SW8970108_Historical File_19970408

State of North Carolina
Department of Environment,
T
Health and Natural Resources
Wilmington Regional Office
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 8, 1997
Mr. Ronald C. Choate, Managing Partner
Choate Investment, LLC
4515 Fountain Drive
Wilmington, NC 28403
Subject: Permit No. SW8 970108
C & S Paint Center
High Density Commercial Stormwater Project
Dear Mr. Choate: New Hanover County
The Wilmington Regional Office received the Stormwater Management Permit Application for C & S Paint Center on January
7, 1997, with final information on April 1, 1997. Staff review of the plans and specifications has determined that the project,
as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit
No. SW8 970108 dated April 8, 1997, for the construction of C & S Paint Center.
This permit shall be effective from the date of issuance until April 8, 2007, and shall be subject to the conditions and limitations
as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an ajudicatory
hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a
written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the. Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at (910)
395-3900.
Sincerely,
t-�'c C_ IL s % I V t r-
Rick Shiver, P.G.
Acting Regional Water Quality Supervisor
RSS/arl: S:IWQSISTORMWATIPERMIT1970108.APR
cc: Bob Jacobs, P.E.
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
David Mayes, P.E., City of Wilmington
Linda Lewis
Wilmington Regional Office
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No SWR 9701OR
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Choate Investment, LLC
C & S Paint Center
New Hanover County
FOR THE
construction, operation and maintenance of a Detention Pond in compliance with the provisions of 15A NCAC 2H .1000
(hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 8, 2007 and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application and other
supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 91,476 square feet
of impervious area.
Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
7

State Stormwater Management Systems
Permit No. SWR 9701 OR
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth:
Permanent Pool Elevation:
Total Impervious Surfaces Allowed:
Offsite Area entering Pond:
Required Surface Area:
Provided Surface Area:
Required Storage Volume:
Provided Storage Volume:
Temporary Storage Elevation:
Controlling Orifice:
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
C & S Paint Center
970108
New Hanover County
Mr. Ronald C. Choate, Managing Partner
Choate Investment, LLC
4515 Fountain Drive
Wilmington, NC 28403
January 7, 1997
Burnt Mill Creek
"C Swig
N/A
7.5 feet
35.75 MSL
91,476 square feet
redirected by swales, per Engineer
3,126 square feet
3,337 square feet
7,363 cubic feet
7,375 cubic feet
37 MSL
I" pipe
3

State Stormwater Management Systems
Permit No. SWR 9701OR
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans.
5. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
6. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the permit.
7. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements
of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee shall provide copies of revised plans
and certification in writing to the Director that the changes have been made.
H. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater management
system:
The stormwater management system shall be constructed in it's entirety, vegetated and operational for it's
intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its entirety
and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
3. Records of maintenance activities must be kept and made available upon request to authorized persomiel of DWQ.
The records will indicate the date, activity, name of person performing the work and what actions were taken.
4. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting data.
4

State Stormwater Management Systems
Permit No- SWR 9701OR
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this
permitted facility, a certification must be received from an appropriate designer for the system installed certifying that
the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications must be noted on the
Certification.
6. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten years
from the date of the completion of construction.
M. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of Water Quality accompanied by
an application fee, documentation from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have
jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee
shall take immediate corrective action, including those as may be required by this Division, such as the construction
of additional or replacement stormwater management systems.
5. The permittee grants DEHNR Staff permission to enter the property for the purpose of inspecting all components of
the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 8th day of April, 1997.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
� I C..IL. S k i V IC l—
�p l-p, A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970108
5

State Stormwater Management Systems
Permit No- SW8 970108
C & S Paint Center
Stormwater Permit No. SW8 970108
New Hanover County
Engineers Certification
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
0

POND MAINTENANCE REQUIREMENTS
Project Name:_ S Az;v/ ria� Project No. _GGU 8'gJC)10Y
Permittee: Awl9lef e �%`,r' Phone No. l%,2 -J y�-4
Address: yS/S �O�l�v /� % .�� fatd r �- Al C2 JV— e/d
I.
10
F1I
Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear the orifice of any obstructions. If a pump is used as the drawdown
mechanism, pump operation will be checked. A log of test runs of the pump will be kept
on site and made available to DEM personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded
areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
Quarterly:
A.. Inspect the collection system (ie. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and
piping will be checked for obstructions and cleared as required.
B. Pond inlet pipes will tie checked for undercutting. Riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
Semi-annually:
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. The forebay depth will be checked at various points. Sediment removal is required when
the depth is reduced to 75 % of the original forebay design depth of i '.
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice 4 year
as necessary.
IE C E I V E
° D
JAN 0 71997
PROJ it
o 808

