department of public works permit log of public works stormwater remediation fee ... rooftop runoff...
TRANSCRIPT
Revised 12-10-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER REMEDIATION FEE
CREDIT APPLICATION
MULTI-FAMILY & NON-
RESIDENTIAL PROPERTY
EXAMPLE
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER REMEDIATION FEE CREDIT APPLICATION
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
The following information must be completed for all properties applying for a Stormwater
Remediation Fee Credit. Multiple stormwater best management practices (BMPs) may be included
in the credit assessment, but must be located and identified on the property.
(Check the Appropriate Box)
INITIAL APPLICATION SUBMITTAL FOR UP TO 50% CREDIT
RECERTIFICATION APPLICATION
(Stormwater Remediation Fee ID No.:____________)
OWNER INFORMATION:
NAME:_____Dr. Dennis Alex Chesapeake_______________
(First) (Middle) (Last)
PHONE:___410-555-7666 ____________________(Office)_______410-555-6777_____________(Cell)
EMAIL:[email protected]________________________________________________
STREET ADDRESS:___1000 Bestgate Road, Suite 100______________________________________
CITY:____Annapolis_________________________________STATE:___Maryland________________
ZIP CODE:__21401_________________
OWNER’S REPRESENTATIVE (QUALIFIED PROFESSIONAL):
NAME:_________Rick Eddie Bay_____________
(First) (Middle) (Last)
PHONE:___410-555-8776____________________(Office)_______443-555-1191_____________(Cell)
EMAIL:[email protected]_________________________________________________________
NAME OF COMPANY:____Stormwater Management Specialist, Inc.__________________________
STREET ADDRESS:_____100 Severn River Road__________________________________________
CITY:____Severn____________________________________STATE:___Maryland________________
ZIP CODE:__21122________________
PROFESSIONAL REGISTRATION TYPE AND LICENSE NO. (PE;01313):__PE, 03233___________
PROPERTY INFORMATION:
BUSINESS NAME (IF APPLICABLE):__Chesapeake Community Center________________________
STREET ADDRESS:_____1000 Bestgate Road, Suite 100_____________________________________
CITY:____Annapolis_________________________________STATE:___Maryland________________
ZIP CODE:__21401_________PARCEL NO./TAX ACCOUNT NO.:__District - 02 Subdivision – 000
Account Number -90072299_____________________________________________________________
PROPERTY SIZE (ACRES):____4.0 acres_____IMPERVIOUS SURFACE (ACRES):__3.2 acres____
BRIEF DESCRIPTION OF STORMATER BMP(S) AT EACH LOCATION ON THE PROPERTY
Drainage Area (DA) #1 – Permeable Pavement (A-2), Landscape Infiltration (M-3), Bio-Swale (M-8);
DA#2 – Permeable Pavement (A-2), Micro Bioretention (M-6); DA#3 – Micro Bioretention (M-6);
DA#4 – Permeable Pavement (A-2), Micro Bioretention (M-6); DA#5 – Permeable Pavement (A-2),
Landscape Infiltration (M-3); DA#6 – Micro Bioretention (M-6); Building Area – Green Roof (A-1)
and Micro Bioretention (M-6), and a structural Infiltration Trench (I-1).
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __1__ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.:__DA-1;A-2;#1 (Permeable Pave)
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.23____ acres BMP DA Impervious Area: ____0.23____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___2000__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. Drainage area #1 the targeted ESD volume is 3,950 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __2__ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.:__DA-1;M-3;#2 (Landscape Infilt)
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.28____ acres BMP DA Impervious Area: ____0.28____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___1521__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. Drainage area #1 the targeted ESD volume is 3,950 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __3__ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.:__DA-1;M-8;#3 (Bio-Swale)
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.29____ acres BMP DA Impervious Area: ____0.29____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___1,719__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. Drainage area #1 the targeted ESD volume is 3,950 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __4__ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.:__DA-1;A-2;#4 (Permeable Pave)
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.16____ acres BMP DA Impervious Area: ____0.16____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___1,334__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. Drainage area #1 the targeted ESD volume is 3,950 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __5__ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.:DA-2;M-6;#5 Micro Bio-retention
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.46____ acres BMP DA Impervious Area: ____0.46____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___1,800__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. Drainage area #2 the targeted ESD volume is 2,950 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __6__ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.:DA-3;M-6;#6 Micro Bio-retention
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.34____ acres BMP DA Impervious Area: ____0.34____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___3,229__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. Drainage area #3 the targeted ESD volume is 2,460 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __7__ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.:DA-4;A-2;#7 Permeable Pave
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.11____ acres BMP DA Impervious Area: ____0.11____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___952__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. Drainage area #4 the targeted ESD volume 2,215 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __8_ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.:DA-4;M-6;#8 Permeable Pave
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.34____ acres BMP DA Impervious Area: ____0.34____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___1,822__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. Drainage area #4 the targeted ESD volume 2,215 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __9_ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.:DA-5;A-2;#9 Permeable Pave
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.10____ acres BMP DA Impervious Area: ____0.10____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___857__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. Drainage area #5 the targeted ESD volume 2,950 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __10_ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.:DA-5;M-3;#10 Permeable Pave
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.39____ acres BMP DA Impervious Area: ____0.39____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___3,647__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. Drainage area #5 the targeted ESD volume 2,950 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __11_ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.:DA-6;M-6;#11 Micro Bioretention
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.12___ acres BMP DA Impervious Area: ____0.12____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___390__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. Drainage area #6 the targeted ESD volume 740 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __12_ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.: DA-BD; A-2; #12 Green Roof
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.62___ acres BMP DA Impervious Area: ____0.62____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___2,565__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. For the Building the targeted ESD volume is 6400 cubic feet and the open space is
targeted ESD volume is 2, 935 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __13_ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.: DA-BD; M-6; #13 Mirco Bioret.
