STARBUCKSHAYWARD, CA21-054
1/15/2025STARBUCKS - HAYWARD, CA
STARBUCKSHAYWARD, CA21-0541/15/2025STARBUCKS - HAYWARD, CA
STARBUCKSHAYWARD, CA21-0541/15/2025STARBUCKS - HAYWARD, CA
STARBUCKSHAYWARD, CA21-0541/15/2025STARBUCKS - HAYWARD, CA
UP
REST
ROOM 1
006
REST
ROOM 2
007
VESTIBULE
003
CAFE
SEATING
002
MERCANTILE
001
BAR
004
WORK
ROOM
005
14'-6 1/2" 11'-8 1/2" 46'-1 1/4"
9 3/4"
5'-0 1/2" 5'-0 1/2" 6'-0" 6'-0" 6'-3 1/2"27'-9 3/4"
76'-4 1/4"
6'-10 3/4" 11'-0 1/2"
14'-5" 17'-11 1/4" 5'-0 1/2"
37'-4 3/4"
7'-0 1/8" 13'-10 7/8"
11'-5 1/2"20'-11" 26'-7 1/4"
19'-6 1/4"8'-10"
28'-4 1/4"
3'-0"
2'-6"
3'-0"
3'-5"
4'-0"
6'-0"
4'-0"
4'-0"
4'-0"
9 3/4"
MAIL BOX FOR
OFFICE TENANT
17'-4 1/2"
1'-7 1/4"
02/13/23
This is conceptual site plan only. Do not purchase site until reviewed by local planner & civil engineer. Your civil engineer must verify the zoning, setbacks,utility location and sizes, green space requirements parking requirements, landscape requirements and grading for ADA accessibility with the city/county/state prior to getting started with engineering. 2,345 SF
1/15/2025
DOWN
REST
ROOM 1
102
CORRIDOR
101
OFFICE 1
103
OFFICE 3
105
OFFICE 4
106
425 SQF 425 SQF
365 SQF
OFFICE 2
104
425 SQF
28'-4 1/4"
18'-10 5/8"
1'-7 1/4"
17'-11 3/4" 7'-1 1/8"
26'-8 1/8"
7'-8"
LINE OF BUILDING BELOW
LINE OF
BUILDING BELOW
11'-5 1/2"27'-6 7/8"
8'-8 1/4"
65'-8 1/2"
7'-1 1/8"25'-9 5/8"10'-5"
12'-3 1/4"
28'-5"
22'-5 3/4"
16'-1 3/4"
06/10/22
This is conceptual site plan only. Do not purchase site until reviewed by local planner & civil engineer. Your civil engineer must verify the zoning, setbacks,utility location and sizes, green space requirements parking requirements, landscape requirements and grading for ADA accessibility with the city/county/state prior to getting started with engineering. 1/15/2025
SECOND FLOOR
@ 14'-0" AFF
FIRST FLOOR
@ 0'-0" AFF
T.O. PARAPET 2
@ 27'-4" AFF
14'-0" 11'-5"
10'-0"
STARBUCKS COFFEE
T.O. PARAPET 1
@ 15'-11" AFF
1'-11" STARBUCKS COFFEE
SECOND FLOOR
@ 14'-0" AFFFIRST FLOOR
@ 0'-0" AFF
T.O. PARAPET 2
@ 27'-4" AFF
14'-0"
2'-0"
6"
11'-5"
7'-1"
10'-0"
1'-11"
T.O. PARAPET 1
@ 15'-11" AFF
6'-1"
T.O. PARAPET 3
@ 29'-4" AFF
2'-0"
06/10/22
This is conceptual site plan only. Do not purchase site until reviewed by local planner & civil engineer. Your civil engineer must verify the zoning, setbacks,utility location and sizes, green space requirements parking requirements, landscape requirements and grading for ADA accessibility with the city/county/state prior to getting started with engineering. 02 01
1/15/2025
SECOND FLOOR
@ 14'-0" AFF
FIRST FLOOR
@ 0'-0" AFF
T.O. PARAPET 1
@ 27'-4" AFF
14'-0"
8'-2"
13'-4"
FIRST FLOOR
@ 0'-0" AFF
SECOND FLOOR
@ 14'-0" AFF
T.O. PARAPET 2
@ 27'-4" AFF
14'-0"
10'-0"
13'-4"
T.O. PARAPET 3
@ 29'-4" AFF
2'-0"
06/10/22
This is conceptual site plan only. Do not purchase site until reviewed by local planner & civil engineer. Your civil engineer must verify the zoning, setbacks,utility location and sizes, green space requirements parking requirements, landscape requirements and grading for ADA accessibility with the city/county/state prior to getting started with engineering. 02 01