POND MAINTENANCE REQUIREMENTS
PAGE 2
IV. Annually:
A. The pond depth will be checked at various points. Sediment removal is required when the
depth is reduced to 75 % of the original design depth or T, whichever is greater. Design
depth is _ ,S", measured vertically from the orifice down to the pond's bottom.
Sediment must be removed to at least the original design depth.
V. General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed when they
cover more than 1/2 the surface area of the pond. The best time to cut them is at the end
of the growing season, in November. Environmentally sensitive chemical for use in killing
cattails can also be used. Contact your nearest Agricultural Extension Agent.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If drawdown is not
accomplished in that time, the orifice will be replaced with a larger or smaller orifice.
Slow drawdown may be attributed to a clogged system. The source of the clogging will
be found and eliminated.
D. All components of the detention pond system will be kept in good working order. Repair
or replacement components will meet the original design specifications as per the approved
stormwater plan. If previously approved components are determined to be ineffective, the
component must be redesigned and/or replaced.
VI. Special Requirements:
I, CC1.o t Ny 26Arne *-S 1—Lc- , hereby acknowledge that I am the fmancially
(please print or type name clearly)
responsible party for maintenance of this detention pond. I will be responsible for the performance of the
above, as part of the Stormwater Management Permit received for this project.
Signature: ,�,,. o ' {l-�i��- Date: i t k 1 t' b
DA/arl: S:\WQS\STORMWAT\FO S\O&M-POND.FOR

DIVISION OF WATER QUALITY
NORTH CAROLINA STORMWATER MANAGEMENT PERWIIT APPLICATION
I. GENERAL INFORMATION
(Please print clearly or type) .7 1
1. Project Name C�
2. Location, directions to project (include County,.-*ddress, State Road) Attach map.
AC 11 1A 11 iti a / Cx,,
3. Owner's Name Phone
4. Owner's Mailing Address
City.
State /VL Zip �2 �O yQ3
Nearest Receiving Stream il�vf /�//i/� i Class
6. Project description
,Ife X-ir. / 1'iy 111�7tir 1
U. PERMIT INFORMATION
1. Permit No. (To be filled in by DWQ)
iriv G�t/i �T�
2. Application Date jy 1, Fee enclosed S �' 3 ; ot-
/ir'�O/��
3. Permit Type: ✓ New Renewal Modification (existing Permit No.)
4. Project'Type: Low Density i/betention Infiltration t'tedevelop General Alter Offsite
5. Other State/Federal Permits/Approvals Required (check appropriate blanks)
CAMA Major Sedimentation/Erosion Control L/' 404 Permit
III. BUILT UPON AREA (Please see ATCAC 2H.1005 thru .1007for applicable density limits)
Classification
G 5V
Existing Built -upon Area o) 9*7
2.10
Proposed Built -upon Area
D Rk WAS(*
Total t Area 2.
% Built -upon Area �i0 ' 70
IV. STORMWATER TREATMENT (Describe how the runoff will be treated)
SoLlbs `7?LING=—%fi"� D&"�Vta_TiO�
Rrenkdown of Tmn -rvio ie Area
(Please indicate below the design impervious area)
Buildings 4, & d Ar-,
Streets ia�)�
Parking/SW
Other
Totals_ 2 ►10 (7 7>

V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all jow density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded
for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
L 6aA - mta , ax'+1 11e,' L LC certify that the information included on this permit
(Please print clearly or rype)
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
na1/m�1ed perso or fi�r/m to submit stormwater plans on my behalf.
Owner/Authorized Agent Signature and
Date
1 Zkt t
VII. AGENT AUTHORIZATION (Please fill in the name of the engineer/surveyor authorized to submit plans on the owner's behalf.)
Person or firm name E>o r� C14-
Mailing Address 4—& 00 C&W-f iht, 2
city t&tZ-*L b6firat State SL Zip 2=� S-7 Phone [phone] j
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: Applicant/WiRO//Central Files
STORWATER
E C E I V E
MAR D
211997
D
PROJ # > O/D
I

