SW7020216_HISTORICAL FILE_20060120

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
2106
YYYYMM DD

-rm . zor VN
M 4LY4 wky_(k LL�'
FINANCIAL RESPONSIBILITY /OWNERSHIP FORM \ f Z0 f 6Y0
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate a land -disturbing activity on one or more acres as covered by the Act before this form
and an acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality
Section, NC Department of Environment, and Natural Resources. (Please type or print and, if question is not
applicable, place NI A in the blank).
Part A.
1. Project Name Currituck Law Enforcement Center Kitchen Addition
2. Location of land -disturbing activity: County _ Currituck _ 3AN 2 0 ?Qa6
City or Township Maple and Highway/Street SR 1246 `t g . M
AMO
3. Approximate date land -disturbing activity will be commenced: ` March 2006
4. Purpose of development (residential, commercial, industrial, etc.): _ Institutional
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):
6. Amount of fee enclosed S 100.00
7. Has an erosion and sedimentation control plan been filed? Yes _X^ _ No
Enclosed X_
8. Person to contact should sediment control issues arise during land -disturbing activity
Name Mr. Dan Scanlon Telephone (252)_232-2242
g Landowner(s) of Record (Use blank page to list additional owners):
County of Currituck Lon -Term Lessee of the State
Name(s)
P. 0. Box 38
Current Mailing Address
Currituck NC 27929
City State Zip
10. Recorded in Deed Book No. I
Part B.
Current Street Address
EC'E0W:
JAN 2 U 2006
�AI�7i3_Q1WITY SEMI,
WASHINGTON REGIONAL OFFICE
City State Zip
Page No. 1.36 76
Person(s) or firm(s) who are financially responsible for this land -disturbing activity (Use a blank page to list
additional persons or firms):
County of Currituck
Name of Person(s) or Firm(s)
P.O. Box 38
Current Mailing Address
Currituck NC _ _ 27929
City State Zip
Current Street Address
City State zip
Telephone _ [phone] Telephone

2. (a) If the Financially Responsible Party is not a resident of North Carolina give name and street address of a
North Carolina Agent,
NIA
Name
Mailing Address
Ulty State z tp
Telephone
Street Address
City State Zip
Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the certificate of assumed name. If the Financially Responsible Party is a
Corporation give name and street address of the Registered Agent.
NIA
Name of Registered Agent
Mailing Address
City State Zip
Telephone
Street Address
City State Zip
Telephone
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath. (This form must be signed by the financially responsible person if an individual or his attorney -
in -fact or if not an individual by an officer, director, partner, or registered agent with authority to execute
instruments for the financially responsible person). I agree to provide corrected information should there be
any change in the information provided herein.
Mr. Dan Scanlon
Type or - me
Signature
County Manager
Title or Authority
1 -tom QL�
Date
I, M a Notary Public of the County of Ci' ev)
State of North Carolina, hereby certify that ,aca-v, se- F G aa-n ( o n, =
appeared personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my ]rand and notarial seal, this / F day of J a-m
Seal Notary
My commission expires

,4111111
Quible
Quiblo & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING - SURVEYING �`
SINCE 1959 D
January 13, 2006 JAN 2 0 2006
Mr. Bill Moore DWQ-WARO
NCDE & NR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Subject: Stormwater Management Plan (High Density Application)
Currituck County Law Enforcement Centcr Kitchen Addition
Currituck County, North Carolina
Dear Mr. Moore:
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone:[phone]
Fax:[phone]E0
PRINCIPALS
Soon C. Boyle, P.E.
Joseph S. Lassiter, C E.P.
Eduardo J, Valdlvieso, RE
ASSOCIATES
Joseph J. Anlaut. P.E.
Katherine C. Marcheno, P,L.S.
On Behalf of The County of Currituck, I hereby submit for review and approval a North Carolina Division Of
Water Quality, Stormwater Management Permit Application package for the proposed kitchen addition to the
Currituck Law Enforcement Center.
The proposed kitchen addition is contained entirely within its own drainage area and, therefore, does not.
contribute runoff to, or alter in any way, the existing stormwater management system. Pursuant to this condition,
the stormwater management system for the new addition is being permitted as a stand-alone system with its own
independent drainage area and the permit application does not address the existing system.
The project proposes to build a kitchen addition that will serve the prison and to expand the on -site parking for
the Law Enforcement Center employees. The proposed kitchen addition and parking expansion will result in the
addition of 32,290 sf of impervious area, resulting in 106,752 sf, or 24% total coverage for the site. The
Stormwater Management Plan for the proposed development will utilise overland flow through vegetated buffers
to provide filtration and collection in adjacent infiltration basins to provide infiltration of stormwater. The
enclosed narrative will explain in detail the stormwater management of this site.
The following items are included and shall be considered part of this submittal package:
• I . Review Fee Check for $420.00
• 2. Two (2) Copies of the Stormwater Management Permit Application Form
• 3. Stormwater Management Plan Narrative
• 4. Calculations and Supporting Data'f t1ooS t
• 5. Two (2) sets of plans
Please contact me with any questions or requests for additional information
Sincerely,
Quible & Associates, P.C.
o c k,
Derek A. Dail, E.I.
enc: as stated
cc: Mr. Dan Scanlon, Manager, Currituck County
Ao A