1/15/2025
1/15/2025
1/15/2025
STUCCO - WHITE DOVE STUCCO - PUMPKIN CREAM
FIBER CEMENT - RICH ESPRESSO STUCCO - NATURAL BROWN
LOUVERED ALUMINUM SUNSHADE
WIRE MESH STEEL RAILING; BLACK
METAL COPING, WINDOW
FRAMES, AND ACCESSORIES
BLACK
1/15/2025
1.0 Project Information
1-1 Project Name: HOME 2 SUITES
1-2 City application ID: Site Plan Review (SPR)
1-3 Site Address or APN: 432-108-008 & 007
1-4 Tract or Parcel Map No:
1-5 Site Mean Annual Precip. (MAP)1 18.0 Inches
Refer to the Mean Annual Precipitation Map in Appendix D of the C.3 Technical Guidance to determine the MAP, in inches, for the site. Click here for map 1-6 Applicable Rain Gauge2 Oakland
Enter "Oakland Airport" if the site MAP is 16.4 inches or greater. Enter "San Jose" if the site MAP is less than 16.4 inches.
MAP adjustment factor is automatically calculated as: 0.98 (The "Site Mean Annual Precipitation (MAP)" is divided by the MAP for the applicable rain gauge, showin in Table 5.2, below.)
2.0 Calculate Percentage of Impervious Surface for Drainage Management Area (DMA) 2-1 Name of DMA: BR#1
For items 2-2 and 2-3, enter the areas in square feet for each type of surface within the DMA.
Type of Surface Area of surface type within DMA
(Sq. Ft)
Adjust Pervious
Surface
Effective Impervious
Area
2-2 Impervious surface 29,400 1.0 29,400
2-3 Pervious service 3,211 0.1 321
Total DMA Area (square feet) = 32,611
2-4 Total Effective Impervious Area (EIA) 29,721 Square feet
3.0 Calculate Unit Basin Storage Volume in Inches
Applicable Rain Gauge Mean Annual Precipitation (in)
Oakland Airport 18.35 0.67
San Jose 14.4 0.56
3-1 0.67 Inches
3-2 Adjusted unit basin storage volume: 0.66 Inches
(The unit basin storage volume is adjusted by applying the MAP adjustment factor.) 3-3 Required Capture Volume (in cubic feet): 1,628 Cubic feet (The adjusted unit basin sizing volume [inches] is multiplied by the size of the DMA and converted to feet)
4.0 Calculate the Duration of the Rain Event
4-1 Rainfall intensity 0.2 Inches per hour
4-2 Divide Item 3-2 by Item 4-1 3.29 Hours of Rain Event Duration
5.0 Preliminary Estimate of Surface Area of Treatment Measure 5-1 4% of DMA impervious surface 1,189 Square feet 5-2 Area 25% smaller than item 5-1 892 Square feet 5-3 Volume of treated runoff for area in
Item 5-2 1,221 Cubic feet (Item 5-2 * 5 inches per hour * 1/12 * Item 4-2)
6.0 Initial Adjustment of Depth of Surface Ponding Area 6-1 Subtract Item 5-3 from Item 3-3 407 Cubic feet (Amount of runoff to be stored in ponding area) 6-2 Divide Item 6-1 by Item 5-2 0.5 Feet (Depth of stored runoff in surface ponding area) 6-3 Convert Item 6-2 from ft to inches 5.5 Inches (Depth of stored runoff in surface ponding area) 6-4 If ponding depth in Item 6-3 meets your target depth, skip to Item 8-1. If not, continue to Step 7-1.
