SW8030919_HISTORICAL FILE_20040628

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWlO3Q&l
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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Michael F. Easley, Governor
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William G. Ross Jr., Secretary
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North Carolina Department of Environment and Natural Resources
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Alan W, Klimek, P.E.,Director
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Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 28, 2004
Mr. David S. Evans, President
Save More, Inc.
P.O. Box 519
Seneca, SC 29679
Subject: Approved Plan Revision
Save More
Stormwater Project No. SW8 030919
Carteret County
Dear Mr. Evans:
On June 28, 2004, the Wilmington Regional Office received a plan revision for Stormwater
Management Permit Number SW8 030919. The revisions include the construction of 27,881
square feet of built -upon area for a mini storage facility. A total of 16,256 square feet of
impervious area remains for future development. It has been determined that a formal permit
modification is not required for the proposed changes. We are forwarding you an approved copy
of the revised plans for your files. Please replace the old approved plan sheets with the new ones.
Please be aware that all terms and conditions of the permit issued on December 29, 2003, remain
in full force and effect. Please also understand that the approval of this revision to the approved
plans for the subject State Stormwater Permit is done on a case -by -case basis. Any other
changes to this project must be approved through this Office prior to construction.
If you have any questions concerning this matter, please do not hesitate to call me at (910) 395-
3900.
Sincerely,
�Q.UVtit'C�'
Laurie Munn
Environmental Engineer
RSSll'sm: S:IWQSISTORMWATIREVISIOM030919.jun04
cc: Matthew L. Montanye
Carteret County Building Inspections
Laurie Munn
Wilmirigton.Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service'
Wilmington Regional Office Wftington, NC 28405 [phone] Fax [phone] N D NWR

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
June 16, 2004
NCDENR, S
D
Water Quality Section ,may �'�T
127 Cardinal Drive Extension
Wilmington NC 28405
Attn: Mrs. Laurie Munn
DWQ,
Re: Expansion to Save More Gas Station
Pen -nit No. SW8 030919 PRp3 #
Location: Highway 70 West -- Carteret County
Approval Date: December 29, 2003
Dear Laurie,
The Stormwater Management plan for the above referenced project was submitted in
September of 2003, and received approval on December 29, 2003. The convenience store portion
of this project has since been completed and the car wash is currently under construction. The
project site consists of 2.63 acres and drains to the White Oak river basin.
The project was permitted to be 86,023 sf impervious. (75%) Of that which was
permitted, 41,886 sf was allocated to the proposed gas station, car wash, sidewalks and parking
lot, and the remaining 44, t 37 was reserved for future development.
The owner of the project is now proposing to put mini storage buildings on the back
portion of the property that is not being utilized by the convenience store. The proposed new
impervious area for the mini storage facility is 27,881 sf, which would sill leave 16,256 sf for
future development. I have enclosed a copy of the revised plans for the proposed addition for
your review. While reviewing the plans if you need any additional information please feel free to
give me a cal 1.
Sincere ,
ax ye
Matthew L. Montanye
Stroud Engineering P.A.
inmontan [e-mail]
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

m
State Stormwater Management Systems
Permit No. SW& 030919
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
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
Save More, Inc.
Save More
Carteret County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 1 SA 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 December 29, 2013, 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 86,023 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans. The buiit-upon area for the future development is limited
to 44,137 square feet.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 030919
DIVISION OF WATER QUALITY
PROJECT
DESIGN DATA SHEET
Project Name:
Save More
Permit Number:
SW8 030919
Location:
Carteret County
Applicant:
Mr. David S. Evans
Mailing Address:
Save More, Inc.
P.O. Box 519
Seneca, SC 29679
Application Date:
December 18, 2003
Receiving Stream/River Basin:
Peltier Creek / White Oak
Stream Index Number:
WOK03 20-36-11
Classification of Water Body:
"SB"
Drainage Area, acres:
2.63
Onsite, sq. ft.:
114,698
Offsite, sq. ft.:
none, per engineer
Total Impervious Surfaces, sq. ft..
86,023
Buildings, sq. ft.,
3,984
Parking, sq. ft.:
37,192
Sidewalks, sq. ft.:
710
Future, sq. fl.:
44,137
Pond Depth, feet:
5
TSS removal efficiency:
90% (no filter is required)
Permanent Pool Elevation, FMSL:
14.5
Permitted Surface Area, sq. ft.:
6,580 @ Permanent Pool
Permitted Storage Volume, cubic ft.:
16,819
Temporary Storage Elevation, FMSL:
7,722
Controlling Orifice:
1.25"qh pipe (drawdown in 2-5 days)
Permitted Forebay Volume, cubic ft.:
3,745
3