State Stormwater Management Systems
Permit Nn_ SWR 970108
C & S Paint Center
Stormwater Permit No. SW8 970108
New Hanover County
Engineer's Certification
I, 0 o$ Gt . J A,c,o Ja:, S , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time) the construction of the project,
C �l's PAINT T Ng, -re tA ILL (Project)
J
for C)40A-fe, ksyz biJ lgE1 n , LE e, (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
(\l 9 N f:;,
Signature c
Registration Number
Date
l
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date oll ivortn Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
March 27, 1997
Mr. Bob Jacobs, P.E.
4600 Central Parkway, M2
Myrtle Beach, SC 29577
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970108
C & S Paint Addition
New Hanover County
Dear Mr. Jacobs:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for C&S Paint Addition on March 21, 1997. A preliminary review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. The permit application and calculations for proposed built -upon area still do not agree. The
proposed BUA shown in the breakdown section and used in the calculations is 2.1 acres, but
the proposed BUA amount listed in the column under drainage basin is 2.98 acres. Which is
to be? Please make sure the numbers match up.
2. According to the storm drainage layout detail on sheet C4, the surface area at the permanent
pool will be 3,054 ft2, based on the dimensions given, not 3,628 ft2 as you use. This will not
be sufficient to meet the minimum surface area of 3,125 ft2.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 @ Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Jacobs
March 27, 1997
Stormwater Project No. SW8 970108
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to April 27, 1997, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\970108-2.MAR
cc: Linda Lewis
Central Files
7

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4.Fs00 Central parkway, M-2
Myrile Beach," SC-29577 DATE 03 2D,PAGE OF S-
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000 Central parkway, M-2
Myrtle Beach, SC 29577 ; DATE 72.. 13 el&, PAGE 2 OF' S
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85% TSS REMOVAL gWfD FAL-fo�-5 3 0
30 FOOT VEGETATED FILTER REQUIRED 1� 5
DEPTH
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10%
.9
.8
.7
.6
.5
0
0
0
0
0
20 %
1.7
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
30 %
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1.0
.9
40 %
3.4
3.0
2.6
2.4
2.1
1.9
1.6
1.4
1.1
1.0
50 %
4.2
3.7
3.3
3.0
2.7
2.4
2.1
1.8
1.5
1.3
60 %
5.0
4.5
3.8
3.5
3.2
2.9
2.6
2.3
2.0
1.6
70 %
6.0
5.2
4.5
4.1
3.7
3.1
2.9
2.5
2.1
1.8
80 %
6.8
6.0
5.2
4.7
4.2
3.7
3.2
2.7
2.2
2.0
90 %
7.5
1 6.5
5.8
5.3
4.8
4.3
3.8
3.3
2.8
1.3
100 %
8.2
17.4
1 6.8
1 6.2
5.6
5.0
4.4
3.8
3.2
2.6
90% TSS REMOVAL
NO VEGETATED FILTER REQUIRED
DEPTH
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10 %
1.3
1.0
.8
.7
.6
.5
.4
1 .3
.2
.1
20 %
2.4
2.0
1.8
1.7
1.5
1.4
1.2
1.0
.9
.6
30 %
3.5
3.0
2.7
2.5
2.2
1.9
1.6
1.3
1.1
.8
40 %
4.5
4.0
3.5
3.1
2.8
2.5
2.1
1.8
1.4
1.1
50 %
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
1.5
60 W
7.0
6.0
5.3
4.8
4.3
3.9
3.4
2.9
2.4
1.9
70 %
8.1
7.0
6.0
5.5
5.0
4.5
3.9
1 3.4
2.9
2.3
80 %
9.4
8.0
7.0
1 6.4
5.7
5.2
4.6
4.0
3.4
2.8.
90 %
10.7
9.0
7.9
7.2
18.1
6.5
5.9
5.2
4.6
3.9
3.3
100 %
12.0
10.0
8.8
7.3
6.6
5.8
5.1
4.3
3.6
Note: The required surface area calculated from the tables is to be provided at the permanent pool elevation.

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THE BOB JACOBS COMPANY PROJECT 6,
.4600 Central parkway, M-2
Myrtl& Bdcic'h,- SC-29577 DATE 1-4,43/11 PAGE -OF
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4600 Central parkway, M-2
Myrtle Beach, SC 29577
Telephone: [phone]
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STORMWATERi
�ECEiVE"
MAR D
211997
p 1-- 1
PROJ # JLUj�j (j
I

