,t,-- t.J~ /IAf ~pos,:,:,

10. Are you proposing a variation in drilling and destruction of soil borings from the methods and/or procedures specified in the current SAM manual? If yes, specify these variations and include a destruction diagram.

Yes □ Noi;d.

11. What procedures will be used to ensure that the drilling equipment will introduce no contamination? -z, ~p(t: r l)af;u. Tµ(>, ~v~t:,-J'T ro1«- Ft..u:ro lt:AJl!S. ::z--,.,.,,-r,r ,4()6,.li~ ro,t. C~,.,'TAMTA/A,v7f . .i>~Tl.le,vt- WZ'l.C ;vo, Co,,fMt',..,C./5 .Z:P Co,-,7A,<,<r,-,A Tr,o,u #S ~T£.a<o,

12. What methods will be used to clean sampling equipment? ~ ;V,, l)£ro;v7,.,.,:Z,JA~ :;::, /t,-,;,;11110 (r££ -#/o) {/,-.,c.cfS /ft'/scc,,, .Hr,,.,s or C7,,.,-r,,,,.,r,-,Aru,,., A-<L: otrtcr£P.

DEH:SAM-9060NI (Rev. 05/08) Page 4 of 5 County of San Diego Department of Environmental Health
• •

13. What cleaning method will be used to clean casing and screen prior to installation? Wf'(.L 7,..,.,.,-,,,,_,,.'T-L'P,.., 7s ,v~r ~oJt:O.

14. A Property Owner Consent (POC) agreement is required for all applications, except for onsite, open LOP/SAM sile assessment cases, Caltrans properties and military properties.

DEH:SAM-9060NI (Rev. 05/08) Page 5 of 5 County of San Diego Department of Environmental Health
Uec 11 08 09:46p •
illaunti uf j&an ~tega GARYllll.~BECK

DIRECTOR
DEPARTr.?EMT o,~ ENVmONMENTAL H~~L TM
LAND AND WATER QUAL.ITY DIVISION
P.O. BOX 1211261, S,UI DIEGO, CA U11Z•9181
81 s,.:,., ll •.Zt.l! 2JFAJII I 1,-3Jll•U15J1-IO(I. Ui3 ·9' S3 VIVIW,Sdtounty.ai.govMohllwq

PROPERTY OWNER CONSENT
Propo$8d locations for subsurface work:

Property Address: •
/0 990 JVoATN W@esra£ /1.r&Jlll{
,Q,,.,,,u CA
Assesi.or's Parcel Number (APNJ:
381-D;p -s:z.

JAClo:UII . .t:--n
ASSISTANTOatECTo.1
,,. . 1
I,----------,~-,-----------~ owr..-er of the pror.,erty/propertier. listed above, glve my permission to . G'tAAz-(. f , :x;.,c. /2on ... s }.lntZ.z;;,.1'6 (cor,sultlng company, contractor) to conduct the followjnp work at the loca11om, stated above. 1 I Co.

D JnstaD ___ monitoring wens O Des..trO)I ___ monitoring wens j8I Dril'I __ /_ soil borjngs. 'IJnder.,tond thot R~.A."7 c~,,Q,.J {rcgl~red f)tofc!loh:m:ll) of ~a...C:,."-1' :;z;.,c. (consulting com,r,ar,y) and an au1h0ri2:ed slgnerfot Ji1>7T J D.r.iL.t."J:"*C. a.,_ (ctrtmrig company) have submitted a slg11edapptication toth~ Dopartment of E11Vtro11me11tal Health in which they have agreed to complete the above-stated work according the ,equirerne:1ts ofJlle current SAM Manuat, all ordinance& and laws oflhe County of Snn Diego and the state of California pertaining t>'Ae~ring) eon&~ and destruction. l have ammged vnth the ~esponslbJe Party, the person who causes to have m~ros welf~lnstaUed or existing wells destroye~ on this property Jo ,ensure prope.-closure of the monftonng well!~2!~~) Propor1y Owner Signature: ~-z"?1 ~to{ Dale _L.A / / lt~~-- Prlnt Name: 5v5t'o ,.-, .Bo vcl ~ 7 nue: 7-,' f?:!_cr
Corr4)any: Sr.Jc 7?11,: ly !,_;;,,,, ; .. J 14:,- fne!-r s/,, p Mailing Addreso: 3 ~ (p ,z I l-fv/f 2-. I,~ // £)(<.t•/C. 'MK "n)- {' /1- 'f U, 2'7 I
DEH:SAM-lil503 (Rov. 5-07).
•
• + llpPro,c:;,-½-e, Loc~./-io"'
t-,-l O f pf'~O,S~ J WHEATLANDS AVENUE

13..,,,..j
■
HPA
1ee31a.,...,-,. Sll.1111!
n'III, CA!i21112
1"911113-1770
--
c:i
~
"' C
z
..
,=
..
w
i
. . . •~ ..... -,.;:; t'~-.:~;:: ._·:~\
. .,;
____ _J
-~ ii
i ,;)
)
Woodside Business Park
Santee, California

PROJECT INFORMATION

SITE PLAN KEYNOTES
! 'IH:li:K<Mli!'" •::.::..:. ·:.:.~ :--~,_.,,z ~.~' r,- -- '11_,.,_., _ __,..,._.,. ... ,<,. ·--· o_....__,. • .,....,_
s=--··-·-sire LEGEND

TABULATION
a,,. ... ,..4,na1,..-•-1
i.... ...... ~ ... - ,._
·-- .... a,._... .. -o•-"'
,-~-
·-...... ... ----~-
To1a1,._,_ --·----
----- ... 1 ...... ~ ........... -
lfDI
Al.l SITE PLAN
J7t.731 ·~ ... , .. .,_, ...
11,1»4
...... 1,.,,.
.
"'
-
" "' .

FLP - SUSAN BOYD

DEH GIS
THtS MAP IS PROVIDED WtniOUT WARRAN'lY OF ANY KIND EITHER EXPRESS OR Ill PLIED INCt.ll0ING Bl.IT NOT U MITEO TO THE IMPI F0 WA.RRANTIFS OF ltERCHANTABILITY Al\O FITNESS FOR A PARTl~I AR

PURPOSE
~~-, c,o,,1,n ~:a,1100,,- SA'IIMG ~ ofonnnJAS~"""" t;tnr<lt>e•~ •IW ~ - -d SN«>,.~ TtfJ P")OKlt'lq/ c,o,,:,n""°'"'•'..,,_,,<ll,,... _,,-,.)w t' ,_~~-...:1 :,Y l""'-1~•~ IUc,J • SAM MWs
0 SAM Environmental Listing
• lnactivo HMO Perm,tted
FacilitlH
• Actlyc HMO Permitted
F3cllltles
// Streets
Highways
Froow~y$
Parcels
D County Boundary
,- - , Cities
l. - ~
2007 Orthophoto South
West
Scale t-2,650
San Diego Cour.ty Oepanment of Enwoomental Health
~Tlghi S;inGIS All R,ghts Res.81\-ed
P1in141d Dec 15 2008 246 17 PM
• •
Geotechnlcal • Geologic • Coastal • Environmental
5741 Palmer Way • Carlsbad, California 92010 • (760) 438-3155 • FAX (760) 931-0915 April 30, 2009
County of San Diego
Department of Environmental Health
Land and Water Quality Division
P.O. Box 129261
San Diego, California 92112-9261
Attention: Ms. Marisue Crystal
W.O. 5823-A-SC
Subject: Geotechnical Boring Log Submission, Permit No. LMON106162, 10990 North Woodside Avenue, APN 310-070-52-00, City of Santee, San Diego County, California
Dear Ms. Crystal:

No petroleum odors nor soil staining were encountered in the boring. Accordingly, no chemical laboratory analyses were performed. Groundwater was encountered in the boring at an approximate depth of 23 feet below the surface. The approximate location of the boring is shown on the Boring Location Map (see the attached Figure 1).

Boring B-1 was backfilled with approximately 17 .6 cubic feet of bentonite grout. The boring was completed in general accordance with Department of Water Resources Bulletin 7 4-90.
• •
If you should have any questions, please do not hesitate to contact our office.

Respectfully submitted,
ol-lAL G~o W G. Cf11 <'o
~~ a. a: No. 1934
~_.?----1\°'
Ryan Boehmer
Project Geologist
RB/RGC/JPF/jh
Attachments:

Distribution:

County of San Diego
e . Crisman
Engineering Geologist,
Figure 1 - Boring Location Map
Boring Log B-1
(1) Addressee (wet signed)
10990 N. Woodside Ave .. APN 310-070-52-00
File:e:\wp9\5B00\5823a.gbl
GeoSoils, lne.

W.O. 5823-A-SC
April 30, 2009
Page2
•
• ■
HPA
1111:11Bllla--Sla.1100
htle, CA.i2812
(!Ml)lll!.1-1770
--
- r-T ~ ,--, - ~ _: .--:..- _,r
I -' :-H-H-H-t-'-Tle'I' '8.--- -1 -r-,- - ,----, - -.--. - .-I---i--iRI I • LJUlbQ!NGLJ t-'
ll=Dl=lt-r--1 :1 , : ~S~~ ~~: .-1:
-' : H-R~-H-t-1-
-I r-T - ,----, - -.--. - .-1- 28 D Cl< D ORS
Woodside Business Park
Santee, California

PROJECT INFORMATION
--=-'~ ~ .... SITE PLAN KEYNOTES
'lil•~iai:wt,f'• ,&r,..,,,·1:••o,_ __ ,,_,,,.".,""""" ,.,,._,_.c,c,.,,, ... "._(t<.,c> 41-..:,-"'""""'""_,..., """"'--""""'"""'""'"'· l)""'«u'"'' II! .... """"'~"''"""'"""" is~ ... ~ ..... _,,.,,,...,,,,.,_

SITE LEOEND

TABULATION
............
---T•"'·,._. ..... c ... ,_
i.........,,.111,i;.i, .. ~-.... 1 ................ -..

PlrtiP,gProwlnl
--· -··· T•·-•-•"'wlNI
ToWP•k.1- ---~---- T .......... , p-..,
l~Qdl
Al.I SITE PLAN
.,.,. UM
V'!,131
lTl,ffl ·-,1_,.

FLP - SUSAN BOYD Sl!l'TEMIIEll.29,20011 Job 11195
g
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5 -
-
-
10-
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-
15-
-
20-
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.
•
GeoSoils, Inc.

PROJECT: FORTE FAMILY LIMITED PARTNERSHIP
APN 381-070-52, Santee
Sample
C
u 0 8 u ,, ~ E ;;: -e ~
~
~ "' ~ ;; "' ::, ~ u • (.) "' c; C 0
<II ::, iii ::, "' D
SP
~ 7 SP 91.8 2.5 8.4
~-I 7 ,M/si
~ 32 99.3 3.9 15.4
~us,
I 7
25-!~ 33 SW 103.0
-

21.8 95.4
-
-
APN 381-070-52, Santee
•.

I
•

BORING LOG
BORING -------=B-_1'-----
w.o. __ 5_8c._2cc.3-_A_-s_c_ __,
SHEET_1_ OF--3_
DA TE EXCA VA 7EO _ ___c12=--.:.30-0=-.:.8:__ LOGGED BY:=B=E~V __ SAMPLE METHOD: standard Penetration/MOdified Cal Sampler Standard Penetration Tes/
Undisturbed, Ring Sample
Approx. Elevation: 355' MSL
:l- Groundwater
Description of Material
.· I SURFACE:
. • "" O' Asnhaltic Concrete Pavement.
• UNDOCUMENTED ARTIFICIAL FILL:
· • @ 1/12' SAND with traces of SILT, gray, dry, loose; fine to medium grained.
·.•.
..

QUATERNARY ALLUVIUM:
@ 5' SAND, light brown, dry, loose; fine to coarse grained, moist, loose, iron-oxide staining.
@ 1 O' lnterbedded SAND and SANDY SILT, light brown, damp to moist, medium dense.
@ 15' SAND w~h traces of SILT, gray, moist, medium dense, fine to coarse nrained.
@ 16' SILT interbed.
@ 20' SILT with traces of SAND, brown, moist to wet, medium dense. @ 23' Groundwater encountered .
@ 25' SAND, light brown, saturated, medium dense; fine to coarse grained.

GeoSoils, Inc.

Plate B-1
I
-
• •

BORING LOG
GeoSoils, Inc.

WO. 5823-A-SC
PROJECT: FORTE FAMILY LIMITED PARTNERSHIP BORING B-1 SHEET 2 OF-2._ APN 38Hl7D-52, Santee
DATE EXCAVATED 12-3().08 LOGGED BY: BEV
Sample SAMPLE ME7HOD: Standard Penetration/Modified Cal Sampler Approx. Elevation: 355' MSL
u m Standatd Penetration Test
0 u "' l "Sl Groundwater ~
- ., E ~ ~ C @ Undisturbed, Ring Sample ~ € ~ 0 ~ "' "' c l!! = ;; " "' ~ l!! li X u • Cl ::, ~ 2 m 3 C 0 "' "' 0 m Description of Material 0 "' ::, ai ::, Cl " "' 26 SW -- @ 30' SAND traces of SILT, light brown, saturated, medium dense; fine .. --. - to coarse grained. . . . . . . - .. . . . . . . . . - .. . . . . . . . . . . . . 35- . . .. 12 .. .. @ 35' SAND, light brown, saturated, medium dense; medium to coarse . . . . . . grained . . . . . . . - .. . . . . . . . . . . . . . . . . . . . . . . . . 40 I . . 20 M/SI @ 40' SAND with traces of SILT, brown to light brown, saturated, . medium dense . .·.•·
SW ..
. .. . @ 42' Gravels encountered. . . . . . . . . .
. . . . . . . . . . 45· i . . .. 15/ ..
. . @ 45' SAND with GRAVEL, light brown, saturated, dense; gravels in . . . 5().6" .. . . sampler. . . . . . . . . . . . . . @ 47' Gravels encountered . . . . . - .. . . . . . . . . . . . . 50 . .

LI 50-3" SM ~- QUATERNARY FAN DEPOSITS: .:...,-- .
@50' SILTY SAND with GRAVEL. light brown, saturated, very dense; . . . \ gravel in sampler, subrounded to subangular pebble- to cobble-sized clasts. / - Total Depth = 51 W
Flowing Sands @ 35'
Groundwater Encountered @ 23'
55 Backfilled 12-30-2008
.

APN 381-070-52, Santee GeoSoils, Inc. Plate B-2
PERMIT #LMON 106644
A.P.N. # 381-070-52-00
EST# NONE

COUNTY OF SAN DIEGO

DEPARTMENT OF ENVIRONMENTAL HEAL TH

LAND AND WATER QUALITY DIVISION

MONITORING WELL PROGRAM

GEOTECHNICAL BORING CONSTRUCTION PERMIT
SITE NAME: SANTEE DRIVE-IN
SITE ADDRESS: 10990 N WOODSIDE AV SANTEE CA 92071
PERMIT FOR: SIX GEOTECHNICAL BORINGS
PERMIT APPROVAL DATE: AUGUST 27, 2009
PERMIT EXPIRES ON: DECEMBER 25, 2009
RESPONSIBLE PARTY: FORTE FAMILY LIMITED PARTNERSHIP
PERMIT CONDITIONS:

1. All borings must be sealed from the bottom of the boring to the ground surface with an approved sealing material as specified in California Well Standards Bulletin 74-90, Part 111, Section 19.D.

2. All borings must be properly destroyed within 24 hours of drilling.

3. Placement of any sealing material at a depth greater than 30 feet must be done using the tremie method.

4. This work is not connected to any known unauthorized release of hazardous substances. Any contamination found in the course of drilling and sampling must be reported to DEH. All water and soil resulting from the activities covered by this permit must be managed, stored and disposed of as specified in the SAM Manual in Section 5, II, E- 4. (http://www.sdcounty.ca.gov/deh/lwq/sam/manual guidelines.html). In addition, drill cuttings must be properly handled and disposed in compliance with the Stormwater Best Management Practices of the local jurisdiction.

6. This office must be given 48-hour notice of any drilling activity on this site and advanced notification of drilling cancellation. Please contact the Well Permit Desk at 619) 338-2339.

APPROVED BY: _____ /71-=-=-=-===-=--==/7~~!--:",~~~,------- 'MARISU~TAL
NOTIFIED: b L/ r;;.: -:rJJ 4 • / !? ) .2 7 / e--' 7 /;tt ~~ c 7 DEH:SAM-9075 (4/03)
DATE: 08/27/2009
I EXP. JITE
technical Boring AUG 2 5 200
'te: li'liRDUI PPblt:ATIO GROUNDWATER
AND VADOSE MONifORING WELLS

AND EXPLORATORY OR TEST BORINGS
A. RESPONSIBLE PARTY Fn~-M ,:;,,.,,,#,,.i~Lrlfllt:T~ -~~E-mail

OFFICE USE QNLY
PERMIT I.MON# I~ Vft1'-/',/
SAM CASEY@# 0 If\ -c.,,'
DATE RECj/_VED: ...-2-S""-0 ')
FEE PAID: Y'1~-
CHECK # ~ 7 io:"J
(The person, persons, or company responsible for the co,1'truction, maintenance, and destruction of the proposed borings and/or wells.) Mailing Address sJ,U H,,t,TB /bu., City '/)A,,,hf /J--.,r State 04 Zip o/Zi,2// Contact Person ~s!J_AI IJo:,_1> Phone l'l'R J 'IIJ.l-~t. Ext. Fax B. SITE ASSESSMENT PROJECT NUMBER - IF APPLICABLE#
C. CONSULTING FIRM f.eqSiJ-,~ ,,z.,,.,
Mailing Address S''i.'1l /',,Ul'le,G tJt City C.,,,~~o State C.:A Zip t2•1• Registered Professional ,lob,,fG. ·AtAAI Registration# ~Ot,3 (RG, RCE, CEG,tj E-mail CD'°;l~~.,.., Circle if applicable
, .. - Contact Persor(~~J.,,l,dtd/@!}d<'&vlc Phone 1 •-.. 31~ Ext . Faxl1'o)931--c19, ... c: ,_ D. DRILLING COMPANY fa,,·JJ/-z._ c ... r-t.~ l"-,_ ef le r-f,·,13 r~ c C57# 8'f'i'f~I Contact Name '~J:w--l:_ ld..,4 l:l .: I! ' J. 1 E-mail 'i,,(M,,.1:/4,,,";,;,<k. Ql Nf,,117/J,. Fcac.±.6. (7.e. .. u: 7 Mailing Address f.2-'-t Al,; .• J t.. Luv.a., , L City (),,._ .. , .. , ,· State fJ.. Zip 9.2kt, 7 Phorie 7 / '.f._, J.l~ - '5' C/ 7 I Ext. ! [. 1 Fax
E. CONSTRUCTION INFORMATION

TYPE OF WELLS/ MATERIALS TO BE USED PROPOSED CONSTRUCTION BORINGS TO BE CASING SEAUBORING Estimated groundwater depth: __ ft.

CONSTRUCTED BACKFILL Estimated depth of boring __ ft. # Not Applicable __ D Neat Cement Concrete D Groundwater Qto~ - Type D Cement & Bentonite surface seal OVadose - Gauge ~ Sand-Cement Annular seal to D Boring Diameter Bentonite -- -- i?otherCM
- D Other Bentonite ~ Well Screen Size --to -- transition seal Filter Pack Borehole diameter NUMBER OF WELLS -- Filter Pack --to -- TO BE DESTROYED Perforation to Drilling Method -- -- □ Auger ~ irRotary NOTE: - D Mud Attach a well construction diagram Rotary 0thercff D Percussion for wells with multiple completions
I agree to comply with the requirements of the current Site Assessment and Mitigation Manual, and with all ordinances and laws of the County of San Diego and the State of California pertaining to well/boring construction and destruction.

DRILLER'S SIGNATURE £ ~ '--DATE d o /o 1.
/
Within 60 days of completion, I will furnish the Monitoring Well Permit Desk with a complete and accurate well/boring log. I will certify the design and construction or destruction of the well/borings in accordance with the permit application.

RG/RCEICEG SIGNAlURE $? DATE ff/_u,/Of
DEH:SAM-9060NI (Rev. 05/08) Page 1 of5 County of San Diego Deparbnent of Environmental Health
F. SITE INFORMATION

1. ASSESSOR'S PARCEL NUMBER 3B/-0"y0-S2.

Site Name ,)';,,.,,zE.t:. l>~z. II'~ - :z;,.,
Site Address /09'1() M,c.rH IJooe,s-rl)E IV£. City S),,.,.,.ee Zip 9Zo!7L PROPERTY OWNER ~s:a.a &y.J /fiJ,at3- Fi""&'-f lz:,.,,,r:reo li~-rtvE/t!.r.Vi::t°J.

Phone { 'l'M) '/81- 9S?J~ Ext. Fax ('1'11) '/8l-8Co2-
Mailing Address 336 z..1 Hot.-re #Ju City
CP1"s
NUMBER OF W!!LL.8 C,P7s ' TYPE or WELLS

2. ASSESSOR'S PARCEL NUMBER
Site Name
Site Address City

PROPERTY OWNER
Phone Ext.

Mailing Address City

NUMBER OF WELLS TYPE OF WELLS

3. ASSESSOR'S PARCEL NUMBER
Site Name
Site Address City

PROPERTY OWNER
Phone Ext.

Mailing Address City

NUMBER OF WELLS TYPE OF WELLS

4. ASSESSOR'S PARCEL NUMBER
Site Name
Site Address City

PROPERTY OWNER
Phone Ext.

Mailing Address City

NUMBER OF WELLS TYPE OF WELLS
DEH:SAM-9060NI (Rev. 05/08) Page2 of 5
/MNA fir,.,,
Fax
Fax
Fax
State C'A Zip '1~'1-z.9
Zip
State Zip
Zip
State Zip
Zip
State Zip
County of San Die110
Department of Environmental Heal th
G. FEES (in effect beginning July 1, 2008, through June 30, 2009)

ACTIVITY FEE SCHEDULE
Permit for Well Installations Only $193.00 for the first monitoring well ......... (Groundwater Monitoring Wells, Vadose,
Vapor Extraction Wells)
Permit for Well Maintenance $100.00 for first well maintenance inspection Inspection
(Valid for three vears>
Each Additional New Well $160.00 for each additional weR installation $30.00 for each additional well maintenance
inspection
..........................................................

Permit for Borings Only $193.00 for the first boring ..................... (CPT's, Hydropunch, Geoprobes, $50.00 for each additional boring ............ Temporary Well Points, etc.) ! Permit for $193.00 for the first destruction ...............

Well Destructions Ontv $120.00 for each additional destruction ...

Permit for any Combination of The first activity will be $193.00 Well Installations, Borings, &
Destructions Additional activities will be as follows:
(except UST backfill permit)
$160.00 for each additional well ...............
$100.00 for first well maintenance inspection
$ 30.00 for each additional well maintenance
inspection
' $120.00 for each well destruction
$ 50.00 for each additional boring
······-··-··--·-······
Permit for Underground Storage $320.00 Tank Monitoring System in (Flat Fee) Backfill (i.e. Enhanced Leak DetectionJ

TOTAL COST OF PERMIT
DEH:SAM-9060NI (Rev. 05/08) Page 3of 5
X -
X -
_f_ X
....r_x

X - X -
X -

X - X -
AMOUNT
$193.00
$100.00
$160.00
$ 30.00
$193.00 41'13,,"'-'
$ 50.00 ., ~ S't>. (,),~
$193.00
$120.00
$193.00
$160.00
$100.00
$ 30.00
$120.00
$ 50.00
$ ___
$ 'II./ 3.()()
County of San Die110
Department of Environmental Health
H. QUESTIONNAIRE: Please answer all applicable questions completely. For well destructions, complete only #1 below and submit any required supportive documentation.

1. If wells are to be destroyed, provide a description of method of destruction ;V/4 /t/4, Wtl!U. S All£ 7o 8£ {)£.J"r,et1'1£0

DEH RWQCB DTSC
D b. Part of a Phase I investigation for property ownership transfer or: ____________ _ J8. c. Geotechnical investigation for proposed construction, land stabilization or:
□ d. Other: _____________________________ _

3. What procedures will be used to prevent the wel~rom providing an avenue to contamination during construction? ft.tc. J}q,,.,,, "11f1Nv,u. i'tE~vr;ll.'bVff'111r.r BAa•,:;z:-a f<v"T'TH /.JL,._,n,.-v:n-, c.w:.rpS

4. What field procedures will be utilized to determine if contamination exists? ~ slct1t/ CJbsuv,../,0/"?s i)ise.olor-../,·.,, t>f' f;.•/ 1/W.,.

5. What procedures will be used to determine whether samples will be sent for laboratory testing or archiving? /\/4 h? osee:,. tft;~v~f ,'I' J. s,°'--/ s/ ,,_so/! Co,;1/. :,-,lit-A;,,, ,- ~./4.c/,./ -flt.t.. p,,,Jt.c .sc~ ~l'wo;-~ µ;/. be rL--ell'-. ..,.,. e wHI. r-Ji(. ;t!,, . I'

6. What constituents wm be monitored and tested (Include EPA Laboratory Test Methods to be used)? AJ,,,,e e"fo~O. /'Ee d ~

7. How will samples be transported and preserved? ---=-/11~/A_.<> ________________ _ •

8. What sampling methods will be used? _ ____.M....;..:o~Sl/=:;;u.,..;~~~c;_;_'-..;._z_,w_t- ___ __ f;,.,-=-~r--.;...se._o_________ _

Yes □ No~

11. What procedures will be used to ensure that the drilling equipment will introduce no contamination? 7 t t.- ~/>T ;// I dM~,re"{!
i CfJr'l".ht,.,,,-,.. ln,/1 ,"s el't':,,:,c.-, /. /

12. What methods will be used to clean sampling equipment? /Vt> deco,,,./--4,.,,,>t,. ~,,. is I' 1m,1e,t cs~ 'IS,,,) °'' le>s: . eb$lc.t• Is,,,..,, ol ~o,,.f~J,.. .. -h""tJ,,., ~,e dclet-kl ,
DEH:SAM-9060NI (Rev. 05/08) Page4 ofS County of San Diego Department of Environmental Health

13. What cleaning method will be used to clean casing and screen prior to installation? Weu k.>'' I/.~,.., /s no/ p,t,po.re/
, ..

14. A Property Owner Consent (POC) agreement is required for all applications, except for onsite, open LOP/SAM site assessment cases, Caltrans properties and military properties.