State Stormwater Management Systems
Permit No. SWS 030919
II. SCHEDULE OF COMPLIANCE
l . The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. 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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. 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.
7. 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. A modification may be required for those deviations.
If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
10. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
11

State Stormwater Management Systems
Permit No. S W8 030919
Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
11. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
12. 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.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. 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.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
Ill. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the
event of a change of owership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, 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. The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request.
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.
3. 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 DENR Staff permission to enter the property during normal business
hours 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.

State Stormwater Management Systems
Permit No. SW8 030919
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 29th day of December 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
I -,),A �- - V-- , A., A, C)- A
Alan W. Klimek, P-.F., Director
Division of Water Quality
By Authority of the Environmental Management Commission
6

State Stormwater Management Systems
Permit No. SW8 030919
Save More
Stormwater Permit No. SW8 030919
Carteret County
Designer's Certification
1, , as a duly registered 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.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations From approved plans and specification:
Signature
Registration Number
Date
SEAL
7

0
State Stormwater Management Systems
Permit No. S W8 030919
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
b. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
it. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Carteret County Building Inspections

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
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WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via I the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
i
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FOR BIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at one

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
December 17, 2003
Ms. Laurie Munn, Environmental Engineer
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: SW8 030919
Save More, Carteret County
Request for Additional Information
Ms. Munn,
The following items have been addressed per your letter dated October 28, 2003 requesting
additional information for the above referenced project:
i. A "NO wetland note" was previously shown on the submitted drawings (Sh 1 of 3).
have now included this note on both Sheets I and 2 and made it more reconizable.
2. A note has been added to Sheet 2 of 3 indicating that all roof drainage must be
directed to the pond.
3. 1 have included a new signed application with Save More, Inc. as the applicant, with
David Evans, Presidents as the signing official.
4. Catch Basin I information has been modified from grate to hood, which makes the
Finished grade approximately elevation 18.0, properly draining the drive to the catch
basin.
If you have any additional questions or need any further information, please do not hesitate to
contact me.
Sincerely,
Ginger Turner
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY.24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

Michael F. Easley, Governor
c
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
October 28, 2003
Mr. John Boyd
North Road Morehead, LLC
500 East North Street, Suite F
Greenville, SC 29601
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 030919
Save More
Carteret County
Dear Mr. Boyd:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Save More on September 24, 2003. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
✓ I. Please either delineate all wetlands on site, disturbed or undisturbed, or note on the plans
that none exist.
2. Please add a note to the plans that all roof drainage must be directed so as to be picked up
by the pond.
Please provide documentation that North Road Morehead, LLC, is a registered
corporation in the State of North Carolina. I am unable to verify this information.
Please add some additional spot elevations to show that the eastern drive on Hay 70
drains to Catch Basin 1. It looks like this area may drain off -site.
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 November 28, 2003, 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 need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
w
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
a_
Wilmington Regional Office Wilmington, NC 28405 (910) 350-2D04 Fax [phone]

Mr. John Boyd
Page 2
October 28, 2003
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents must be
returned or new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Laurie Munn
Environmental Engineer
RSS/:Ism S:IWQSISTORMWATIADDINF0120031030919.oct03.doc
CC' Laurie Munn
Ginger Turner

_ STROUD ENGINEERING, P.A. �����Q ®� 4 � e ac��044La�
Hestron Plaza Two �,1
151-A Hwy. 24 [ /
MOREHEAD CITY, NC 28557
[phone]
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WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings
❑ Copy of letter
❑ Prints
❑ Change order
❑ Plans
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ATTENTION
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❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
"JIFor review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted ❑ Resubmit copies for approval
❑ Approved as noted ❑ Submit copies for distribution
❑ Returned for corrections ❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:_A4.4�
If enclosures are not as noted, kindly notify us at o