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
March 17, 1997
Mr. Bob Jacobs, P.E.
4600 Central Pkwy., M2
Myrtle Beach, SC 29577
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970108
C & S Paint Center
New Hanover County
Dear Mr. Jacobs:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for C&S Paint Center on March 10, 1997. A preliminary review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. The application form must be redone. Please see the enclosed redlined copy, make the
requested changes and resubmit.
a. Section III was completed incorrectly. The impervious area totals do not agree, and
the breakdown of buildings, parking, and sidewalk was left blank.
b. Mr. Jacobs must be listed as the authorized agent in Section VII.
2. The drawdown reducer detail indicates a permanent pool at 34.75, the typical pond section
indicates it as 35.75 and the calculations and other plan sheets indicate it as 35.25. Please
check the plans and correct the permanent pool so that all 3 agree. If the permanent pool is
35.75, revise the calculations.
3. Please submit 2 sets of revised plans.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] a Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Jacobs
March 17, 1997
Stormwater Project No. SW8 970108
----------------------------------------------
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to April 17, 1997, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\970108.MAR
cc: Linda Lewis
Central Files
2

MAR-05-97 88:55 AM JOHNSON.CiTY.TEN 1 423 2e2 eels P.01
Bob G. Jacobs, PE - Consultant
Cavil W_gg4E., .,.. Landscape Architect Planner
4600 Central Parkway, M2 7ele: 803-449-2591 Myrtle Beach. SC 29577
Linda Lewis, Environmontel Engineer March 4,1997
NC - DEHNR, Wilmington Regional Office
127 Cardinal Drive
Wilmington, NC
Re: C & S Paint Stare Expansion
Linda;
I am enclosing one copy of the revised drawings and one copy of the revised calculations, both bearing my
seal with today's date.
Please note that the wetlands note has been added to sheet CA, and the access road has been revised that
no longer requires a catch basin on the north side of the drive, Also, spot elevation$ have been added that
should adequately reflect the site grading. A vegetative shelf has been added to the permanent pool area, and
the bottom of the forebay lowered below the permanent pool level. I have marked the drawings with my
approval for construction, ,;assuming that your comments of 1124/97 are properly addressed.
If anything further is needed please let me know.
Sincerely
Bob G. Jacobs, PE
CC: Bobby Pittman
Metal Building Systems

MAR-05-97 09:55 AM JOHNS9N.CITY.TEN
1 423 2e2 ee18 P.02
Bob G. Jacobs, PE - Conoultant
it EngneerLandscape it PI ner
4600 Central Parkway, M2 Tole: 803-449-2591 Myrtle Beach, SC 29577
FAX TRANSMITTAL Total pages including this page: 2
Pax number: 910-350-2004
Linda.
Date: 02/05/07 Att: Linda Lewis
I meant to give this cover letter to Bobby Pittman to deliver with the responses to your comments of 01124/97.
am FAXing him a dopy for his files.
By:
Bob l2. Jac E