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
March 30, 2006
Ms. Amy Franklin
NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, PE.
Joseph S. Lassiter, C.E.P.
Eduardo J. VaIdivieso. P E.
ASSOCIATES
Joseph J. Anlouf, P.E.
Katherine C, Marchello, PIS,
6E�
MAR 31 Z006
RE: High Density Stonnwater Permit Application - Currituck Law 1nforcement Center• Kitchen Addition
Revisions to hxisting Infiltration Basin
Dear Ms. Franklin;
I am sending this package as a follow-up to our conversation regarding the existing stonnwater pernlit for the
Currituck Law Enforcement Center site.
You are currently reviewing an application package for stonnwater associated with a Kitchen Addition at the
Law Enforcement Center site. 'file infrastructure lbr the addition was designed such that all runoff from
impervious areas associated with this new construction is collected independent of the existing stormwater
management system and conveyed to a new infiltration basin at the southern extremity of the site. This package
does not change that proposal in any way.
The original infiltration basin was configured in such a manner that storage is located too close (within 100') to
all existing County water supply well. The enclosed plan, supplement, and calculations propose to re -configure
that existing basin in order to honor the needed setbacks. As per our phone conversation, a note has also been
added to the plan sheet clarifying that no wetlands exist on the project site.
Please note that even though this reconfiguration does not alter the system associated with the Kitchen Addition
in any way, we are requesting that this re -configuration be included in the permit currently being processed as the
re -configuration will be made a part of the Kitchen Addition plans and the work will be performed by the Kitchen
Addition Contractor.
Enclosed, for your review, please find the following items:
Two (2) copies of Plan Sheet C2.2 (sheet added to Kitchen Addition Plan Set)
Two (2) copies of Infiltration Basin Supplement for the re -configured basin
Two (2) copies of calculations for the re -configured infiltration basin
If you have any questions or need any further information, please contact nie at 252-261-3300,
Sincerely;
uible ssoc' tes, P.C.
bpi
Deel, P.E.
Eric]: As stated

ArF9 : t_ Miciad F. Easley, Governor
WMimn G. Ross Jr, Icy ,
!� r North Carolina Department of Environment and Natural Rrsourccs
~ Alan W. Klimdc, P.E` Dkvctar
Division of Water Quality
April 10, 2006 r
k,
Mr. Dan Scanlon
Currituck County Manager
PO Box 39
Currituck, NC 27929
Subject Stomrnrater Review SW7020216-Mod
Currituck County Law Enforcement
Kitchen Addition
Currituck County
Dear Mr. Scanlon:
This office received a Coastal Stormwater permit application and plans for the subject project on
January 20, 2006. A preliminary review of your project indicates that before a State Stormwater permit
can be issued the following additional information is needed.
➢ Please provide additional soils information for the area along the fence.
➢ Please provide an engineer certification for the existing infiltration basin.
➢ Please note that the existing infiltration basin should have 3:1 side slopes.
The above requested information must be received in this office prior to May 10, 2006 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required 'information,
please mail or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to
any development activity, Construction without a permit is a violation of 15A NCAC 211.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
d't —1
Amy L. Franklin
Environmental Engineer
Washington Regional Office
cc: Washington Regional Office
Andy Deal, PE
No�rthCarolina
Natuzally
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]: 15 Customer Service
Internet ncwateraualb.org 943 Washington Square Mall, Washington, NC 27889 1-877-623-6749
An Equal OpportunitylAfirrnative Action Employer- 5D% Recydedll D% Post Dxzumer Paper

�OF \N A 7- 9p Michael F. Easley, Governor
�O G William G. Ross Jr., Secretary
DW r North Carolina Department of Environment and Natural Resources
-� Alan W. Klimek, P.E. Director
Division of Water Quality
March 27, 2006 "
Mr. Dan Scanlon
Currituck County Manager
PO Box 39
Currituck, NC 27929
Subject: Stormwater Review SW7060122
Currituck County Law Enforcement
Center Kitchen Addition
Currituck County
Dear Mr. Scanlon:
This office received a Coastal Stormwater permit application and plans for the subject project on
January 20, 2006. A preliminary review of your project indicates that before a State Stormwater permit
can be issued the following additional information is needed.
➢ It is this offices understanding that the county will be submitting a modification to the existing
Stormwater permit (SW7020216). Please combine the two projects under the existing Stormwater
number and resubmit the project. Please note an additional application fee is not required.
The above requested information must be received in this office prior to April 27, 2006 or your
application will be returned as incomplete. The return of this project will necessitate resubmittai of all
required items including the application fee. If you need additional time to submit the required information,
please mail or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to
any development activity. Construction withouta permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please ,reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
j lf ri
u 10,J,t /J�r=
Amy L. Franklin
Environmental Engineer
Washington Regional Office
cc: Washington Regional Office
David Deel, PE, Quibie and Associates
ne Cal'Ohn
Jl�atcrra!!p
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: nouaterguality.om 943 Washington Square Mail, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