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Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
Save More
September 23, 2003
Owner: North Roads Morehead, LLC
c/o John Boyd, Boyd Corporation
500 East North Strect, Suite F
Greenville, SC 29601
1-800-431-2834
Financially Responsible: Save More, LLC
P.O. Box 519
Seneca, SC 29678
[phone]
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
1. Type of Development
Save More is a commercial development project located in Morehead City, Carteret County, North
Carolina on a 2.63 acre tract off of Arendell Street (Hwy 70W). Save More is proposed as a convenience/fuel
store with the necessary parking required by the Town of Morehead City. This project is proposed as high
density utilizing a wet detention basin as means of controlling and treating stormwater runoff. The developer
and contractor have been instructed not to disturb more than an acre until proper permits have been approved
and issued (noted on plans). The land disturbance limit at the end of construction will be the boundary and
that area within the immediate right-of-way, totaling approximately 2.75 acres.
2. Earth Disturbing Activities
a. Excavation and grading for the installation of the drive, parking, drainage, and utility improvements.
b. Grading for the construction of buildings.
3. Drainage
The site presently drains north to into Pelletier Creek, classified as SB waters, which requires the
design for a one -inch rainfall.
B. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that additional erosion and
sedimentation control measures are needed, they shall be installed immediately. It is intended that all grading and
excavation activities within a certain area will be protected as soon as that activity is complete.
I . Sediment Fence - Sediment fence will be utilized as necessary in locations as shown on plans or as deemed
necessary by the engineer to insure that off -site sedimentation in controlled.
2. Sediment Basins- Stormwater detention pond proposed for the site will serve as a sediment basin during the
construction phase of development. Once construction is completed basin shall be cleaned to the original
design depth,
3. Riprap outlet protection- Riprap to be installed at locations shown on plans to reduce energy at high velocity
areas.
4. Seeding - All disturbed areas will be seeded within 14 days following construction in accordance with the
seeding schedule shown on plans.
5. Stone Construction Entrance - Stone construction entrance(s) will be used to reduce transport of sediment off
site.

G. Drop Inlet Protection - Inlet protection will be used to reduce the amount of sediment entering the storm
drainage piping system during construction.
C. Time Sequence of Operations
1. Remove and/or relocate existing obstructions.
2. Install stone construction entrance(_s).
3. Install silt fencing at specified locations.
4. Clear and grub tract area for construction.
5. Excavate, rough grade, and seed stormwater detention basin.
G. Rough grade drive and parking area and begin preparation of building site.
7. Sced and mulch all areas of disturbance not to be paved within 14 days of land disturbance.
8. install drop inlets and drainage piping within parking and drive area with sedimentation control measures as
shown on detail.
9. Install utility services.
l0. Fine grade drive and parking area and place stone base course.
11. Construct building.
12. Pave drive and parking area.
13. Perform final grading, seed and mulch all remaining disturbed areas.
14. Remove accumulated sediment from the stormwater detention basin to the proposed depth as indicated on the
plane and perform final grading of basin,
15. Install wet detention basin vegetation as specified.
D. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for design.
E. Wet Detention Basin Operation and Maintenance
I. Arter every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion,
trash accumulation, grass cover, and general condition.
b. Check and clear the orifice and overflow device of any obstructions.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (piping, flumes, swales, rip rap) quarterly to maintain proper
functioning.
4. Remove accumulated sediment from the wet detention basin systems semi-annually or when depth is reduced
to 75% of the original design depth.
Main Basin Forebav
Pond original design depth: 5.00' 3.00'
sediment removal benchmark depth: 3.75' 2.25'
Removed sediment shall be disposed of in an appropriate manner in no way adversely impacting water
quality.
5. Remove cattails and other indigenous plants when they cover 50% of the basin surface.
F. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater regulations in
coastal counties on January 1, 1988. these regulations are detailed in 15 NCAC 21-1.1000 Stormwater Management.
These rules allow for a development to he considered under various options. This project is submitted for approval
consideration under Section .1003(d)(2).
%�P,�N C _ �,�onald D. Cullipher, P.E. Date
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STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
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OR -DESIGN-
....
. .... .. ... ------- -
---- --
-USE-A-, ;5'-DE
P.-RION
-WITH
190..%.TSS-.REIMOVAL-(SEE-SA/C)A-QHA
T)
SA/DA
=
I
5.35%
-REO
IPERMANENT
.... ..
. ... .. .. .....
MIN:
_P0OL,i=_
SA @
6-j36_sF_L_
67�
!SF 1 (05
_SA RE
D)k)(DRAINAG
AR,
EA)__
SAIPR
01VIDED
---------
........... 4
---- --
MIN. REQ'D VOLUME
I
=..O 5-+ b-Od9(9/6'I
RBI- mp�
.6.73
i
,
II....... , -
"'
AGE
AREA,)
VOILA EREQ''D
6930,CF
VOLFEQ'0
(11"/12
(Rv)(DRAI
v LU E PROVIDED
7,481 IC F I
;
.
............
.........
....... ...
F�
FJF
I
. ... .. .. ..
(7. Z3
F5
r
.... .. ......
t. 311H �F
Fri
.. ... .. .. .. ..
6vLH i
6,
F-5
e!5
T
IT
Wi.A W'L
-----
-----
4
ym