DEH:SAM-9060NI (Rev. 05/08) Page 5of 5 County of San Diego Department of Environmental Health
Aug 18 09 12:57p Abagail
GARYW.BIIECIC
DIRB:J'at
4065566672
• Ginmdv nf
-
Jim;c ~iegn
DEPAR1IEIII' OF EIMROIIIENTAL HEALTH

LAND AND WATER QIMLIIYDMSION
P.O. IIOX 1atat. IAN DUillG, CA 12t12•1H1
s1a.a ... zzaantAlC l'fl-a3'41111 ..... •Zla-••n
lllllp:lwww.lldCdllLora
PROPERl'Y OWNER CONSENT
Proposed localions fer s&m&Ul'face work:

Property Ackins: Asaassor'B Pan:el Number CAPH):
p.1
JAacaL.Bt
ASSISfANT~
to ttL) f4,,_rt: 4hrerra< A«. __ ..Yi----'8J._, ___ o..,9 __ o_,. __ n __________ _ J.lNVU, CA I
1, S ll.SAr/ Bo Y.P . O'M&'ol the praperty/pnlpertias lsted abo\119. give my permission to &,.$tr Le, /4-f.'41.l,i &,I( fu 7c!fyconsullng carpll)', conllador) ID conduct the folk>WWtg work at the locations stated abcive. ~ ~-
'
c~ D 1ns1a1 __ mocifDrir.rwells 00estroy_111D11ialn8wels @Dril_NilamiAgs I fflf8181aadthat t/4,11?1':~ ~~-onal)af ~¢ Zr, • {consulting ct111pa11y) and an authortzadsignerfor /4~~ ~-: (drlq~havaaullmlladasignadappllcal:lonlDthe Department of Envircnmenlal Health in which they have fD rm....., tha above laled wcrk m:Grdlng the requirements of the cunenl SAM Uanual, al ortUnances a'ICl ...,.oftitCounlyofSan Diego rnl the State ofcarlfomia pataining towetllboring consiruc:tion n desoud:ion. I have •ranged wlh 118 Responsl,le PadJ, 1he pe,:s011 who au;es ID have monitoring wellslborings installed or~.~desln7Jed on~,-~~8fcbsure ofthemonitoringwelslborings. "-°""""- ✓~ ~ ,_ e,/! 1/0 ~ PmtNam9: S~y.D • nr« ~.r,i,L ~~ ~ny: ~-k ~··;j U~iW f~~~s~
MailingAddress: '33 b2. \ a,o 'Th ~ll r2eJ ~·A f'oi',,+ CA q262 9 DEH:SMM503 (Rev. 7-08)
- -- -
'
--- --1
I
I
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- - - - _ I - - - - -
--- ---- --
r
- - ---
:¢- Affrol';MJ eC.. (}i-~ Loc,oJ-; O"\ o r
f,.oror,.J. CPT
Geotechnical • Geologic • Coastal • Environmenti1I
5741 Palmer Way • Carlsbad, California 92010 • (760) 438-3155 • FAX (760) 931-0915 December 17, 2009
W.O. 5823-A1-SC
County of San Diego
Department of Environmental Health
Land and Water Quality Division
P.O. Box 129261
San Diego, California 92112-9261
Attention:

Subject:

Reference:

Ms. Marisue Crystal
Geotechnical Cone Penetration Test Log Submission, Permit No.

LMON106644, 10990 North Woodside Avenue, APN 310-070-52-00, City of Santee, San Diego County, California
"Geotechnical Boring Log Submission, Permit No. LMON106162, 10990 North Woodside Avenue, APN 310-070-52-00, City of Santee, San Diego County, California," W.O. 5823-A-SC, dated April 30, 2009, by GeoSoils, Inc.

Dear Ms. Crystal:

In accordance with criteria presented in the San Diego County, Site Assessment and Mitigation Program (SAM) Manual, GeoSoils, Inc. (GSI), is submitting our geotechnical cone penetration test logs (attached) for subsurface exploration completed at the subject site on August 31, 2009 under the purview of DEH Permit No. LMON106644. Six (6) cone penetration tests were performed. The diameter of the cone penetrometer conical tip and sleeve is 1 .40 and 1.41 inches, respectively. No petroleum odors nor soil staining were encountered when the penetrometer was retrieved. Accordingly, no chemical laboratory analyses were performed. The depth to groundwater was not evaluated during our study but based on previous exploration at the site (see Reference), groundwater is anticipated at an approximate depth of 23 feet below the surface. The approximate location of the cone penetration tests (CPTs) are shown on the Cone Penetration Test Location Map (see the attached Figure 1 ).

CPT-01-09was backfilled with approximately0.18 cubic feet of bentonite chips. CPT-02-09 was backfilled with approximately 0.17 cubic feet of bentonite chips. CPT-03-09 was backfilled with approximately 0.20 cubic feet of bentonite chips. CPT-04-09 was backfilled with approximately 0.23 cubic feet of bentonite chips. CPT-05-09 was backfilled with approximately 0.23 cubic feet of bentonite chips. CPT-06-09 was backfilled with approximately 0.18 cubic feet of bentonite chips. The cone penetration tests were completed in general accordance with Department of Water Resources Bulletin 74-90.

If you should have any questions, please do not hesitate to contact our office.

Respectfully submitted,
GeoSoils, Inc.
/2-¢
Ryan Boehmer
Project Geologist
RB/RGC/JPF/jh
Robert G. Crisman
Engineering Geologis ,
Attachments: Figure 1 - Boring Location Map
Cone Penetration Test Logs CPT-01-09 through CPT-06-09
Distribution: (1) Addressee (wet signed)
County of San Diego
10990 N. Woodside Ave., APN 310-070-52-00
File:e:\wp9\5800\5823a 1.gcp
GeoSoils, lne.

W.O. 5823-A1-SC
December 17, 2009
Page2
----
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Project
Job Nu-mb9r
HolD Numbor
War.r Tobie D1p1.ti
~
r -• .. ~ ---
w -- TIP 0~ 0 TSF ,09
0 -r-i ... I
10 20
30 50
80 1 , "n,ltlvo fine graiMd
2 • ors.anlc m.slod al
• 3 . Clily
S.into.e Drlvo Inn Tho.sire
~..:MLC __
CPT-01o09

FRJCTION
0 'tSF
,--- I
• • tllty clay lo Clay
5 • clayey slll to sllty clay
6 • sandy slit to cllyoy $1lt
Geosoils Inc.

Operalor Ml,OK
Cono Nlirnt>w 0S6 1104
Oat.and Tlmo
~ ,DO
8/31/JO0t 8:2~9 Al'

CPT DATA
10 0
T
FIIIQ.t
%
l
'T • silty aand to uncty •lit
I • S11.nd to sllty wnd
r
10 0
Flltnt.me SDFOU
GPS
M &ll~\llf'I Oepltl ~
T
SPT N
200
10 • gravelly aantl to und
11 , w:ry stiff lino gr., nod (' I
■ 12 , Wild to dlrfoy u.nd rJ
'Soll blhrilOt IYPI and SPT ~od on dab from USC.198S
a:
0 >
...Jc( w - J: CL.
ow~ VJ ID
J:
to.

Net Area Ratio .8
Geosoils Inc.

Project Santee Drive Inn Theatre Operator
Job Number 5574-A-SC Cone Number
Hole Number CPT-02--09 Date and Time
MUDK --- DSG1104
8/31/2009 9:16:52 AM
Water Table Dept=hc.-------------~ 23=·=0~0~ft'"----- - --------

CPT DATA
FIiename
GPS
Maximum Depth
SPT N
SDF(02S).cpt

43.47 ft
a:::
0 >
...J ~ w
6 a.
~ §: TIP FRICTION Fs/Qt LU
'---+-O=-~-~--....:T_,Sc.c.. F_~--~....:4c.:c0.=. 0_IO=-----~..::T.,S"-F~-~~-,---.;. 10::.+-0=---------;%=---- 0 I 200 0
en co ~ 1o t-'o " --r--1- 1 '-f--r-i-r--r--r,---f1iiiiiiiiiil'1~--;-'L 10 20
30 40
50 J!O"------- ----- --------'-
1 - sensitive fine grained 4 - silty clay to clay
2 • organic material 5 - clayey silt to sllty clay
■ 3 - clay ■ 6 - sandy silt to clayey silt
Cone Size 10cm squared
7 - silty sand to sandy sllt
8 - sand to silty sand
9 - sand
■ 10 • gravelly sand to sand
11 - very .stiff fine grained ('I
■ 12 • sand to clayey sand (')
'Soll behavior type and SPT based on data from UBC-1983 f- Not Arc,• Rado .a
P<oject
.)ob N llfflbor
Santee Orr,• Inn Tnoan ----"5~574-A.SC
Hole Nu,,r,bor CPr,03,49
W•tor T•bClt Oop,h
TIP
TSP 400 0
0 . -. .=- -r,~7
FfU<:TtOH
TSP 1-
10 20
I
30 40
1 • toMICW. (dlC gr.tlrted ty clay to CIIDy
2 • organic rnai.ri.t 5 . clllyoy sm to silty c lay
clay • 6 • undy a lll to c:,J,yoy silt
COflo Slzo 10cm 5q1.1arod
Geosoils Inc.

Op•-ra1or
Cone Number

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CPT DATA
10 0
1 • allty .and 10 sandy silt
8 • Hnd to 11lty sand
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Geosoils Inc.

Project Santee Drive Inn Theatre Operator MUDK
Job Number 6674-A-SC Cone Number OSG1104
Hole Number CPT-04-<19 Date and Time 8/31/200910:64:03 AM Water Table Dept~h~-----------~2~3~.0~0~ft~------------- Net Area Ratio .8
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TSF 400 0

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0 10
20 30
40 50
60 1 - sensitive fine grained
2 - organic material
■ 3 - clay
4 - silty clay to clay
5 - clayey silt to silty clay
■ 6 - sandy silt to clayey silt
7 - silty sand to sandy silt
8 - sand to silty sand
9 - sand
10 0
Filename
GPS
Maximum Depth
SPTN
SOF{027).cpt

56.76 ft
a 10 - gravelly sand to sand
11 - very stiff fine grained ('I
■ 12 - sand to clayey sand(')
Cone Size 10cm squared 'Soil behavior type and SPT based on data from UBC-1983 0:::
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0 0
10 20
30 40
50 60
Geosoils Inc.

Project Santee Drive Inn Theatre Operator
Job Number 6674-A-SC -- Cone Number
MUDK
DSG1104
Hole Number CPT-(15-09 Date and Time 8131/200911:51:13 AM Water Table Oept~h~---------- -~23~.00~ ft~ ------------- TIP
TSF 400 0

FRICTION
TSF

CPT DATA
Fs/Qt
10 0----.--.----,.-~o/c,... • __, 1 T - I
1 • sensitive fine grained 4 - silty clay to clay 7 • silty sand to sandy silt 2 • organic material 5 . clayey silt to silty clay 8 - sand to silty sand ■ 3 - clay ■ 6 • sandy silt to clayey silt 9 • sand
10 0
Filename
GPS
Maximum Depth
SPT N
SOF(028).cpt

57.09 ft
■ 1 O • gravelly sand to sand
11 • very stiff fine grained(')
■ 12 • sand to clayey sand{')
Cone Size 10cm squared •soil behavlortyp& and SPT based on data from UBC-1983 Net Area Ratio .8
0 0
10 20
30 40
60 Project
Job Number
Hole Number
Water Table Depth
Santee Drive Inn Theatre
5574-A-SC
CPT--08--09
TIP
TSF 400 0

FRICTION
TSF
1 • sensitive fine grained 4 • silty clay to clay
2 • organic material
■ 3 • clay
Cone Size 10cm squared
5 - clayey silt to silty clay
D 6 • sandy sill to clayey silt
Geosoils Inc.

Operator ML/DK
DSG1104
FIiename
GPS
SDF(029).cpt
Cone Number
Date and Time 8/31/2009 12:43:03 PM Maximum Depth ---- _44~ .1~3~~ft --- - 23.00 ft

CPT DATA
Fs/Qt SPTN
10 0 -~--.---,c---',•;.F-.-~ 10 0 -~-~ -+-- - 7 --1 7 ,-- 200 7 • silty sand to sandy silt
8 • sand to silty sand
9 • sand
■ 10 • gravelly sand to sand
11 • very stiff fine grained(')
■ 12 • sand to clayey sand(')
• Soll behavior type and SPT based on data from UBC-1983 a::
0 5
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Cl) Ill I-
Chicago Title Company
725 South Figueroa Street, Suite 200, Los Angeles, CA 90017 Phone: (213) 488-4300 ● Fax: (213) 488-4377
CLTA Preliminary Report Form – Modified (11/17/06) Page 1 Issuing Policies of Chicago Title Insurance Company
ORDER NO.: 00183801-021-JI5-1TW
Chicago Title Company
725 South Figueroa Street, Suite 200
Los Angeles, CA 90017
ATTN: Joan Hawkins / Ina Ibrahim
Email: [email protected]
Main Office Line: (213) 488-4300
Title Officer: Ted Tan/Jennifer Wright (LA/Comm)
Title Officer Phone: (213) 488-4331
Title Officer Fax: (213) 488-4360
Title Officer Email: [email protected]
PROPERTY: 10990 NORTH WOODSIDE AVENUE, SANTEE, CA

PRELIMINARY REPORT
In response to the application for a policy of title insurance referenced herein, Chicago Title Company hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a policy or policies of title insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an exception herein or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations or Conditions of said policy forms.

The printed Exceptions and Exclusions from the coverage and Limitations on Covered Risks of said policy or policies are set forth in Attachment One. The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than that set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. Limitations on Covered Risks applicable to the CLTA and ALTA Homeowner’s Policies of Title Insurance which establish a Deductible Amount and a Maximum Dollar Limit of Liability for certain coverages are also set forth in Attachment One.

Copies of the policy forms should be read. They are available from the office which issued this report.

This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested.

The policy(s) of title insurance to be issued hereunder will be policy(s) of Chicago Title Insurance Company, a Florida corporation.

Please read the exceptions shown or referred to herein and the exceptions and exclusions set forth in Attachment One of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered.

It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects and encumbrances affecting title to the land.

Chicago Title Company
By:

Authorized Signature
By: ~c/;1£
Mlthac.lJ. Nolrto Prt."tS id~nr
A'T'TES'l' ~
~larjoric
~~
Nnnzura Sccrct.i:ry
Chicago Title Company
725 South Figueroa Street, Suite 200, Los Angeles, CA 90017 Phone: (213) 488-4300 ● Fax: (213) 488-4377
CLTA Preliminary Report Form – Modified (11/17/06) Page 2

PRELIMINARY REPORT
EFFECTIVE DATE: September 21, 2022 at 7:30 a.m.

ORDER NO.: 00183801-021-JI5-1TW
The form of policy or policies of title insurance contemplated by this report is:

1. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS:

A Fee, as to Parcels 1, 2 and 6.

Easement(s), as more fully described below, as to Parcels 3, 4 and 5.

2. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN:

The Forte Family Limited Partnership, a California limited partnership, as to Parcels 1, 2, 3, 4 and 5;
John E. Forte, Trustee under Declaration of Trust dated April 29, 1981, as to Parcel 6

3. THE LAND REFERRED TO IN THIS REPORT IS DESCRIBED AS FOLLOWS:

See Exhibit A attached hereto and made a part hereof.
~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii PRELIMINARY REPORT Chicago Title Company
YOUR REFERENCE: ORDER NO.: 00183801-021-JI5-1TW
CLTA Preliminary Report Form – Modified (11/17/06) Page 3 EXHIBIT “A”

LEGAL DESCRIPTION

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:

PARCEL 1:

THAT PORTION OF THE RESUBDIVISION OF LOTS 1 TO 19, INCLUSIVE, OF STEVENS AND HARTLEY’S

ALFALFA LANDS, IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1594, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 25, 1913, DESCRIBED AS FOLLOWS:

BEGINNING AT THE SOUTHWESTERLY CORNER OF SAID STEVENS AND HARTLEY’S ALFALFA LANDS; THENCE, ALONG THE BOUNDARY LINE OF SAID ALFALFA LANDS, NORTH 1° 27’ EAST, 2020.90 FEET, TO A POINT IN THE SAN DIEGO RIVER BED; THENCE, ALONG SAID SAN DIEGO RIVER BED, NORTH 61° 51’ EAST, 664.57 FEET, TO THE TRUE POINT OF BEGINNING; THENCE, SOUTH 1° 28’ 30” WEST (RECORD SOUTH 1° 27’ WEST), PARALLEL WITH THE WESTERLY BOUNDARY LINE OF SAID MAP NO. 1594, A DISTANCE OF 569.46 FEET, TO A POINT ON SAID PARALLEL LINE, DISTANT THEREON NORTH 1° 28’ 30” EAST, 504.21 FEET, FROM THE NORTHWEST CORNER OF THE LAND CONVEYED TO L. A THOMSON, BY DEED RECORDED MAY 8, 1956, IN BOOK 6091, PAGE 111, OF OFFICIAL RECORDS; THENCE, SOUTH 88° 31’ 30” EAST, 863.92 FEET; THENCE, SOUTH 1° 28’ 30” WEST, 504.21 FEET, TO THE NORTHEAST CORNER OF SAID THOMSON LAND; THENCE, SOUTH 1° 28’ 30” WEST, 123.75 FEET, TO A POINT IN THE NORTHWESTERLY LINE OF THE RIGHT OF WAY OF THE SAN DIEGO AND SOUTHEASTERN RAILROAD; THENCE, ALONG SAID NORTHWESTERLY LINE, NORTH 46° 51’ EAST, TO A POINT IN A LINE WHICH IS PARALLEL WITH AND 75 FEET EASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY LINE OF SAID THOMSON LAND; THENCE, NORTH 1° 28’ 30” EAST, ALONG SAID PARALLEL LINE AND THE NORTHERLY PROLONGATION THEREOF, TO A POINT IN A LINE WHICH IS PARALLEL WITH AND 604.21

FEET NORTHERLY, MEASURED AT RIGHT ANGLES, FROM THE NORTHERLY LINE OF SAID THOMSON LAND; THENCE, ALONG SAID PARALLEL LINE, NORTH 88° 31’ 30” WEST, 138.92 FEET; THENCE, NORTH 1° 28’ 30” EAST, TO A POINT IN THE SAN DIEGO RIVER BED, AS SHOWN ON SAID MAP NO. 1594; THENCE, ALONG SAID RIVER BED, SOUTH 66° 00’ WEST, TO AN ANGLE POINT THEREIN; THENCE, NORTH 77° 41’ WEST, 257 FEET; THENCE, SOUTH 87° 27’ WEST, 390.80 FEET; THENCE, SOUTH 61° 51’ WEST, 93.63 FEET, TO THE TRUE POINT OF BEGINNING.

EXCEPTING THE INTEREST OF THE STATE OF CALIFORNIA, AS CONVEYED BY DEED RECORDED JULY 13, 1962, AS DOCUMENT NO. 119481, OF OFFICIAL RECORDS.

ALSO EXCEPTING THEREFROM, THOSE PORTIONS OF STEVENS AND HARTLEY’S ALFALFA LANDS, IN

THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1594, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 25, 1913, AND OF BLOCKS 1 AND 5 OF THE SUBDIVISION OF LOTS “H” AND “O” OF RANCHO EL CAJON, ACCORDING TO MAP THEREOF NO. 817, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID

COUNTY, TOGETHER WITH THOSE PORTIONS OF THE WEST HALF OF MESA AVENUE, AS SHOWN ON SAID MAP NO. 1594 AND OF SAID MESA AVENUE LYING BETWEEN SAID BLOCKS 1 AND 5, AS VACATED AND CLOSED TO PUBLIC USE WHICH LIE WITHIN THE FOLLOWING DESCRIBED LAND:

BEGINNING AT THE NORTHWEST CORNER OF LOT 8 OF STEVENS AND HARTLEY’S ALFALFA LANDS, ACCORDING TO MAP THEREOF NO. 1348, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY; THENCE, SOUTH 88° 20’ 40” EAST, 719.40 FEET, TO THE POINT OF INTERSECTION OF THE NORTHWESTERLY LINE OF LOT 10 OF SAID MAP NO. 1348, WITH THE NORTHERLY

PROLONGATION OF THE EASTERLY LINE OF THE LAND DESCRIBED IN DEED TO JOHN FORTE, RECORDED JULY 18, 1962, AS DOCUMENT NO. 121864, OF OFFICIAL RECORDS OF SAN DIEGO COUNTY; THENCE, SOUTH 65° 54’ 20” WEST (RECORD SOUTH 66° WEST), 91.22 FEET, TO THE NORTHEASTERLY CORNER OF LOT 9 OF SAID MAP NO. 1348; THENCE, NORTH 72° 46’ 50” WEST PRELIMINARY REPORT Chicago Title Company
YOUR REFERENCE: ORDER NO.: 00183801-021-JI5-1TW

EXHIBIT A
(Continued)
CLTA Preliminary Report Form – Modified (11/17/06) Page 4 (RECORD NORTH 72° 41’ WEST), ALONG THE NORTHERLY LINE OF SAID LOT 9, TO SAID COURSE ABOVE DESIGNATED “SOUTH 88° 20’ 40” EAST”, BEING THE TRUE POINT OF BEGINNING; THENCE, CONTINUING NORTH 72° 46’ 50” WEST, TO AN ANGLE POINT IN SAID LOT 9; THENCE, SOUTH 87° 21’ 10” WEST, 390.79 FEET (RECORD SOUTH 87° 27’ WEST, 390.80 FEET), TO SAID NORTHWEST CORNER OF LOT 8; THENCE, SOUTH 88° 20’ 40” EAST, TO THE TRUE POINT OF BEGINNING.

PARCEL 2:

THAT PORTION OF BLOCKS 1 AND 5 OF THE SUBDIVISION OF LOTS “H” AND “O” OF RANCHO EL CAJON, ACCORDING TO MAP THEREOF NO. 817, IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF

CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, TOGETHER WITH THOSE PORTIONS OF MESA AVENUE LYING BETWEEN SAID BLOCKS 1 AND 5, AS VACATED AND CLOSED TO PUBLIC USE, DESCRIBED AS FOLLOWS:

BEGINNING AT THE NORTHEASTERLY CORNER OF LOT 9 OF STEVENS AND HARTLEY’S ALFALFA LANDS, ACCORDING TO MAP THEREOF NO. 1348, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY; THENCE, ALONG THE NORTHERLY LINE OF LOT 10, ACCORDING TO SAID MAP, NORTH 66° 00’ EAST, 91.22 FEET, TO THE NORTHERLY PROLONGATION OF THE EASTERLY LINE OF THE LAND DESCRIBED IN DEED TO JOHN FORTE, RECORDED JULY 18, 1962, AS DOCUMENT NO. 121864, OF OFFICIAL RECORDS OF SAN DIEGO COUNTY, BEING THE TRUE POINT OF BEGINNING;

THENCE, ALONG THE NORTH LINE OF LAND DESCRIBED IN DEED TO JOHN FORTE, RECORDED MARCH 19, 1966, AS FILE NO. 49552, OF OFFICIAL RECORDS, TO AND ALONG THE SOUTH LINE OF LAND DESCRIBED IN DEED TO KONRAD S. LEAK, ET AL, RECORDED MARCH 19, 1966, AS FILE NO. 49553, OF OFFICIAL RECORDS, WESTERLY (RECORD NORTH 88° 20’ 40” WEST), 719.40 FEET, TO THE NORTHWEST CORNER OF LOT 8, ACCORDING TO SAID MAP NO. 1348; THENCE, SOUTH 61° 51’ WEST, ALONG THE NORTHWESTERLY LINE OF SAID LOT 7, A DISTANCE OF 93.63 FEET; THENCE, NORTH 1° 27’ EAST, 85.80 FEET, MORE OR LESS, TO THE CENTER LINE OF SAID MESA AVENUE, BEING POINT “A”; THENCE, NORTH 86° 43’ EAST, ALONG THE STRAIGHT LINE CONNECTING SAID POINT “A” WITH THE NORTHEASTERLY CORNER OF LOT 10, ACCORDING TO SAID MAP NO. 1348, A DISTANCE OF 803.49

FEET, MORE OR LESS, TO SAID NORTHERLY PROLONGATION OF THE EASTERLY LINE OF FORTE LAND FIRST MENTIONED; THENCE, ALONG SAID PROLONGATION, SOUTH 1° 28’ 30” WEST, 109.64 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING.

PARCEL 3:

AN EASEMENT FOR ROAD PURPOSES AND FOR INGRESS AND EGRESS, OVER A STRIP OF LAND, 20 FEET WIDE, LOCATED ON A PARCEL OF LAND DESCRIBED AS FOLLOWS:

THOSE PORTIONS OF STEVENS AND HARTLEY’S ALFALFA LANDS, IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1594, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AND OF BLOCKS 1 AND 5 OF THE SUBDIVISION OF LOTS “H” AND “O” OF RANCHO EL CAJON, ACCORDING TO MAP THEREOF NO. 817, FILED IN THE

OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, TOGETHER WITH THOSE PORTIONS OF MESA AVENUE LYING BETWEEN SAID BLOCKS 1 AND 5, ACCORDING TO SAID MAP NO. 817, AS VACATED AND CLOSED TO PUBLIC USE, DESCRIBED AS FOLLOWS:

BEGINNING AT THE POINT OF INTERSECTION OF THE CENTER LINE OF MESA AVENUE, AS SHOWN ON SAID MAP NO. 1594, WITH THE NORTHWESTERLY LINE OF THE LAND DESCRIBED IN DEED TO THE STATE OF CALIFORNIA, RECORDED JULY 13, 1962, AS DOCUMENT NO. 119481, OF OFFICIAL RECORDS OF SAN DIEGO COUNTY; THENCE, ALONG SAID NORTHWESTERLY LINE (DEED SOUTH 46° 44’ 04” WEST), 366.86 FEET; THENCE, PARALLEL WITH SAID CENTER LINE, NORTH 1° 20’ 02” EAST, 810.90 FEET, TO THE TRUE POINT OF BEGINNING; THENCE, SOUTH 88° 39’ 58” EAST, 60.00 FEET; THENCE, NORTH 1° 20’ 02” EAST, TO THE NORTHERLY LINE OF LOT 11 OF STEVENS AND HARTLEY’S ALFALFA -----------
PRELIMINARY REPORT Chicago Title Company
YOUR REFERENCE: ORDER NO.: 00183801-021-JI5-1TW

EXHIBIT A
(Continued)
CLTA Preliminary Report Form – Modified (11/17/06) Page 5 LANDS, ACCORDING TO MAP THEREOF NO. 1348, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, STATE OF CALIFORNIA; THENCE, NORTH 1° 20’ 02” EAST, TO THE NORTHWESTERLY LINE OF PARCEL 4 OF THE LAND DESCRIBED IN DEED TO L. D. ALLEN, RECORDED SEPTEMBER 26, 1956, IN BOOK 6274, PAGE 505, OF OFFICIAL RECORDS; THENCE, ALONG THE NORTHWESTERLY LINE OF SAID LAND, SOUTH 56° 31’ WEST, TO THE NORTHEAST CORNER OF LOT 10, ACCORDING TO SAID MAP NO. 1348; THENCE, SOUTH 86° 43’ WEST, TO THE NORTHERLY

PROLONGATION OF THE EASTERLY LINE OF THE LAND DESCRIBED IN DEED TO JOHN FORTE, RECORDED JULY 18, 1962, AS DOCUMENT NO. 121864, OF OFFICIAL RECORDS OF SAN DIEGO COUNTY; THENCE, ALONG SAID PROLONGATION, SOUTH 1° 28’ 30” WEST, 109.64 FEET, MORE OR LESS, TO THE NORTHWEST LINE OF SAID LOT 1; THENCE, SOUTH 88° 39’ 58” EAST, TO THE WESTERLY LINE OF A 60 FOOT EASEMENT DESCRIBED IN PARCEL 2 OF DEED TO SOUTHLAND SAVINGS AND LOAN ASSOCIATION OF CHULA VISTA, RECORDED SEPTEMBER 30, 1966, AS FILE NO. 158140, OF OFFICIAL RECORDS; THENCE, ALONG SAID WESTERLY LINE, NORTH 1° 20’ 02” EAST, TO THE TRUE POINT OF BEGINNING, SAID 20 FOOT STRIP BEINGS IN THE EASTERLY LINE OF PARCEL 1 DESCRIBED ABOVE AND RUNS IN AN EASTERLY DIRECTION TO THE WESTERLY LINE OF A 60 FOOT EASEMENT DESCRIBED IN PARCEL 2 OF DEED TO SOUTHLAND SAVINGS AND LOAN ASSOCIATION OF CHULA VISTA, RECORDED SEPTEMBER 30, 1966, AS FILE NO. 158140, OF OFFICIAL RECORDS.