1959
Q u i b I a sINCF,
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk, INC 27949
Phone [phone] • FAX [phone] • E-Mail [e-mail]
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ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitiy Hawk, NC 27949
Phone [phone] • FAX [phone] • F-Mail [e-mail]
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QUlble & AssoCIC7tes, P.C. P.O Drawer870
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
April 24, 2006
Ms. Amy Franklin
NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
RE: Currituck Law Enforcement Center Kitchen Addition
Stormwater Review SW7020216-Mod
Dear Ms. Franklin;
RECFIVED
Apt 2 6 Z006
® 9Y t7 Ct - ti AR0
Kitty Hawk. NC 27949
Phone:[phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter. C.E.P.
Eduardo J Voldivieso, P.E.
ASSOCIATES
Joseph J. Anhui, P.E.
Kathenne C. Marchello, P.L.S,
I am sending this package in response to your April 10`I' letter regarding your review of the above referenced
application. Upon review of the plans and a site inspection, you requested additional information as follows:
Request: Please Provide additional soils irrfnr)nation fr)r the area along the,fence.
Response: Warren Eadus, a Licensed Geologist on our staff, visited the site and took three additional
borings for our reference; two along the fence line and one within the main area of the proposed
infiltration basin. Boring Logs are attached. As shown in the logs, the soils consist generally of'
fine silty sands with a layer of clayey fine sands at T-T of depth. The excavation for the
infiltration basin will remove this clayey sand layer (excavation will generally be 3' deep
throughout), leaving only fine sand to silty fine sand. This remaining soil will be suitable for
placement of an infiltration system.
Request: Please pi-ovlde a)1 engineer Certlf Catlon.fJr the existing infiltration basin.
Response: I have attached an engineer certification for the existing infiltration basin. Please note that the
certification lists as an exception to grading of the side -slopes, which will be corrected with other
basin modifications proposed with this application.
Request: Please note that the evlsting infiltration hasln should have .3: 1 side slUPes.
Response: I have added a note requiring a re -grade of the basin side -slopes in order to provide the originally
proposed 3:1 slope. An 8 ''/2" x I I " plan excerpt showing this notation has been attached to this
letter.
At your earliest convenience, please take an opportunity to review the enclosed information for compliance with
your requirements. If you have any questions or need any further information, please contact me at 252-261-
3300.
Sincerely;
Q ible & Associates P.C.
D� id A. D l P.E.
Encl: As stated

Quible & Associates, P.C. P.O. Dower 870
Kitty Hawk NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING Phone: 252-261-= ---
SINCE 1959 Fax:[phone]
PRINCIPALS
Sean C. Boyle, P.E.
MEMORANDUM Joseph S. er. C.E.P.
Eduardo J. VaIdnldivieso, PE.
—ASSOCIATES
Joseph J, Anlaut, P E.
KatheMe C. Niarchello. P.L.S.
To: Andy Deel, P.E.
From: Warren Eadus, L.G.
Re: Currituck County Law Enforcement Center
Andy:
Please find enclosed boring logs for three borings installed to eight feet below ground surface at the
Currituck Law Enforcement. The locations of the borings are shown on the enclosed site sketch.
Thanks,
Warren Eadus, L.G.
enc as stated

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SINCE 1959
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Quible
Quible & Associates, P.C.
P.O.nrower870
Kitty Hawk, NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
Phone', 252-261-3300
SINCE 1959
Fax: [phone]
PRINCIPALS
Sean C. Boyle, PE.
A ril 24, 2006 Joseph S. Lass4ec C.E.P
p Eduardo J, Valdivieso, P E
ASSOCIATES
Joseph J. Anlauf, P.E.
Katherina C. MarchelIc. P.L.S.
Ms. Amy Franklin
NCDCNR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
RE: Engineer's Certification - Currituck County Law Enforcement Center
High Density Stormwater Permit No. SW7020216
Dear Ms. Franklin;
The purpose of this letter is to certify that, based on periodic construction inspections and final inspection of the
stormwater management facilities at the Currituck County Law Enforcement Center, the facilities were
constructed in substantial conformance with the approved plans and specifications with one noted exception:
The infiltration basin side -slopes appear to have been constructed at a slope exceeding the 3:1 maximum
slope.
Modifications to this existing infiltration basin are the subject of a new permit application (SW7020216-Mod)
and include re -grading of the infiltration basin side -slopes to conform to the 3:1 maximum.
If you have any questions or need any further infornzation, please contact me at 252-261-3300.
Sincerely;
uible & ssociates, P.C.
avid A, D ,
Encl: As stated

' x SEED DISTURBED AREA IN ACCORDANCE
WITH THE PROJECT SEEDING SPECIFICATIONS \ ��
NEW INFILTRATION BASIN \
AREA TO BE EXCAVATED
BOTTOM ELEV, O 14.0,
A
I 1CA��,�� L eA�i - PORTION OF EXISTING INFILTRATION
1 C$ `pfl0a 4Ota BASIN TO BE FILLED
-
- - - - - - - - - - - - - - - - - - - - - - - - —
1 %'� — — -- — -- - c - - - - - - - - - - - -/- -
1013 jA- - - -
I, .a EicoRrONA FGIT -'
I
I I INFIL TRA TION BA5IN
' 14.0 '� - _/ -�`- / WITH DI
- SEED STURBED
RACCORDANCEEA IN PROJEECTSEEDINGSPECIFICATIONS
SAW PAS
I I CONTRACTOR TO RE -GRADE
BASIN SIDE -SLOPES TO CONFORM
I I 14 ♦ ' / // TO 3:1 MAXIMUM SLOPE,
I IAIV O /40'
IV
I \
/ �L T� , COfL TAMC] I Q
I� f-
�- - -xv-
ry>rr-----

Ar.

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING
SINCE 1959
April 17, 2002
Mr. Roger Thorpe
NCDE & NR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
:c: infiltration Basin Supplement
Currituck County Law Enforcement Center
Currituck County, North Carolina
Dear Mr. Thorpe:
DECEIVED
., . 1
APR 1 9 2002
DVQ-WARD
P.O. Drawer 870
IOFIy Hawk, NC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Soan C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. ValdlvIeso, P.E.
ASSOCIATES
Joseph J. Anlaut, P.E.
David S. Neff
As per our telephone conversation, attached, please find an Infiltration Basin Supplement for the Stormwater
Management Application for the above referenced project. This supplement supplies additional information
pertinent to the site being treated as a "high density pocket" rather than the originally proposed low density
project.
If you have any questions, or require any additional information, please do not hesitate to contact me at (252 )
261-3300.
Sincerely,
Quible & AL
ssoc'• tes, P.C.
David A. l,P.E.
enc: as stated
cc: Mr. Dan Scanlon, i'✓larcager, Currituck Counry