STORMWAT
DECEIVE I \\
MAR 0:41997 I \.
NORTH •� \\
PROJ #(5I0� \
I !_
brILLWAT
SITE AREAS STRUCr6E
3.14 ACRES = TOTAL SITE AREA ETIISTDIG PAMuc 1'
AND nravLVAr 1
O.B9 ACRES = UNDEVELOPED SITE AREAS, AN AREAS
OUTSIDE SITE DRAINAGE BASIN I'
P-25 ACRES = DEVELOPED AREAS AND PROPOSED 1
DEVELOPMENT IN SITE DRAINAGE DAM 1'
r
I'
RUNOFF DETENTION REQUIREMENTS 1
r-41
PRE -DEVELOPMENT RUNOFF (0a)
'C' - 025, I = 72 In/hr (SEE NOTE 3) 1
Qa=AxCxI=225xOMx7.2= 4.05cfs 1
POST -DEVELOPMENT RUNOFF W
'C' - 0.78, 1 = 7.2 in/hr (SEE AVERAGE 'C' BELOW) 1 I
Qa=AxCxI=225 0— - x 72
, x - — cfs
( I f
J
RUNOFF DETENTION REM (Up
Cop - 0u) = B.SB cfs-
-
r
NOTES;�---
1. THE LOCATION OF PARKING, DRIVES, AND DETENTION
1
jI _
PONDS ARE PRELIMINARY ONLY, TO DTERMINE THE
SCOPE [F THE STORM DRAINAGE REQUIREMENTS.
-
MINOR ADJUSTMENTS MAY BE MADE FOR THE FINAL
] __-
DESIGN LOCATIONS.-
2. THE RUNOFF COEFFICIENT 'C' WAS WEIGHTED BY
REDUCING THE MAXIMUM C, 0.95 FOR COMMERCIAL
r-
AND INDUSTRIAL AREAS WITH THE ESTIMATED
1'
r
PERCENTAGE OF IMPERVIOUS SURFACES W THE
'C' FOR BASIN A = 97X [F .95 C = .9P-
1
1 `-- a 1
3, THE RAINFALL INTENSITIES WERE TAKEN FROM 1
II `---�
THE CITY OF WILMINGTON, NC 'TECHNICAL
STANDARDS AND SPECIFICATIONS MANUAL' -
STORNWATER MANAGEMENT SECTIOM, PAGE 5-15.
foftw arm
COPYRIGHT DECEMBER 1996
BOB G, JACOBS, PE
l .'r P
\ DIRECT OFFSITE DRAINAGE
AROUND DETENTION POND
\ AS PRESENTLY FLOVS
\ POND FOREBAY AND
\ AND DETENTION POND
f \
.'N...... ...
OE 4�N CARo��•,,
l
-_-,
--•! / ����1111111�
LEGEND
i
/ — — • — SITE BOIINARY
-y
1
i
ICI SITE DRAINAGE AREA BOUNDARY
//' 111111111111111111111111 DRAINAGE BASIN BOUNDARY
/ O DRAINAGE BASIN DFSIGNATION
13 PROP. C- BASIN STORM DRAIN LINE
O EXIST. C. BASIN, STORM DRAIN LINE
PROPOSED PAVEMENT
Q L�ANNar� � S-r1W cT�.,-
STORMWATER RUNOFF CHARACTERISTICS
IMPERVIOUS AREA
11
X OF IMPERV.
RUNIIT
ESTIMATED STO• RVATER RUNOFF
0 Ccfs% I-72 Y✓hr
0 (Cfx% I-&9 h/hr
(ACRES)
AREA
BASIN SURFACE DESCRIPTION
COEFF. 'C'
BASIN
SEE NOTE 2
SEE NOTE 3
SEE NOTE 3
068
97X
ROEIF AND PAVEMENTS WITH
ARSMALLERY
AMOUNT [F VEGETATION COVER
0.9E
4b
%7ROOF
020
937
AND PAVEMENTS WITH
ARI� R ANO UNIT OF VEGETATION COVER
0.90
L4
L7
fASIN(ACRES)AREA
0.24
76Y.
DETELANBSCAPDn
ANDD LLAAWN AREAION S
0.72
L6
2.0
023
72X
AMO RD_ F PAS S VION A RAIROhs
LL
L9
020
71X
PLY PAVEMENTS WITH FAIR
A OUNT[IF VE AGET TION COVER
L67
L3
L7
O
0.39
93Y.
PRIMARILY ROOF AN PAVEMENTS WITH
A SMALLER AMOUNT OF VEGETATMN COVER
LOS
PA
33
O
I x OF IMPERVIOUS AREA = 22s = 86% AVERAGE 'C'= 0,78 I6 16.3_j TorALs
T H E
PROJECT
B O B J A C O B S c o
THIS DRAWING, NOR
ANY PART THEREOF,
ENGD•EERS LANDSCAFi AROQIECTS PLANNERS
MAY SE REPRODUCED
VITHOUT
SCALEClVd
C& S DECORATING EXPANSION
CENTRAL PARKVAY, M2 MYRTLE BEACH, $C 29577
VRITTEN
AUTHORIZATION BY1L1T5%96SITE
1' = lOM46W
RAINAGE PLAN
M
TEL [phone]
BOB G JACOBS
G\ACAD\DRNAP01
Sky

THE BOB JACOBS COMPANY
4600 Central parkway, M-2
Myrtle Beach; SC 29577
Telephone: [phone]
PROJECT c4-5 DWO)Z, tXF
DATE IV) ZG ,-PAGE Z OF 13
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THE BOB JACOBS COMPANY
4600 Central parkway, M-2
Myrtle Beach; SC 2957-7
Telephone: [phone]
5-1
% ar JmF,&zv1auS ebv&ii�, = 9��o_%u -1 5°try._ �Z�i .__2,25 G�i✓ 5
T/�PzLb 9076 55 �. M
NGi - �► s , N ��s bra
x 3� . -. •8 � � 2, S = 3�1
X. -.Z -25 s0,1 FT,
Dh'("- io j,4 uoLuMa o13ovb �?��ti`''�p`N��-r .Foot✓ o
�� N a�� � ►v��(,Gl�1� �'Lv� = O,oS_-�" D. E�O���Jo_ I ���jty �o v bjZ�
t-c�e�-
X R-,/ X �Z C�r�N1 x- �J17f�. �jZb�el, �A�.jZbS� X 1j-3� SCE O
3�6�0 0 , so C'u,