PARCEL 4:

AN EASEMENT AND RIGHT OF WAY FOR ROAD, SEWER, WATER, GAS, POWER AND TELEPHONE LINES

AND APPURTENANCES OVER, UNDER, ALONG AND ACROSS THOSE PORTIONS OF STEVENS AND HARTLEY’S ALFALFA LANDS, IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1594, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY AND OF BLOCKS 1 AND 5 OF THE SUBDIVISION OF LOTS “H” AND “O” OF RANCHO EL CAJON, ACCORDING TO MAP THEREOF NO. 817, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, TOGETHER WITH A PORTION OF MESA AVENUE LYING BETWEEN SAID BLOCKS 1 AND 5, AS VACATED AND CLOSED TO PUBLIC USE, DESCRIBED AS FOLLOWS:

A 60 FOOT STRIP OF LAND, THE WESTERLY LINE OF SAID STRIP BEING DESCRIBED AS FOLLOWS:

SAID STRIP TO TERMINATE ON THE SOUTH IN SAID NORTHWESTERLY LINE OF SAID STATE OF CALIFORNIA LAND.

PARCEL 5:

AN EASEMENT AND RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES OVER, UNDER, ALONG AND ACROSS A STRIP OF LAND, 20 FEET IN WIDTH, LYING WITHIN THOSE PORTIONS OF STEVENS AND HARTLEY’S ALFALFA LANDS, IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1594, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY AND OF BLOCKS 1 AND 5 OF THE SUBDIVISION OF LOTS “H” AND “O” OF RANCHO EL CAJON, ACCORDING TO MAP THEREOF NO. 817, FILED IN THE OFFICE OF THE COUNTY RECORDER OF

SAN DIEGO COUNTY, TOGETHER WITH THOSE PORTIONS OF THE WEST HALF OF MESA AVENUE, AS SHOWN ON SAID MAP NO. 1594 AND OF SAID MESA AVENUE LYING BETWEEN SAID BLOCKS 1 AND 5,

AS VACATED AND CLOSED TO PUBLIC USE, THE CENTER LINE OF SAID EASEMENT BEING DESCRIBED AS FOLLOWS:
------------- ---
------------
PRELIMINARY REPORT Chicago Title Company
YOUR REFERENCE: ORDER NO.: 00183801-021-JI5-1TW

EXHIBIT A
(Continued)
CLTA Preliminary Report Form – Modified (11/17/06) Page 6 BEGINNING AT THE NORTHWEST CORNER OF LOT 8 OF STEVENS AND HARTLEY’S ALFALFA LANDS, ACCORDING TO MAP THEREOF NO. 1348, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY; THENCE, SOUTH 88° 20’ 40” EAST, 719.40 FEET, TO THE POINT OF INTERSECTION OF THE NORTHWESTERLY LINE OF LOT 10 OF SAID MAP NO. 1348, WITH THE NORTHERLY

PROLONGATION OF THE EASTERLY LINE OF THE LAND DESCRIBED IN DEED TO JOHN FORTE, RECORDED JULY 18, 1962, AS DOCUMENT NO. 121864, OF OFFICIAL RECORDS OF SAN DIEGO COUNTY.

EXCEPTING THOSE PORTIONS LYING WITHIN PARCEL 2, DESCRIBED ABOVE.

PARCEL 6:

PORTIONS OF STEVENS AND HARTLEY’S ALFALFA LANDS, IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1594, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 25, 1913, AND OF BLOCKS 1 AND 5 OF THE SUBDIVISION OF LOTS “H” AND “O” OF RANCHO EL CAJON, ACCORDING TO MAP THEREOF NO. 817,

FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, TOGETHER WITH THOSE PORTIONS OF THE WEST HALF OF MESA AVENUE, AS SHOWN ON SAID MAP NO. 1594 AND OF SAID MESA AVENUE LYING BETWEEN SAID BLOCKS 1 AND 5, AS VACATED AND CLOSED TO PUBLIC USE WHICH LIE WITHIN THE FOLLOWING DESCRIBED LAND:

PROLONGATION OF THE EASTERLY LINE OF THE LAND DESCRIBED IN DEED TO JOHN FORTE, RECORDED JULY 18, 1962, AS DOCUMENT NO. 121864, OF OFFICIAL RECORDS OF SAN DIEGO COUNTY, BEING THE TRUE POINT OF BEGINNING; THENCE, SOUTH 65° 54’ 20” WEST (RECORD SOUTH 66° WEST), 91.22 FEET, TO THE NORTHEASTERLY CORNER OF LOT 9 OF SAID MAP NO. 1348; THENCE, NORTH 72° 46’ 50” WEST (RECORD NORTH 72° 41’ WEST), ALONG THE NORTHERLY LINE OF SAID LOT 9, TO SAID COURSE ABOVE DESIGNATED “SOUTH 88° 20’ 40” EAST”; THENCE, SOUTH 88° 20’ 40” EAST, TO THE TRUE POINT OF BEGINNING.

APN: 381-070-52-00
PRELIMINARY REPORT Chicago Title Company
YOUR REFERENCE: ORDER NO.: 00183801-021-JI5-1TW
CLTA Preliminary Report Form – Modified (11/17/06) Page 7

EXCEPTIONS

AT THE DATE HEREOF, ITEMS TO BE CONSIDERED AND EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN SAID POLICY FORM WOULD BE AS FOLLOWS:

A. Property taxes, including any personal property taxes and any assessments collected with taxes, are as follows:

Tax Identification No.: 381-070-52-00
Fiscal Year: 2022-2023
1st Installment: $16,036.89, Unpaid (Delinquent after December 10) Penalty: $1,603.68
2nd Installment: $16,036.89, Unpaid (Delinquent after April 10) Penalty and Cost: $1,613.68
Code Area: 16044
B. The lien of supplemental or escaped assessments of property taxes, if any, made pursuant to the provisions of Chapter 3.5 (commencing with Section 75) or Part 2, Chapter 3, Articles 3 and 4, respectively, of the Revenue and Taxation Code of the State of California as a result of the transfer of title to the vestee named in Schedule A or as a result of changes in ownership or new construction occurring prior to Date of Policy.

1. Water rights, claims or title to water, whether or not disclosed by the public records.

2. Easements for ingress and egress, pipelines, drainage and/or public utilities and incidental purposes thereto over, under, along and across the easement parcel(s) herein described as granted and/or reserved in various deeds of record.

Affects: Parcels 3, 4 and 5

3. The rights reserved in the deed from H. D. Williamson and wife, to T. L. Barnes, recorded December 29, 1910, in Book 506, Page 353, Deeds, which are as follows:
“Reserving to the Grantors, the right at any time to protect, if the Grantees, their heirs and successors do not sufficiently do so, from the encroachment of the San Diego River, to the right of way of said San Diego Cuyama Railway and to take from any part of said land, all earth, stones, brush and material necessary to property protect the wend thereof, from the encroachment of said river.” Note: By mesne conveyances of record, the interest of H. D. Williamson in the aforesaid rights, has since passed to and now vests in the County of San Diego, a public corporation.

4. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document:

Granted to: Walter H. Dupee
Purpose: ditch
Recording Date: May 6, 1913
Recording No: in Book 609, Page 278, Deeds
Affects: as described therein
Note: By mesne conveyances of record, the interest of Walter H. Dupee in the aforesaid ditch, has since passed to and now vests in the County of San Diego.

PRELIMINARY REPORT Chicago Title Company
YOUR REFERENCE: ORDER NO.: 00183801-021-JI5-1TW

EXCEPTIONS
(Continued)
CLTA Preliminary Report Form – Modified (11/17/06) Page 8

5. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document:

Granted to: San Diego Consolidated Gas & Electric Company, a corporation Purpose: public utilities, ingress and egress
Recording Date: January 14, 1918
Recording No: in Book 748, Page 161, Deeds
Affects: as described therein

6. Matters contained in that certain document
Entitled: Agreement
Dated: April 28, 1922
Executed by: Union Trust Company of San Diego, a corporation and F. W. Holsapple, Emma A. Holsapple and Gilchrist Estate Company, a corporation Recording Date: May 27, 1922
Recording No: in Book 890, Page 253, Deeds
Reference is hereby made to said document for full particulars.

7. The right of the owners of the property herein described, to divert certain amounts of water from the San Diego River for beneficial use upon their lands, subject however, to the prior rights of the City of San Diego, a municipal corporation and La Mesa, Lemon Grove and Spring Valley Irrigation District, to the use of the waters of said San Diego River, as decreed in that certain Judgment, rendered August 16, 1938, in an action of the Superior Court of San Diego County, California, entitled, “Phillip P. Martin, et al, Plaintiffs vs. The City of San Diego, a municipal corporation, et al, Defendants, Case No. 85300.”

8. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:

Purpose: roadway
Recording Date: March 5, 1951
Recording No: in Book 3999, Page 111, Official Records
Affects: as described therein

9. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document:

Granted to: San Diego Gas & Electric Company, a corporation Purpose: line of pipe
Recording Date: April 27, 1964
Recording No: as Instrument No. 75573, Official Records Affects: as described therein

10. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document:

Granted to: Konrad S. Leak and Laura A. Leak, James H. Stratton, Richard A. Miller, Scott G.

Miller and John Forte
Purpose: road and utility
Recording Date: March 19, 1965
Recording No: as Instrument No. 49554, Official Records Affects: as described therein
PRELIMINARY REPORT Chicago Title Company
YOUR REFERENCE: ORDER NO.: 00183801-021-JI5-1TW

EXCEPTIONS
(Continued)
CLTA Preliminary Report Form – Modified (11/17/06) Page 9

11. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document:

Granted to: San Diego Gas & Electric Company, a corporation Purpose: line of poles with wires
Recording Date: August 31, 1962
Recording No: as Instrument No. 151610, Official Records Affects: as described therein

12. An instrument entitled Declaration of Covenants for Street Improvements Executed by: John Forte
In favor of: County of San Diego
Recording Date: August 23, 1976
Recording No: as Instrument No. 76-273554, Official Records Reference is hereby made to said document for full particulars.

This covenant and agreement provides that it shall be binding upon any future owners, encumbrancers, their successors or assigns, and shall continue in effect until the advisory agency approves termination.

13. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other matters shown on
Map: Record of Survey
Recording Date: August 25, 1988
Recording No: Map No. 11770

14. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other matters shown on
Map: Record of Survey
Recording Date: June 1, 1989
Recording No: Map No. 12197

15. Matters contained in that certain document
Entitled: Boundary Agreement and Grant of Revocable License to Encroach Dated: January 8, 1992
Executed by: John Forte, Santee Drive-In Theatre, Inc. and Revel Family Trust Recording Date: February 14, 1992
Recording No: as Instrument No. 1992-0084989, Official Records Reference is hereby made to said document for full particulars.

16. An unrecorded lease with certain terms, covenants, conditions and provisions set forth therein as disclosed by the document
Entitled: Boundary Agreement and Grant of Revocable License to Encroach Lessor: John Forte
Lessee: Santee Drive-In Threatre, Inc.

Recording Date: February 14, 1992
Recording No: as Instrument No. 1992-0084989, Official Records PRELIMINARY REPORT Chicago Title Company
YOUR REFERENCE: ORDER NO.: 00183801-021-JI5-1TW

EXCEPTIONS
(Continued)
CLTA Preliminary Report Form – Modified (11/17/06) Page 10 The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein.

17. The Land described herein is included within a project area of the Redevelopment Agency shown below, and that proceedings for the redevelopment of said project have been instituted under the Redevelopment Law (such redevelopment to proceed only after the adoption of the Redevelopment Plan) as disclosed by a document.

Redevelopment Agency: The City of Santee Community Development Commission Recording Date: September 18, 2007
Recording No: as Instrument No. 2007-0611268, Official Records

18. Please be advised that our search did not disclose any open Deeds of Trust of record. If you should have knowledge of any outstanding obligation, please contact the Title Department immediately for further review prior to closing.

19. Any invalidity or defect in the title of the vestees in the event that the trust referred to herein is invalid or fails to grant sufficient powers to the trustee(s) or in the event there is a lack of compliance with the terms and provisions of the trust instrument.

If title is to be insured in the trustee(s) of a trust, (or if their act is to be insured), this Company will require a Trust Certification pursuant to California Probate Code Section 18100.5.

The Company reserves the right to add additional items or make further requirements after review of the requested documentation.

20. Any easements not disclosed by the public records as to matters affecting title to real property, whether or not said easements are visible and apparent.

21. Matters which may be disclosed by an inspection and/or by a correct ALTA/NSPS Land Title Survey of said Land that is satisfactory to the Company, and/or by inquiry of the parties in possession thereof.

22. Any rights of the parties in possession of a portion of, or all of, said Land, which rights are not disclosed by the public records.

The Company will require, for review, a full and complete copy of any unrecorded agreement, contract, license and/or lease, together with all supplements, assignments and amendments thereto, before issuing any policy of title insurance without excepting this item from coverage.

The Company reserves the right to except additional items and/or make additional requirements after reviewing said documents.

PLEASE REFER TO THE “INFORMATIONAL NOTES” AND “REQUIREMENTS” SECTIONS WHICH FOLLOW FOR INFORMATION NECESSARY TO COMPLETE THIS TRANSACTION.

END OF EXCEPTIONS
PRELIMINARY REPORT Chicago Title Company
YOUR REFERENCE: ORDER NO.: 00183801-021-JI5-1TW
CLTA Preliminary Report Form – Modified (11/17/06) Page 11

REQUIREMENTS SECTION

1. Unrecorded matters which may be disclosed by an Owner’s Affidavit or Declaration. A form of the Owner’s Affidavit/Declaration is attached to this Preliminary Report/Commitment. This Affidavit/Declaration is to be completed by the record owner of the land and submitted for review prior to the closing of this transaction. Your prompt attention to this requirement will help avoid delays in the closing of this transaction. Thank you.

The Company reserves the right to add additional items or make further requirements after review of the requested Affidavit/Declaration.

2. In order to complete this report, the Company requires a Statement of Information to be completed by the following party(s),
Party(s): All Parties
The Company reserves the right to add additional items or make further requirements after review of the requested Statement of Information.

NOTE: The Statement of Information is necessary to complete the search and examination of title under this order. Any title search includes matters that are indexed by name only, and having a completed Statement of Information assists the Company in the elimination of certain matters which appear to involve the parties but in fact affect another party with the same or similar name.

Be assured that the Statement of Information is essential and will be kept strictly confidential to this file.

3. The Company will require either (a) a complete copy of the trust agreement and any amendments thereto certified by the trustee(s) to be a true and complete copy with respect to the hereinafter named trust, or (b) a Certification, pursuant to California Probate Code Section 18100.5, executed by all of the current trustee(s) of the hereinafter named trust, a form of which is attached.

Name of Trust: John E. Forte Declaration of Trust dated April 29, 1981

4. Before issuing its policy of title insurance, the Company will require the following for the below-named limited partnership:

Name: The Forte Family Limited Partnership, a California limited partnership Certificate of Limited Partnership filed with the Secretary of State, in compliance with the provisions of the California Revised Limited Partnership Act, Section 15611 et. seq., Corporations Code.

Certified Copy of the Certificate of Limited Partnership certified by the Secretary of State filed with the County Recorder.

The Company reserves the right to add additional items or make further requirements after review of the requested documentation

END OF REQUIREMENTS
PRELIMINARY REPORT Chicago Title Company
YOUR REFERENCE: ORDER NO.: 00183801-021-JI5-1TW
CLTA Preliminary Report Form – Modified (11/17/06) Page 1

INFORMATIONAL NOTES SECTION

1. None of the items shown in this report will cause the Company to decline to attach ALTA Endorsement Form 9 to an Extended Coverage Loan Policy, when issued.

2. The Company is not aware of any matters which would cause it to decline to attach CLTA Endorsement Form 116 indicating that there is located on said Land, a Commercial property, known as 10990 North Woodside Avenue, located within the City of Santee, California, to an Extended Coverage Loan Policy.

3. Note: The policy of title insurance will include an arbitration provision. The Company or the insured may demand arbitration. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the insured arising out of or relating to this policy, any service of the Company in connection with its issuance or the breach of a policy provision or other obligation. Please ask your escrow or title officer for a sample copy of the policy to be issued if you wish to review the arbitration provisions and any other provisions pertaining to your Title Insurance coverage.

4. Notice: Please be aware that due to the conflict between federal and state laws concerning the cultivation, distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving Land that is associated with these activities.

5. Pursuant to Government Code Section 27388.1, as amended and effective as of 1-1-2018, a Documentary Transfer Tax (DTT) Affidavit may be required to be completed and submitted with each document when DTT is being paid or when an exemption is being claimed from paying the tax. If a governmental agency is a party to the document, the form will not be required. DTT Affidavits may be available at a Tax Assessor-County Clerk-Recorder.

6. The following Exclusion(s) are added to preliminary reports, commitments and will be included as an endorsement in the following policies:

A. 2006 ALTA Owner’s Policy (06-17-06).

6. Defects, liens, encumbrances, adverse claims, notices, or other matters not appearing in the Public Records but that would be disclosed by an examination of any records maintained by or on behalf of a Tribe or on behalf of its members.

B. 2006 ALTA Loan Policy (06-17-06).

8. Defects, liens, encumbrances, adverse claims, notices, or other matters not appearing in the Public Records but that would be disclosed by an examination of any records maintained by or on behalf of a Tribe or on behalf of its members.

9. Any claim of invalidity, unenforceability, or lack of priority of the lien of the Insured Mortgage based on the application of a Tribe’s law resulting from the failure of the Insured Mortgage to specify State law as the governing law with respect to the lien of the Insured Mortgage.

C. ALTA Homeowner’s Policy of Title Insurance (12-02-13) and CLTA Homeowner's Policy of Title Insurance (12-02-13).

10. Defects, liens, encumbrances, adverse claims, notices, or other matters not appearing in the Public Records but that would be disclosed by an examination of any records maintained by or on behalf of a Tribe or on behalf of its members.

D. ALTA Expanded Coverage Residential Loan Policy - Assessments Priority (04-02-15).

12. Defects, liens, encumbrances, adverse claims, notices, or other matters not appearing in the Public Records but that would be disclosed by an examination of any records maintained by or on behalf of a Tribe or on behalf of its members.

13. Any claim of invalidity, unenforceability, or lack of priority of the lien of the Insured Mortgage based on the application of a Tribe’s law resulting from the failure of the Insured Mortgage to specify State law as the governing law with respect to the lien of the Insured Mortgage.

PRELIMINARY REPORT Chicago Title Company
YOUR REFERENCE: ORDER NO.: 00183801-021-JI5-1TW

INFORMATIONAL NOTES
(Continued)
CLTA Preliminary Report Form – Modified (11/17/06) Page 2 E. CLTA Standard Coverage Policy 1990 (11-09-18).

7. Defects, liens, encumbrances, adverse claims, notices, or other matters not appearing in the public records but that would be disclosed by an examination of any records maintained by or on behalf of a tribe or on behalf of its members.

8. Any claim of invalidity, unenforceability, or lack of priority of the lien of the insured mortgage based on the application of a tribe’s law resulting from the failure of the insured mortgage to specify state law as the governing law with respect to the lien of the insured mortgage.

7. Note: There are NO conveyances affecting said Land recorded within 24 months of the date of this report.

END OF INFORMATIONAL NOTES
Ted Tan/Jennifer Wright (LA/Comm)/wa
Wire Fraud Alert Page 1
Original Effective Date: 5/11/2017
Current Version Date: 5/11/2017 WIRE0016 (DSI Rev. 12/07/17) TM and © Fidelity National Financial, Inc. and/or an affiliate. All rights reserved Wire Fraud Alert
This Notice is not intended to provide legal or professional advice. If you have any questions, please consult with a lawyer.

All parties to a real estate transaction are targets for wire fraud and many have lost hundreds of thousands of dollars because they simply relied on the wire instructions received via email, without further verification. If funds are to be wired in conjunction with this real estate transaction, we strongly recommend verbal verification of wire instructions through a known, trusted phone number prior to sending funds.

In addition, the following non‐exclusive self‐protection strategies are recommended to minimize exposure to possible wire fraud.
 NEVER RELY on emails purporting to change wire instructions. Parties to a transaction rarely change wire instructions in the course of a transaction.
 ALWAYS VERIFY wire instructions, specifically the ABA routing number and account number, by calling the party who sent the instructions to you. DO NOT use the phone number provided in the email containing the instructions, use phone numbers you have called before or can otherwise verify. Obtain the phone number of relevant parties to the transaction as soon as an escrow account is opened. DO NOT send an email to verify as the email address may be incorrect or the email may be intercepted by the fraudster.  USE COMPLEX EMAIL PASSWORDS that employ a combination of mixed case, numbers, and symbols. Make your passwords greater than eight (8) characters. Also, change your password often and do NOT reuse the same password for other online accounts.
 USE MULTI-FACTOR AUTHENTICATION for email accounts. Your email provider or IT staff may have specific instructions on how to implement this feature.

For more information on wire‐fraud scams or to report an incident, please refer to the following links:

Federal Bureau of Investigation: Internet Crime Complaint Center:
http://www.fbi.gov http://www.ic3.gov
I RE SAFE... Inquire before you wire!
Chicago Title Company
725 South Figueroa Street, Suite 200, Los Angeles, CA 90017 Phone: (213) 488-4300 ● Fax: (213) 488-4377
Notice of Available Discounts (Rev. 01-15-20) Last Saved: September 29, 2022 by WA MISC0164 (DSI Rev. 03/12/20) Escrow No.: 00183801-021-JI5-1TW Notice of Available Discounts
Pursuant to Section 2355.3 in Title 10 of the California Code of Regulations Fidelity National Financial, Inc. and its subsidiaries ("FNF") must deliver a notice of each discount available under our current rate filing along with the delivery of escrow instructions, a preliminary report or commitment. Please be aware that the provision of this notice does not constitute a waiver of the consumer's right to be charged the filed rate. As such, your transaction may not qualify for the below discounts.

You are encouraged to discuss the applicability of one or more of the below discounts with a Company representative. These discounts are generally described below; consult the rate manual for a full description of the terms, conditions and requirements for such discount. These discounts only apply to transactions involving services rendered by the FNF Family of Companies. This notice only applies to transactions involving property improved with a one-to-four family residential dwelling.

Not all discounts are offered by every FNF Company. The discount will only be applicable to the FNF Company as indicated by the named discount.

FNF Underwritten Title Company Underwritten by FNF Underwriters CTC – Chicago Title company CTIC – Chicago Title Insurance Company CLTC – Commonwealth Land Title Company CLTIC - Commonwealth Land Title Insurance Company FNTC – Fidelity National Title Company of California FNTIC – Fidelity National Title Insurance Company FNTCCA - Fidelity National Title Company of California FNTIC - Fidelity National Title Insurance Company TICOR – Ticor Title Company of California CTIC – Chicago Title Insurance Company LTC – Lawyer’s Title Company CLTIC – Commonwealth Land Title Insurance Company SLTC – ServiceLink Title Company CTIC – Chicago Title Insurance Company Available Discounts

DISASTER LOANS (CTIC, CLTIC, FNTIC)
The charge for a Lender's Policy (Standard or Extended coverage) covering the financing or refinancing by an owner of record, within twenty-four (24) months of the date of a declaration of a disaster area by the government of the United States or the State of California on any land located in said area, which was partially or totally destroyedin the disaster, will be fifty percent (50%) of the appropriatetitle insurance rate.

CHURCHES OR CHARITABLE NON-PROFIT ORGANIZATIONS (CTIC, FNTIC) On properties used as a church or for charitable purposes within the scope of the normal activities of such entities, provided said charge is normally the church's obligation the charge for an owner's policy shall be fifty percent (50%) to seventy percent (70%) of the appropriate title insurance rate, depending on the type of coverage selected. The charge for a lender's policy shall be forty (40%) to fifty percent (50%) of the appropriate title insurance rate, depending on the type of coverage selected. ~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii

FNF Privacy Statement (Eff. August 1, 2021) Copyright © 2021. Fidelity National Financial, Inc. All Rights Reserved MISC0219 (DSI Rev. 07/29/21) Page 1 Order No. 00183801-021-JI5-1TW FIDELITY NATIONAL FINANCIAL, INC.

PRIVACY NOTICE
Effective August 1, 2021
Fidelity National Financial, Inc. and its majority-owned subsidiary companies (collectively, “FNF,” “our,” or “we”) respect and are committed to protecting your privacy. This Privacy Notice explains how we collect, use, and protect personal information, when and to whom we disclose such information, and the choices you have about the use and disclosure of that information.

A limited number of FNF subsidiaries have their own privacy notices. If a subsidiary has its own privacy notice, the privacy notice will be available on the subsidiary’s website and this Privacy Notice does not apply.

Collection of Personal Information
FNF may collect the following categories of Personal Information:
 contact information (e.g., name, address, phone number, email address);  demographic information (e.g., date of birth, gender, marital status);  identity information (e.g. Social Security Number, driver’s license, passport, or other government ID number);  financial account information (e.g. loan or bank account information); and  other personal information necessary to provide products or services to you.

We may collect Personal Information about you from:
 information we receive from you or your agent;
 information about your transactions with FNF, our affiliates, or others; and  information we receive from consumer reporting agencies and/or governmental entities, either directly from these entities or through others.

Collection of Browsing Information
FNF automatically collects the following types of Browsing Information when you access an FNF website, online service, or application (each an “FNF Website”) from your Internet browser, computer, and/or device:
 Internet Protocol (IP) address and operating system;
 browser version, language, and type;
 domain name system requests; and
 browsing history on the FNF Website, such as date and time of your visit to the FNF Website and visits to the pages within the FNF Website.

Like most websites, our servers automatically log each visitor to the FNF Website and may collect the Browsing Information described above. We use Browsing Information for system administration, troubleshooting, fraud investigation, and to improve our websites.