Oa.3Rb
of WArF9
`fly pG
r
> i �•1
vN: = :lW
-c
Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
DIVISION OF WATER QUALITY
April 19, 2002
Mr. Dan Scanlon, Manager
Currituck County
P.O. Box 38
Currituck, NC 27929
Dear Mr. Scanlon:
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Subject: Stormwater Permit No. SW7020216
Currituck Law Enforcement Center
High Density Stormwater Project
Currituck County
The Washington Regional Office received the completed
Stormwater Application for the subject project on April 19, 2002.
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. SW70020216 dated April 19, 2002 to Currituck County for
an infiltration basin to serve the Currituck County Law Enforcement
Center located adjacent to the Currituck County Airport.
This permit shall be effective from the date of issuance until
April 19, 2012 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
adjudicatory 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.
943 Washington Square Mall Washington, NC 27889 252-946-6481 (Telephone) 252-946-9215 (Fax)

F9
Dan Scanlon
April 19, 2002
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Roger K. Thorpe at (252)
946-6461, extension 214.
Sincerely,
�- Jim Mulligan
Water Quality Regional Supervisor
Washington Regional Office
cc: Quible & Associates
Currituck County Inspections-
WaRO Stormwater Files
Central Files

State Stormwater Management Systems
Permit No. SW7020216
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
Currituck County
FOR THE
construction, operation and maintenance of stormwater management
systems 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 for, grassed
swales and an infiltration basin to serve the Currituck County Law
Enforcement Center located adjacent to the Currituck County
Airport.
This permit shall be effective from the date of issuance until
April 19, 2012 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 2 of this permit, the
Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name: Currituck County
Enforcement Center
Permit Number: SW7020216
Location:. Currituck County
Applicant: Currituck County
Mailing Address: P.O. Box 38
Currituck, NC 27929
Application Date: 2/27/2002
Water Body Receiving Stormwater
Runoff: UT to North River
Classification of Water Body: C
Total Site Area: 10.37 acres
Total. Impervious
Surfaces Allowed: 1.72 acres proposed
Basin Depth: 1..3 feet
Required Storage Volume: 6,135 cf
Provided Storage Volume: 23,453 cf
Overflow elevation 15.3 feet
Law

4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
5. 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.
In addition, the Director may determine that other revisions
to the project should require a modification to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
I. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. 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 surfaces
exdept roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be -properly maintained and. operated at all
times. The approved operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the, permitted stormwater
system functions at optimum efficiency including, but not
limited to:

c
a. Semi-annual 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.
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.
5. 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.
6. Upon completion of construction 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. Mail the Certification to the
Washington Regional' Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water
Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. 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 143-215.6(a) to 143-215.6(c).
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 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 19 th day of April, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
jr Grego y J. Thorpe,"Ph.D., Acting,Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7020216

Currituck County Law Enforcement Center
Stormwater Permit No. SW7020216
Designer's Certification
I, - I , 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,
for
(Project)
(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.
Signature
Registration Number
Date

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMEN[AL SCIENCES • PLANNING
SINCE 1959
FECE�Vi D
February 21, 2002
Mr. Bill Moore FEB 2 ( 20V
NCDE & NR
Division of Water Quality DWQ-WARD
943 Washington Square Mall
Washington, North Carolina 27889
Re: Stormwater Management Plan (Low Density Application)
Currituck County Law Enforcement Center
Currituck County, North Carolina
Dear Mr. Moore:
P.O. Drawer 870
IGf1y Hawk, NC 27949
Phone:[phone]
Fox: 252-261-1260
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Valdlvieso, P.E.
A -SLATES
Joseph J. Ankxif, P.E.
David S. P.E.
On Behalf of The County of Currituck, I hereby submit for review and approval a North Carolina Division Of
Water Quality, Stormwater Management Permit Application package for the proposed renovation of the old
Maple Prison in Maple, North Carolina.
The proposed renovation 1 conversion consists of the removal of several existing buildings and construction of
one new building along with additions to several existing buildings along with parking and utility
improvements. The renovation / conversion will result in the addition of 27,700 sf of impervious area,
resulting in 74,741 sf, or 16.5% total coverage for the site. The project falls within the Low Density
classification and the stormwater management plan proposes Stormwater controls (infiltration basins) above
and beyond what is prescribed by the applicable low density classification. The enclosed narrative will
explain in detail the Stormwater management of this site.
The following items are included and shall be considered part of this submittal package:
0 1. Review Fee Check for $420.00
0 2. Two (2) Copies of the Stormwater Management Permit Application Form
0 3. Stormwater Management Plan Narrative
0 4. Calculations and Supporting Data
0 5. Two (2) sets of plans
Please contact me with any questions or requests for additional information at [phone].
Sincerely,
bavid
leAsso 'ate - P.C.
. Deel, P.E.
eLTc: as stated
cc: Mr. Dan Scanlon, Manager, Currituck Coun y