SultFke"Ob AjLI;*/bem
85% TSS REMOVAL J?k'r0
30 FOOT VEGETATED FILTER REQUIRED
DEPM
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10%
.9
.8
.7
.6
.5
0
0
0
0
0
20 %
1.7
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
30 %
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1.0
.9
40 %
3.4
3.0
2.6
2.4
2.1
1.9
1.6
11.4
1.1
1.0
50 %
4.2
3.7
3.3'
3.0
2.7
2.4
2.1
1.8
1.5
1.3
60 %
5.0
4.5
3.8
3.5
3.2
2.9
2.6
2.3
2.0
1.6
70 %
6.0
5.2
4.5
4.1
3.7
3.1
2.9
2.5
2.1
1.8
80 %
6.8 1
6.0
5.2 1
4.7
4.2
3.7
3.2
2.7
2.2
2.0
90 %
7.5
6.5
5.8
5.3
4.8
4.3
3.8
3.3
2.8
1.3
100 %
8.2
7.4
6.8
6.2
5.6 15.0
4.4 1
3.8
3.2
2.6
90% TSS REMOVAL
NO VEGETATED FILTER REQUIRED
DEPTH
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10 %
1.3
1.0
.8
.7
1 .6
.5
.4
1 .3
.2
.1
20 %
2.4
2.0
1.8
1.7
1.5
1.4
1.2
1.0
.9
.6
30 %
3.5
3.0
2.7
2.5
2.2
1.9
1.6
1.3
1 1.1
.8
40 %
4.5
14.0
3.5
1 3.1
2.8
2.5
2.1
1.8
1.4
1.1
50 %
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
1.5
60 %'
7.0
6.0
5.3
4.8
4.3
3.9
3.4
2.9
2.4
1.9
70 %
8.1
1 7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.9
2.3
80 %
9.4
8.0
7.0
6.4
5.7
5.2
4.6
4.0
3.4
2.8
90 %
10.7
9.0
7.9
7.2
6.5
5.9 1
5.2
4.6 1
3.9
3.3
100 %
12.0
10.0
8.8
8.1
7.3
6.6 15.8
5.1 1
4.3
3.6
Note: 'The required surface area calculated from the tables is to be provided at the permanent pool elevation.

THE BOB JACOBS COMPANY _._ _____..___-PROJECT_G_'_5._
4600 Central parkway, M-2 �—
Myrtle Beach, SC 2957.7 _. :_._—`-- DATE_T . rs.._ L;-PAGE'-5 OF 13
Telephone: [phone]
l�. , IiG�L�lv►tN� Llullm s 501V 5'(o� G _G� ,4cwv
�#
1��MA'j o.GN - ga.
2 ,D °JOf
1 ovv - -- ...-- --- __-- -- -
MINF Fut4orjr-) USINcj, _.p;-4�� � � `' ��- 1�. �,�,vjrf;10
12uN'C'F
42, To j'GA ��i� 1N�T s�` � D)?a� A�� Wj' ror,
DC-Y, ruvwD
w 43,Sx % �ZuNo
Q.a = 4-,as G f s (1'�,✓-D� ��w �A��-5� ��A1�.,�q�_M�,P� -- - -
x5�� d0 Lvl�i

THE BOB JACOBS COMPANY
4600 Central parkway, M-2
Myrtle Beach, SC 29577
Telephone: [phone]
C.
C-1
PROJECT
DATE , PAGE OF I
SYSTEM LAYOUT AND FLOW DIAGRAMS
(Refer to sketch I - Drainage Plan, and Sketch I I - System Layout Plan; below)
(D
11INy= 3G,44
11
11"rWv
Sketch 11- System Layout Plan
Design requirements (for runoff quantities see Sketch I Drainage Plan):
A. The pipe reach 7 to 6 is required to carry runoff from sub -drainage basin A, = 4.6 cfs.
B. The pipe reach 6 to 5 is required to carry runoff from sub -basins A and Q, = 4.6 a- 1.4 = 6.0- cfs