7.0 Optimize Size of Treatment Measure
7-1 Enter an area larger or smaller than
Item 5-2 871
7-2 Volume of treated runoff for area in
Item 7-1 1,193 Cubic feet (Item 7-1 * 5 inches per hour * 1/12 * Item 4-2) 7-3 Subtract Item 7-2 from Item 3-3 435 Cubic feet (Amount of runoff to be stored in ponding area) 7-4 Divide Item 7-3 by Item 7-1 0.50 Feet (Depth of stored runoff in surface ponding area) 7-5 Convert Item 7-4 from feet to inches 6.00 Inches (Depth of stored runoff in surface ponding area) 7-6 If the ponding depth in Item 7-5 meets target, stop here. If not, repeat Steps 7-1 through 7-5 until you obtain target depth.
8.0 Surface Area of Treatment Measure for DMA
8-1 Final surface area of treatment* 871 Square feet (Either Item 5-2 or final amount in Item 7-1) *Note: Check with the local jurisdiction as to its policy regarding the minimum biotreatment surface area allowed.
Sq.ft. (enter larger area if you need less ponding depth; smaller for more depth.) The calculations presented here are based on the combination flow and volume hydraulic sizing method provided in the Clean Water Program Alameda County C.3 Technical Guidance, Version 4.0. The steps presented below are explained in Chapter 5, Section 5.1 of the guidance manual, applicable portions of which are included in this file, in the tab called "Guidance from Chapter 5".
Worksheet for Calculating the Combination Flow and Volume Method Instructions: After completing Section 1, make a copy of this Excel file for each Drainage Management Area within the project. Enter information specific to the project and DMA in the cells shaded in yellow. Cells shaded in light blue contain formulas and values that will be automatically calculated.
Unit basin storage volume from Table 5.2:
(The coefficient for this method is 1.00, due to the conversion of any landscaping to effective impervious area) Table 5-2: Unit Basin Storage Volumes (in inches) for 80 Percent Capture Using 48-Hour Drawdowns Unit Basin Storage Volume (in) for Applicable Runoff Coefficients Coefficient of 1.00
1.0 Project Information
1-1 Project Name: HOME 2 SUITES
1-2 City application ID:
1-3 Site Address or APN: 432-108-008 & 007
1-4 Tract or Parcel Map No:
1-5 Site Mean Annual Precip. (MAP)1 18.0 Inches
Refer to the Mean Annual Precipitation Map in Appendix D of the C.3 Technical Guidance to determine the MAP, in inches, for the site. Click here for map 1-6 Applicable Rain Gauge2 Oakland
Enter "Oakland Airport" if the site MAP is 16.4 inches or greater. Enter "San Jose" if the site MAP is less than 16.4 inches.
MAP adjustment factor is automatically calculated as: 0.98 (The "Site Mean Annual Precipitation (MAP)" is divided by the MAP for the applicable rain gauge, showin in Table 5.2, below.)
2.0 Calculate Percentage of Impervious Surface for Drainage Management Area (DMA) 2-1 Name of DMA: DMA #2
For items 2-2 and 2-3, enter the areas in square feet for each type of surface within the DMA.
Type of Surface Area of surface type within DMA
(Sq. Ft)
Adjust Pervious
Surface
Effective Impervious
Area
2-2 Impervious surface 7,662 1.0 7,662
2-3 Pervious service 1,641 0.1 164
Total DMA Area (square feet) = 9,303
2-4 Total Effective Impervious Area (EIA) 7,826 Square feet
3.0 Calculate Unit Basin Storage Volume in Inches
Applicable Rain Gauge Mean Annual Precipitation (in)
Oakland Airport 18.35 0.67
San Jose 14.4 0.56
3-1 0.67 Inches
3-2 Adjusted unit basin storage volume: 0.66 Inches
(The unit basin storage volume is adjusted by applying the MAP adjustment factor.) 3-3 Required Capture Volume (in cubic feet): 429 Cubic feet (The adjusted unit basin sizing volume [inches] is multiplied by the size of the DMA and converted to feet)
4.0 Calculate the Duration of the Rain Event
4-1 Rainfall intensity 0.2 Inches per hour
4-2 Divide Item 3-2 by Item 4-1 3.29 Hours of Rain Event Duration
5.0 Preliminary Estimate of Surface Area of Treatment Measure 5-1 4% of DMA impervious surface 313 Square feet 5-2 Area 25% smaller than item 5-1 235 Square feet 5-3 Volume of treated runoff for area in
Item 5-2 321 Cubic feet (Item 5-2 * 5 inches per hour * 1/12 * Item 4-2)
6.0 Initial Adjustment of Depth of Surface Ponding Area 6-1 Subtract Item 5-3 from Item 3-3 107 Cubic feet (Amount of runoff to be stored in ponding area) 6-2 Divide Item 6-1 by Item 5-2 0.5 Feet (Depth of stored runoff in surface ponding area) 6-3 Convert Item 6-2 from ft to inches 5.5 Inches (Depth of stored runoff in surface ponding area) 6-4 If ponding depth in Item 6-3 meets your target depth, skip to Item 8-1. If not, continue to Step 7-1.