/VtoV �
85 % TSS REMOVAL IN COASTAL COUNTIES
(30 FOOT 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%
.9
.8
.7
.6
.5
0
1 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
L5
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
*3.3
2.9
2.5
2.4
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'
6.5
5.8
5.3
4.8
4.3
3.8
3.3
2.6
1.3
100%n
8.2
7.4
6.8
6.2
5.6
5.0
4.4
3.8
3.2
2.6
*Revised 10/31/97
90 % TSS REMOVAL IN. COASTAL COUNTIES
(NO VEGETATED FILTER REQUIRED)
DEPTH
31.
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
.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
I.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 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
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
5.2
4.6
3.9
3.3
it-100%
12.0
10.0
8.8
8.1
7.3
6.6
5.8
5.1
4.3
3.6

Pra+n�e A-veA Map
PgiI is Save I Aore,
sh 3,� 1
1
1
1
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JOB-- 'VWUM
STROUD ENGINEERiNG, P.A. SHEET NO. .
Hestron Plaza Two 151 A Hwy. 24 CALCULATED BY DATE
MOREHEAD CITY, NG 28557 CHECKED BY DATE
[phone] SCALE
C4
9". 0
I -A
SEA
43
Z
PER ANEN POOL VOLUME (_T!t�?d per PWQ) .... .. .. .. . .. .......... ..
.. . .......... . ...........
... .. .....
INS
_O.
_Elevation-Secti n­—Sk(srJ_ -Avg,-SA—Ht-(F T) —votf(cF)-
Z
0. 6u
oil in
114. O Permanent pool —6$801 1 1 1
55P3--., _T10_653
7
...........
26 ... ........
....... .. .. . . Shelf...- -__45 ..4 .......... k­­j
�...... -"L_
k 1 2817 14.00 1 1 11
T �9.5,0 Bottom 11071 1
1.O:F97. . ..... ..
.. .. ... .
76taliVoll"6
FOR EBAY VQLUME
Eleva ion i I Section I I SA'(SF Avg]Vol.
. .......... .. . ........ . .... ........... ....... .. .. .. .... .. ..... .. . .. ... .. ...
.......... ... . ........
_j 1_5TT
13-50 I Shelf I 1458 1
136ttorlp 4!115 . .. .. ... ... .
Tot;qypl) 3 j5
.. .. .. .. . .. .. .. ... ... ... .......... ...... .. .. ..
Forebay-% of Derman ent"Pool Volume - 22-26%
MAIN JBASIN VOLUME
n -ISA�(SF H T) I Vo
9
Elenaab v .1 SA'j It. (F 1. (CF)
'
il4.50 Permanent pobi ------_7 I ---
. .. ...
_[36201.00 j 3020
-r2944-1--
Bottom 632 1
J
7
Total Vol.
1 OT72
Storage VDIUme requjpa�d�U ' 1693LA
_L;11—
El�iv­atldin_ J—T&�c n� JW(SIF Avg. 0.
4. &0- j P rmanent pool 6581
7722 I 1 TO 7722
i L
--- --- - 0 2-1
7,­ --T tal -V 14-r-4
-- --- - -------
T__
...........
T_

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
J06 P M i I Save
SHEET NO. OF p 'y
CALCULATED BYn
CHECKED BY
-p G .-
SCALE �, � : •r1[ E S S�� • ,'t
i -
-
--_-
SEAL
�13343
r:
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SIZING
-
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orifice
orifice
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area=
I
1:25
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sf
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eq
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1
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time i,+
crement..
120
minutes!
storage
Volume=
6930
f03
(required 1
i
C
j
overflow
el =
155
I
-�-perm.
pool el.-
14,_5.._
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_ -
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ulative_T
cumulative-Valume-Hlei
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ht Flow VoluE
me
1lolumei
€
Time.....
1i....i
i i..._.put
Remaining
._ _�.......
__.-.......Increment
(minutes}
"., .
(minutes)
(hours)
...? .Initial_F. _
' {ft�`3) {feet)E
-.g ._Out
{cfs)� {cf)
!
(ft 3) 1
..
i
120
120
04
€ 20
I
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2
!
I I 6
MOW-
6030.00
L "6834:7D`
6345.77
1,06 b,0410
00
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0.92 0,0392
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295.29
282.57
00
6634 71�
45 77
6063.20l
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i 5786.991---
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4745.82
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120-132Q_
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4263.46
0.62 0,0322
231.62
4031.84
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126
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i 1440i
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16801
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26
€ 28
4031.84
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1 3587.75
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2589:31
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Save More-
Sh & , f" 7
AWNATERK
� I
. LE F Ap4ae-211i
To PROTECT CULVERT
—
TO PREVENT SCOUR
HOLE USE L2 ALWAYS
L2
I .
STONE FILLING(FINE),;, tL. A'
3 , Do
4 x Do
2
STONE FILLING (LIGHT) CL, B
3 X Do
6 X 00
3
STONE'FILLINd:(ME15100"CL, V
4 x Do
8 x Do
4-
STONE FILLING (HEAVY)'' CL. 1'.
4 x Do
B x Do
51
STONE FILLING.(HEAVY)' CL.2
V X Do
10 x Do
6
STONE FILLING (HEAVY) CL. 2
6x Do
10 x Do
SPECIAL STUDY REQUIRED (ENERGY DISSIPATORS. STILLING
8AS1N OR LARGER SIZE STONE),
Fig. 8.06.b.2
Width = 3 times pipe din. (min.)
DETERMINATION OF STONE SIXES FOR DUMPED STONE
CHANNEL LININGS AND REVETMENTS
siep, 1) Use figure 8.06,b.3 to determine maximum stone size (e.g. for 12
Fps=20",or 550 lbs.
Step 2) Use,rigure.8.06.b.4 to determine acceptable size range for stone
(for 12 FPS it is 125-500 lbs. for 75% of stone, and the maximum
and minimum range in weight should be 25-500 lbs.)
Note: In determining channel velocities for stone linings and revetment, use
the followin"g coefficients of roughness:
Diameter
Mannin's
Nfin. thickness
�(iriqhes)
.nil
of Jnininches)
Fine
3
0,031
9 12
Light
6
0.035
12 18
Medium
13
0-040
18 24
Heavy
23
0,044
30 36
(CbAnnels) (Dissapalors)
8.06.6 Rev. 12,93

,�X( trt- Nw r c
Sllrfsr—
Appendices
NEW YORK DOT DISSIPATOR METHOD
FOR USE IN DEFINED CHANNELS
(Source: "Bank and channel lining procedures", New York Depanment
of Transportation, Division of Design and Construction, 1971.)
Note: To use the following chart you must know:
(1) Q full capacity
(2) Qto
(3) V full
(4) Vto
J where Q = discharge in cfs and V = Velocity in FPS,
ESTIMATION OF.STONE SIZE AND DIMENSIONS FOR
CULVERT APRONS
Step 1) Compute flow velocity Va at culvert or paved channel outlet..
Step 2) For pipe culverts Dfl is diameter. I
For pipe arch, arch and box culverts, and PAed channel outlets,
Do=Ao, where A.= cross -sectional wren of flow at outlet.
For multiple culverts, use D0=1.25xD0 of single culvert.
Step 3) For apron grades of 10%.or.stceper, use recommendations
For next higher zone. (Zones 1 through 6)..
2s
2C
5
0
ram
�rr■aa►
�rm■�ii�m■,o�u®■
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iti
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rm
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ron+rarei�r®
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qua b\0�r■■rip�lrrR■�it�
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■i■riili�il.�■f�ii0i,'®a
®arm�■aiiammrr
m
o' S' 10, is, 20' 25'
01AMETER (R)
Figure 8.06.b.1
Rcv. I VA 8.06.5