Date Received
Fee Paid
Permit Number
rn�lll�'1
5 vJ7 v
ry State of North Carolina
r C-�' ' 2H2 Department of Environment and Natural Resources
Division of Water Quality `� U A n
[)WQ-WARO e
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
County of Currituck
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Dan Scanlon —Manager
3. Mailing Address for person listed in item 2 above:
PO Box 38
City: Currituck State: NC Zip:
Telephone Number. 252 232-2242
27929
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Currituck County Law Enforcement Center
5. Location of Project (street address):
Adjacent to Currituck County Airport on SR 1246 approx. 3840 feet North of intersection
0
City: Maple County: Currituck
6. Directions to project (from nearest major intersection):
Located adjacent to the Currituck County Airport on SR 1246 approx. 3840 feet North
of the intersection of US 158 and SR 1246.
7. Latitude: 76001108" Longitude: 36023'56" of project
8. Contact person who can answer questions about the project:
Name: David A. Deel Telephone Number: ( 252 ) 261-3300_
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification town existing permit, list the -
existing permit number and its issue date (if known) V
3. Specify the type of project (check one):
_Low Density High Density X Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
^CAMA Major X Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater from proposed development will be collected and treated in a series of
interconnected infiltration-swales which will ring the proposed developed area.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 10.37 Acre%cres
5. How many drainage areas does the project have?
Pasquotank
River basin.
4. Project Built Upon Area: 16.5 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
} s8 �"`• E,,ya'` �eziz`
Sasuz InfQrmatrvn
a y. M M -__
L °" t�3?ra�nag��Area�1�'
c - yx,N s - 9s s £$
��Drarna a Areaw
Receiving Stream Name
North River
Receiving Stream Class
SC
Drainage Area
117,459
Existing Impervious* Area
47,041
Proposed Imervious`Area
74,741 (Total Post -Cons
ruction impervious)
% Impervious* Area (total)
16.5 %
im
ggi
'SS.
On -site Buildings
31,040 sf
On -site Streets
N
On -site Parking
33,946 sf
On -site Sidewalks
9,487 s
Other on -site
Off -site
Total: 74,741 sf
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SVM-10I Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?N I
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than 112,292 square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do -not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity. and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties -and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

V1. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): David A. Deel, 4uible & Associates, P.C.
Mailing Address: PO Drawer 870
City:^ Kitty Hawk State: NC Zip: 27949
Phone:( 252 ) 261-3300 Fax: ( 252 Z 261-1260
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) _D clviLe I F. _Sa" l., r, -Ir- ,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature:
Date: a-
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stonnwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name: Currituck County Law Enforcement Center
Contact Person: David A. Deel
Phone Number: ( 252 ) 261-3300
Number of Lots: 1 AIlowable Built Upon Area Per Lot*: 135,515 s f
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, gage numbers and provide area
subtotals and totals.
IL BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99 Page 1 of 2

(SA x DF)- RA - OA = BUA
No. Lots Lot
Calculation:
5A = 10.37 Ac. = 451,717 sf
DF = 0.30
RA = N/A
OA = N/A
No. Lots = 1
BUA = 451,717 x 0.30 = 135,515 sf
LOT 1
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable),
[15A NCAC 2H 1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

Permit No.
(to be provided bY DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PR—JjECT Ii TORNIATION
Project Name
Contact Person: Mr. Da er Phone Number: (252 ) 232-2242
This worksheet applies to: Basin No.
1
(as identified on plans)
in Drainage Area 1
(from Form SWU-101)
Ii. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
CnA
6-20 in/hr or cf/hr/sf (circle appropriate units)
t 12.0' fmsl (Seasonal High Water Table elevation)
1
inch (1.5 inch event for SA waters,1 inch event for others)
5520
c.f.
1
days
Varies
ft. x
23,453
C.f.
14.0
fmsl
15.3
fmsl
t 5.5
fmsl
Varies ft = Varies sq. ft. (bottom dimensions)
Fnrm .SW1T_1T1'3 RPv 1 00 Pnoe. 1 nr I

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
W a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
O@D b. System is located at least 100 feet from water supply wells.
DOO c. Bottom of system is at least 2 feet above the seasonal high water table.
A(A O d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
NO e. System is not sited on or in fill material or DWQ approval has been obtained.
NZA f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
DAD g. Drainage area for the device is less than 5 acres.
OPD h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
jZn i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ). Design volume and infiltration calculations attached.
LA j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
Da m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
114Za __ n. Vegeta_ted filter is. provided for overflow. and detail is shown on plans (Required minirnum
length is 50 feet for SA waters, 30 feet for other waters).
nAR_ o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment
device.
/A q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to -draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
i
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
i . After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved
design specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when
depth in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored
to the original design depth without over -excavating. Over -excavating may cause the required water
table separation to be reduced and may compromise the ability of the system to perform as designed.
Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner
that will adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream,
etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used
to determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
`, if the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H -1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Dan Scanlon, Manager County of Currituck
Address: En Rnx 39, Currituck, NC 27929
Date:
Signature
Note: The legally respo4sible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
I, Mt7fLA�. i , a Notary Public for the State of _ Iva PAL , Pa r,21 i ki , County of
do hereby certify that DO yA l ! F. personally appeared before me this 147L4
day of z , and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal, .4/
SEAL My commission expires jutle , T ag0,1:112L
Form SWU-103 Rev 3.99 Page 3 of 3

Treatment
Stormwater runoff from proposed parking areas and travel aisles will be directed via paving surface grading to
flow to the northern and western edge of the parking areas where it will pass through a 2' wide gravel shoulder
where large particulates and debris will accumulate. This runoff will then flow overland into the proposed
infiltration basins, passing across the vegetated infiltration basin side slopes.
The basin bottoms will be grassed according to the general seeding specifications and maintained according to
the operation and maintenance plan. The runoff will undergo filtration of fine particulates and pollutants by
the vegetation within not only the basin and swale bottoms but also the basin and swale side walls which will
also be seeded according to the general seeding specifications. The filtration by the vegetation is considered
the primary treatment method. If the weather yields precipitation that exceeds the storage capability of the
basin system then the accumulated runoff will overflow into an existing ditch system to the north of the
property. It is unlikely during normal weather patterns, when considering storage volumes in conjunction
with infiltration rates that the infiltration basins will ever over flow their boundaries. A secondary treatment
method is also available when the stormwater runoff infiltrates into the subsurface. When the water passes
through the void spaces between the particles of soil material particulates and pollutants that have a particle or
grain size larger than the void size will be filtered out. In addition some pollutants will adsorb to the surface
of the soil particles. The benefit of this adsorption will prevent the pollutants from reaching the water table
and in some nutrient and microbe rich areas existing within the subsurface the pollutants will be consumed as
food and undergo a natural biodegradation.
Storage
It should be noted that there is no storage requirement associated with the low density permit being applied
for. However, since the land was readily available, and in the interest of minimizing flows from the site into
the surrounding ditch systems, infiltration basins are being provided. This infiltration basin system will offer
a portion of storage above the ground surface and a portion of storage within the void spaces available in the
subsurface. The infiltration basins will offer storage in excess of the first 1 inch of runoff. The first I inch of
runoff generated by all surfaces, pervious and impervious within the basin drainage areas will require
approximately 5,520 ft3 of storage. The runoff generated by a 4.3 inch storm (which is widely recognized as
the 10-year, 2-hour storm event for this area) will require 23,737 ft3 of storage. The storage available above
the ground surface is 23,238 ft3. This storage value is equal to approximately 4.3 inches of runoff over all
surfaces, pervious and impervious within the basin drainage areas. Additional storage is available within the
subsurface in the two (2) feet of separation between the basin bottom and the seasonal high water table and
the additional separation between the submerged basin side -slopes and the seasonal high water table. This
subsurface storage will provide for an additional 10,740 ft3 of storage. The addition of the above ground
storage and the subsurface storage is not quantified due to the fact that the above -ground storage noted above
is roughly equivalent to the runoff generated by the 10-year, 2 hour storm (4.3 inches of runoff over all
surfaces).
Disposal
The majority of stormwater runoff entering this management system will be infiltrated, therefore infiltration
will be the primary source of disposal. The system has been designed with adequate storage so that this site
will have the capability to handle a 4.3 inch, 10 year, 2 hour storm if such a weather event should occur. At
such time that the capacity were to be exceeded the system will then overflow into adjacent Swale system to
the north which will act as an emergency backup to this proposed system.
Soils
As per a geotechnical study by Geotechnical Environmental Testing Solutions, Inc., soils are comprised of
mostly loose to medium dense fine sands and silty sands with very little slope overlaid with a layer of topsoil
and rootmat within the top 8 inches of soil. Groundwater was encountered approximately 6 feet below
existing grade (equivalent to an elevation of approximately 10.0'). These soils are well drained with moderate
permeability. A copy of the boring logs from the aforementioned geotechnical study are included in the
appendix of this narrative.

RECEIVE®
Stormwater Management Plan Narrative FEB 2 7 201;9
Currituck County Law Enforcement Center
February 21, 2002 DWQ-W ARO
General
This project proposes the redevelopment 1 conversion of the existing Maple Prison as a Law Enforcement
Center housing Highway Patrol, Detectives', and Magistrate's offices in conjunction with a County Detention
Facility. The site is comprised of 10.37 acres of land situated immediately to the west of the Currituck
County Airport on SR 1246 approximately 3840 feet north of the intersection of U.S. 158 and SR 1246. The
project consists of conversion of an existing prison to a Law Enforcement Center, involving the demolition of
several outbuildings, construction of one new small office building, additions and renovations to several
existing buildings, and associated parking and utility improvements. The project site currently contains built -
upon area of 47,041 square feet and proposes new built -upon area of 27,700 sf for a total built -upon area of
74,741 sf, or 16.5% of the project area. Therefore, the project is being developed as a "Low Density"
development.
The Stormwater Management Plan will utilize overland flow through vegetated buffers to provide filtration
and collection in adjacent infiltration basins to provide infiltration of stormwater runoff generated by the
proposed development. The following narrative will discuss specifically permissible built upon areas,
Stormwater collection, treatment, and disposal, and a brief discussion of soils.
Allowable Built Upon Area
The Stormwater regulations allow for a maximum coverage of 30% for inclusion in the "low density"
classification. The total land area used in calculations for this project is 10.37 acres. This area is comprised
of one developable parcel.
The total coverage proposed in the Stormwater Management Plan for this site is 1.72 acres (74,741 sf).
The allowable coverage based on the 30% maximum allowable coverage as outlined in the NCDE & NR,
DWQ, Administrative Code Section 15A NCAC 2H .1000 Stormwater Management for properties adjacent to
SC waters is, 10.37 acres x 30%(.30) = 3.1 acres (135,515 sf ).
Table I - Allowable Built Upon Area
Parcel Parcel Area Lot Coverage Add'I Lot Total Lot
(ft2) Proposed (ft2) Coverage .. Coverage
Allowed (ft2) Allowed (ft2)
Moyock Middle
451,717 ft2
74,741 ft2
60,774 ft2
135,515 ft2
School
Stormwater Collection, Treatment, Storage, and Disposal
Collection
Stormwater runoff from proposed parking areas and travel aisles will be directed via paving surface grading to
flow to the north and west where it will flow overland into a series of interconnected infiltration basins along
the northern and western property lines.

The soils found in the field are in general agreement with the United States Department of Agriculture, Soil
Conservation Service, Soil Survey of Currituck County. According to the Soil Survey of Currituck County,
the following soil types are predominant in the area of the proposed development according to
Conetoe Loamy Sand, 0 to 3 percent slopes, moderately rapid permeability.
Conclusion
The stormwater management system proposed for the proposed Currituck County Law Enforcement Center
will more than adequately serve this renovation project and provides controls above and beyond those which
are prescribed by the project's low density classification.