THE BOB JACOBS COMPANY
4600 Central M-2 ---
parkway,
Myrtle Beach; SC 29577 - DATE ;PAGE 7 "OF 13
Telephone: [phone]
- (continued)
C. The pipe reaches of line "C" enter line W at CB point 5,_-_T______
D. The pipe reach 9 to 8 is required to car
ry rry runoff from sub -basin F,;=2:6'cfs.. _._..__..._.. _.
E. The pipe reach 8 to 5 is required to carry runoff from sub -basins F and E
q , = 2.6 + 1.3 = 3.9 cfs.
F. The pipe reach.5 to 4 is required t
2.6 + 1.3 = 9.9 cfs. o carry runoff from sub -basins -Ai B, E; and F, = 4.6 + 1.4 +
G. The upper detention basin provides part of the volumetric is designed to bestorage. required_by the City, and
serves as the "Forebay" required by the State. The basin dry between storms,
if possible.
H. The weir is designed to'allow a controlled.flow between the upper basin and the permanent
pool, with the flow level set at an elevation to provide debris retention in -the upperpooL
The surface area of the wet detention pond is sized to meet the State's requirements for 90%
suspended solids removal. The- maximum depth of�75feet is used -in ord606 minimize the
surface area, and the site excavation. The elevation 'of -the permanent pool level is set as low
as possible, in order to maximum the vertical differential between the wet detention pond and
the upper basin. . _....._ ..
J. The riser pipe assembly is designed to 1}maintain the elevation of the permanent pool level,
2) provide a slow rate of stored liquid discharge in order to meet the -State's requirements for
solids settling detention time, 3) allow for the City's requirements for pre -development runoff
flows, 4) to minimize the potential occurrence of emergency overflows by screening of.debris,
and 5) to provide a limited amount of discharge capacity to be available for storm events with
a duration somewhat beyond the 10-year design criteria. - -- -- - - -
K. The discharge line "A", 2 to 1, is required to carry the pre -development runoff flow rate = 4.05
cfs. The pipe is designed with the flattest possible slope in Order -to -keep -the permanent pool
level as low as practical in the hydraulic profile of the system.. A larger -diameter of pipe (beyond
the capacity requirements of the pre -development flowrate) is used in order to provide a limited
amount of capacity for storm events greater than the 10-yeardesign criteiia

THE BOB JACOBS COMPANY PROJECT C- 6,xPa-C1►
4600 Central parkway, M-2
Myrtle Beach; SC 29577 - - - DATE ,PAGE 8 OF 13
Telephone: [phone] - - -
C-2 System Flow Diagram: - ' --
The controlling flow pathway is the line of flow between the receiving CB (catch basin) having the lowest invert
elevation and the discharge point. C8 # 7, with the invertelevation of 36.44 is the lowest receiver of storm
water inflow, and the discharge point is CB # 1 with an invert elevation of-34.89. The vertical distance available
for the hydraulic profile is 36.44 - 34.89 = 1.55 feet. The flow diagram for the system is shown in sketch I I I
below: - - . _
6Y-15-f 6 f3 Q s = Sr�M WaT�Tz ryD W )ZXTw, (C-Q
QGZ, 6 PR6-,DfsL5l.l�rg6M-( f►.aw �Kt� = 4;OS cis
Qs=2,L
Gs
5'f 6)3 Qs=3►9 Q RISC �8
_� � CB � aP��R BAS1N � VtiIF1f 1J�'f.'PaND �IPb F/�.ls'j�
F1.0 S 4
Qs= 1,9 Qn�4, 05
System Flow Diagram - Sketch III
C-3 Hydraulic Profile:
The hydraulic profile that satisifys the listed design requirements is shown in sketch IV following.
Note that hydraulic head loss is not considered.

THE BOB JACOBS COMPANY _ __-. _ __._P_ROJECT
4600 Central parkway, M-2
Myrtle Beach, SC 29577 _- - ------'DATE...
, PAGE OF ?�
Telephone: [phone]
S\YLas - l0 `ltsi�jZ SYoR1-(c6)
tZ =fir, GL 9'.9 _ G .0
DIs7A1�1 11,7 DO c� - —
0 3 -
- - -- --
v,-
�
B 11541 ��' U/�T Dfs(6�173�p Fnjz�- 34;0`� ,o� 40'
0.2o% (�oNp a� 0,14-7o C:o,ZS%u 0,2575 1
0 l roo V 35.25 c
� r
1
r P� �� �� -�� l✓s cGQ ---