Browsing Information generally does not reveal anything personal about you, though if you have created a user account for an FNF Website and are logged into that account, the FNF Website may be able to link certain browsing activity to your user account.

Other Online Specifics
Cookies. When you visit an FNF Website, a “cookie” may be sent to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer’s hard drive. Information gathered using cookies helps us improve your user experience. For example, a cookie can help the website load properly or can customize the display page based on your browser type and user preferences. You can choose whether or not to accept cookies by changing your Internet browser settings. Be aware that doing so may impair or limit some functionality of the FNF Website.

Web Beacons. We use web beacons to determine when and how many times a page has been viewed. This information is used to improve our websites.

Do Not Track. Currently our FNF Websites do not respond to “Do Not Track” features enabled through your browser.

Links to Other Sites. FNF Websites may contain links to unaffiliated third-party websites. FNF is not responsible for the privacy practices or content of those websites. We recommend that you read the privacy policy of every website you visit.

Use of Personal Information
FNF uses Personal Information for three main purposes:
 To provide products and services to you or in connection with a transaction involving you.  To improve our products and services.
 To communicate with you about our, our affiliates’, and others’ products and services, jointly or independently.

When Information Is Disclosed
We may disclose your Personal Information and Browsing Information in the following circumstances:
 to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure;  to nonaffiliated service providers who provide or perform services or functions on our behalf and who agree to use the information only to provide such services or functions;

FNF Privacy Statement (Eff. August 1, 2021) Copyright © 2021. Fidelity National Financial, Inc. All Rights Reserved MISC0219 (DSI Rev. 07/29/21) Page 2 Order No. 00183801-021-JI5-1TW  to nonaffiliated third party service providers with whom we perform joint marketing, pursuant to an agreement with them to jointly market financial products or services to you;
 to law enforcement or authorities in connection with an investigation, or in response to a subpoena or court order; or  in the good-faith belief that such disclosure is necessary to comply with legal process or applicable laws, or to protect the rights, property, or safety of FNF, its customers, or the public.

The law does not require your prior authorization and does not allow you to restrict the disclosures described above. Additionally, we may disclose your information to third parties for whom you have given us authorization or consent to make such disclosure. We do not otherwise share your Personal Information or Browsing Information with nonaffiliated third parties, except as required or permitted by law. We may share your Personal Information with affiliates (other companies owned by FNF) to directly market to you. Please see “Choices with Your Information” to learn how to restrict that sharing.

We reserve the right to transfer your Personal Information, Browsing Information, and any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets, or in the event of bankruptcy, reorganization, insolvency, receivership, or an assignment for the benefit of creditors. By submitting Personal Information and/or Browsing Information to FNF, you expressly agree and consent to the use and/or transfer of the foregoing information in connection with any of the above described proceedings.

Security of Your Information
We maintain physical, electronic, and procedural safeguards to protect your Personal Information.

Choices With Your Information
If you do not want FNF to share your information among our affiliates to directly market to you, you may send an “opt out” request as directed at the end of this Privacy Notice. We do not share your Personal Information with nonaffiliates for their use to direct market to you without your consent.

Whether you submit Personal Information or Browsing Information to FNF is entirely up to you. If you decide not to submit Personal Information or Browsing Information, FNF may not be able to provide certain services or products to you.

For California Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties, except as permitted by California law. For additional information about your California privacy rights, please visit the “California Privacy” link on our website (https://fnf.com/pages/californiaprivacy.aspx) or call (888) 413-1748.

For Nevada Residents: You may be placed on our internal Do Not Call List by calling (888) 714-2710 or by contacting us via the information set forth at the end of this Privacy Notice. Nevada law requires that we also provide you with the following contact information: Bureau of Consumer Protection, Office of the Nevada Attorney General, 555 E. Washington St., Suite 3900, Las Vegas, NV 89101; Phone number: (702) 486-3132; email: [email protected].

For Oregon Residents: We will not share your Personal Information or Browsing Information with nonaffiliated third parties for marketing purposes, except after you have been informed by us of such sharing and had an opportunity to indicate that you do not want a disclosure made for marketing purposes.

For Vermont Residents: We will not disclose information about your creditworthiness to our affiliates and will not disclose your personal information, financial information, credit report, or health information to nonaffiliated third parties to market to you, other than as permitted by Vermont law, unless you authorize us to make those disclosures.

Information From Children
The FNF Websites are not intended or designed to attract persons under the age of eighteen (18).We do not collect Personal Information from any person that we know to be under the age of thirteen (13) without permission from a parent or guardian.

International Users
FNF’s headquarters is located within the United States. If you reside outside the United States and choose to provide Personal Information or Browsing Information to us, please note that we may transfer that information outside of your country of residence. By providing FNF with your Personal Information and/or Browsing Information, you consent to our collection, transfer, and use of such information in accordance with this Privacy Notice.

FNF Website Services for Mortgage Loans
Certain FNF companies provide services to mortgage loan servicers, including hosting websites that collect customer information on behalf of mortgage loan servicers (the “Service Websites”). The Service Websites may contain links to both this Privacy Notice and the mortgage loan servicer or lender’s privacy notice. The sections of this Privacy Notice titled When Information is Disclosed, Choices with Your Information, and Accessing and Correcting Information do not apply to the Service Websites. The mortgage loan servicer or lender’s privacy notice governs use, disclosure, and access to your Personal Information. FNF does not share Personal Information collected through the Service Websites, except as required or authorized by contract with the mortgage loan servicer or lender, or as required by law or in the good-faith belief that such disclosure is necessary: to comply with a legal process or applicable law, to enforce this Privacy Notice, or to protect the rights, property, or safety of FNF or the public.

FNF Privacy Statement (Eff. August 1, 2021) Copyright © 2021. Fidelity National Financial, Inc. All Rights Reserved MISC0219 (DSI Rev. 07/29/21) Page 3 Order No. 00183801-021-JI5-1TW Your Consent To This Privacy Notice; Notice Changes
By submitting Personal Information and/or Browsing Information to FNF, you consent to the collection and use of the information in accordance with this Privacy Notice. We may change this Privacy Notice at any time. The Privacy Notice’s effective date will show the last date changes were made. If you provide information to us following any change of the Privacy Notice, that signifies your assent to and acceptance of the changes to the Privacy Notice.

Accessing and Correcting Information; Contact Us
If you have questions, would like to correct your Personal Information, or want to opt-out of information sharing for affiliate marketing, visit FNF’s Opt Out Page or contact us by phone at (888) 714-2710 or by mail to:

Fidelity National Financial, Inc.
601 Riverside Avenue,
Jacksonville, Florida 32204
Attn: Chief Privacy Officer

Attachment One – CA (Rev. 05-06-16) Page 1
© California Land Title Association. All rights reserved.

ATTACHMENT ONE (Revised 05-06-16)

CALIFORNIA LAND TITLE ASSOCIATION
STANDARD COVERAGE POLICY – 1990

EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of:

1. (a) Any law, ordinance or governmental regulation (including but not limited to building or zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien, or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy.

2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge.

3. Defects, liens, encumbrances, adverse claims or other matters:
(a) whether or not recorded in the public records at Date of Policy, but created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy.

4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with the applicable doing business laws of the state in which the land is situated.

5. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law.

6. Any claim, which arises out of the transaction vesting in the insured the estate of interest insured by this policy or the transaction creating the interest of the insured lender, by reason of the operation of federal bankruptcy, state insolvency or similar creditors' rights laws.

EXCEPTIONS FROM COVERAGE - SCHEDULE B, PART I
This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of:

1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records.

Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records.

2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof.

3. Easements, liens or encumbrances, or claims thereof, not shown by the public records.

4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records.

5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records.

6. Any lien or right to a lien for services, labor or material not shown by the public records.

CLTA HOMEOWNER'S POLICY OF TITLE INSURANCE (12-02-13)

ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE

EXCLUSIONS
In addition to the Exceptions in Schedule B, You are not insured against loss, costs, attorneys' fees, and expenses resulting from:

1. Governmental police power, and the existence or violation of those portions of any law or government regulation concerning:
a. building;
b. zoning;
c. land use;
d. improvements on the Land;
e. land division; and
f. environmental protection.

This Exclusion does not limit the coverage described in Covered Risk 8.a., 14, 15, 16, 18, 19, 20, 23 or 27.

2. The failure of Your existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15.

3. The right to take the Land by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17.

4. Risks:
a. that are created, allowed, or agreed to by You, whether or not they are recorded in the Public Records; b. that are Known to You at the Policy Date, but not to Us, unless they are recorded in the Public Records at the Policy Date;

Attachment One – CA (Rev. 05-06-16) Page 2
© California Land Title Association. All rights reserved.

The use of this Form is restricted to CLTA subscribers in good standing as of the date of use. All other uses are prohibited. Reprinted under license or express permission from the California Land Title Association. c. that result in no loss to You; or
d. that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, 8.e., 25, 26, 27 or 28.

5. Failure to pay value for Your Title.

6. Lack of a right:
a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A; and b. in streets, alleys, or waterways that touch the Land.

This Exclusion does not limit the coverage described in Covered Risk 11 or 21.

7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state insolvency, or similar creditors’ rights laws.

8. Contamination, explosion, fire, flooding, vibration, fracturing, earthquake, or subsidence.

9. Negligence by a person or an Entity exercising a right to extract or develop minerals, water, or any other substances.

LIMITATIONS ON COVERED RISKS
Your insurance for the following Covered Risks is limited on the Owner’s Coverage Statement as follows:
 For Covered Risk 16, 18, 19, and 21 Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A.

The deductible amounts and maximum dollar limits shown on Schedule A are as follows:

Your Deductible Amount
Our Maximum Dollar
Limit of Liability
Covered Risk 16: 1.00% of Policy Amount Shown in Schedule A or $2,500.00 (whichever is less)
$ 10,000.00
Covered Risk 18: 1.00% of Policy Amount Shown in Schedule A or $5,000.00 (whichever is less)
$ 25,000.00
Covered Risk 19: 1.00% of Policy Amount Shown in Schedule A or $5,000.00 (whichever is less)
$ 25,000.00
Covered Risk 21: 1.00% of Policy Amount Shown in Schedule A or $2,500.00 (whichever is less)
$ 5,000.00
2006 ALTA LOAN POLICY (06-17-06)

EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of:

1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to
(i) the occupancy, use, or enjoyment of the Land;
(ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or
(iv) environmental protection;
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5.
(b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6.

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13 or 14); or
(e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage.

4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated.

5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law.

6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors’ rights laws, that the transaction creating the lien of the Insured Mortgage, is
(a) a fraudulent conveyance or fraudulent transfer, or
(b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy.

7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b).

The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage:

EXCEPTIONS FROM COVERAGE
{Except as provided in Schedule B - Part II,{ t{or T}his policy does not insure against loss or damage, and the Company will not pay costs, attorneys’ fees or expenses, that arise by reason of:

Attachment One – CA (Rev. 05-06-16) Page 3
© California Land Title Association. All rights reserved.

The use of this Form is restricted to CLTA subscribers in good standing as of the date of use. All other uses are prohibited. Reprinted under license or express permission from the California Land Title Association. {PART I
{The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage:

1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records.

2. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land.

3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records.

4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records.

6. Any lien or right to a lien for services, labor or material not shown by the Public Records.}

PART II
In addition to the matters set forth in Part I of this Schedule, the Title is subject to the following matters, and the Company insures against loss or damage sustained in the event that they are not subordinate to the lien of the Insured Mortgage:} 2006 ALTA OWNER’S POLICY (06-17-06)

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10); or
(e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title.

4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors’ rights laws, that the transaction vesting the Title as shown in Schedule A, is
(a) a fraudulent conveyance or fraudulent transfer; or
(b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy.

5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A.

EXCEPTIONS FROM COVERAGE
This policy does not insure against loss or damage, and the Company will not pay costs, attorneys’ fees or expenses, that arise by reason of:
{The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage policy will also include the following Exceptions from Coverage:

2. Any facts, rights, interests, or claims that are not shown in the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land.

3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records.

6. Any lien or right to a lien for services, labor or material not shown by the Public Records. }

7. {Variable exceptions such as taxes, easements, CC&R’s, etc. shown here.}

Attachment One – CA (Rev. 05-06-16) Page 4
© California Land Title Association. All rights reserved.

ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY – ASSESSMENTS PRIORITY (04-02-15)

EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys’ fees or expenses which arise by reason of:

1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to
(i) the occupancy, use, or enjoyment of the Land;
(ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or
(iv) environmental protection;
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5, 6, 13(c), 13(d), 14 or 16. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 5, 6, 13(c), 13(d), 14 or 16.

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 16, 17, 18, 19, 20, 21, 22, 23, 24, 27 or 28); or
(e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage.

4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated.

5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury, or any consumer credit protection or truth-in-lending law. This Exclusion does not modify or limit the coverage provided in Covered Risk 26.

6. Any claim of invalidity, unenforceability or lack of priority of the lien of the Insured Mortgage as to Advances or modifications made after the Insured has Knowledge that the vestee shown in Schedule A is no longer the owner of the estate or interest covered by this policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11.

7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching subsequent to Date of Policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11(b) or 25.

8. The failure of the residential structure, or any portion of it, to have been constructed before, on or after Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6.

9. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors’ rights laws, that the transaction creating the lien of the Insured Mortgage, is
(a) a fraudulent conveyance or fraudulent transfer, or
(b) a preferential transfer for any reason not stated in Covered Risk 27(b) of this policy.

10. Contamination, explosion, fire, flooding, vibration, fracturing, earthquake, or subsidence.

11. Negligence by a person or an Entity exercising a right to extract or develop minerals, water, or any other substances.

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Owner’s Declaration Printed: 6/27/2017 2:26 PM by WA
MISC0220 (DSI Rev. 10/17/17) Page 1 Escrow No. : 00183801-021-JI5

OWNER'S DECLARATION
Escrow No.: 00183801-021-JI5-1TW
Property Address: 10990 North Woodside Avenue
Santee, CA
The undersigned hereby declares as follows:

1. (Fill in the applicable paragraph and strike the other) a. Declarant ("Owner") is the owner or lessee, as the case may be, of certain premises located at 10990 North Woodside Avenue, Santee, CA, further described as follows: See Preliminary Report/Commitment No. 00183801-TW for full legal description (the "Land").
b. Declarant is the ______________________________ of ____________________________________ ("Owner"), which is the owner or lessee, as the case may be, of certain premises located at 10990 North Woodside Avenue, Santee, CA, further described as follows: See Preliminary Report/Commitment No. 00183801-TW for full legal description (the "Land").

2. (Fill in the applicable paragraph and strike the other) a. During the period of six months immediately preceding the date of this declaration no work has been done, no surveys or architectural or engineering plans have been prepared, and no materials have been furnished in connection with the erection, equipment, repair, protection or removal of any building or other structure on the Land or in connection with the improvement of the Land in any manner whatsoever. b. During the period of six months immediately preceding the date of this declaration certain work has been done and materials furnished in connection with _________________________ upon the Land in the approximate total sum of $__________, but no work whatever remains to be done and no materials remain to be furnished to complete the construction in full compliance with the plans and specifications, nor are there any unpaid bills incurred for labor and materials used in making such improvements or repairs upon the Land, or for the services of architects, surveyors or engineers, except as follows:
___________________________________________. Owner, by the undersigned Declarant, agrees to and does hereby indemnify and hold harmless Chicago Title Company against any and all claims arising therefrom.

3. Owner has not previously conveyed the Land; is not a debtor in bankruptcy (and if a partnership, the general partner thereof is not a debtor in bankruptcy); and has not received notice of any pending court action affecting the title to the Land.

4. Except as shown in the above-referenced Preliminary Report/Commitment, there are no unpaid or unsatisfied mortgages, deeds of trust, Uniform Commercial Code financing statements, regular assessments, special assessments, periodic assessments or any assessment from any source, claims of lien, special assessments, or taxes that constitute a lien against the Land or that affect the Land but have not been recorded in the public records.

There are no violations of the covenants, conditions and restrictions as shown in the above-referenced Preliminary Report/Commitment.

5. The Land is currently in use as _____________________; _______________________ occupy/occupies the Land; and the following are all of the leases or other occupancy rights affecting the Land:
___________________________________________________________________________________

6. There are no other persons or entities that assert an ownership interest in the Land, nor are there unrecorded easements, claims of easement, or boundary disputes that affect the Land.

7. There are no outstanding options to purchase or rights of first refusal affecting the Land.

8. Between the most recent Effective Date of the above-referenced Preliminary Report/Commitment and the date of recording of the Insured Instrument(s), Owner has not taken or allowed, and will not take or allow, any action or inaction to encumber or otherwise affect title to the Land.

This declaration is made with the intention that Chicago Title Company (the "Company") and its policy issuing agents will rely upon it in issuing their title insurance policies and endorsements. Owner, by the undersigned Declarant, agrees to indemnify the Company against loss or damage (including attorneys fees, expenses, and costs) incurred by the Company as a result of any untrue statement made herein.

I declare under penalty of perjury that the foregoing is true and correct and that this declaration was executed on ______ at _________________________________.

Signature: ________________________________
MISC0008 (Rev. 09/15/2011)

STATEMENT OF INFORMATION
CONFIDENTIAL INFORMATION STATEMENT TO BE USED IN CONNECTION WITH ORDER NO: 00183801-021-JI5-1TW COMPLETION OF THIS FORM WILL EXPEDITE YOUR ORDER AND WILL HELP PROTECT YOU.

THE STREET ADDRESS of the property in this transaction is:

IF NONE LEAVE BLANK
ADDRESS: CITY:

IMPROVEMENTS:  SINGLE RESIDENCE  MULTIPLE RESIDENCE  COMMERCIAL OCCUPIED BY:  OWNER  LESSEE  TENANTS
ANY PORTION OF NEW LOAN FUNDS TO BE USED FOR CONSTRUCTION:  YES  NO

NAME SPOUSES NAME

FIRST MIDDLE LAST FIRST MIDDLE LAST

BIRTHPLACE BIRTH DATE BIRTHPLACE BIRTH DATE

I HAVE LIVED IN CALIFORNIA SINCE SOCIAL SECURITY NUMBER I HAVE LIVED IN CALIFORNIA SINCE SOCIAL SECURITY NUMBER DRIVER’S LICENSE NO. DRIVER’S LICENSE NO.

WIFE’S MAIDEN NAME:

WE WERE MARRIED ON AT
RESIDENCE(S) FOR LAST 10 YEARS

NUMBER AND STREET CITY FROM TO

NUMBER AND STREET CITY FROM TO
OCCUPATION(S) FOR LAST 10 YEARS

HUSBAND
PRESENT OCCUPATION FIRM NAME ADDRESS NO. OF YEARS
PRIOR OCCUPATION FIRM NAME ADDRESS NO. OF YEARS
PRIOR OCCUPATION FIRM NAME ADDRESS NO. OF YEARS
WIFE
PRESENT OCCUPATION FIRM NAME ADDRESS NO. OF YEARS
PRIOR OCCUPATION FIRM NAME ADDRESS NO. OF YEARS
PRIOR OCCUPATION FIRM NAME ADDRESS NO. OF YEARS
FORMER MARRIAGES: IF NO FORMER MARRIAGES, WRITE “NONE”:

NAME OF FORMER SPOUSE
IF DECEASED: DATE WHERE

CURRENT LOAN ON PROPERTY
PAYMENTS ARE BEING MADE TO: 2.

1. 3.

HOMEOWNERS ASSOCIATION NUMBER:

DATE SIGNATURE

HOME PHONE BUSINESS PHONE
TRST0003 (DSI Rev. 4/5/16)

RECORDING REQUESTED BY
Chicago Title Company
WHEN RECORDED MAIL TO:
=addressee=
ORDER NO.: 00183801-021-JI5-1TW
SPACE ABOVE THIS LINE FOR RECORDER’S USE

CERTIFICATION OF TRUST
California Probate Code Section 18100.5
The undersigned declare(s) under penalty of perjury under the laws of the State of California that the following is true and correct:

1. The Trust known as _________________________________________________________________________, executed on __________________________, is a valid and existing trust.

2. The name(s) of the settlor(s) of the Trust is (are): ___________________________________________________ __________________________________________________________________________________________

3. The name(s) of the currently acting trustee(s) is (are): _______________________________________________ __________________________________________________________________________________________

4. The trustee(s) of the Trust have the following powers (initial applicable line(s)):
______Power to acquire additional property.
______Power to sell and execute deeds.
______Power to encumber, and execute deeds of trust.
______Other: ______________________________________________________________________________

5. The Trust is (check one): _______ Revocable _______ Irrevocable The name of the person who may revoke the Trust is: _______________________________________________

6. The number of trustees who must sign documents in order to exercise the powers of the Trust is (are): ________, whose name(s) is (are): _______________________________________________________________________

7. Title to Trust assets is to be taken as follows: ______________________________________________________

8. The Trust has not been revoked, modified or amended in any manner which would cause the representations contained herein to be incorrect.

9. I (we) am (are) all of the currently acting trustees.

10. I (we) understand that I (we) may be required to provide copies of excerpts from the original Trust documents which designate the trustees and confer the power to act in the pending transaction.

Dated: _________________________________ ___________________________________________________ Order No.: 00183801-021-1TW
TRST0003 (Rev. 02/07/2012)
___________________________________________________
(Acknowledgement must be attached)

CERTIFICATE OF ACKNOWLEDGEMENT OF NOTARY PUBLIC
A notary public or other officer completing this
certificate verifies only the identity of the
individual who signed the document to which this
certificate is attached, and not the truthfulness,
accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF  ss:

On before me,
,
Notary Public, personally appeared
who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature

STATE OF CALIFORNIA
COUNTY OF  ss:

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature
Appendix J-1
Preliminary Hydrology Study

PRELIMINARY HYDROLOGY STUDY
For:

PALISADE SANTEE BUSINESS CENTER
Project Site Location/Address:
1099 N Woodside Avenue
Santee, CA 92071
Prepared For:

North Palisade Partners
1330 Factory Place STE 105
Los Angeles, CA 90013
Lead Agency:

City of Santee
10601 Magnolia Avenue
Santee, CA 92071
Prepared by:

DRC Engineering, Inc.
160 S. Old Springs Road, Suite 210
Anaheim, CA 92808
(714) 685-6860
Matthew Hellesen, P.E.

January 10, 2024
Project No. 22-534

PRELIMINARY HYDROLOGY REPORT PALISADE SANTEE BUSINESS CENTER 22-534 Hydrology Report.docx

TABLE OF CONTENTS
SECTION 1.0 PROJECT DESCRIPTION
Introduction
Project Description
SECTION 2.0 VICINITY MAP
SECTION 3.0 DESCRIPTION OF WATERSHED
Existing Site Conditions
Proposed Site Conditions
City of Santee San Diego River 100-Year Flood Level
Hydrologic Unit Contribution
SECTION 4.0 METHODOLOGY
Drainage System Overview
Hydrology Software
SECTION 5.0 CALCULATIONS
Runoff Coefficient
Rational Method
100-Year Flood Analysis
SECTION 6.0 CONCLUSION
SECTION 7.0 REFERENCES
SECTION 8.0 DECLARATION OF RESPONSIBLE CHARGE
SECTION 9.0 ATTACHMENTS
Attachment 1 – Figures & Tables
Attachment 2 – Watershed Information
Attachment 3 – Pre & Post Development Runoff
Calculations

PRELIMINARY HYDROLOGY REPORT PALISADE SANTEE BUSINESS CENTER 22-534 Hydrology Report.docx
SECTION 1.0 – PROJECT DESCRIPTION
Purpose of Study
The purpose of this study is to support the design and construction of a 300,145 square foot warehouse along with site improvements at 1099 N Woodside Avenue. The study will confirm post developed runoff does not exceed pre-developed peak flows and insure there will be no negative impacts to surrounding and downstream properties. The study will also discuss 100-year water surface elevations calculated for the neighboring San Diego River based on the “City of Santee Citywide Drainage Study” by BSI Consultants, Inc. written in 1990.

Project Description
The project proposes to build a 300,145 square foot warehouse within the property featuring two loading docks to the north and south. The overall footprint of the property is 16.8 acres. The site will also feature associated parking stalls walkways, 2 trash enclosures, landscaping and on-site utilities including storm drain, water and sewer. Access to the site will follow the existing drivein movie theater currently on the property and be from Woodside Avenue.

SECTION 2.0 – VICINITY MAP
E. NOPAL
INORTH i MAST BLVD, <,(

VICNTYMAP
NTS

PRELIMINARY HYDROLOGY REPORT PALISADE SANTEE BUSINESS CENTER 22-534 Hydrology Report.docx
SECTION 3.0 – DESCRIPTION OF WATERSHED
Existing Site Conditions
The existing site consists of a drive-in movie theater featuring a paved parking lot, two large viewing screens and a building in the center of the site that includes restrooms and a snack bar.

The property is accessed from Woodside Avenue on the south and neighbors the San Diego River to the north. Drainage on the site is moderately flat sloping towards the northwest of the site into the San Diego River with no on-site storm drain. All water currently surface flows into the San Diego River
Approximately 3.5 acres of onsite run-on currently flows onto the site. An existing 24 inch culvert located under CA-67 Freeway outlets at the entrance of site off of Woodside Avenue. This culvert collects approximately 2.8 acres from the freeway as well as the southern portion of Woodside Drive. An additional 0.7 acres covering the northern portion of Woodside Ave collects in the curb and gutter from south of Wheatlands Ave and outlets at the existing entrance of the site.

See the Existing Hydrology Map in Attachment 2.

Proposed Site Conditions
The proposed site will feature a 300,145 square foot warehouse along with associated parking stalls, walkways, 2 trash enclosures, landscaping and on-site utilities including storm drain, water and sewer. The site will generally match the existing drainage conditions. All onsite flows will be routed to an underground infiltration chamber that is sized based on County of San Diego LID requirements. High flows will bypass the infiltration system via a diversion manhole and will overflow into a proposed storm drain headwallstructure. A rip-rap pad at the headwall outlet will provide energy dissipation and will prevent slope scour and erosion.

Offsite flows from the existing culvert and Woodside Avenue to the south will be accepted by a proposed 24” bypass storm drain and will outlet to the San Diego River via a headwall structure with rip-rap, matching existing drainage patterns. It should be noted that the bypass storm drain will not be connected to the underground infiltration chambers.

See the Proposed Hydrology Map in Attachment 2.

City of Santee Citywide Drainage Study San Diego River 100-Year Flood Level The City of Santee Citywide Drainage Study written by BSI consultants was used as the basis for reviewing 100-Year flood levels within the San Diego River relative to our site. HEC 2 runs were performed in July of 1992 using a City of Santee flow rate yielding water surface elevations within the 100 year floodway. The HEC 2 run yielded a 100 year city water surface elevation of 351.73.

Hydrologic Unit Contribution
The project is located in the Lower San Diego Hydrologic Unit (907.1)

PRELIMINARY HYDROLOGY REPORT PALISADE SANTEE BUSINESS CENTER 22-534 Hydrology Report.docx
SECTION 4.0 METHODOLOGY
Drainage System Overview
The proposed drainage system for this project is designed to comply with the 2003 San Diego Hydrology Manual.