APPENDIX

5I tE

APPENDIX ! -

FIGURE I I
NX,
SAS F, ETBA L L
'OIL -DING -A k'f- T.
7
rZ
-J.F k6- 3
*--Boring and core locations are approximate I I BORING AND CORE LOCATION PLAN
PROJECT: Currituck Law Enforcement Center SCALE: N/A
Currituck, North Carolina DATE:0911712001
PROJECT NO: 01-180G PLOTTED BY: WB
CLIENT: Cederquist Rodriguez Ripley Maddux
C, T
&11111il.1315. I lW.

APPENDIX n -

m
r
q,'n
ons, Inc.
LOG OF BORING
No. B'�
PROJECT, Curl-ituck Law Enforcement Ccntcr - PROJECT NO.:lentat CLIENT: CedcrquistROdrifiuczRipleyMaddux
PROJECT LOCATION: _Currituck, North Caroling
LOCATION: See Attached Boring Location Sketch _ ELEVATION: NIA
DRILLING METHOD: Rotary_Was� Mud) LOGGED BY
CQTE G Stal9 iv01
DEPTH TO - WATER> INITIAL: $ 6 ft AFTER 24 NOURS: CAVING> •E•
m Dine
o
Descriptton
19
E Zo
iA
b
m V
TEST RESULTS
Plastic Limit Liquid Limit
Water Content - •
Penetration -
10 20 30 40 50 60 TO
4
3
3
3
a
4
s
�
7
7
9
12
14
4.3
6-inches Topsoil
777
IZA
0.1
Reddish -Brown, moist, Silty SAND (SM) to poorly graded fine to
medium SAND (SP-SM) with silt, very Ioose to loose
2
s
Tan, moist, poorly graded fine to medium SAND (SP-SM) with silt
to poorly graded fine to medium SAND (SP), loose to medium
Clepse
wct from 6 feet
trace coarse sand from 18 feet
r
r y: [ is
'• -'t F'
aa.Ff
ia.
.1:Cc r
11:L1:
ar :c�l
r.):L•I:
,i • I' 1 r
•i�ysrl
.�Xrr
3
4
10
T
00
Boring terminated at 20 ft.
zs
�v
3b
Figurer PAGE 1 of 1

�:.
eo 'cal
En ' ental
a ons. Inc.
LOG OF BORING
No. B-2 J2
PROJECT: Currituck Law Enforccmcat Center PROJECT NO.: 01-18oG
CLIENT: Cederquist Rodriguez Riplcy Maddux
PROJECT LOCATION: CwTituck, North Carolina
LOCATION: Sec Attachcd Baring Location Skctch ELEVATION: NIA
DRILLER: Fishburne LOGGED BY: G. Stalis•E.1.T.
DRILLING METHOD: Rotary Wash (Mud) DATE: 9/12/01
EPTH TO - WATER> INITIAL: �iP 6 ft AFTER 24 HOURS: = CAVING> f,
a 67
o`
bescri tiOfl-
P
E c
M Z
0° U
v
TEST RESULTS
Plastic Limit Liquid Limit
Water Content - e
Penetration .
10 20 30 40 50 60 70
T
d
s
6
e
12
a
iz
A
25
11
13
e
to
4.0
8-inches Topsoil
N.
Reddish -Brown, moist, Silty SAND (SM) with trace clay, loose
2
Reddish -grown, moist, poorly graded fine to medium SAND (SP-
SM) with silt to poorly graded fine to medium SA.NL D (SP), loose to
dense
wet from 6 feet-
gray from 13 feet
•
F 1• 1 �:
? [
.i ri r t
�:C r i
l!:t).
1: is ( C
Ili
f1:t1;
t4:ij.
:6: 0
2
3
s
4
5
10
1s
6
7
29
Boring terminated at 20 ft,
�5
30
35
Figure PAGE 1 of 1

d
E ental
ons, Inc.
LOG OF BORING
NO. B-3
PROJECT: Currituck Law Enforcement Ccntcr PROJECT NO.: 01-18OG
CLIENT; Ccdcrquist Rodriguez Riplcy Maddua
PROJECT LOCATION: Cunituck Noah Carolina
LOCATION: See Attached Boring L9CariOn Sketch _ ELEVATION: N/A
DRILLER: Fishburne .w LOGGED BY; G, Stalls, E.I.T.
DRILLING METHOD: Rotary wash(Mud) DATE: 9/12101
DEPTH TO - WATER> INITIAL: 4 6 [t AFTER 24 HOURS: CAVING> L
a�
❑
Description
a
o
e z
, 0
o
m 3
V
TEST RESULTS
Plastic Limit F 1 Liquid Limit
Water Content - •
Penetration -
IL 20 30 40 50 6 70
7
a
4
3
n
a
,
3
6
4
10
1s
tz
n
arf
10
is
4-inches Topsoil
LA
1111/1
_3
Brown -Tan, moist, poorly graded fine to medium SAND (Sp-SM)
with silt, mixed with gravel and organics (FILL)
2
3
1.
Tan, moist, poorly graded fine to medium SAND (SP-SM) with silt
to poorly graded fine to mcdium SAND (SP), loose to medium
dense
wet from 6 feet
Gray -Tan from 6 feet
Gray from 18 feet
s
4
>0
5
5
is
20
7
Boring terminated at 20 ft
25
30
35
Figure PAGE 1 of 1