7.0 Optimize Size of Treatment Measure
7-1 Enter an area larger or smaller than
Item 5-2 229
7-2 Volume of treated runoff for area in
Item 7-1 314 Cubic feet (Item 7-1 * 5 inches per hour * 1/12 * Item 4-2) 7-3 Subtract Item 7-2 from Item 3-3 115 Cubic feet (Amount of runoff to be stored in ponding area) 7-4 Divide Item 7-3 by Item 7-1 0.50 Feet (Depth of stored runoff in surface ponding area) 7-5 Convert Item 7-4 from feet to inches 6.03 Inches (Depth of stored runoff in surface ponding area) 7-6 If the ponding depth in Item 7-5 meets target, stop here. If not, repeat Steps 7-1 through 7-5 until you obtain target depth.
8.0 Surface Area of Treatment Measure for DMA
8-1 Final surface area of treatment* 229 Square feet (Either Item 5-2 or final amount in Item 7-1) *Note: Check with the local jurisdiction as to its policy regarding the minimum biotreatment surface area allowed.
Sq.ft. (enter larger area if you need less ponding depth; smaller for more depth.) The calculations presented here are based on the combination flow and volume hydraulic sizing method provided in the Clean Water Program Alameda County C.3 Technical Guidance, Version 4.0. The steps presented below are explained in Chapter 5, Section 5.1 of the guidance manual, applicable portions of which are included in this file, in the tab called "Guidance from Chapter 5".
Worksheet for Calculating the Combination Flow and Volume Method Instructions: After completing Section 1, make a copy of this Excel file for each Drainage Management Area within the project. Enter information specific to the project and DMA in the cells shaded in yellow. Cells shaded in light blue contain formulas and values that will be automatically calculated.
Unit basin storage volume from Table 5.2:
(The coefficient for this method is 1.00, due to the conversion of any landscaping to effective impervious area) Table 5-2: Unit Basin Storage Volumes (in inches) for 80 Percent Capture Using 48-Hour Drawdowns Unit Basin Storage Volume (in) for Applicable Runoff Coefficients Coefficient of 1.00
1.0 Project Information
1-1 Project Name: HOME 2 SUITES
1-2 City application ID: Site Plan Review (SPR)
1-3 Site Address or APN: 432-108-008 & 007
1-4 Tract or Parcel Map No:
1-5 Site Mean Annual Precip. (MAP)1 18.0 Inches
Refer to the Mean Annual Precipitation Map in Appendix D of the C.3 Technical Guidance to determine the MAP, in inches, for the site. Click here for map 1-6 Applicable Rain Gauge2 Oakland
Enter "Oakland Airport" if the site MAP is 16.4 inches or greater. Enter "San Jose" if the site MAP is less than 16.4 inches.
MAP adjustment factor is automatically calculated as: 0.98 (The "Site Mean Annual Precipitation (MAP)" is divided by the MAP for the applicable rain gauge, showin in Table 5.2, below.)
2.0 Calculate Percentage of Impervious Surface for Drainage Management Area (DMA) 2-1 Name of DMA: BR#3
For items 2-2 and 2-3, enter the areas in square feet for each type of surface within the DMA.
Type of Surface Area of surface type within DMA
(Sq. Ft)
Adjust Pervious
Surface
Effective Impervious
Area
2-2 Impervious surface 4,819 1.0 4,819
2-3 Pervious service 2,462 0.1 246
Total DMA Area (square feet) = 7,281
2-4 Total Effective Impervious Area (EIA) 5,065 Square feet
3.0 Calculate Unit Basin Storage Volume in Inches
Applicable Rain Gauge Mean Annual Precipitation (in)
Oakland Airport 18.35 0.67
San Jose 14.4 0.56
3-1 0.67 Inches
3-2 Adjusted unit basin storage volume: 0.66 Inches
(The unit basin storage volume is adjusted by applying the MAP adjustment factor.) 3-3 Required Capture Volume (in cubic feet): 277 Cubic feet (The adjusted unit basin sizing volume [inches] is multiplied by the size of the DMA and converted to feet)
4.0 Calculate the Duration of the Rain Event
4-1 Rainfall intensity 0.2 Inches per hour
4-2 Divide Item 3-2 by Item 4-1 3.29 Hours of Rain Event Duration
5.0 Preliminary Estimate of Surface Area of Treatment Measure 5-1 4% of DMA impervious surface 203 Square feet 5-2 Area 25% smaller than item 5-1 152 Square feet 5-3 Volume of treated runoff for area in
Item 5-2 208 Cubic feet (Item 5-2 * 5 inches per hour * 1/12 * Item 4-2)
6.0 Initial Adjustment of Depth of Surface Ponding Area 6-1 Subtract Item 5-3 from Item 3-3 69 Cubic feet (Amount of runoff to be stored in ponding area) 6-2 Divide Item 6-1 by Item 5-2 0.5 Feet (Depth of stored runoff in surface ponding area) 6-3 Convert Item 6-2 from ft to inches 5.5 Inches (Depth of stored runoff in surface ponding area) 6-4 If ponding depth in Item 6-3 meets your target depth, skip to Item 8-1. If not, continue to Step 7-1.
7.0 Optimize Size of Treatment Measure
7-1 Enter an area larger or smaller than
Item 5-2 149
7-2 Volume of treated runoff for area in
Item 7-1 204 Cubic feet (Item 7-1 * 5 inches per hour * 1/12 * Item 4-2) 7-3 Subtract Item 7-2 from Item 3-3 73 Cubic feet (Amount of runoff to be stored in ponding area) 7-4 Divide Item 7-3 by Item 7-1 0.49 Feet (Depth of stored runoff in surface ponding area) 7-5 Convert Item 7-4 from feet to inches 5.91 Inches (Depth of stored runoff in surface ponding area) 7-6 If the ponding depth in Item 7-5 meets target, stop here. If not, repeat Steps 7-1 through 7-5 until you obtain target depth.
8.0 Surface Area of Treatment Measure for DMA
8-1 Final surface area of treatment* 149 Square feet (Either Item 5-2 or final amount in Item 7-1) *Note: Check with the local jurisdiction as to its policy regarding the minimum biotreatment surface area allowed.
Sq.ft. (enter larger area if you need less ponding depth; smaller for more depth.) The calculations presented here are based on the combination flow and volume hydraulic sizing method provided in the Clean Water Program Alameda County C.3 Technical Guidance, Version 4.0. The steps presented below are explained in Chapter 5, Section 5.1 of the guidance manual, applicable portions of which are included in this file, in the tab called "Guidance from Chapter 5".
Worksheet for Calculating the Combination Flow and Volume Method Instructions: After completing Section 1, make a copy of this Excel file for each Drainage Management Area within the project. Enter information specific to the project and DMA in the cells shaded in yellow. Cells shaded in light blue contain formulas and values that will be automatically calculated.
Unit basin storage volume from Table 5.2:
(The coefficient for this method is 1.00, due to the conversion of any landscaping to effective impervious area) Table 5-2: Unit Basin Storage Volumes (in inches) for 80 Percent Capture Using 48-Hour Drawdowns Unit Basin Storage Volume (in) for Applicable Runoff Coefficients Coefficient of 1.00
1.0 Project Information
1-1 Project Name: HOME 2 SUITES
1-2 City application ID:
1-3 Site Address or APN: 432-108-008 & 007
1-4 Tract or Parcel Map No:
1-5 Site Mean Annual Precip. (MAP)1 18.0 Inches
Refer to the Mean Annual Precipitation Map in Appendix D of the C.3 Technical Guidance to determine the MAP, in inches, for the site. Click here for map 1-6 Applicable Rain Gauge2 Oakland
Enter "Oakland Airport" if the site MAP is 16.4 inches or greater. Enter "San Jose" if the site MAP is less than 16.4 inches.
MAP adjustment factor is automatically calculated as: 0.98 (The "Site Mean Annual Precipitation (MAP)" is divided by the MAP for the applicable rain gauge, showin in Table 5.2, below.)
2.0 Calculate Percentage of Impervious Surface for Drainage Management Area (DMA) 2-1 Name of DMA: DMA #4
For items 2-2 and 2-3, enter the areas in square feet for each type of surface within the DMA.
Type of Surface Area of surface type within DMA
(Sq. Ft)
Adjust Pervious
Surface
Effective Impervious
Area
2-2 Impervious surface 33,471 1.0 33,471
2-3 Pervious service 1,596 0.1 160
Total DMA Area (square feet) = 35,067
2-4 Total Effective Impervious Area (EIA) 33,631 Square feet
3.0 Calculate Unit Basin Storage Volume in Inches
Applicable Rain Gauge Mean Annual Precipitation (in)
Oakland Airport 18.35 0.67
San Jose 14.4 0.56
3-1 0.67 Inches
3-2 Adjusted unit basin storage volume: 0.66 Inches
(The unit basin storage volume is adjusted by applying the MAP adjustment factor.) 3-3 Required Capture Volume (in cubic feet): 1,842 Cubic feet (The adjusted unit basin sizing volume [inches] is multiplied by the size of the DMA and converted to feet)
4.0 Calculate the Duration of the Rain Event
4-1 Rainfall intensity 0.2 Inches per hour
4-2 Divide Item 3-2 by Item 4-1 3.29 Hours of Rain Event Duration
5.0 Preliminary Estimate of Surface Area of Treatment Measure 5-1 4% of DMA impervious surface 1,345 Square feet 5-2 Area 25% smaller than item 5-1 1,009 Square feet 5-3 Volume of treated runoff for area in
Item 5-2 1,381 Cubic feet (Item 5-2 * 5 inches per hour * 1/12 * Item 4-2)
6.0 Initial Adjustment of Depth of Surface Ponding Area 6-1 Subtract Item 5-3 from Item 3-3 460 Cubic feet (Amount of runoff to be stored in ponding area) 6-2 Divide Item 6-1 by Item 5-2 0.5 Feet (Depth of stored runoff in surface ponding area) 6-3 Convert Item 6-2 from ft to inches 5.5 Inches (Depth of stored runoff in surface ponding area) 6-4 If ponding depth in Item 6-3 meets your target depth, skip to Item 8-1. If not, continue to Step 7-1.
7.0 Optimize Size of Treatment Measure
7-1 Enter an area larger or smaller than
Item 5-2 986
7-2 Volume of treated runoff for area in
Item 7-1 1,350 Cubic feet (Item 7-1 * 5 inches per hour * 1/12 * Item 4-2) 7-3 Subtract Item 7-2 from Item 3-3 492 Cubic feet (Amount of runoff to be stored in ponding area) 7-4 Divide Item 7-3 by Item 7-1 0.50 Feet (Depth of stored runoff in surface ponding area) 7-5 Convert Item 7-4 from feet to inches 5.99 Inches (Depth of stored runoff in surface ponding area) 7-6 If the ponding depth in Item 7-5 meets target, stop here. If not, repeat Steps 7-1 through 7-5 until you obtain target depth.
8.0 Surface Area of Treatment Measure for DMA
8-1 Final surface area of treatment* 986 Square feet (Either Item 5-2 or final amount in Item 7-1) *Note: Check with the local jurisdiction as to its policy regarding the minimum biotreatment surface area allowed.
Sq.ft. (enter larger area if you need less ponding depth; smaller for more depth.) The calculations presented here are based on the combination flow and volume hydraulic sizing method provided in the Clean Water Program Alameda County C.3 Technical Guidance, Version 4.0. The steps presented below are explained in Chapter 5, Section 5.1 of the guidance manual, applicable portions of which are included in this file, in the tab called "Guidance from Chapter 5".
Worksheet for Calculating the Combination Flow and Volume Method Instructions: After completing Section 1, make a copy of this Excel file for each Drainage Management Area within the project. Enter information specific to the project and DMA in the cells shaded in yellow. Cells shaded in light blue contain formulas and values that will be automatically calculated.
Unit basin storage volume from Table 5.2:
(The coefficient for this method is 1.00, due to the conversion of any landscaping to effective impervious area) Table 5-2: Unit Basin Storage Volumes (in inches) for 80 Percent Capture Using 48-Hour Drawdowns Unit Basin Storage Volume (in) for Applicable Runoff Coefficients Coefficient of 1.00