The system consists of a various sizes of HDPE pipe conveying stormwater to an underground infiltration chamber located to the north of the site. The infiltration chamber has been sized to infiltrate the design capture volume based on San Diego County LID requirements. The infiltration system is designed to fully retain the required design capture volume by filling the infiltration chambers. Stormwater in excess of the required design capture volume will bypass the infiltration system via a diversion manhole and will outlet to a headwall structure with rip-rap.

The infiltration chamber has a system volume of 26,891 cubic feet and consists of a total area of 6,233 sf. The infiltration chambers will pond to an elevation of 348.50 before stormwater outlets to the headwall structure via the diversion manhole.

An additional 24-inch HDPE pipe will accept flows from the existing 24-inch culvert located under CA-67 Freeway outlets at the entrance of site off of Woodside Avenue. The proposed storm drain has been designed to route stormwater to the north underneath the proposed site and outlet via a headwall structure with rip-rap. The full flow capacity of this pipe sloped at 0.5% is 20.79 cfs.

See the Proposed Hydrology Map and Upstream Run-On Exhibit in Attachment 2.

The following sections detail the calculations performed and resulting compliance with the aforementioned design manuals.

Hydrology Software
Advanced Engineering Software (AES) was utilized to model the 10 year, 50 year and 100 year hydrology for the site using the Rational Method set forth in the San Diego Hydrology Manual.

SECTION 5.0 CALCULATIONS
Runoff Coefficient
The proposed site was found to be within Hydrologic Soil Group ‘A’ based on the County of San Diego Hydrology Manual Soil Hydrologic Group Map as well as UC Davis NRCS Soil Web where it was labeled as being 85% Visalia soil type.

The “C” value for both the existing and proposed condition was selected to be 0.80 which represents an 85% impervious site with Soil Type ‘A’. This land use would be considered General Commercial which matches the proposed development type. The existing site features approximately 85% impervious surface consisting of a paved parking lot.

PRELIMINARY HYDROLOGY REPORT PALISADE SANTEE BUSINESS CENTER 22-534 Hydrology Report.docx
Rational Method
Both existing and proposed conditions were ran using the Rational Method in AES to calculate the peak flows and time of concentrations seen with the 10 year, 50 year and 100 year storms. The results are below.

Peak 10-Year Runoff
Node No. Time of Concentration (min.) Runoff (cfs)
Existing 101 4.35 63.78
Proposed (Onsite) 19 6.91 42.76
Proposed (Run-On) 11.5 8.24 13.24
Proposed (Total) - - 56.00
Difference - 7.78 cfs
Peak 50-Year Runoff
Node No. Time of Concentration (min.) Runoff (cfs)
Existing 101 4.35 85.04
Proposed (Onsite) 19 7.95 56.89
Proposed (Run-On) 11.5 6.79 17.65
Proposed (Total) - - 74.54
Difference - 10.50 cfs
Peak 100-Year Runoff
Node No. Time of Concentration (min.) Runoff (cfs)
Existing 101 4.35 92.12
Proposed (Onsite) 19 7.87 61.52
Proposed (Run-On) 11.5 6.99 19.13
Proposed (Total) - - 80.65
Difference - 11.47 cfs
See Attachment 3 for calculations.

For site run-on, a maximum flow of 19.13 cfs will be seen in the 100-Year storm and be accepted by the on-site 24-inch storm drain that bypasses the infiltration system. With a full flow capacity of 20.79 cfs, the 24-inch storm drain is an acceptable size to handle the flows seen in the existing culvert. The calculation of full flow capacity using Manning’s equation can be found in Attachment 3 following the rational method calculations.
100-Year Flood Analysis
The limits of the floodway elevation of 351.73 have been depicted in the Proposed Hydrology Map found in Attachment 2. The finished floor of the proposed building is sloped and varies from 356.5 to 359.1 finished floor elevation.

SECTION 6.0 CONCLUSIONS

PRELIMINARY HYDROLOGY REPORT PALISADE SANTEE BUSINESS CENTER 22-534 Hydrology Report.docx
The study and resulting data indicate that the project will not increase 10-year, 50-year and 100- year peak runoff and therefore have no negative impact on the existing downstream storm drain facilities or properties. The finished floor of the proposed building will be over 4’ higher than the 100-year flood levels that will be seen within the San Diego River. All City of Santee minimum requirements for the site have been met.

SECTION 7.0 REFERENCES
County of San Diego, Department of Public Works, Flood Control Section, June 2003 San Diego County Hydrology Manual
City of Santee, Department of Public Works, July 1992 San Diego River Flood Study City of Santee, Department of Public Works, February 1990 City of Santee Citywide Drainage Study

PRELIMINARY HYDROLOGY REPORT PALISADE SANTEE BUSINESS CENTER 22-534 Hydrology Report.docx
SECTION 8.0 DECLARATION OF RESPONSIBLE CHARGE
I hereby declare that I am the engineer of work for this project. That I have exercised responsible charge over the design of the project as defined in section 6703 of the business and professions codes, and that the design is consistent with current design.

I understand that the check of the project drawings and specifications by the City of Santee is confined to a review only and does not relieve me, as engineer of work, of my responsibilities for project design.

ENGINEER OF WORK
DRC Engineering, Inc.
160 S Old Springs Road
Anaheim Hills, CA 92808
Tel – (714) 685-6860
Project Number: 22-534
________________________________________________ _ _
Matthew Hellesen, RCE 45629 Date
Registration Expire: September 30, 2025
01/10/24

PRELIMINARY HYDROLOGY REPORT PALISADE SANTEE BUSINESS CENTER 22-534 Hydrology Report.docx
ATTACHMENT 1
Figures & Tables
San Diego County Hydrology Manual
Date: June 2003
Table 3-1
Section:

Page:

RUNOFF COEFFICIENTS FOR URBAN AREAS
Land Use Runoff Coefficient "C"
SoilT, e
NRCS Elements Coun Elements %IMPER A B
Undisturbed Natural Terrain (Natural) Permanent Open Space o• 0.20 0.25 Low Density Residential (LDR) Residential 1.0 DU/A or less 10 0.27 0.32 Low Density Residential (LDR) Residential 2.0 DU/A or less 20 0.34 0.38 Low Density Residential (LDR) Residential 2.9 DU/A or less 25 0.38 0.41 Medium Density Residential (lvlDR) Residential 4.3 DU/A or less 30 0.41 0.45 Medium Density Residential (lv!DR) Residential, 7.3 DU/A or less 40 0.48 0.51 Medium Density Residential (MOR) Residential, I0.9DU/A or less 45 0.52 0.54 Medium Density Residential (MOR) Residential, 14.5 DU/A or less 50 0.55 0.58 Hig h Density Residential (HDR) Residential, 24.0 DU/A or less 65 0.66 0.67 High Density Residential (HDR) Residential, 43.0 DU/ A or less 80 0.76 0.77 Commercial/Industrial (N. Com) Neighborhood Commercial 80 0.76 0.77 Commercial/Industrial (G. Com) General Commercial 85 10.80 1 0.80 Commercia l/Industrial (O.P. Com) OfTicc Professional/Commercial 90 0.83 0.84 Commercial/Industrial (Limited I.) Limited Industrial 90 0.83 0.84 Commercial/lndustrial General 1. General Jndustrial 95 0.87 0.87 C
0 30
036

0.42 0.45

0.48 0.54

0.57 0.60
069

0.78 0.78

0.8 1

0.84 0.84

0.87 3
6of26
D

0.35 0.41

0.46 0.49

0.52 0.57

0.60 0.63

0.7 1

0.79 0.79

0.82 0.85

0.85 0.87
*The values associated w ith 0% impervious may be used for direct calculation o f the runoff coefficient as described in Section 3. 1.2 (representing the pervious runoff coefficient, Cp, for the soil type), or for areas that will remain undisturbed in perpetuity. Justification must be gil'en that the area will remain natural forever (e.g., the area is located in Cleveland National Forest).

DU/ A = dwelling units per acre
NRCS = National Resources Consefl'ation Sefl'ie<!
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116°15'0"W
116°15'0"W
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116°30'0"W
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116°45'0"W
117°0'0"W
117°0'0"W
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117°30'0"W
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33°15'0"N
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County of San Diego
Hydrology Manual
Soil Hydrologic Group
Legend
Major Roads
Incorporated City Bdy

HYDROLOGIC SOIL GROUP
Hydrologic Group Undefined
Hydrologic Group A
Hydrologic Group B
Hydrologic Group C
Hydrologic Group D
No Soil Data

THIS MAP IS PROVIDED WITHOUT WARRANTY OF ANY KIND,

EITHER EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED

TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY AND
FITNESS FOR A PARTICULAR PURPOSE.

This product may contain information from the SANDAG Regional Information System which cannot be reproduced without the written permission of SANDAG.

This product may contain information which has been reproduced with permission granted by Thomas Brothers Maps.

Note: Soil Data Source

USDA/NRCS
SSURGO Soils 2007
± 3 0 3 1.5 Miles
Riverside County
Pacific Ocean
Imperial County
Mexico
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SITE *
* UC DAVIS NRCS SOIL WEB 85%

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PRELIMINARY HYDROLOGY REPORT PALISADE SANTEE BUSINESS CENTER 22-534 Hydrology Report.docx
ATTACHMENT 2
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TRIBUTARY BOUNDARY

SURF ACE FLOW LINE
FLO\\UNE UNDERGROUND

NODE NUMBER

FLOW DISTANCE

AREA CONTRIBUTING TO FLOW FROM OFFSITE
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160 S. Old Springs Road
Suite 210
Anaheim Hills, CA 92808
714-685-6860

PRELIMINARY HYDROLOGY REPORT PALISADE SANTEE BUSINESS CENTER 22-534 Hydrology Report.docx
ATTACHMENT 3
Pre & Post Development Runoff Calculations
____________________________________________________________________________ ****************************************************************************

RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT
2003,1985,1981 HYDROLOGY MANUAL
(c) Copyright 1982-2015 Advanced Engineering Software (aes) Ver. 22.0 Release Date: 07/01/2015 License ID 1510
Analysis prepared by:

DRC Engineering, Inc.
160 South Old Springs Road, Suite 210
Anaheim Hills, CA 92808
714-685-6860
************************** DESCRIPTION OF STUDY ************************** * 22-534 Palisade Santee *
* Existing Condition *
* 10 year *
************************************************************************** FILE NAME: 22534E.DAT
TIME/DATE OF STUDY: 08:29 03/28/2023
---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
---------------------------------------------------------------------------- 2003 SAN DIEGO MANUAL CRITERIA
USER SPECIFIED STORM EVENT(YEAR) = 10.00
6-HOUR DURATION PRECIPITATION (INCHES) = 1.800
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 1.00 SAN DIEGO HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: USE MODIFIED RATIONAL METHOD PROCEDURES FOR CONFLUENCE ANALYSIS *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
=== ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS:

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
**************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 2212.00
UPSTREAM ELEVATION(FEET) = 368.80
DOWNSTREAM ELEVATION(FEET) = 351.00
ELEVATION DIFFERENCE(FEET) = 17.80
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.348
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 56.09
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 63.78
TOTAL AREA(ACRES) = 16.81 TOTAL RUNOFF(CFS) = 63.78
============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 16.8 TC(MIN.) = 4.35
PEAK FLOW RATE(CFS) = 63.78
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS
____________________________________________________________________________ ****************************************************************************

DRC Engineering, Inc.
160 South Old Springs Road, Suite 210
Anaheim Hills, CA 92808
714-685-6860
************************** DESCRIPTION OF STUDY ************************** * 22-534 Palisade Santee *
* Existing Condition *
* 50 year *
************************************************************************** FILE NAME: 22534E.DAT
TIME/DATE OF STUDY: 08:25 03/28/2023
---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
---------------------------------------------------------------------------- 2003 SAN DIEGO MANUAL CRITERIA
USER SPECIFIED STORM EVENT(YEAR) = 50.00
6-HOUR DURATION PRECIPITATION (INCHES) = 2.400
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 1.00 SAN DIEGO HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: USE MODIFIED RATIONAL METHOD PROCEDURES FOR CONFLUENCE ANALYSIS *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
**************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 2212.00
UPSTREAM ELEVATION(FEET) = 368.80
DOWNSTREAM ELEVATION(FEET) = 351.00
ELEVATION DIFFERENCE(FEET) = 17.80
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.348
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 56.09
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 85.04
TOTAL AREA(ACRES) = 16.81 TOTAL RUNOFF(CFS) = 85.04
============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 16.8 TC(MIN.) = 4.35
PEAK FLOW RATE(CFS) = 85.04
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS
____________________________________________________________________________ ****************************************************************************

DRC Engineering, Inc.
160 South Old Springs Road, Suite 210
Anaheim Hills, CA 92808
714-685-6860
************************** DESCRIPTION OF STUDY ************************** * 22-534 Palisade Santee *
* Existing Condition *
* 100 year *
************************************************************************** FILE NAME: 22534E.DAT
TIME/DATE OF STUDY: 08:16 03/28/2023
---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
---------------------------------------------------------------------------- 2003 SAN DIEGO MANUAL CRITERIA
USER SPECIFIED STORM EVENT(YEAR) = 100.00
6-HOUR DURATION PRECIPITATION (INCHES) = 2.600
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 1.00 SAN DIEGO HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: USE MODIFIED RATIONAL METHOD PROCEDURES FOR CONFLUENCE ANALYSIS *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
**************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 2212.00
UPSTREAM ELEVATION(FEET) = 368.80
DOWNSTREAM ELEVATION(FEET) = 351.00
ELEVATION DIFFERENCE(FEET) = 17.80
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.348
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 56.09
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 92.12
TOTAL AREA(ACRES) = 16.81 TOTAL RUNOFF(CFS) = 92.12
============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 16.8 TC(MIN.) = 4.35
PEAK FLOW RATE(CFS) = 92.12
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS
____________________________________________________________________________ ****************************************************************************

DRC Engineering, Inc.
160 South Old Springs Road, Suite 210
Anaheim Hills, CA 92808
714-685-6860
************************** DESCRIPTION OF STUDY ************************** * 22-534 Palisade Santee *
* Proposed Condition *
* 10 Year *
************************************************************************** FILE NAME: 22534P.DAT
TIME/DATE OF STUDY: 15:00 07/13/2023
---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
---------------------------------------------------------------------------- 2003 SAN DIEGO MANUAL CRITERIA
USER SPECIFIED STORM EVENT(YEAR) = 10.00
6-HOUR DURATION PRECIPITATION (INCHES) = 1.800
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 1.00 SAN DIEGO HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: USE MODIFIED RATIONAL METHOD PROCEDURES FOR CONFLUENCE ANALYSIS *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
**************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 825.00
UPSTREAM ELEVATION(FEET) = 368.80
DOWNSTREAM ELEVATION(FEET) = 355.91
ELEVATION DIFFERENCE(FEET) = 12.89
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.850
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 68.44
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 13.24
TOTAL AREA(ACRES) = 3.49 TOTAL RUNOFF(CFS) = 13.24
**************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 11.50 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 355.91 DOWNSTREAM(FEET) = 349.80 FLOW LENGTH(FEET) = 1146.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.24
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 13.24
PIPE TRAVEL TIME(MIN.) = 3.06 Tc(MIN.) = 6.91
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 11.50 = 1971.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 0.00 IS CODE = 13
---------------------------------------------------------------------------- >>>>>CLEAR THE MAIN-STREAM MEMORY<<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 31.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 233.00
UPSTREAM ELEVATION(FEET) = 357.10
DOWNSTREAM ELEVATION(FEET) = 355.50
ELEVATION DIFFERENCE(FEET) = 1.60
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.487
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 53.73
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 2.05
TOTAL AREA(ACRES) = 0.54 TOTAL RUNOFF(CFS) = 2.05
**************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 12.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.50 DOWNSTREAM(FEET) = 349.70 FLOW LENGTH(FEET) = 22.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 3.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 10.75
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.05
PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 4.52
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 12.00 = 255.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 349.70 DOWNSTREAM(FEET) = 346.70 FLOW LENGTH(FEET) = 355.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 4.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 4.46
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.05
PIPE TRAVEL TIME(MIN.) = 1.33 Tc(MIN.) = 5.85
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 610.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 5.85
RAINFALL INTENSITY(INCH/HR) = 4.29
TOTAL STREAM AREA(ACRES) = 0.54
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.05
**************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 41.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 197.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.936
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 65.56
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 2.20
TOTAL AREA(ACRES) = 0.58 TOTAL RUNOFF(CFS) = 2.20
**************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 13.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 346.70 FLOW LENGTH(FEET) = 22.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 15.31
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.20
PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 3.96
LONGEST FLOWPATH FROM NODE 40.00 TO NODE 13.00 = 219.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.96
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 0.58
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.20
**************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 51.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 371.00
UPSTREAM ELEVATION(FEET) = 359.45
DOWNSTREAM ELEVATION(FEET) = 354.20
ELEVATION DIFFERENCE(FEET) = 5.25
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.914
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 66.23
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 4.21
TOTAL AREA(ACRES) = 1.11 TOTAL RUNOFF(CFS) = 4.21
**************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 13.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE:

TIME OF CONCENTRATION(MIN.) = 3.91
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 1.11
PEAK FLOW RATE(CFS) AT CONFLUENCE = 4.21
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 2.05 5.85 4.287 0.54
2 2.20 3.96 4.743 0.58
3 4.21 3.91 4.743 1.11

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 3 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 7.76 3.91 4.743
2 7.80 3.96 4.743
3 7.85 5.85 4.287
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 7.85 Tc(MIN.) = 5.85
TOTAL AREA(ACRES) = 2.2
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 610.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 346.70 DOWNSTREAM(FEET) = 345.70 FLOW LENGTH(FEET) = 173.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 10.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.68
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 7.85
PIPE TRAVEL TIME(MIN.) = 0.51 Tc(MIN.) = 6.35
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 783.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.35
RAINFALL INTENSITY(INCH/HR) = 4.06
TOTAL STREAM AREA(ACRES) = 2.23
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.85
**************************************************************************** FLOW PROCESS FROM NODE 60.00 TO NODE 61.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 151.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.771
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 71.82
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 1.37
TOTAL AREA(ACRES) = 0.36 TOTAL RUNOFF(CFS) = 1.37
**************************************************************************** FLOW PROCESS FROM NODE 61.00 TO NODE 14.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 345.70 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.24
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 1.37
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 3.82
LONGEST FLOWPATH FROM NODE 60.00 TO NODE 14.00 = 185.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.82
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 0.36
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.37
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 7.85 6.35 4.063 2.23
2 1.37 3.82 4.743 0.36

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 8.09 3.82 4.743
2 9.02 6.35 4.063
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 9.02 Tc(MIN.) = 6.35
TOTAL AREA(ACRES) = 2.6
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 783.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 345.70 DOWNSTREAM(FEET) = 344.60 FLOW LENGTH(FEET) = 192.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 11.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.86
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 9.02
PIPE TRAVEL TIME(MIN.) = 0.55 Tc(MIN.) = 6.90
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 15.00 = 975.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.90
RAINFALL INTENSITY(INCH/HR) = 3.85
TOTAL STREAM AREA(ACRES) = 2.59
PEAK FLOW RATE(CFS) AT CONFLUENCE = 9.02
**************************************************************************** FLOW PROCESS FROM NODE 70.00 TO NODE 71.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 148.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.760
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 72.36
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 1.29
TOTAL AREA(ACRES) = 0.34 TOTAL RUNOFF(CFS) = 1.29
**************************************************************************** FLOW PROCESS FROM NODE 71.00 TO NODE 15.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 344.60 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.83
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 1.29
PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 3.80
LONGEST FLOWPATH FROM NODE 70.00 TO NODE 15.00 = 182.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.80
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 0.34
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.29
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 9.02 6.90 3.853 2.59
2 1.29 3.80 4.743 0.34

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 8.61 3.80 4.743
2 10.06 6.90 3.853
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 10.06 Tc(MIN.) = 6.90
TOTAL AREA(ACRES) = 2.9
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 15.00 = 975.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 344.60 DOWNSTREAM(FEET) = 343.50 FLOW LENGTH(FEET) = 192.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 12.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.02
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 10.06
PIPE TRAVEL TIME(MIN.) = 0.53 Tc(MIN.) = 7.43
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 16.00 = 1167.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 7.43
RAINFALL INTENSITY(INCH/HR) = 3.67
TOTAL STREAM AREA(ACRES) = 2.93
PEAK FLOW RATE(CFS) AT CONFLUENCE = 10.06
**************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 81.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 138.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.723
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 74.35
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 0.57
TOTAL AREA(ACRES) = 0.15 TOTAL RUNOFF(CFS) = 0.57
**************************************************************************** FLOW PROCESS FROM NODE 81.00 TO NODE 16.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 343.50 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 1.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 10.65
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 0.57
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 3.78
LONGEST FLOWPATH FROM NODE 80.00 TO NODE 16.00 = 172.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.78
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 0.15
PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.57
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 10.06 7.43 3.673 2.93
2 0.57 3.78 4.743 0.15

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 8.36 3.78 4.743
2 10.50 7.43 3.673
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 10.50 Tc(MIN.) = 7.43
TOTAL AREA(ACRES) = 3.1
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 16.00 = 1167.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 17.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 343.50 DOWNSTREAM(FEET) = 342.70 FLOW LENGTH(FEET) = 160.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 13.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.78
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 10.50
PIPE TRAVEL TIME(MIN.) = 0.46 Tc(MIN.) = 7.89
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 17.00 = 1327.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 7.89
RAINFALL INTENSITY(INCH/HR) = 3.53
TOTAL STREAM AREA(ACRES) = 3.08
PEAK FLOW RATE(CFS) AT CONFLUENCE = 10.50
**************************************************************************** FLOW PROCESS FROM NODE 90.00 TO NODE 91.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 378.00
UPSTREAM ELEVATION(FEET) = 358.40
DOWNSTREAM ELEVATION(FEET) = 352.70
ELEVATION DIFFERENCE(FEET) = 5.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.872
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 67.62
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 5.62
TOTAL AREA(ACRES) = 1.48 TOTAL RUNOFF(CFS) = 5.62
**************************************************************************** FLOW PROCESS FROM NODE 91.00 TO NODE 17.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.70 DOWNSTREAM(FEET) = 342.70 FLOW LENGTH(FEET) = 95.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.80
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 5.62
PIPE TRAVEL TIME(MIN.) = 0.12 Tc(MIN.) = 4.00
LONGEST FLOWPATH FROM NODE 90.00 TO NODE 17.00 = 473.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.00
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 1.48
PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.62
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 10.50 7.89 3.533 3.08
2 5.62 4.00 4.743 1.48

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 13.44 4.00 4.743
2 14.69 7.89 3.533
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 14.69 Tc(MIN.) = 7.89
TOTAL AREA(ACRES) = 4.6
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 17.00 = 1327.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 18.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 342.70 DOWNSTREAM(FEET) = 342.30 FLOW LENGTH(FEET) = 96.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 18.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.72
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 14.69
PIPE TRAVEL TIME(MIN.) = 0.28 Tc(MIN.) = 8.17
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 18.00 = 1423.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 18.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 8.17
RAINFALL INTENSITY(INCH/HR) = 3.45
TOTAL STREAM AREA(ACRES) = 4.56
PEAK FLOW RATE(CFS) AT CONFLUENCE = 14.69
**************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 369.00
UPSTREAM ELEVATION(FEET) = 356.20
DOWNSTREAM ELEVATION(FEET) = 352.00
ELEVATION DIFFERENCE(FEET) = 4.20
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.075
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 62.07
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 5.50
TOTAL AREA(ACRES) = 1.45 TOTAL RUNOFF(CFS) = 5.50
**************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 18.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.00 DOWNSTREAM(FEET) = 342.30 FLOW LENGTH(FEET) = 94.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 94.0 INCH PIPE IS 3.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.91
GIVEN PIPE DIAMETER(INCH) = 94.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 5.50
PIPE TRAVEL TIME(MIN.) = 0.16 Tc(MIN.) = 4.23
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 18.00 = 463.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 18.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.23
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 1.45
PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.50
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 14.69 8.17 3.454 4.56
2 5.50 4.23 4.743 1.45

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 16.20 4.23 4.743
2 18.69 8.17 3.454
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 18.69 Tc(MIN.) = 8.17
TOTAL AREA(ACRES) = 6.0
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 18.00 = 1423.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 342.30 DOWNSTREAM(FEET) = 342.20 FLOW LENGTH(FEET) = 24.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.95
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 18.69
PIPE TRAVEL TIME(MIN.) = 0.07 Tc(MIN.) = 8.24
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 19.00 = 1447.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 13 ---------------------------------------------------------------------------- >>>>>CLEAR THE MAIN-STREAM MEMORY<<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 288.00
UPSTREAM ELEVATION(FEET) = 356.10
DOWNSTREAM ELEVATION(FEET) = 352.70
ELEVATION DIFFERENCE(FEET) = 3.40
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.046
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 62.71
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 5.31
TOTAL AREA(ACRES) = 1.40 TOTAL RUNOFF(CFS) = 5.31
**************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 350.10 DOWNSTREAM(FEET) = 349.10 FLOW LENGTH(FEET) = 189.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.76
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 5.31
PIPE TRAVEL TIME(MIN.) = 0.47 Tc(MIN.) = 4.51
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 477.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 4.51
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 1.40
PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.31
**************************************************************************** FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 304.00
UPSTREAM ELEVATION(FEET) = 356.10
DOWNSTREAM ELEVATION(FEET) = 352.70
ELEVATION DIFFERENCE(FEET) = 3.40
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.089
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 61.78
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 5.27
TOTAL AREA(ACRES) = 1.39 TOTAL RUNOFF(CFS) = 5.27
**************************************************************************** FLOW PROCESS FROM NODE 111.00 TO NODE 22.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 350.20 DOWNSTREAM(FEET) = 349.10 FLOW LENGTH(FEET) = 23.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.35
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 5.27
PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 4.12
LONGEST FLOWPATH FROM NODE 110.00 TO NODE 22.00 = 327.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.12
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 1.39
PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.27
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 5.31 4.51 4.743 1.40
2 5.27 4.12 4.743 1.39

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 10.13 4.12 4.743
2 10.59 4.51 4.743
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 10.59 Tc(MIN.) = 4.51
TOTAL AREA(ACRES) = 2.8
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 477.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 349.10 DOWNSTREAM(FEET) = 348.50 FLOW LENGTH(FEET) = 100.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.99
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 10.59
PIPE TRAVEL TIME(MIN.) = 0.28 Tc(MIN.) = 4.79
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 577.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 4.79
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 2.79
PEAK FLOW RATE(CFS) AT CONFLUENCE = 10.59
**************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 344.00
UPSTREAM ELEVATION(FEET) = 358.60
DOWNSTREAM ELEVATION(FEET) = 353.80
ELEVATION DIFFERENCE(FEET) = 4.80
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.924
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 65.93
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 4.63
TOTAL AREA(ACRES) = 1.22 TOTAL RUNOFF(CFS) = 4.63
**************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 23.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 349.80 DOWNSTREAM(FEET) = 348.50 FLOW LENGTH(FEET) = 3.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 3.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 24.58
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 4.63
PIPE TRAVEL TIME(MIN.) = 0.00 Tc(MIN.) = 3.93
LONGEST FLOWPATH FROM NODE 120.00 TO NODE 23.00 = 347.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.93
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 1.22
PEAK FLOW RATE(CFS) AT CONFLUENCE = 4.63
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 10.59 4.79 4.743 2.79
2 4.63 3.93 4.743 1.22

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 15.21 3.93 4.743
2 15.21 4.79 4.743
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 15.21 Tc(MIN.) = 4.79
TOTAL AREA(ACRES) = 4.0
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 577.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.50 DOWNSTREAM(FEET) = 346.50 FLOW LENGTH(FEET) = 381.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 8.61
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 15.21
PIPE TRAVEL TIME(MIN.) = 0.74 Tc(MIN.) = 5.53
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 24.00 = 958.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 24.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 5.53
RAINFALL INTENSITY(INCH/HR) = 4.45
TOTAL STREAM AREA(ACRES) = 4.01
PEAK FLOW RATE(CFS) AT CONFLUENCE = 15.21
**************************************************************************** FLOW PROCESS FROM NODE 130.00 TO NODE 131.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 193.00
UPSTREAM ELEVATION(FEET) = 357.50
DOWNSTREAM ELEVATION(FEET) = 354.30
ELEVATION DIFFERENCE(FEET) = 3.20
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.814
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 69.87
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 0.83
TOTAL AREA(ACRES) = 0.22 TOTAL RUNOFF(CFS) = 0.83
**************************************************************************** FLOW PROCESS FROM NODE 131.00 TO NODE 24.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 350.30 DOWNSTREAM(FEET) = 346.50 FLOW LENGTH(FEET) = 23.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 1.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 10.61
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 0.83
PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 3.85
LONGEST FLOWPATH FROM NODE 130.00 TO NODE 24.00 = 216.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 24.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.85
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 0.22
PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.83
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 15.21 5.53 4.445 4.01
2 0.83 3.85 4.743 0.22

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 15.10 3.85 4.743
2 16.00 5.53 4.445
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 16.00 Tc(MIN.) = 5.53
TOTAL AREA(ACRES) = 4.2
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 24.00 = 958.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 25.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 346.50 DOWNSTREAM(FEET) = 345.10 FLOW LENGTH(FEET) = 245.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.63
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 16.00
PIPE TRAVEL TIME(MIN.) = 0.62 Tc(MIN.) = 6.14
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 25.00 = 1203.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.14
RAINFALL INTENSITY(INCH/HR) = 4.15
TOTAL STREAM AREA(ACRES) = 4.23
PEAK FLOW RATE(CFS) AT CONFLUENCE = 16.00
**************************************************************************** FLOW PROCESS FROM NODE 140.00 TO NODE 141.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 276.00
UPSTREAM ELEVATION(FEET) = 356.00
DOWNSTREAM ELEVATION(FEET) = 353.00
ELEVATION DIFFERENCE(FEET) = 3.00
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.112
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 61.30
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 1.75
TOTAL AREA(ACRES) = 0.46 TOTAL RUNOFF(CFS) = 1.75
**************************************************************************** FLOW PROCESS FROM NODE 141.00 TO NODE 25.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 353.00 DOWNSTREAM(FEET) = 345.10 FLOW LENGTH(FEET) = 24.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 16.79
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 1.75
PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 4.14
LONGEST FLOWPATH FROM NODE 140.00 TO NODE 25.00 = 300.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.14
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 0.46
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.75
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 16.00 6.14 4.153 4.23
2 1.75 4.14 4.743 0.46

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 15.75 4.14 4.743
2 17.52 6.14 4.153
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 17.52 Tc(MIN.) = 6.14
TOTAL AREA(ACRES) = 4.7
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 25.00 = 1203.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 26.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 345.10 DOWNSTREAM(FEET) = 343.60 FLOW LENGTH(FEET) = 284.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 19.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.46
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 17.52
PIPE TRAVEL TIME(MIN.) = 0.73 Tc(MIN.) = 6.88
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 26.00 = 1487.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.88
RAINFALL INTENSITY(INCH/HR) = 3.86
TOTAL STREAM AREA(ACRES) = 4.69
PEAK FLOW RATE(CFS) AT CONFLUENCE = 17.52
**************************************************************************** FLOW PROCESS FROM NODE 150.00 TO NODE 151.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 231.00
UPSTREAM ELEVATION(FEET) = 355.00
DOWNSTREAM ELEVATION(FEET) = 352.40
ELEVATION DIFFERENCE(FEET) = 2.60
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.084
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 61.88
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 4.59
TOTAL AREA(ACRES) = 1.21 TOTAL RUNOFF(CFS) = 4.59
**************************************************************************** FLOW PROCESS FROM NODE 151.00 TO NODE 26.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.40 DOWNSTREAM(FEET) = 343.60 FLOW LENGTH(FEET) = 45.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 5.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 14.78
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 4.59
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 4.13
LONGEST FLOWPATH FROM NODE 150.00 TO NODE 26.00 = 276.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.13
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 1.21
PEAK FLOW RATE(CFS) AT CONFLUENCE = 4.59
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 17.52 6.88 3.862 4.69
2 4.59 4.13 4.743 1.21

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 18.86 4.13 4.743
2 21.26 6.88 3.862
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 21.26 Tc(MIN.) = 6.88
TOTAL AREA(ACRES) = 5.9
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 26.00 = 1487.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 27.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 343.60 DOWNSTREAM(FEET) = 343.30 FLOW LENGTH(FEET) = 71.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.77
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 21.26
PIPE TRAVEL TIME(MIN.) = 0.17 Tc(MIN.) = 7.05
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 27.00 = 1558.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 7.05
RAINFALL INTENSITY(INCH/HR) = 3.80
TOTAL STREAM AREA(ACRES) = 5.90
PEAK FLOW RATE(CFS) AT CONFLUENCE = 21.26
**************************************************************************** FLOW PROCESS FROM NODE 160.00 TO NODE 161.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 350.00
UPSTREAM ELEVATION(FEET) = 356.10
DOWNSTREAM ELEVATION(FEET) = 352.00
ELEVATION DIFFERENCE(FEET) = 4.10
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.052
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 62.57
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.743
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 5.35
TOTAL AREA(ACRES) = 1.41 TOTAL RUNOFF(CFS) = 5.35
**************************************************************************** FLOW PROCESS FROM NODE 161.00 TO NODE 27.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.00 DOWNSTREAM(FEET) = 343.30 FLOW LENGTH(FEET) = 84.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.08
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 5.35
PIPE TRAVEL TIME(MIN.) = 0.12 Tc(MIN.) = 4.17
LONGEST FLOWPATH FROM NODE 160.00 TO NODE 27.00 = 434.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.17
RAINFALL INTENSITY(INCH/HR) = 4.74
TOTAL STREAM AREA(ACRES) = 1.41
PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.35
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 21.26 7.05 3.800 5.90
2 5.35 4.17 4.743 1.41

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 22.39 4.17 4.743
2 25.55 7.05 3.800
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 25.55 Tc(MIN.) = 7.05
TOTAL AREA(ACRES) = 7.3
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 27.00 = 1558.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 19.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 343.30 DOWNSTREAM(FEET) = 342.20 FLOW LENGTH(FEET) = 225.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 8.13
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 25.55
PIPE TRAVEL TIME(MIN.) = 0.46 Tc(MIN.) = 7.51
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 19.00 = 1783.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 25.55 7.51 3.648 7.31
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 19.00 = 1783.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 18.69 8.24 3.436 6.01
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 19.00 = 1447.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 42.59 7.51 3.648
2 42.76 8.24 3.436
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 42.76 Tc(MIN.) = 8.24
TOTAL AREA(ACRES) = 13.3
============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 13.3 TC(MIN.) = 8.24
PEAK FLOW RATE(CFS) = 42.76
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS
____________________________________________________________________________ ****************************************************************************

DRC Engineering, Inc.
160 South Old Springs Road, Suite 210
Anaheim Hills, CA 92808
714-685-6860
************************** DESCRIPTION OF STUDY ************************** * 22-534 Palisade Santee *
* Proposed Condition *
* 50 Year *
************************************************************************** FILE NAME: 22534P.DAT
TIME/DATE OF STUDY: 15:01 07/13/2023
---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
---------------------------------------------------------------------------- 2003 SAN DIEGO MANUAL CRITERIA
USER SPECIFIED STORM EVENT(YEAR) = 50.00
6-HOUR DURATION PRECIPITATION (INCHES) = 2.400
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 1.00 SAN DIEGO HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: USE MODIFIED RATIONAL METHOD PROCEDURES FOR CONFLUENCE ANALYSIS *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
**************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 825.00
UPSTREAM ELEVATION(FEET) = 368.80
DOWNSTREAM ELEVATION(FEET) = 355.91
ELEVATION DIFFERENCE(FEET) = 12.89
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.850
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 68.44
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 17.65
TOTAL AREA(ACRES) = 3.49 TOTAL RUNOFF(CFS) = 17.65
**************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 11.50 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 355.91 DOWNSTREAM(FEET) = 349.80 FLOW LENGTH(FEET) = 1146.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 19.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.49
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 17.65
PIPE TRAVEL TIME(MIN.) = 2.94 Tc(MIN.) = 6.79
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 11.50 = 1971.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 0.00 IS CODE = 13
---------------------------------------------------------------------------- >>>>>CLEAR THE MAIN-STREAM MEMORY<<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 31.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 233.00
UPSTREAM ELEVATION(FEET) = 357.10
DOWNSTREAM ELEVATION(FEET) = 355.50
ELEVATION DIFFERENCE(FEET) = 1.60
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.487
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 53.73
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 2.73
TOTAL AREA(ACRES) = 0.54 TOTAL RUNOFF(CFS) = 2.73
**************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 12.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.50 DOWNSTREAM(FEET) = 349.70 FLOW LENGTH(FEET) = 22.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 4.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.65
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.73
PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 4.52
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 12.00 = 255.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 349.70 DOWNSTREAM(FEET) = 346.70 FLOW LENGTH(FEET) = 355.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 5.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 4.85
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.73
PIPE TRAVEL TIME(MIN.) = 1.22 Tc(MIN.) = 5.74
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 610.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 5.74
RAINFALL INTENSITY(INCH/HR) = 5.79
TOTAL STREAM AREA(ACRES) = 0.54
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.73
**************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 41.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 197.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.936
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 65.56
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 2.93
TOTAL AREA(ACRES) = 0.58 TOTAL RUNOFF(CFS) = 2.93
**************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 13.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 346.70 FLOW LENGTH(FEET) = 22.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 3.3 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 16.65
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.93
PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 3.96
LONGEST FLOWPATH FROM NODE 40.00 TO NODE 13.00 = 219.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.96
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 0.58
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.93
**************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 51.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 371.00
UPSTREAM ELEVATION(FEET) = 359.45
DOWNSTREAM ELEVATION(FEET) = 354.20
ELEVATION DIFFERENCE(FEET) = 5.25
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.914
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 66.23
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 5.62
TOTAL AREA(ACRES) = 1.11 TOTAL RUNOFF(CFS) = 5.62
**************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 13.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE:

TIME OF CONCENTRATION(MIN.) = 3.91
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 1.11
PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.62
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 2.73 5.74 5.786 0.54
2 2.93 3.96 6.323 0.58
3 5.62 3.91 6.323 1.11

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 3 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 10.38 3.91 6.323
2 10.43 3.96 6.323
3 10.55 5.74 5.786
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 10.55 Tc(MIN.) = 5.74
TOTAL AREA(ACRES) = 2.2
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 610.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 346.70 DOWNSTREAM(FEET) = 345.70 FLOW LENGTH(FEET) = 173.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 12.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.11
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 10.55
PIPE TRAVEL TIME(MIN.) = 0.47 Tc(MIN.) = 6.21
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 783.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.21
RAINFALL INTENSITY(INCH/HR) = 5.50
TOTAL STREAM AREA(ACRES) = 2.23
PEAK FLOW RATE(CFS) AT CONFLUENCE = 10.55
**************************************************************************** FLOW PROCESS FROM NODE 60.00 TO NODE 61.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 151.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.771
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 71.82
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 1.82
TOTAL AREA(ACRES) = 0.36 TOTAL RUNOFF(CFS) = 1.82
**************************************************************************** FLOW PROCESS FROM NODE 61.00 TO NODE 14.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 345.70 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.8 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 13.34
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 1.82
PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 3.81
LONGEST FLOWPATH FROM NODE 60.00 TO NODE 14.00 = 185.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.81
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 0.36
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.82
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 10.55 6.21 5.498 2.23
2 1.82 3.81 6.323 0.36

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 11.00 3.81 6.323
2 12.14 6.21 5.498
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 12.14 Tc(MIN.) = 6.21
TOTAL AREA(ACRES) = 2.6
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 783.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 345.70 DOWNSTREAM(FEET) = 344.60 FLOW LENGTH(FEET) = 192.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 14.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.30
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 12.14
PIPE TRAVEL TIME(MIN.) = 0.51 Tc(MIN.) = 6.72
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 15.00 = 975.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.72
RAINFALL INTENSITY(INCH/HR) = 5.23
TOTAL STREAM AREA(ACRES) = 2.59
PEAK FLOW RATE(CFS) AT CONFLUENCE = 12.14
**************************************************************************** FLOW PROCESS FROM NODE 70.00 TO NODE 71.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 148.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.760
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 72.36
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 1.72
TOTAL AREA(ACRES) = 0.34 TOTAL RUNOFF(CFS) = 1.72
**************************************************************************** FLOW PROCESS FROM NODE 71.00 TO NODE 15.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 344.60 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 13.96
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 1.72
PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 3.80
LONGEST FLOWPATH FROM NODE 70.00 TO NODE 15.00 = 182.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.80
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 0.34
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.72
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 12.14 6.72 5.226 2.59
2 1.72 3.80 6.323 0.34

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 11.75 3.80 6.323
2 13.56 6.72 5.226
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 13.56 Tc(MIN.) = 6.72
TOTAL AREA(ACRES) = 2.9
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 15.00 = 975.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 344.60 DOWNSTREAM(FEET) = 343.50 FLOW LENGTH(FEET) = 192.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.45
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 13.56
PIPE TRAVEL TIME(MIN.) = 0.50 Tc(MIN.) = 7.22
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 16.00 = 1167.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 7.22
RAINFALL INTENSITY(INCH/HR) = 4.99
TOTAL STREAM AREA(ACRES) = 2.93
PEAK FLOW RATE(CFS) AT CONFLUENCE = 13.56
**************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 81.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 138.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.723
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 74.35
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 0.76
TOTAL AREA(ACRES) = 0.15 TOTAL RUNOFF(CFS) = 0.76
**************************************************************************** FLOW PROCESS FROM NODE 81.00 TO NODE 16.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 343.50 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 1.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.62
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 0.76
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 3.77
LONGEST FLOWPATH FROM NODE 80.00 TO NODE 16.00 = 172.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.77
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 0.15
PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.76
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 13.56 7.22 4.991 2.93
2 0.76 3.77 6.323 0.15

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 11.46 3.77 6.323
2 14.16 7.22 4.991
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 14.16 Tc(MIN.) = 7.22
TOTAL AREA(ACRES) = 3.1
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 16.00 = 1167.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 17.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 343.50 DOWNSTREAM(FEET) = 342.70 FLOW LENGTH(FEET) = 160.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 16.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.15
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 14.16
PIPE TRAVEL TIME(MIN.) = 0.43 Tc(MIN.) = 7.65
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 17.00 = 1327.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 7.65
RAINFALL INTENSITY(INCH/HR) = 4.81
TOTAL STREAM AREA(ACRES) = 3.08
PEAK FLOW RATE(CFS) AT CONFLUENCE = 14.16
**************************************************************************** FLOW PROCESS FROM NODE 90.00 TO NODE 91.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 378.00
UPSTREAM ELEVATION(FEET) = 358.40
DOWNSTREAM ELEVATION(FEET) = 352.70
ELEVATION DIFFERENCE(FEET) = 5.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.872
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 67.62
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 7.49
TOTAL AREA(ACRES) = 1.48 TOTAL RUNOFF(CFS) = 7.49
**************************************************************************** FLOW PROCESS FROM NODE 91.00 TO NODE 17.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.70 DOWNSTREAM(FEET) = 342.70 FLOW LENGTH(FEET) = 95.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 7.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 13.63
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 7.49
PIPE TRAVEL TIME(MIN.) = 0.12 Tc(MIN.) = 3.99
LONGEST FLOWPATH FROM NODE 90.00 TO NODE 17.00 = 473.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.99
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 1.48
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.49
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 14.16 7.65 4.807 3.08
2 7.49 3.99 6.323 1.48

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 18.25 3.99 6.323
2 19.85 7.65 4.807
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 19.85 Tc(MIN.) = 7.65
TOTAL AREA(ACRES) = 4.6
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 17.00 = 1327.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 18.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 342.70 DOWNSTREAM(FEET) = 342.30 FLOW LENGTH(FEET) = 96.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.32
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 19.85
PIPE TRAVEL TIME(MIN.) = 0.25 Tc(MIN.) = 7.90
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 18.00 = 1423.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 18.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 7.90
RAINFALL INTENSITY(INCH/HR) = 4.71
TOTAL STREAM AREA(ACRES) = 4.56
PEAK FLOW RATE(CFS) AT CONFLUENCE = 19.85
**************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 369.00
UPSTREAM ELEVATION(FEET) = 356.20
DOWNSTREAM ELEVATION(FEET) = 352.00
ELEVATION DIFFERENCE(FEET) = 4.20
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.075
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 62.07
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 7.34
TOTAL AREA(ACRES) = 1.45 TOTAL RUNOFF(CFS) = 7.34
**************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 18.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.00 DOWNSTREAM(FEET) = 342.30 FLOW LENGTH(FEET) = 94.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 94.0 INCH PIPE IS 3.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 10.82
GIVEN PIPE DIAMETER(INCH) = 94.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 7.34
PIPE TRAVEL TIME(MIN.) = 0.14 Tc(MIN.) = 4.22
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 18.00 = 463.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 18.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.22
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 1.45
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.34
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 19.85 7.90 4.707 4.56
2 7.34 4.22 6.323 1.45

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 22.11 4.22 6.323
2 25.31 7.90 4.707
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 25.31 Tc(MIN.) = 7.90
TOTAL AREA(ACRES) = 6.0
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 18.00 = 1423.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 342.30 DOWNSTREAM(FEET) = 342.20 FLOW LENGTH(FEET) = 24.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 8.06
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 25.31
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 7.95
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 19.00 = 1447.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 13 ---------------------------------------------------------------------------- >>>>>CLEAR THE MAIN-STREAM MEMORY<<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 288.00
UPSTREAM ELEVATION(FEET) = 356.10
DOWNSTREAM ELEVATION(FEET) = 352.70
ELEVATION DIFFERENCE(FEET) = 3.40
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.046
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 62.71
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 7.08
TOTAL AREA(ACRES) = 1.40 TOTAL RUNOFF(CFS) = 7.08
**************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 350.10 DOWNSTREAM(FEET) = 349.10 FLOW LENGTH(FEET) = 189.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.02
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 7.08
PIPE TRAVEL TIME(MIN.) = 0.35 Tc(MIN.) = 4.40
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 477.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 4.40
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 1.40
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.08
**************************************************************************** FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 304.00
UPSTREAM ELEVATION(FEET) = 356.10
DOWNSTREAM ELEVATION(FEET) = 352.70
ELEVATION DIFFERENCE(FEET) = 3.40
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.089
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 61.78
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 7.03
TOTAL AREA(ACRES) = 1.39 TOTAL RUNOFF(CFS) = 7.03
**************************************************************************** FLOW PROCESS FROM NODE 111.00 TO NODE 22.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 350.20 DOWNSTREAM(FEET) = 349.10 FLOW LENGTH(FEET) = 23.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.02
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 7.03
PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 4.12
LONGEST FLOWPATH FROM NODE 110.00 TO NODE 22.00 = 327.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.12
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 1.39
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.03
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 7.08 4.40 6.323 1.40
2 7.03 4.12 6.323 1.39

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 13.67 4.12 6.323
2 14.11 4.40 6.323
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 14.11 Tc(MIN.) = 4.40
TOTAL AREA(ACRES) = 2.8
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 477.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 349.10 DOWNSTREAM(FEET) = 348.50 FLOW LENGTH(FEET) = 100.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 7.99
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 14.11
PIPE TRAVEL TIME(MIN.) = 0.21 Tc(MIN.) = 4.60
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 577.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 4.60
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 2.79
PEAK FLOW RATE(CFS) AT CONFLUENCE = 14.11
**************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 344.00
UPSTREAM ELEVATION(FEET) = 358.60
DOWNSTREAM ELEVATION(FEET) = 353.80
ELEVATION DIFFERENCE(FEET) = 4.80
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.924
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 65.93
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 6.17
TOTAL AREA(ACRES) = 1.22 TOTAL RUNOFF(CFS) = 6.17
**************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 23.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 349.80 DOWNSTREAM(FEET) = 348.50 FLOW LENGTH(FEET) = 3.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 4.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 26.66
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 6.17
PIPE TRAVEL TIME(MIN.) = 0.00 Tc(MIN.) = 3.93
LONGEST FLOWPATH FROM NODE 120.00 TO NODE 23.00 = 347.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.93
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 1.22
PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.17
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 14.11 4.60 6.323 2.79
2 6.17 3.93 6.323 1.22

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 20.29 3.93 6.323
2 20.29 4.60 6.323
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 20.29 Tc(MIN.) = 4.60
TOTAL AREA(ACRES) = 4.0
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 577.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.50 DOWNSTREAM(FEET) = 346.50 FLOW LENGTH(FEET) = 381.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.48
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 20.29
PIPE TRAVEL TIME(MIN.) = 0.55 Tc(MIN.) = 5.16
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 24.00 = 958.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 24.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 5.16
RAINFALL INTENSITY(INCH/HR) = 6.20
TOTAL STREAM AREA(ACRES) = 4.01
PEAK FLOW RATE(CFS) AT CONFLUENCE = 20.29
**************************************************************************** FLOW PROCESS FROM NODE 130.00 TO NODE 131.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 193.00
UPSTREAM ELEVATION(FEET) = 357.50
DOWNSTREAM ELEVATION(FEET) = 354.30
ELEVATION DIFFERENCE(FEET) = 3.20
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.814
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 69.87
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 1.11
TOTAL AREA(ACRES) = 0.22 TOTAL RUNOFF(CFS) = 1.11
**************************************************************************** FLOW PROCESS FROM NODE 131.00 TO NODE 24.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 350.30 DOWNSTREAM(FEET) = 346.50 FLOW LENGTH(FEET) = 23.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.52
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 1.11
PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 3.85
LONGEST FLOWPATH FROM NODE 130.00 TO NODE 24.00 = 216.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 24.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.85
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 0.22
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.11
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 20.29 5.16 6.198 4.01
2 1.11 3.85 6.323 0.22

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 21.00 3.85 6.323
2 21.38 5.16 6.198
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 21.38 Tc(MIN.) = 5.16
TOTAL AREA(ACRES) = 4.2
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 24.00 = 958.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 25.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 346.50 DOWNSTREAM(FEET) = 345.10 FLOW LENGTH(FEET) = 245.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.80
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 21.38
PIPE TRAVEL TIME(MIN.) = 0.60 Tc(MIN.) = 5.76
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 25.00 = 1203.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 5.76
RAINFALL INTENSITY(INCH/HR) = 5.77
TOTAL STREAM AREA(ACRES) = 4.23
PEAK FLOW RATE(CFS) AT CONFLUENCE = 21.38
**************************************************************************** FLOW PROCESS FROM NODE 140.00 TO NODE 141.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 276.00
UPSTREAM ELEVATION(FEET) = 356.00
DOWNSTREAM ELEVATION(FEET) = 353.00
ELEVATION DIFFERENCE(FEET) = 3.00
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.112
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 61.30
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 2.33
TOTAL AREA(ACRES) = 0.46 TOTAL RUNOFF(CFS) = 2.33
**************************************************************************** FLOW PROCESS FROM NODE 141.00 TO NODE 25.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 353.00 DOWNSTREAM(FEET) = 345.10 FLOW LENGTH(FEET) = 24.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 18.28
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.33
PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 4.13
LONGEST FLOWPATH FROM NODE 140.00 TO NODE 25.00 = 300.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.13
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 0.46
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.33
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 21.38 5.76 5.774 4.23
2 2.33 4.13 6.323 0.46

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 21.84 4.13 6.323
2 23.50 5.76 5.774
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 23.50 Tc(MIN.) = 5.76
TOTAL AREA(ACRES) = 4.7
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 25.00 = 1203.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 26.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 345.10 DOWNSTREAM(FEET) = 343.60 FLOW LENGTH(FEET) = 284.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 7.48
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 23.50
PIPE TRAVEL TIME(MIN.) = 0.63 Tc(MIN.) = 6.39
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 26.00 = 1487.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.39
RAINFALL INTENSITY(INCH/HR) = 5.40
TOTAL STREAM AREA(ACRES) = 4.69
PEAK FLOW RATE(CFS) AT CONFLUENCE = 23.50
**************************************************************************** FLOW PROCESS FROM NODE 150.00 TO NODE 151.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 231.00
UPSTREAM ELEVATION(FEET) = 355.00
DOWNSTREAM ELEVATION(FEET) = 352.40
ELEVATION DIFFERENCE(FEET) = 2.60
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.084
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 61.88
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 6.12
TOTAL AREA(ACRES) = 1.21 TOTAL RUNOFF(CFS) = 6.12
**************************************************************************** FLOW PROCESS FROM NODE 151.00 TO NODE 26.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.40 DOWNSTREAM(FEET) = 343.60 FLOW LENGTH(FEET) = 45.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 5.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 15.94
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 6.12
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 4.13
LONGEST FLOWPATH FROM NODE 150.00 TO NODE 26.00 = 276.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.13
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 1.21
PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.12
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 23.50 6.39 5.398 4.69
2 6.12 4.13 6.323 1.21

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 26.18 4.13 6.323
2 28.73 6.39 5.398
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 28.73 Tc(MIN.) = 6.39
TOTAL AREA(ACRES) = 5.9
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 26.00 = 1487.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 27.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 343.60 DOWNSTREAM(FEET) = 343.30 FLOW LENGTH(FEET) = 71.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.14
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 28.73
PIPE TRAVEL TIME(MIN.) = 0.13 Tc(MIN.) = 6.52
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 27.00 = 1558.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.52
RAINFALL INTENSITY(INCH/HR) = 5.33
TOTAL STREAM AREA(ACRES) = 5.90
PEAK FLOW RATE(CFS) AT CONFLUENCE = 28.73
**************************************************************************** FLOW PROCESS FROM NODE 160.00 TO NODE 161.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 350.00
UPSTREAM ELEVATION(FEET) = 356.10
DOWNSTREAM ELEVATION(FEET) = 352.00
ELEVATION DIFFERENCE(FEET) = 4.10
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.052
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 62.57
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.323
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 7.13
TOTAL AREA(ACRES) = 1.41 TOTAL RUNOFF(CFS) = 7.13
**************************************************************************** FLOW PROCESS FROM NODE 161.00 TO NODE 27.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.00 DOWNSTREAM(FEET) = 343.30 FLOW LENGTH(FEET) = 84.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.86
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 7.13
PIPE TRAVEL TIME(MIN.) = 0.11 Tc(MIN.) = 4.16
LONGEST FLOWPATH FROM NODE 160.00 TO NODE 27.00 = 434.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.16
RAINFALL INTENSITY(INCH/HR) = 6.32
TOTAL STREAM AREA(ACRES) = 1.41
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.13
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 28.73 6.52 5.329 5.90
2 7.13 4.16 6.323 1.41

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 31.34 4.16 6.323
2 34.74 6.52 5.329
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 34.74 Tc(MIN.) = 6.52
TOTAL AREA(ACRES) = 7.3
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 27.00 = 1558.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 19.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 343.30 DOWNSTREAM(FEET) = 342.20 FLOW LENGTH(FEET) = 225.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.06
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 34.74
PIPE TRAVEL TIME(MIN.) = 0.34 Tc(MIN.) = 6.86
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 19.00 = 1783.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 34.74 6.86 5.157 7.31
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 19.00 = 1783.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 25.31 7.95 4.688 6.01
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 19.00 = 1447.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 56.57 6.86 5.157
2 56.89 7.95 4.688
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 56.89 Tc(MIN.) = 7.95
TOTAL AREA(ACRES) = 13.3
============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 13.3 TC(MIN.) = 7.95
PEAK FLOW RATE(CFS) = 56.89
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS
____________________________________________________________________________ ****************************************************************************

DRC Engineering, Inc.
160 South Old Springs Road, Suite 210
Anaheim Hills, CA 92808
714-685-6860
************************** DESCRIPTION OF STUDY ************************** * 22-534 Palisade Santee *
* Proposed Condition *
* 100 Year *
************************************************************************** FILE NAME: 22534P.DAT
TIME/DATE OF STUDY: 15:02 07/13/2023
---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
---------------------------------------------------------------------------- 2003 SAN DIEGO MANUAL CRITERIA
USER SPECIFIED STORM EVENT(YEAR) = 100.00
6-HOUR DURATION PRECIPITATION (INCHES) = 2.600
SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 1.00 SAN DIEGO HYDROLOGY MANUAL "C"-VALUES USED FOR RATIONAL METHOD NOTE: USE MODIFIED RATIONAL METHOD PROCEDURES FOR CONFLUENCE ANALYSIS *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

1. Relative Flow-Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
**************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 825.00
UPSTREAM ELEVATION(FEET) = 368.80
DOWNSTREAM ELEVATION(FEET) = 355.91
ELEVATION DIFFERENCE(FEET) = 12.89
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.850
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 68.44
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 19.13
TOTAL AREA(ACRES) = 3.49 TOTAL RUNOFF(CFS) = 19.13
**************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 11.50 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 355.91 DOWNSTREAM(FEET) = 349.80 FLOW LENGTH(FEET) = 1146.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.09
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 19.13
PIPE TRAVEL TIME(MIN.) = 3.14 Tc(MIN.) = 6.99
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 11.50 = 1971.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 0.00 IS CODE = 13
---------------------------------------------------------------------------- >>>>>CLEAR THE MAIN-STREAM MEMORY<<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 31.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 233.00
UPSTREAM ELEVATION(FEET) = 357.10
DOWNSTREAM ELEVATION(FEET) = 355.50
ELEVATION DIFFERENCE(FEET) = 1.60
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.487
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 53.73
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 2.96
TOTAL AREA(ACRES) = 0.54 TOTAL RUNOFF(CFS) = 2.96
**************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 12.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.50 DOWNSTREAM(FEET) = 349.70 FLOW LENGTH(FEET) = 22.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 4.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.91
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.96
PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 4.52
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 12.00 = 255.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 349.70 DOWNSTREAM(FEET) = 346.70 FLOW LENGTH(FEET) = 355.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 5.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 4.97
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.96
PIPE TRAVEL TIME(MIN.) = 1.19 Tc(MIN.) = 5.71
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 610.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 5.71
RAINFALL INTENSITY(INCH/HR) = 6.29
TOTAL STREAM AREA(ACRES) = 0.54
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.96
**************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 41.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 197.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.936
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 65.56
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 3.18
TOTAL AREA(ACRES) = 0.58 TOTAL RUNOFF(CFS) = 3.18
**************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 13.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 346.70 FLOW LENGTH(FEET) = 22.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 3.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 17.05
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 3.18
PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 3.96
LONGEST FLOWPATH FROM NODE 40.00 TO NODE 13.00 = 219.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.96
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 0.58
PEAK FLOW RATE(CFS) AT CONFLUENCE = 3.18
**************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 51.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 371.00
UPSTREAM ELEVATION(FEET) = 359.45
DOWNSTREAM ELEVATION(FEET) = 354.20
ELEVATION DIFFERENCE(FEET) = 5.25
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.914
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 66.23
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 6.08
TOTAL AREA(ACRES) = 1.11 TOTAL RUNOFF(CFS) = 6.08
**************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 13.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 3
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE:

TIME OF CONCENTRATION(MIN.) = 3.91
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 1.11
PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.08
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 2.96 5.71 6.289 0.54
2 3.18 3.96 6.850 0.58
3 6.08 3.91 6.850 1.11

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 3 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 11.26 3.91 6.850
2 11.31 3.96 6.850
3 11.46 5.71 6.289
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 11.46 Tc(MIN.) = 5.71
TOTAL AREA(ACRES) = 2.2
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 610.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 346.70 DOWNSTREAM(FEET) = 345.70 FLOW LENGTH(FEET) = 173.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 13.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.23
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 11.46
PIPE TRAVEL TIME(MIN.) = 0.46 Tc(MIN.) = 6.17
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 783.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.17
RAINFALL INTENSITY(INCH/HR) = 5.98
TOTAL STREAM AREA(ACRES) = 2.23
PEAK FLOW RATE(CFS) AT CONFLUENCE = 11.46
**************************************************************************** FLOW PROCESS FROM NODE 60.00 TO NODE 61.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 151.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.771
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 71.82
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 1.97
TOTAL AREA(ACRES) = 0.36 TOTAL RUNOFF(CFS) = 1.97
**************************************************************************** FLOW PROCESS FROM NODE 61.00 TO NODE 14.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 345.70 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 13.62
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 1.97
PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 3.81
LONGEST FLOWPATH FROM NODE 60.00 TO NODE 14.00 = 185.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.81
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 0.36
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.97
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 11.46 6.17 5.981 2.23
2 1.97 3.81 6.850 0.36

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 11.98 3.81 6.850
2 13.18 6.17 5.981
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 13.18 Tc(MIN.) = 6.17
TOTAL AREA(ACRES) = 2.6
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 783.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 345.70 DOWNSTREAM(FEET) = 344.60 FLOW LENGTH(FEET) = 192.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 14.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.41
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 13.18
PIPE TRAVEL TIME(MIN.) = 0.50 Tc(MIN.) = 6.67
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 15.00 = 975.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.67
RAINFALL INTENSITY(INCH/HR) = 5.69
TOTAL STREAM AREA(ACRES) = 2.59
PEAK FLOW RATE(CFS) AT CONFLUENCE = 13.18
**************************************************************************** FLOW PROCESS FROM NODE 70.00 TO NODE 71.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 148.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.760
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 72.36
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 1.86
TOTAL AREA(ACRES) = 0.34 TOTAL RUNOFF(CFS) = 1.86
**************************************************************************** FLOW PROCESS FROM NODE 71.00 TO NODE 15.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 344.60 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 14.29
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 1.86
PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 3.80
LONGEST FLOWPATH FROM NODE 70.00 TO NODE 15.00 = 182.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.80
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 0.34
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.86
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 13.18 6.67 5.688 2.59
2 1.86 3.80 6.850 0.34

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 12.81 3.80 6.850
2 14.73 6.67 5.688
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 14.73 Tc(MIN.) = 6.67
TOTAL AREA(ACRES) = 2.9
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 15.00 = 975.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 344.60 DOWNSTREAM(FEET) = 343.50 FLOW LENGTH(FEET) = 192.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 16.1 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.55
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 14.73
PIPE TRAVEL TIME(MIN.) = 0.49 Tc(MIN.) = 7.16
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 16.00 = 1167.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 7.16
RAINFALL INTENSITY(INCH/HR) = 5.43
TOTAL STREAM AREA(ACRES) = 2.93
PEAK FLOW RATE(CFS) AT CONFLUENCE = 14.73
**************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 81.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 138.00
UPSTREAM ELEVATION(FEET) = 358.00
DOWNSTREAM ELEVATION(FEET) = 355.30
ELEVATION DIFFERENCE(FEET) = 2.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.723
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 74.35
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 0.82
TOTAL AREA(ACRES) = 0.15 TOTAL RUNOFF(CFS) = 0.82
**************************************************************************** FLOW PROCESS FROM NODE 81.00 TO NODE 16.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 351.30 DOWNSTREAM(FEET) = 343.50 FLOW LENGTH(FEET) = 34.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 1.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.81
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 0.82
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 3.77
LONGEST FLOWPATH FROM NODE 80.00 TO NODE 16.00 = 172.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.77
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 0.15
PEAK FLOW RATE(CFS) AT CONFLUENCE = 0.82
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 14.73 7.16 5.435 2.93
2 0.82 3.77 6.850 0.15

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 12.51 3.77 6.850
2 15.38 7.16 5.435
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 15.38 Tc(MIN.) = 7.16
TOTAL AREA(ACRES) = 3.1
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 16.00 = 1167.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 17.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 343.50 DOWNSTREAM(FEET) = 342.70 FLOW LENGTH(FEET) = 160.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.6 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.23
GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 15.38
PIPE TRAVEL TIME(MIN.) = 0.43 Tc(MIN.) = 7.59
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 17.00 = 1327.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 7.59
RAINFALL INTENSITY(INCH/HR) = 5.23
TOTAL STREAM AREA(ACRES) = 3.08
PEAK FLOW RATE(CFS) AT CONFLUENCE = 15.38
**************************************************************************** FLOW PROCESS FROM NODE 90.00 TO NODE 91.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 378.00
UPSTREAM ELEVATION(FEET) = 358.40
DOWNSTREAM ELEVATION(FEET) = 352.70
ELEVATION DIFFERENCE(FEET) = 5.70
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.872
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 67.62
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 8.11
TOTAL AREA(ACRES) = 1.48 TOTAL RUNOFF(CFS) = 8.11
**************************************************************************** FLOW PROCESS FROM NODE 91.00 TO NODE 17.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.70 DOWNSTREAM(FEET) = 342.70 FLOW LENGTH(FEET) = 95.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 13.82
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 8.11
PIPE TRAVEL TIME(MIN.) = 0.11 Tc(MIN.) = 3.99
LONGEST FLOWPATH FROM NODE 90.00 TO NODE 17.00 = 473.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.99
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 1.48
PEAK FLOW RATE(CFS) AT CONFLUENCE = 8.11
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 15.38 7.59 5.235 3.08
2 8.11 3.99 6.850 1.48

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 19.87 3.99 6.850
2 21.58 7.59 5.235
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 21.58 Tc(MIN.) = 7.59
TOTAL AREA(ACRES) = 4.6
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 17.00 = 1327.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 18.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 342.70 DOWNSTREAM(FEET) = 342.30 FLOW LENGTH(FEET) = 96.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.87
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 21.58
PIPE TRAVEL TIME(MIN.) = 0.23 Tc(MIN.) = 7.82
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 18.00 = 1423.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 18.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 7.82
RAINFALL INTENSITY(INCH/HR) = 5.13
TOTAL STREAM AREA(ACRES) = 4.56
PEAK FLOW RATE(CFS) AT CONFLUENCE = 21.58
**************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 369.00
UPSTREAM ELEVATION(FEET) = 356.20
DOWNSTREAM ELEVATION(FEET) = 352.00
ELEVATION DIFFERENCE(FEET) = 4.20
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.075
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 62.07
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 7.95
TOTAL AREA(ACRES) = 1.45 TOTAL RUNOFF(CFS) = 7.95
**************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 18.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.00 DOWNSTREAM(FEET) = 342.30 FLOW LENGTH(FEET) = 94.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 94.0 INCH PIPE IS 4.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.09
GIVEN PIPE DIAMETER(INCH) = 94.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 7.95
PIPE TRAVEL TIME(MIN.) = 0.14 Tc(MIN.) = 4.22
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 18.00 = 463.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 18.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.22
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 1.45
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.95
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 21.58 7.82 5.134 4.56
2 7.95 4.22 6.850 1.45

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 24.12 4.22 6.850
2 27.54 7.82 5.134
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 27.54 Tc(MIN.) = 7.82
TOTAL AREA(ACRES) = 6.0
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 18.00 = 1423.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 342.30 DOWNSTREAM(FEET) = 342.20 FLOW LENGTH(FEET) = 24.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 8.77
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 27.54
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 7.87
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 19.00 = 1447.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 13 ---------------------------------------------------------------------------- >>>>>CLEAR THE MAIN-STREAM MEMORY<<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 288.00
UPSTREAM ELEVATION(FEET) = 356.10
DOWNSTREAM ELEVATION(FEET) = 352.70
ELEVATION DIFFERENCE(FEET) = 3.40
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.046
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 62.71
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 7.67
TOTAL AREA(ACRES) = 1.40 TOTAL RUNOFF(CFS) = 7.67
**************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 350.10 DOWNSTREAM(FEET) = 349.10 FLOW LENGTH(FEET) = 189.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.77
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 7.67
PIPE TRAVEL TIME(MIN.) = 0.32 Tc(MIN.) = 4.37
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 477.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 4.37
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 1.40
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.67
**************************************************************************** FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 304.00
UPSTREAM ELEVATION(FEET) = 356.10
DOWNSTREAM ELEVATION(FEET) = 352.70
ELEVATION DIFFERENCE(FEET) = 3.40
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.089
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 61.78
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 7.62
TOTAL AREA(ACRES) = 1.39 TOTAL RUNOFF(CFS) = 7.62
**************************************************************************** FLOW PROCESS FROM NODE 111.00 TO NODE 22.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 350.20 DOWNSTREAM(FEET) = 349.10 FLOW LENGTH(FEET) = 23.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.9 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.17
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 7.62
PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 4.12
LONGEST FLOWPATH FROM NODE 110.00 TO NODE 22.00 = 327.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.12
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 1.39
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.62
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 7.67 4.37 6.850 1.40
2 7.62 4.12 6.850 1.39

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 14.85 4.12 6.850
2 15.29 4.37 6.850
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 15.29 Tc(MIN.) = 4.37
TOTAL AREA(ACRES) = 2.8
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 477.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 349.10 DOWNSTREAM(FEET) = 348.50 FLOW LENGTH(FEET) = 100.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 8.65
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 15.29
PIPE TRAVEL TIME(MIN.) = 0.19 Tc(MIN.) = 4.56
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 577.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 4.56
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 2.79
PEAK FLOW RATE(CFS) AT CONFLUENCE = 15.29
**************************************************************************** FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 344.00
UPSTREAM ELEVATION(FEET) = 358.60
DOWNSTREAM ELEVATION(FEET) = 353.80
ELEVATION DIFFERENCE(FEET) = 4.80
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.924
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 65.93
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 6.69
TOTAL AREA(ACRES) = 1.22 TOTAL RUNOFF(CFS) = 6.69
**************************************************************************** FLOW PROCESS FROM NODE 121.00 TO NODE 23.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 349.80 DOWNSTREAM(FEET) = 348.50 FLOW LENGTH(FEET) = 3.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 4.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 27.27
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 6.69
PIPE TRAVEL TIME(MIN.) = 0.00 Tc(MIN.) = 3.93
LONGEST FLOWPATH FROM NODE 120.00 TO NODE 23.00 = 347.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.93
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 1.22
PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.69
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 15.29 4.56 6.850 2.79
2 6.69 3.93 6.850 1.22

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 21.98 3.93 6.850
2 21.98 4.56 6.850
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 21.98 Tc(MIN.) = 4.56
TOTAL AREA(ACRES) = 4.0
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 577.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.50 DOWNSTREAM(FEET) = 346.50 FLOW LENGTH(FEET) = 381.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.44
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 21.98
PIPE TRAVEL TIME(MIN.) = 0.51 Tc(MIN.) = 5.07
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 24.00 = 958.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 24.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 5.07
RAINFALL INTENSITY(INCH/HR) = 6.79
TOTAL STREAM AREA(ACRES) = 4.01
PEAK FLOW RATE(CFS) AT CONFLUENCE = 21.98
**************************************************************************** FLOW PROCESS FROM NODE 130.00 TO NODE 131.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 193.00
UPSTREAM ELEVATION(FEET) = 357.50
DOWNSTREAM ELEVATION(FEET) = 354.30
ELEVATION DIFFERENCE(FEET) = 3.20
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 3.814
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 69.87
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 1.21
TOTAL AREA(ACRES) = 0.22 TOTAL RUNOFF(CFS) = 1.21
**************************************************************************** FLOW PROCESS FROM NODE 131.00 TO NODE 24.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 350.30 DOWNSTREAM(FEET) = 346.50 FLOW LENGTH(FEET) = 23.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 11.83
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 1.21
PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 3.85
LONGEST FLOWPATH FROM NODE 130.00 TO NODE 24.00 = 216.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 24.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 3.85
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 0.22
PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.21
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 21.98 5.07 6.788 4.01
2 1.21 3.85 6.850 0.22

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 22.98 3.85 6.850
2 23.17 5.07 6.788
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 23.17 Tc(MIN.) = 5.07
TOTAL AREA(ACRES) = 4.2
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 24.00 = 958.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 25.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 346.50 DOWNSTREAM(FEET) = 345.10 FLOW LENGTH(FEET) = 245.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 7.38
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 23.17
PIPE TRAVEL TIME(MIN.) = 0.55 Tc(MIN.) = 5.63
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 25.00 = 1203.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 5.63
RAINFALL INTENSITY(INCH/HR) = 6.35
TOTAL STREAM AREA(ACRES) = 4.23
PEAK FLOW RATE(CFS) AT CONFLUENCE = 23.17
**************************************************************************** FLOW PROCESS FROM NODE 140.00 TO NODE 141.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 276.00
UPSTREAM ELEVATION(FEET) = 356.00
DOWNSTREAM ELEVATION(FEET) = 353.00
ELEVATION DIFFERENCE(FEET) = 3.00
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.112
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 61.30
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 2.52
TOTAL AREA(ACRES) = 0.46 TOTAL RUNOFF(CFS) = 2.52
**************************************************************************** FLOW PROCESS FROM NODE 141.00 TO NODE 25.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 353.00 DOWNSTREAM(FEET) = 345.10 FLOW LENGTH(FEET) = 24.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 2.7 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 18.73
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.52
PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 4.13
LONGEST FLOWPATH FROM NODE 140.00 TO NODE 25.00 = 300.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.13
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 0.46
PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.52
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 23.17 5.63 6.349 4.23
2 2.52 4.13 6.850 0.46

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 24.00 4.13 6.850
2 25.51 5.63 6.349
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 25.51 Tc(MIN.) = 5.63
TOTAL AREA(ACRES) = 4.7
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 25.00 = 1203.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 26.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 345.10 DOWNSTREAM(FEET) = 343.60 FLOW LENGTH(FEET) = 284.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 8.12
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 25.51
PIPE TRAVEL TIME(MIN.) = 0.58 Tc(MIN.) = 6.21
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 26.00 = 1487.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.21
RAINFALL INTENSITY(INCH/HR) = 5.96
TOTAL STREAM AREA(ACRES) = 4.69
PEAK FLOW RATE(CFS) AT CONFLUENCE = 25.51
**************************************************************************** FLOW PROCESS FROM NODE 150.00 TO NODE 151.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 231.00
UPSTREAM ELEVATION(FEET) = 355.00
DOWNSTREAM ELEVATION(FEET) = 352.40
ELEVATION DIFFERENCE(FEET) = 2.60
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.084
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 61.88
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 6.63
TOTAL AREA(ACRES) = 1.21 TOTAL RUNOFF(CFS) = 6.63
**************************************************************************** FLOW PROCESS FROM NODE 151.00 TO NODE 26.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.40 DOWNSTREAM(FEET) = 343.60 FLOW LENGTH(FEET) = 45.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.2 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 16.26
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 6.63
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 4.13
LONGEST FLOWPATH FROM NODE 150.00 TO NODE 26.00 = 276.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.13
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 1.21
PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.63
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 25.51 6.21 5.958 4.69
2 6.63 4.13 6.850 1.21

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 28.81 4.13 6.850
2 31.27 6.21 5.958
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 31.27 Tc(MIN.) = 6.21
TOTAL AREA(ACRES) = 5.9
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 26.00 = 1487.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 27.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 343.60 DOWNSTREAM(FEET) = 343.30 FLOW LENGTH(FEET) = 71.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 9.95
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 31.27
PIPE TRAVEL TIME(MIN.) = 0.12 Tc(MIN.) = 6.33
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 27.00 = 1558.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 6.33
RAINFALL INTENSITY(INCH/HR) = 5.89
TOTAL STREAM AREA(ACRES) = 5.90
PEAK FLOW RATE(CFS) AT CONFLUENCE = 31.27
**************************************************************************** FLOW PROCESS FROM NODE 160.00 TO NODE 161.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
============================================================================ GENERAL COMMERCIAL RUNOFF COEFFICIENT = .8000
SOIL CLASSIFICATION IS "A"
S.C.S. CURVE NUMBER (AMC II) = 89
INITIAL SUBAREA FLOW-LENGTH(FEET) = 350.00
UPSTREAM ELEVATION(FEET) = 356.10
DOWNSTREAM ELEVATION(FEET) = 352.00
ELEVATION DIFFERENCE(FEET) = 4.10
SUBAREA OVERLAND TIME OF FLOW(MIN.) = 4.052
WARNING: INITIAL SUBAREA FLOW PATH LENGTH IS GREATER THAN THE MAXIMUM OVERLAND FLOW LENGTH = 62.57
(Reference: Table 3-1B of Hydrology Manual)
THE MAXIMUM OVERLAND FLOW LENGTH IS USED IN Tc CALCULATION! 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 6.850
NOTE: RAINFALL INTENSITY IS BASED ON Tc = 5-MINUTE.

SUBAREA RUNOFF(CFS) = 7.73
TOTAL AREA(ACRES) = 1.41 TOTAL RUNOFF(CFS) = 7.73
**************************************************************************** FLOW PROCESS FROM NODE 161.00 TO NODE 27.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 348.00 DOWNSTREAM(FEET) = 343.30 FLOW LENGTH(FEET) = 84.00 MANNING'S N = 0.012
DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.5 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 13.04
GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 7.73
PIPE TRAVEL TIME(MIN.) = 0.11 Tc(MIN.) = 4.16
LONGEST FLOWPATH FROM NODE 160.00 TO NODE 27.00 = 434.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 4.16
RAINFALL INTENSITY(INCH/HR) = 6.85
TOTAL STREAM AREA(ACRES) = 1.41
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.73
** CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 31.27 6.33 5.885 5.90
2 7.73 4.16 6.850 1.41

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 34.60 4.16 6.850
2 37.91 6.33 5.885
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 37.91 Tc(MIN.) = 6.33
TOTAL AREA(ACRES) = 7.3
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 27.00 = 1558.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 19.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 343.30 DOWNSTREAM(FEET) = 342.20 FLOW LENGTH(FEET) = 225.00 MANNING'S N = 0.012

ASSUME FULL-FLOWING PIPELINE
PIPE-FLOW VELOCITY(FEET/SEC.) = 12.07
PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 37.91
PIPE TRAVEL TIME(MIN.) = 0.31 Tc(MIN.) = 6.64
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 19.00 = 1783.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 37.91 6.64 5.706 7.31
LONGEST FLOWPATH FROM NODE 20.00 TO NODE 19.00 = 1783.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM RUNOFF Tc INTENSITY AREA
NUMBER (CFS) (MIN.) (INCH/HOUR) (ACRE)
1 27.54 7.87 5.115 6.01
LONGEST FLOWPATH FROM NODE 30.00 TO NODE 19.00 = 1447.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM RUNOFF Tc INTENSITY
NUMBER (CFS) (MIN.) (INCH/HOUR)
1 61.15 6.64 5.706
2 61.52 7.87 5.115
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 61.52 Tc(MIN.) = 7.87
TOTAL AREA(ACRES) = 13.3
============================================================================ END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 13.3 TC(MIN.) = 7.87
PEAK FLOW RATE(CFS) = 61.52
============================================================================ ============================================================================

END OF RATIONAL METHOD ANALYSIS
24" BYPASS PIPE
Project Description
Manning
Formula Friction Method
Full Flow
Capacity Solve For
Input Data
Roughness Coefficient 0.010
Channel Slope 0.005 ft/ft
Normal Depth 24.0 in
Diameter 24.0 in
Discharge 20.79 cfs
Results
Discharge 20.79 cfs
Normal Depth 24.0 in
Flow Area 3.1 ft²
Wetted Perimeter 6.3 ft
Hydraulic Radius 6.0 in
Top Width 0.00 ft
Critical Depth 19.6 in
Percent Full 100.0 %
Critical Slope 0.005 ft/ft
Velocity 6.62 ft/s
Velocity Head 0.68 ft
Specific Energy 2.68 ft
Froude Number (N/A)
Maximum Discharge 22.37 cfs
Discharge Full 20.79 cfs
Slope Full 0.005 ft/ft
Flow Type Undefined
GVF Input Data
Downstream Depth 0.0 in
Length 0.0 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.0 in
Profile Description N/A
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.0 %
Normal Depth Over Rise 0.0 %
Downstream Velocity 0.00 ft/s
Upstream Velocity 0.00 ft/s
Normal Depth 24.0 in
Critical Depth 19.6 in
Channel Slope 0.005 ft/ft
Critical Slope 0.005 ft/ft
27 Siemon Company Drive Suite 200 W Page 1 of 1
Watertown, CT 06795 USA +1-203-755-1666
7/14/2023
FlowMaster
[10.03.00.03]
Bentley Systems, Inc. Haestad Methods Solution
24 IN BYPASS PIPE.fm8 Center

Appendix J-2
Storm Water Quality Management Plan

PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023

CITY OF SANTEE

PRIORITY DEVELOPMENT PROJECT (PDP)

STORM WATER QUALITY MANAGEMENT PLAN (SWQMP)
FOR

PALISADE SANTEE BUSINESS PARK
APP NO. DR2023-02
10990 N Woodside Avenue
Santee, CA 92071
ASSESSOR'S PARCEL NUMBER(S):
381-070-52-00
ENGINEER OF WORK:
___________________________________________________________________________________ Matthew Hellesen, P.E. - R.C.E. 87299
PREPARED FOR:

North Palisade Partners
1330 Factory Please STE 105
Los Angeles, CA 90013
(213) 495-2945
PDP SWQMP PREPARED BY:

DRC Engineering, Inc.
160 S Old Springs Road, STE 210
Anaheim Hills, CA 92807
(714) 685-6860 x339
DATE OF SWQMP:

March 29, 2023
PLANS PREPARED BY:

DRC Engineering, Inc.
160 S Old Springs Road, STE 210
Anaheim Hills, CA 92807
(714) 685-6860 x339
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
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PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023

TABLE OF CONTENTS
Acronym Sheet
PDP SWQMP Preparer's Certification Page
PDP SWQMP Project Owner's Certification Page
Submittal Record
Project Vicinity Map
FORM I-1 Applicability of Permanent, Post-Construction Storm Water BMP Requirements FORM I-2 Project Type Determination Checklist (Standard Project or PDP) FORM I-3B Site Information Checklist for PDPs
FORM I-4 Source Control BMP Checklist for All Development Projects FORM I-5 Site Design BMP Checklist for All Development Projects FORM I-6 Summary of PDP Structural BMPs
Attachment 1: Backup for PDP Pollutant Control BMPs
Attachment 1a: DMA Exhibit
Attachment 1b: Tabular Summary of DMAs and Design Capture Volume Calculations Attachment 1c: Harvest and Use Feasibility Screening (when applicable) Attachment 1d: Categorization of Infiltration Feasibility Condition (when applicable) Attachment 1e: Pollutant Control BMP Design Worksheets / Calculations Attachment 2: Backup for PDP Hydromodification Control Measures Attachment 2a: Hydromodification Management Exhibit
Attachment 2b: Management of Critical Coarse Sediment Yield Areas Attachment 2c: Geomorphic Assessment of Receiving Channels Attachment 2d: Flow Control Facility Design
Attachment 3: Structural BMP Maintenance Plan
Attachment 3a: B Structural BMP Maintenance Thresholds and Actions Attachment 3b: Draft Maintenance Agreement (when applicable) Attachment 4: Copy of Plan Sheets Showing Permanent Storm Water BMPs PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023

ACRONYMS
APN Assessor's Parcel Number
BMP Best Management Practice
HMP Hydromodification Management Plan
HSG Hydrologic Soil Group
MS4 Municipal Separate Storm Sewer System
N/A Not Applicable
NRCS Natural Resources Conservation Service
PDP Priority Development Project
PE Professional Engineer
SC Source Control
SD Site Design
SDRWQCB San Diego Regional Water Quality Control Board
SIC Standard Industrial Classification
SWQMP Storm Water Quality Management Plan
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023

SWQMP PREPARER'S

CERTIFICATION PAGE
Project Name: Palisade Santee Business Park
Permit Application Number: DR2023-02

PREPARER'S CERTIFICATION
I hereby declare that I am the Engineer in Responsible Charge of design of storm water best management practices (BMPs) for this project, and that I have exercised responsible charge over the design of the BMPs as defined in Section 6703 of the Business and Professions Code, and that the design is consistent with the PDP requirements of the City of Santee BMP Design Manual, which is a design manual for compliance with local City of Santee and regional MS4 Permit (California Regional Water Quality Control Board San Diego Region Order No. R9-2015-0100) requirements for storm water management.

I have read and understand that the [City Engineer] has adopted minimum requirements for managing urban runoff, including storm water, from land development activities, as described in the BMP Design Manual. I certify that this PDP SWQMP has been completed to the best of my ability and accurately reflects the project being proposed and the applicable BMPs proposed to minimize the potentially negative impacts of this project's land development activities on water quality. I understand and acknowledge that the plan check review of this PDP SWQMP by the [City Engineer] is confined to a review and does not relieve me, as the Engineer in Responsible Charge of design of storm water BMPs for this project, of my responsibilities for project design.

R.C.E. 87299 Exp. 9/30/25
________________________________________________________ Engineer of Work's Signature, PE Number & Expiration Date Matthew Hellesen
________________________________________________________ Print Name
DRC Engineering, Inc.
________________________________________________________ Company
____________________________
Date
Engineer's Seal:
01/10/24
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Page intentionally blank
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023

SWQMP PROJECT OWNER'S

CERTIFICATION PAGE
Project Name: Palisade Santee Business Park
Permit Application Number: DR2023-02

PROJECT OWNER'S CERTIFICATION
This PDP SWQMP has been prepared for North Palisade Partners by DRC Engineering, Inc. The PDP SWQMP is intended to comply with the PDP requirements of the San Diego County BMP Design Manual, which is a design manual for compliance with local City of Santee and regional MS4 Permit (California Regional Water Quality Control Board San Diego Region Order No. R9-2015-0100) requirements for storm water management.

The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan. Once the undersigned transfers its interests in the property, its successor-ininterest shall bear the aforementioned responsibility to implement the best management practices (BMPs) described within this plan, including ensuring on-going operation and maintenance of structural BMPs. A signed copy of this document shall be available on the subject property into perpetuity. ________________________________________________________ Project Owner's Signature
Brian Wong
________________________________________________________ Print Name
North Palisade Partners, LLC
________________________________________________________ Company
____________________________
Date
North Palisade Opco, LLC Palisade Santee Commerce Center North Palisade Opco, LLC DocuSign Envelope ID: 4E0DED08-E3B6-4FFB-9F88-19D7E1DC9D0E 1/9/2024
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Page intentionally blank
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023

SUBMITTAL RECORD
Use this Table to keep a record of submittals of this PDP SWQMP. Each time the PDP SWQMP is resubmitted, provide the date and status of the project. In column 4 summarize the changes that have been made or indicate if response to plancheck comments is included. When applicable, insert response to plancheck comments behind this page.

Submittal
Number
Date Project Status Summary of Changes
1 4/3/2023  Preliminary Design /
Planning/ CEQA
 Final Design
Initial Submittal
2 8/21/2023  Preliminary Design /
Planning/ CEQA
 Final Design
Second Submittal
3 1/10/2024  Preliminary Design /
Planning/ CEQA
 Final Design
Third Submittal
4  Preliminary Design /
Planning/ CEQA
 Final Design
×
×
×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023

PROJECT VICINITY MAP
Project Name: Palisade Santee Business Park
Permit Application Number: DR2023-02
E. NOPAL

VICNTYMAP
NTS
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Applicability of Permanent, Post-Construction
Storm Water BMP Requirements
(Storm Water Intake Form for all Development Permit Applications) Form I-1
Model BMP Design
Manual
[August 31, 2015]
Project Identification
Project Name: Palisade Santee Business Park
Permit Application Number: DR2023-02 Date: 3/29/2023
Project Address:
10990 N Woodside Avenue, Santee, CA 92071
Determination of Requirements
The purpose of this form is to identify permanent, post-construction requirements that apply to the project. This form serves as a short summary of applicable requirements, in some cases referencing separate forms that will serve as the backup for the determination of requirements.

Answer each step below, starting with Step 1 and progressing through each step until reaching "Stop".

Upon reaching a Stop, do not complete further Steps beyond the Stop.

Refer to BMP Design Manual sections and/or separate forms referenced in each step below.

Step Answer Progression
Step 1: Is the project a "development
project"?
See Section 1.3 of the BMP Design
Manual for guidance.
 Yes Go to Step 2.
 No Stop.

Permanent BMP requirements do not apply.

No SWQMP will be required. Provide
discussion below.

Discussion / justification if the project is not a "development project" (e.g., the project includes only interior remodels within an existing building):

Step 2: Is the project a Standard
Project, Priority Development Project
(PDP), or exception to PDP definitions?
To answer this item, see Section 1.4 of
the BMP Design Manual in its entirety
for guidance, AND complete Form I-2,
Project Type Determination.
 Standard
Project
Stop.

Only Standard Project requirements apply,
including Standard Project SWQMP.
 PDP Standard and PDP requirements apply,
including PDP SWQMP.

Go to Step 3.
 Exception
to PDP
definitions
Stop.

Standard Project requirements apply, and any
additional requirements specific to the type of
project. Provide discussion and list any
additional requirements below. Prepare
Standard Project SWQMP.
×
×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Form I-1 Page 2, Form Template Date: August 31, 2015
[Step 2 Continued from Page 1] Discussion / justification, and additional requirements for exceptions to PDP definitions, if applicable:

Step 3 (PDPs only). Is the project
subject to earlier PDP requirements
due to a prior lawful approval?
See Section 1.10 of the BMP Design
Manual for guidance.
 Yes Consult the [City Engineer] to determine
requirements. Provide discussion and identify
requirements below.

Go to Step 4.
 No BMP Design Manual PDP requirements apply.

Go to Step 4.

Discussion / justification of prior lawful approval, and identify requirements (not required if prior lawful approval does not apply):

Step 4 (PDPs only). Do
hydromodification control
requirements apply?
See Section 1.6 of the BMP Design
Manual for guidance.
 Yes PDP structural BMPs required for pollutant
control (Chapter 5) and hydromodification
control (Chapter 6).

Go to Step 5.
 No Stop.

PDP structural BMPs required for pollutant
control (Chapter 5) only.

Provide brief discussion of exemption to
hydromodification control below.

Discussion / justification if hydromodification control requirements do not apply:

The existing project site drains directly into the San Diego River within the San Deigo River Watershed Management Area. The San Diego River is listed as an exempt river reach per the “Receiving Waters and Conveyance Systems Exempt from Hydromodification Management Requirements” Map included in Attachment 2.

Step 5 (PDPs subject to
hydromodification control
requirements only). Does protection
of critical coarse sediment yield areas
apply based on review of WMAA
Potential Critical Coarse Sediment
Yield Area Map?
See Section 6.2 of the BMP Design
Manual for guidance.
 Yes Management measures required for
protection of critical coarse sediment yield
areas (Chapter 6.2).

Stop.
 No Management measures not required for
protection of critical coarse sediment yield
areas.

Provide brief discussion below.

Stop.
×
×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Priority Determination Form
Form I-2
Model BMP Design Manual
[August 31, 2015]
Project Information
Project Name: Palisade Santee Business Park
Permit Application Number: DR2023-02 Date: 3/29/2023
Project Address:
10990 N Woodside Avenue, Santee, CA 92071
Project Type Determination: Standard Project or Priority Development Project (PDP) The project is (select one):  New Development  Redevelopment The total proposed newly created or replaced impervious area is: _548,087_ ft2(12.58) acres Is the project in any of the following categories, (a) through (f)? Yes

No

(a) New development projects that create 10,000 square feet or more of impervious surfaces (collectively over the entire project site). This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land.

Yes

No

(b) Redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface (collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surfaces). This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land.

Yes

No

(c) New and redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface (collectively over the entire project site), and support one or more of the following uses:
(i) Restaurants. This category is defined as a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (Standard Industrial Classification (SIC) code 5812). (ii) Hillside development projects. This category includes development on any natural slope that is twenty-five percent or greater.
(iii) Parking lots. This category is defined as a land area or facility for the temporary parking or storage of motor vehicles used personally, for business, or for commerce.
(iv) Streets, roads, highways, freeways, and driveways. This category is defined as any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles.
×
×
×
×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Form I-2 Page 2, Form Template Date: August 31, 2015
Yes

No

(d) New or redevelopment projects that create and/or replace 2,500 square feet or more of impervious surface (collectively over the entire project site), and discharging directly to an Environmentally Sensitive Area (ESA). “Discharging directly to” includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA (i.e. not commingled with flows from adjacent lands).

Note: ESAs are areas that include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Board and San Diego Water Board; State Water Quality Protected Areas; water bodies designated with the RARE beneficial use by the State Water Board and San Diego Water Board; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. See BMP Design Manual Section 1.4.2 for additional guidance.

Yes

No

(e) New development projects, or redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface, that support one or more of the following uses:
(i) Automotive repair shops. This category is defined as a facility that is categorized in any one of the following SIC codes: 5013, 5014, 5541, 7532- 7534, or 7536-7539.
(ii) Retail gasoline outlets (RGOs). This category includes RGOs that meet the following criteria: (a) 5,000 square feet or more or (b) a projected Average Daily Traffic (ADT) of 100 or more vehicles per day.

Yes

No

(f) New or redevelopment projects that result in the disturbance of one or more acres of land and are expected to generate pollutants post construction.

Note: See BMP Design Manual Section 1.4.2 for additional guidance.

Does the project meet the definition of one or more of the Priority Development Project categories (a) through (f) listed above?
 No – the project is not a Priority Development Project (Standard Project).  Yes – the project is a Priority Development Project (PDP).

The following is for redevelopment PDPs only:

The area of existing (pre-project) impervious area at the project site is: ____499,523____ ft2(A) The total proposed newly created or replaced impervious area is ____548,087____ ft2(B) Percent impervious surface created or replaced (B/A)*100: ___109.7____% The percent impervious surface created or replaced is (select one based on the above calculation):
 less than or equal to fifty percent (50%) – only new impervious areas are considered PDP OR
 greater than fifty percent (50%) – the entire project site is a PDP ×
×
×
×
×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Site Design Checklist
For PDPs
Form I-3B (PDPs)
Model BMP Design Manual
[August 31, 2015]
Project Summary Information
Project Name Palisade Santee Business Park
Project Address
10990 N Woodside Avenue, Santee, CA 92071
Assessor's Parcel Number(s) (APN(s)) 381-070-52-00
Permit Application Number DR2023-02
Project Hydrologic Unit Select One:
 Santa Margarita 902
 San Luis Rey 903
 Carlsbad 904
 San Dieguito 905
 Penasquitos 906
 San Diego 907
 Pueblo San Diego 908
 Sweetwater 909
 Otay 910
 Tijuana 911
Project Watershed
(Complete Hydrologic Unit, Area, and Subarea
Name with Numeric Identifier)
Lower San Diego Hydrological Area (907.1), Santee
subwatershed (907.12)
Parcel Area
(total area of Assessor's Parcel(s) associated
with the project)
__13.49__ Acres (___587,673__ Square Feet)
Area to be Disturbed by the Project
(Project Area) __13.48__ Acres (___587,042__ Square Feet) Project Proposed Impervious Area
(subset of Project Area) __12.58__ Acres (___548,087__ Square Feet) Project Proposed Pervious Area
(subset of Project Area) ___0.89 Acres (____38,955__ Square Feet) Note: Proposed Impervious Area + Proposed Pervious Area = Area to be Disturbed by the Project.

This may be less than the Parcel Area.
×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Form I-3B Page 2 of 10, Form Template Date: August 31, 2015 Description of Existing Site Condition
Current Status of the Site (select all that apply):
 Existing development
 Previously graded but not built out
 Demolition completed without new construction
 Agricultural or other non-impervious use
 Vacant, undeveloped/natural
Description / Additional Information:

Current site is an existing drive-in movie theater predominantly made up of a parking lot and drive aisles.

Existing Land Cover Includes (select all that apply):
 Vegetative Cover
 Non-Vegetated Pervious Areas
 Impervious Areas
Description / Additional Information:

Site is predominantly made up of a parking lot and drive aisles. All pervious areas are dirt.

Underlying Soil belongs to Hydrologic Soil Group (select all that apply):
 NRCS Type A
 NRCS Type B
 NRCS Type C
 NRCS Type D
Approximate Depth to Groundwater (GW):
 GW Depth < 5 feet
 5 feet < GW Depth < 10 feet
 10 feet < GW Depth < 20 feet
 GW Depth > 20 feet
×
×
×
×
×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Existing Natural Hydrologic Features (select all that apply):
 Watercourses
 Seeps
 Springs
 Wetlands
 None
Description / Additional Information:
×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Form I-3B Page 3 of 10, Form Template Date: August 31, 2015 Description of Existing Site Drainage Patterns
How is storm water runoff conveyed from the site? At a minimum, this description should answer:
(1) whether existing drainage conveyance is natural or urban; (2) Is runoff from offsite conveyed through the site? if yes, quantify all offsite drainage areas, design flows, and locations where offsite flows enter the project site, and summarize how such flows are conveyed through the site;
(3)Provide details regarding existing project site drainage conveyance network, including any existing storm drains, concrete channels, swales, detention facilities, storm water treatment facilities, natural or constructed channels; and
(4) Identify all discharge locations from the existing project site along with a summary of conveyance system size and capacity for each of the discharge locations. Provide summary of the pre-project drainage areas and design flows to each of the existing runoff discharge locations.

Describe existing site drainage patterns:

The site is currently made up of a drive-in movie theater and is predominately made up of parking lots and drive aisles. Stormwater flow currently sheet flows over the parking lot to a low spot in the northwest corner of the site and spills into the San Diego River over natural terrain. There is currently no drainage system within the site. Approximately 3.5 acres of onsite run-on currently flows onto the site. An existing 24-inch culvert located under CA-67 Freeway outlets at the entrance of the site off of Woodside Avenue. This culvert collects approximately 2.8 acres from the freeway as well as the southern portion of Woodside Drive. An additional 0.7 acres covering the northern portion of Woodside Drive collects in the curb and gutter from south of Wheatlands Drive and outlets at the existing entrance of the site. In total, approximately 16.8 acres of tributary area flows to the existing low spot.

PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Form I-3B Page 4 of 10, Form Template Date: August 31, 2015 Description of Proposed Site Development
Project Description / Proposed Land Use and/or Activities:

The project is made up of the construction of a 300,145 square foot warehouse and associated improvements. The building will be used for general warehousing and storage (SIC Code 4225) and feature truck docks on each side of the building. Truck traffic will enter the site off of Woodside Avenue and be able to access drive aisles around the perimeter of the building.

List/describe proposed impervious features of the project (e.g., buildings, roadways, parking lots, courtyards, athletic courts, other impervious features):

The 300,145 square foot warehouse will feature associated drive aisles, parking stalls, walkways and 2 trash enclosures. All impervious surfaces have been designed to have a minimum slope to address ADA and Building Code requirements.

List/describe proposed pervious features of the project (e.g., landscape areas):

All landscaped areas within the site will feature drought tolerant landscaping.

Does the project include grading and changes to site topography?  Yes
 No
Description / Additional Information:

Project includes grading but overall drainage patterns of the site will remain the same with the on-site storm drain flowing towards the north corner of the site towards the San Diego River. ×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Form I-3B Page 5 of 10, Form Template Date: August 31, 2015 Description of Proposed Site Drainage Patterns
Does the project include changes to site drainage (e.g., installation of new storm water conveyance systems)?
 Yes
 No
If yes, provide details regarding the proposed project site drainage conveyance network, including storm drains, concrete channels, swales, detention facilities, storm water treatment facilities, natural or constructed channels, and the method for conveying offsite flows through or around the proposed project site. Identify all discharge locations from the proposed project site along with a summary of the conveyance system size and capacity for each of the discharge locations. Provide a summary of pre- and post-project drainage areas and design flows to each of the runoff discharge locations. Reference the drainage study for detailed calculations.

Describe proposed site drainage patterns:

The proposed site will feature an on-site storm drain system that will accept flows from drain inlets at low spots throughout the site. Stormwater will continue to flow to the north of the site, around the building to an underground infiltration system located with the northern truck yard. The infiltration chamber will be sized based on SWQMP requirements with larger flows building up within the system and discharging to a headwall structure draining into the San Diego River. The headwall structure will outlet to a rip-rap pad to dissipate energy and provide scour protection.

Approximately 0.24 acres to the north of the site consisting of pervious slope will be considered selfmitigating as this area currently drains into the San Diego River and can not feasibly be accepted by the on-site storm drain system. The area is highlighted on the DMA Exhibit in Attachment 1 and is designated as DMA A-1.

While in depth sizing has yet to be calculated, see the Preliminary Hydrology Report for general sizing information for the on-site storm drain as well as pre vs. post development comparisons of the site.

Form I-3B Page 6 of 10, Form Template Date: August 31, 2015 ×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Identify whether any of the following features, activities, and/or pollutant source areas will be present (select all that apply):
 On-site storm drain inlets
 Interior floor drains and elevator shaft sump pumps
 Interior parking garages
 Need for future indoor & structural pest control
 Landscape/Outdoor Pesticide Use
 Pools, spas, ponds, decorative fountains, and other water features  Food service
 Refuse areas
 Industrial processes
 Outdoor storage of equipment or materials
 Vehicle and Equipment Cleaning
 Vehicle/Equipment Repair and Maintenance
 Fuel Dispensing Areas
 Loading Docks
 Fire Sprinkler Test Water
 Miscellaneous Drain or Wash Water
 Plazas, sidewalks, and parking lots
Description / Additional Information:

Project will only feature general warehousing activities ×
×
×
×
×
×
×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Form I-3B Page 7 of 10, Form Template Date: August 31, 2015 Identification and Narrative of Receiving Water and Pollutants of Concern Describe flow path of storm water from the project site discharge location(s), through urban storm conveyance systems as applicable, to receiving creeks, rivers, and lagoons as applicable, and ultimate discharge to the Pacific Ocean (or bay, lagoon, lake or reservoir, as applicable):

Project discharges directly to the San Diego River in the Lower San Diego Hydrological Area (907.1) which downstream outlets into the Famosa Slough and the Pacific Ocean.

List any 303(d) impaired water bodies within the path of storm water from the project site to the Pacific Ocean (or bay, lagoon, lake or reservoir, as applicable), identify the pollutant(s)/stressor(s) causing impairment, and identify any TMDLs and/or Highest Priority Pollutants from the WQIP for the impaired water bodies:
303(d) Impaired Water Body Pollutant(s)/Stressor(s)
TMDLs / WQIP Highest Priority
Pollutant
San Diego River (lower) Indicator Bacteria, Low Dissolved Oxygen, Nitrogen, Phosphorus,
Total Dissolved Solids, Toxicity,
Cadmium, Benthic Community
Events
Bacteria
Famosa Slough Eutrophic Eutrophication
(Under Development)
Pacific Ocean Shoreline Enterococcus, Total Coliform Bacteria Identification of Project Site Pollutants*
*Identification of project site pollutants is only required if flow-thru treatment BMPs are implemented onsite in lieu of retention or biofiltration BMPs (note the project must also participate in an alternative compliance program unless prior lawful approval to meet earlier PDP requirements is demonstrated)
Identify pollutants expected from the project site based on all proposed use(s) of the site (see BMP Design Manual Appendix B.6):

Pollutant
Not Applicable to the
Project Site
Expected from the
Project Site
Also a Receiving Water
Pollutant of Concern
Sediment
Nutrients
Heavy Metals
Organic Compounds
Trash & Debris
Oxygen Demanding
Substances
Oil & Grease
Bacteria & Viruses
Pesticides
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Form I-3B Page 8 of 10, Form Template Date: August 31, 2015 Hydromodification Management Requirements
Do hydromodification management requirements apply (see Section 1.6 of the BMP Design Manual)?  Yes, hydromodification management flow control structural BMPs required.  No, the project will discharge runoff directly to existing underground storm drains discharging directly to water storage reservoirs, lakes, enclosed embayments, or the Pacific Ocean.  No, the project will discharge runoff directly to conveyance channels whose bed and bank are concrete-lined all the way from the point of discharge to water storage reservoirs, lakes, enclosed embayments, or the Pacific Ocean.
 No, the project will discharge runoff directly to an area identified as appropriate for an exemption by the WMAA for the watershed in which the project resides.

Description / Additional Information (to be provided if a 'No' answer has been selected above):

Project discharges water directly into the San Diego River which is defined as an exempt river reach based on Watershed Management Area Analysis.

Critical Coarse Sediment Yield Areas*
*This Section only required if hydromodification management requirements apply ×
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Based on the maps provided within the WMAA, do potential critical coarse sediment yield areas exist within the project drainage boundaries?
 Yes
 No, No critical coarse sediment yield areas to be protected based on WMAA maps If yes, have any of the optional analyses presented in Section 6.2 of the BMP Design Manual been performed?
 6.2.1 Verification of Geomorphic Landscape Units (GLUs) Onsite  6.2.2 Downstream Systems Sensitivity to Coarse Sediment  6.2.3 Optional Additional Analysis of Potential Critical Coarse Sediment Yield Areas Onsite  No optional analyses performed, the project will avoid critical coarse sediment yield areas identified based on WMAA maps
If optional analyses were performed, what is the final result?  No critical coarse sediment yield areas to be protected based on verification of GLUs onsite  Critical coarse sediment yield areas exist but additional analysis has determined that protection is not required. Documentation attached in Attachment 2.b of the SWQMP.  Critical coarse sediment yield areas exist and require protection. The project will implement management measures described in Sections 6.2.4 and 6.2.5 as applicable, and the areas are identified on the SWQMP Exhibit.

Discussion / Additional Information:

PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Form I-3B Page 9 of 10, Form Template Date: August 31, 2015 Flow Control for Post-Project Runoff*
*This Section only required if hydromodification management requirements apply List and describe point(s) of compliance (POCs) for flow control for hydromodification management (see Section 6.3.1). For each POC, provide a POC identification name or number correlating to the project's HMP Exhibit and a receiving channel identification name or number correlating to the project's HMP Exhibit.

Has a geomorphic assessment been performed for the receiving channel(s)?  No, the low flow threshold is 0.1Q2 (default low flow threshold)  Yes, the result is the low flow threshold is 0.1Q2
 Yes, the result is the low flow threshold is 0.3Q2
 Yes, the result is the low flow threshold is 0.5Q2
If a geomorphic assessment has been performed, provide title, date, and preparer:

Discussion / Additional Information: (optional)
PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Form I-3B Page 10 of 10, Form Template Date: August 31, 2015 Other Site Requirements and Constraints
When applicable, list other site requirements or constraints that will influence storm water management design, such as zoning requirements including setbacks and open space, or local codes governing minimum street width, sidewalk construction, allowable pavement types, and drainage requirements.

Not Applicable
Optional Additional Information or Continuation of Previous Sections As Needed This space provided for additional information or continuation of information from previous sections as needed.

PDP SWQMP Template Date: February 2016
PDP SWQMP Preparation Date: March 29, 2023
Source Control BMP Checklist
for All Development Projects
(Standard Projects and Priority Development Projects)
Form I-4
Model BMP Design
Manual
[August 31, 2015]
Project Identification
Project Name: Palisade Santee Business Park
Permit Application Number: DR2023-02 Date: 3/29/2023
Source Control BMPs
All development projects must implement source control BMPs SC-1 through SC-6 where applicable and feasible. See Chapter 4 and Appendix E of the Model BMP Design Manual for information to implement source control BMPs shown in this checklist.

Answer each category below pursuant to the following.
• "Yes" means the project will implement the source control BMP as described in Chapter 4 and/or Appendix E of the Model BMP Design Manual. Discussion / justification is not required. • "No" means the BMP is applicable to the project but it is not feasible to implement. Discussion / justification must be provided.
• "N/A" means the BMP is not applicable at the project site because the project does not include the feature that is addressed by the BMP (e.g., the project has no outdoor materials storage areas).

Santee City CouncilAugust 27, 2025

Santee City Council
August 27, 2025