THE BOB JACOBS COMPANY PROJECT.
4600 Central parkway, M-2
Myrtle Beach-, SC 29577 DATE i z 1 g d lv PAGE l O OF 1
Telephone: [phone] _.___—_..._... ...
.- ._
1
101 S� �3�5 19 ,-75
5 nXT 8.7c�
= 3, o S S�e•Ft se/ W61R.
�-7!o c-r vit a ors j i ice. f ►, ,;`' ; .
Dp-o),
35.25
l\ _
32.a
17,S1 \ 1
2 � S ••�
Z-7 '7 -5
37.2 S
n
oN
FiLq& z.

i
THE BOB JACOBS COMPANY
4600 Central parkway, M-2
Myrtle Beach, SC. 29577 —r—DATE 2O
!.. -$'PAGE ' l 1-'O
Telephone: [phone]

THE BOB JACOBS COMPANY PROJECT
4600 Central parkway, M-2
Myrtle Beach, SC 29577 DATE - PAGE 120F i3
Telephone: [phone] - - -
3-7 AL
� 3L,Da
o�ao�189- H 2-
(o,SSx �.p���Z)]
�O� L= Coy � l�� D.S� �✓ �,ZS
z
�� eq= COm-os f o•s6.:F�'�
O. y-zS :�- l 1 0+4- )� & n 01 S X T5 -67Z" " Fr 5S slS

THE BOB JACOBS COMPANY PROJECT
4600 Central parkway, M-2
Myrtle Beach, SC 29577 PAGE T�' 70F I">
Telephone: [phone]
39 S
�b 07
7"
(Z&V15M DVIS/017
rip&, IT)3&5
�---- lam.- � '`. �� 2� � .. - - - __ _.___ __ _-� __.__ - ._ .
TT 24
- ----------
e5� -
ep 0 Y?))ry A
---- — ----------- I --------
( Y IS fop 2f 15/°� CDp�,a
Dow t,)
0. 'A 0. OOS >f, C
DeAw Dvw Ti H a- 3-3
2,1-- Z
Poo

Bob G. Jacobs, PE - Consultant
Civil engineer Landscape Architect Planner
4600 Central Parkway, M2 Tele: 803-449-2591 Myrtle Beach, SC 29577
Linda Lewis, Environmental Engineer February 24, 1997
NC - DEHNR, Wilmington Regional Office
127 Cardinal Drive
Wilmington, NC
Re: C & S Paint Expansion
Linda:
This is to verify our telephone conversation this morning, regarding the additional time needed to respond to
your comments of January 24, 1997. 1 should be able to resubmit the revised drawings and calculations within
the next few days - no later than Tuesday, March 4, 1997.
I appreciate the time extension.
Sincerely
Ar6 (�
r
Bob G. Jacobs, PE
FEB 2 7 1997

�. STATE y.
State of North Carolina
�epa.rtment of .environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water
Governor Water Quality Jonathan B. Howes
Quality Section Secretary
January 24, 1997
Mr. Bob Jacobs, P.E.
The Bob Jacobs Comapany
4600 Central Parkway, M2
Myrtle Beach, SC 29577
Subject: ADDITIONAL FORMATION
Stormwater Project No. SW8 970108
C & S Paint Center Addition
New Hanover County
Dear Mr. Jacobs:
The Wilmington Regional Office received a Stormwater
Paint Center Addition on January 7 1997. A relimin Management Permit Application for the C&S
the application is not complete. The following information is needed w Of to continue a ormwateon has �� that
r review:
The front page of the application form is missing from the submittal.
2 • The calculations must be sealed.
3 • Section VII of the application form is where Mr. Choate authorizes Mr. Bob Jacobs to submit
the Stormwater plans and deal with the State on his behalf.
4. Delineate all wetlands on site, or note on the plans that none exist.
5. How will the new road circlingthe pond be collected? There are no spot elevations to indicate
direction of flow, and a ditch along the interior appears site. ALL imto pick up the runoff and direct it off -
pond. pervious areas associated with this project must be collected and sent to the
6. A 6: i
located close to the permanent pool so as to be inundated periodically vegetated shelf around the perimeter of the pond must be added. The shelf must be
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]o4
An Equal Opportunity Affirmative Action Employer

Mr. Jacobs
January 24, 1997
Stormwater Project No. SW8 970108
7. Drawdown must occur within 48-120 hours (2-5 days). Your calculation indicates that a 2"
orifice will drawdown in 35.6 hours.
8. The northeastern most parking area needs to have a few more spot elevations to verify
drainage into the pond.
9. The forebay you have designed is not quite what the State can approve. Please see the
enclosed detail and adjust the forebay accordingly.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to February 24, 1997, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal
the application fee. of all required items, including
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINF01970108.JAN
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer