20021510 Ver 1_Complete File_20021209

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Michael F. Easley
If.L-- Governor

'iJ1I v\ William G, Ross, Jr" Secretary
Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality

December 9, 2002

Certified Mail Return Receipt Requested
Mr. Jerry Cook, PE
Carolinas Design Group
201 W. Second Avenue
Gastonia, NC 28052

Subject:

Family Life Center Mt. Moriah Missionary Baptist Church
DWQ Project No. 021510
Mecklenburg County

Dear Mr. Cook:

The Wetlands Unit staff.reviewed the stormwater management plans for the subject project and determined that additional
information is necessary to complete the technical review process. The required additional information is as follows:

1. Pond Design

Each pond must be individually designed for the actual area draining to it. Please provide calculations that show
that each pond is individually design for the entire drainage area draining to it. It is recommended that you fill out the
attached worksheet for each pond.

2. Trash Guard

Unprotected weir structures will experience clogging problems and increase the maintenance effort required to keep
the basin functioning properly. The Division recommended that a trash guard be fitted on weir structures to prevent
floating debris from interfering with performance.

3. Vegetative Shelf

A vegetative shelf around the perimeter of the pond is required. The shelf shall be gently sloped (6:1 or flatter) and
shall consist of native vegetation. Please specify this on the engineering plans.

4. Drainage Area

Please delineate the drainage area including any offsite drainage to each basin.

5. Operation and Maintenance Agreement

An operation and maintenance agreement is required. The operation and maintenance agreement must also be
signed by the responsible party and notarized. An example agreement for an extended detention wet pond is
available on line at http://h20.enr.state.nc.us/ncwetlands/oandm.doc.

Division wetlands unit staff will strive to complete a final technical review within 10 working days of receipt of the
requested information. Completing the enclosed worksheet (also available on line at the address below) will greatly
decrease the staff review time. If you have any questions or would like to discuss this project, please contact Todd St.
John at [phone]. Also, please note that the NCDENR Stormwater Best Management Practices Manual, April 1999,
and other documents and information can be downloaded from the Wetlands Unit web site at

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC27699-1650 (Mailing Address)
2321 Crabtree Blvd" Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax),http://h2o.enr.state.nc.us/ncwetlands/

Page 2 of 2

http://h20.ehnr.state.nc.us/ncwetlands/. Until this information is received, I will place this project on hold due to incomplete
information (15A NCAC 2H .0507(a)). Other information may be required in regards to the proposed stream relocation not
requested in this correspondence.

Sincerely,

~-;(~

}vrJohn Dorney
() Environmental Supervisor

Attachments

cc: Mooresville Regional Office
Todd St. John
File

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DB. 1353, PG. 329
RIP-RAP APRON STORM DRAIN PIPES ~ ~-'-. NOW OR FORMERLY SANITARY SEWER
MANHOLE
FES LENGTH WIDTH SIZE THICKNESS PIPE LENGTH SIZE SLOPE lYPE FLOW . VELOCllY FLOW DEPTH RfM=115.99
OUT=I11.59
1 12' 5' 6" 12- P-1 12' 12" 5.83% HOPE 2.66 CFS 9.65 FPS 0.38'
2 7.5' 3' 6" 12- P-2 144' 15" 1 .60% HOPE 2.66 CFS 5.36 FPS 0.53' EIR
P-3 108' 12" 0.83% HOPE 2.51 CFS 9.90 FPS 0.36' LEGEND
P-4 36' 18" 14.70% HOPE 4.44 CFS 6.30 FPS 0.63' AB AREA BASIN
P-5 168' 18" 1.90% HOPE 6.95 CFS 4.80 FPS 1.00' CB CATCH BASIN
P-6 50' 24" 1 .00% HOPE 8.93 CFS 7.86 FPS 1.20' JB JUNCTION BOX
FES FLARED END SECTION

SIDE WALK

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SANITARY SEWER
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IN=110.48
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,~

SEE SHEETS 4 & S FOR POND DETAILS

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ISSUE DATE:

KATHERINE REALTY COMPANY
DB. 2666, PG. 242
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REVISIONS

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10 02

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DB. 1353, PG. 329
RIP-RAP APRON STORM DRAIN PIPES ~ ~-'-. NOW OR FORMERLY SANITARY SEWER
MANHOLE
FES LENGTH WIDTH SIZE THICKNESS PIPE LENGTH SIZE SLOPE lYPE FLOW . VELOCllY FLOW DEPTH RfM=115.99
OUT=I11.59
1 12' 5' 6" 12- P-1 12' 12" 5.83% HOPE 2.66 CFS 9.65 FPS 0.38'
2 7.5' 3' 6" 12- P-2 144' 15" 1 .60% HOPE 2.66 CFS 5.36 FPS 0.53' EIR
P-3 108' 12" 0.83% HOPE 2.51 CFS 9.90 FPS 0.36' LEGEND
P-4 36' 18" 14.70% HOPE 4.44 CFS 6.30 FPS 0.63' AB AREA BASIN
P-5 168' 18" 1.90% HOPE 6.95 CFS 4.80 FPS 1.00' CB CATCH BASIN
P-6 50' 24" 1 .00% HOPE 8.93 CFS 7.86 FPS 1.20' JB JUNCTION BOX
FES FLARED END SECTION

SIDE WALK

-

EXISTING
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DRAINAGE BOUNDARY
NOTE: NO F-SITE WATER

SANITARY SEWER
MANHOLE
RfM=103.26
IN=96.66
OU T = 96. 56

SANITARY SEWER
MANHOLE
RfM=114.38
IN=110.48
OUT=110.28

,~

SEE SHEETS 4 & S FOR POND DETAILS

~

E: \MORIAH-CHURCH-CURRENT.dwg
ISSUE DATE:

KATHERINE REALTY COMPANY
DB. 2666, PG. 242
NOW OR FORMERLY

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10 02

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