ental
4ons' Inc.
LOG OF BORING
NO. B-4
PROJECT: Currituck Law Enforcement Ccnter PROJECT NO.: O1-I BOG
CLIENT: Ccdcr isr t RodriSuez Riylcy Maddux
PROJECT LOCATION: Cur6tuck. North Carolina
LOCATION: Set Attschcd Boring Location Skh teh ELEVATION: N/A
DRILLER: i:isbbumc _ LOGGED BY: - G. Stalls, E.I.T.
DRILLING METHOD: Rotary wash (Mud) DATE: 9112101
DEPTH TO - WATER> INITIAL: -i� 6 ft AFTER 24 HOURS: ,r CAVING L
a
m m
Description
a
�
c
E Z
ca
� �
rn 1j
v
TEST RESULTS
Plastlt Limit j I Liquid Limit
Water Content - •
Penetration -
10 20 30 40 54 60 7
3
3
3
s
4
4
s
13
10
7
6
3
7
a
9
s
11
15
a.3
6-inches Topsoil
WV
77,71
°
i:llf
j
Tan -Brown, moist, poorly graded fine to medium SAND (SP-SM)
with silt and trace organics, loose
i :�. j '•
{ -�' F •?'
' �= r
Fa.h a•
i • i; t �;
i [
.1:Ct r
7:i:ti1
•-1a:[r
rh;ii•
-i_•r F �
-
't7; t!.
:1:� t <
2
Reddish -Brown moist, poorly
p y graded fine to mcdium SAND (SP-
SM) to poorly graded fine to medium SAND (SP), loose to medium
dense
wet from 6 feet
s
4
10
13
Gray, wet, Silty fine SAND (SM) with trace clay, medium dense
g
15
1
Tan -Gray, wet, poorly graded fine to medium SAND (SP-Slv with
silt, medium dense
7
�0
Boring terminated at 20 ft.
25
30
35
Figure PAGE 1 of 1

m
EeO
r ntal
n e
'' Lions, Inc.
LOG OF BORING
NO. C`1
PROJECT: Cunituck law Enforcement Centex PROJECT NO.: 01-18OG
CLIENT: Ced uist Rodriguez Ripley Maddux
PROJECT LOCATION: Currituck. North Carolina
LOCATION: See Attached Boring Location Sketch ELEVATION: N)A
DRILLER: G.Stalls F.I.T, LOGGED BY: G. Stalls• E.I.T,
DRILLING METHOD; Eland Auger DATE, 9/17101
lXPTH TO -WATERS INITIAL: $ 6 ft AFTER 24 HOURS: = CAVING> L
n
v
❑QSCCIptinr]
u
a
o
is V
as
C"
V
TEST RESULTS
Plastic Umit Liquid Limit
Water Content - •
Penetration -
10 20 30 40 50 50 7
3.0 inches Concrete
F i;
I�I�Ci
.:I, t't:
r Z
.2
Brown, moist, Silty fine SAND (SM) with trace brick and gravel
(FILL,), loose to medium dense
Reddish -Brown, moist, poorly graded fine to medium SAND (SP-
SM) to poorly graded fine to medium SAND (SP), loose to medium
dense
Tan from 5 feet
wet from 6 feet
s
Boring terminated at 7 ft.
10
15
20
ZS
3P
35
Figure PAGE 1 of 1

�,.
Ncal
kwnw
"'k : Lions. Inc.
LOG OF BORING
NO. C-2
PROJECT: Currituck Law Enforcement Center PROJECT NO.: 01-18OG
CLIENT: _CudcTqui5tRodriLue7RiplcyMaddtLx
„.,
PROJECT LOCATION: Currituek, Nonh Carolina
LOCATION: See Attached Boring Location Skctnh _ ELEVATION: NIA
DRILLER: G.Stalls, E.I.T. LOGGED BY: G. Sulfa, E.I.T.
DRILLING METHOD: Hand Aur _ DATE: 9117l01
DEPTH TO - WATER> INITIAL: $ 6 ft AFTER 24 HOURS: CAVING> L
r�
m
d=
DesCClpti0rl
R
CODm
m
E
Wo
.120 t j
sz
TEST RESULTS
Plastic Llmit t Liquid Limit
Water Content - •
Penetration -
10 20 30 40 50 60 70
3.5 inches Concrete
�' t
't 1: t 7
i
t I
.2
Tan -Brown, moist, Silty fine SAND (S1) with trace metal and
gravel (FILL), loose to medium dense
Reddish -Brown, moist, poorly graded fine to medium SAND (SP-
SM) to poorly graded fine to medium SAND (SP), loose to medium
dense
wet from 6 feet
s
Boring terminated at 7 ft.
is
15
TQ
25
3o
35
Figure PAGE 1 of 1
TOTRL P.10

QUIBLE & ASSOCIATES, P.C. joB 00 17 2 - Lut f. Lo w Lt%,;'. C i - .
P.O. Drawer 870 SHEET No. / - OF
KITTY HAWK, NC 27949 CALCULATED BY - P - i) DATE
[phone] Fax [phone]
e-mail: [e-mail] CHECKED BY DATE
crAl P
.............. . ... ..
...... ....
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QUIBLE & ASSOCIATES, P.C.
P.O. Drawer 870
KITTY HAWK, NC 27949
[phone] Fax [phone]
e-mail: [e-mail]
JOB no 17 2 tovy or. - _s iA ) tn
SHEET NO. a -_ OF _?
CALCULATED BY DATE
CHECKED BY DATE
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QUIBLE & ASSOCIATES, P.C.
P.O. Drawer 870
KITTY HAWK, NC 27949
[phone] Fax [phone]
e-mail: [e-mail]
JOB 00172 -Luir. jor,; Lf Cfr. - 5(A)M
SHEET NO. ff-3 — — OF
UL CALCATED BY 0/�6 1 J DATE
CHECKED BY DATE
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