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____1.03___ acres BMP DA Impervious Area: ____1.03____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___1,755__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. For the Building the targeted ESD volume is 6400 cubic feet and the open space is
targeted ESD volume is 2, 935 cubic feet.
Revised 8-8-2013
DEPARTMENT OF PUBLIC WORKS
STORMWATER BEST MANAGEMENT PRACTICES (BMPs)
SUMMARY SHEET
MULTI-FAMILY & NON-RESIDENTIAL PROPERTY
(Please Print or Type)
Parcel No./Tax Account No.:____90072299___________ Summary Sheet No.: __14_ of _14__
Stormwater Remediation Fee ID No. (for Recertification):_______________________________
Stormwater Best Management Practice (BMP) Identification No.: DA-RM; I-1; #14 Infilt. Trench
A Qualified Professional (e.g. Professional Engineer, Landscape Architect) who has made an
assessment of the existing BMP design or designed the new BMP or documented the as-built
conditions or inspected the BMP should complete this form. If multiple BMPs exist on a single
property, separate Stormwater BMP Summary Sheets must be completed for each BMP. Select the
appropriate BMP from list provided or write in the type of BMP.
Site Conditions
Parcel/Site Area: ____4.0_____ acres Total Parcel Impervious Area: ____3.2_____ acres
BMP Drainage Area: ____0.15___ acres BMP DA Impervious Area: ____0.15____ acres
PE __2.1______inches, QE __0.26___ inches, Total ESDV Required ______24,600__________ cubic feet;
ESDv Per BMP ___2,033__ __ cubic feet, or Wqv __N/A___ & Cpv __ N/A _ Tc: _ N/A___
CN _ N/A , Q1 ___ N/A cfs, Q2 __ N/A ___cfs, Q10 __ N/A cfs, Q100 __ N/A cfs
Date Approved: ____5/22/11____ Date Construction Completed (As-built): _9/28/12___
See attached sheets for additional information (Stormwater Design Report, Construction Plans, As-built
Plans, Inspection Reports, Maintenance Reports, etc.): Attached Chesapeake Community Center Report
Type of BMP (Check appropriate box)
STORMWATER BMP PRACTICE
REDEVELOPMENT BMP PRACTICE
RETROFIT BMP PRACTICE
_____________________________________________________________________________________
ENVIRONMENTAL SITE DESIGN (ESD) PRACTICE
Alternative Surface
A-1 Permeable Pavers
A-2 Green Roof
A-3 Reinforce Turf
Nonstructural and
Micro-scale Practices
N-1 Disconnection of
Rooftop Runoff
N-2 Disconnection of Non-
Rooftop Runoff
N-3 Sheetflow to
Conservation Areas
Nonstructural and
Micro-scale Practices (Continued)
M-1 Rainwater Harvesting
(Cisterns and Rain Barrels)
M-2 Submerged Gravel
Wetlands
M-3 Landscape Infiltration
M-4 Infiltration Berms
M-5 Dry Wells
M-6 Micro-Bioretention
M-7 Rain Gardens
M-8 Swales (Bio-swales,
Wet swales)
M-9 Enhanced Filters
Revised 8-8-2013
Type of BMP (Continued)
STRUCTURAL BMPs
Infiltration
I-1 Infiltration Trench
I-2 Infiltration Basin
Filtration
F-1 Surface Sand Filter
F-2 Underground Sand
Filter
F-3 Perimeter Sand
Filter
F-4 Organic Filter
F-5 Pocket Sand Filter
F-6 Bioretention
Open Channel Practices
O-1 Dry Swale
O-2 Wet Swale
Wetland Practices
W-1 Shallow Wetland
W-2 Extended Detention
Wetland
W-3 Pond/Wetland
W-4 Pocket Wetland
Ponds
Wet Ponds Practices
P-1 Micropool Extended
Detention
P-2 Wet Pond
P-3 Wet Extended
Detention Pond
P-4 Multiple Pond
P-5 Pocket Pond
Other
O-1 Hydrodynamic Structure (e.g., Stormceptor, Bay Saver, etc.)
O-2 Underground Extended Detention
O-3 ______________________________________________________________
----------------------------------------------------------------------------------------------------
(Please attach the appropriate documentation demonstrating request such as additional information on
the BMP type, Drainage Area Maps showing location of BMPs, As-built Construction Plans, Approved
Stormwater Management Report, Inspection and Maintenance Reports and Checklists, Summary
Sheets documenting % of Treatment, etc.).
Additional Information or Comments: Chesapeake Community Center is divided oin to eight areas
for the ESD volume calculations; please see attached report for specific details on each area. The
Total ESD volume is 24,600 cubic feet that is divided into 6 specific drainage areas, buildings, and
open space. For the remaining volume a structural practice was added to meet the total required
volume. Therefore, an infiltration trench was added with an ESD Volume of 2,033 cubic feet. The
infiltration trench is 15 ft. x 45 ft. x5 ft. deep.
Chesapeake Community Center (Example)
Green Roof
Permeable Pavement
Landscape Infiltration
Micro Bioretention
Revised 12-10-2013