SW7051213_CURRENT PERMIT_20060124

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �IIY`G�!✓
DOC TYPECURRENT
PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
_02�2t(W�K
YYYYMMDD

\N A rF� Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
p" 'r"' Alan W. Klimek, P.E. Director
1 w' Division of Water Quality
rs�y
DIVISION OF WATER QUALITY
January24, 2006
Mr. Phillip Harrington
2 Invest, LLC
PO Box 2232
Elizabeth City, NC 27906
Subject: Permit No. SW7051213
Ranch Drive Subdivision
High Density Stormwater Project
Pasquotank County
Dear Mr. Harrington:
The Washington Regional Office received a completed Stormwater Application for the subject project
on December 12, 2005. 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. SW7051213 dated January 24, 2006 to 2 Invest, LLC for a wet detention pond to serve
the proposed Ranch Drive Subdivision located at the intersection of Oak Stump Road and Ranch Drive in
Elizabeth City, NC.
This permit shall be effective from the date of issuance until January 24, 2016 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. The issuance
of this permit does not resolve any previous violations of the stormwater rules for construction without a
permit.
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, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Roger Thorpe or me at [phone],
S . cerely,
Al Hodge, �egional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Hyman & Robey, PC
W'c Weatherly, Director of Public Utilities
ashington Regional Office
Central Files
N�o�n Cairolina
J1�1,574"A-1,5z111v
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportuniiy/Affirmafive Action Employer - 50% Recycledl10% Post Consumer Paper

IN
State Stormwater Management Systems
Permit No. SW7051213
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
2 Invest, LLC
Ranch Drive Subdivision
Pasquotank 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 a wet detention pond to serve the proposed 11 lot Ranch Drive Subdivision located at the
intersection of Oak Stump Road and Ranch Drive in Elizabeth City, NC.
This permit shall be effective from the date of issuance until January 24, 2016 and shall be subject to
the following specified conditions and limitations:
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. The subdivision is permitted for 11 lots. -Lots 1-10 are each ailowed,.7,500;square feet of built
upon area per lot. Lot 11 is allowed_93,21'8 square feet of built upon area.
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 approved plans.
5. 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:
Ranch Drive Subdivision
Permit Number:
SW7051213
Location:
Pasquotank County
Applicant:
2 Invest, LLC
Mailing Address:
PO Box 2232
Elizabeth City, NC 27906
Application Date:
12/12/2005
Receiving Stream:
UT to Knobbs Creels
Classification of Water Body:
C - Swp
Total Site Area:
9.61 ac
Total Impervious allowed:
3.92 ac
Wet Pond Depth:
5.0 ft
Required Storage Volume:
17,816 cf
Provided Storage Volume:
18,202 cf
Required Surface Area:
11,953 sf
Provided Surface Area:
34,259 sf
Controlling Orifice:
2.5 inch @ elevation 6.5 ft

41
4. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative
practices (such as swalds) 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.
SCHEDULE OF COMPLIANCE
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
except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
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.
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:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and
piping.
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.

001
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.
Ill. 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 fling of a
request for a permit modification, revocation and reissuance or termination does not stay any
permit condition.
6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in writing
a request for an extension along with appropriate application fee.
Permit issued this the 24 th day of January, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7051213

2 Invest, LLC — Ranch Drive Subdivision, Pasquotank County
Stormwater Permit No. SW7051213
Designers Certification
I, , as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodicallytweeklylfull 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

2 Invest, LLC -- Ranch Drive Subdivision, Pasquotank County
Stormwater Permit No. SW7051213
Designer's Certification
I, , as a duly
ReqL'steced Professional Engineer in the State of North Carolina, having been authorized to observe
eriodicall Iweeklyffull time)
the construction of the project, R a n r h n r i v a ci i i bd1 v i_s_i_an
(Project)
for 2 Invest:, LLC (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 f S S
Date % -,2 7 - v
tit+,yllltklif;;�:
V%" CA#0�'%i
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rv.n-0-0PL-A11C G"I
L OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
NC 12 2005�
3
DIN -WARO State of North Carolina
L Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for rise as at) original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2 Invest, LLC
2, Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Phillip Harrington oN
3. Mailing Address for. person listed in item 2 above:
PO Box 2232
City: Elizabeth City Slate: NC Lip: 27906
TelephoneNunibec ( 252 ) 335-4520 —
4. Project Name (subdivision, facility, or, establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Ranch Drive Subdivislon_
5. Location of Project (street address):
Intersection of Oak Stump Road(SR 1145) & Ranch Drive (SR 1190)
City: Elizabeth City _ Cnunty:_ Pasquotank
6. Directions to project (frorn nearest major intersection):
Head North on Hwy 1_7 Bu.s.i.ness,Turn right on Oak Sturnp Road(SR 1145).Go 11/8 of a in.i_le,then
turn left on Ranch Drive(SR 1190). Project is on right side.
7. Latitude: 360 17 Longitude: 760 15 of project
8. Contact person who can answer questions about the project:
Narne: Phillip Harrington � Telephone Number: { 25
11. PERMIT INFORMATION:
Specify whether.project is (check one):
S�
Form SWU-101 Version 3.99
X New Renewal
Page I of 4
335-4520
"`—x Modification
i. � i

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit X 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 wi 11 shRot- flow cuff of grasspr1 1 nts & roadwas�, and wi 11 bP rnl I wr-tQ
in grass lined zwalps with 3il side sioQes— swahas will drain 1-n cie-tPni-ion pnnd.-.
Z. Stormwater runoff from this project drains to the
3. Total Project Area: 9.61 acres
5. How many drainage areas does the project have?
P a s q u o t a n k River basin.
4. Project Built Upon Area: 40. 79 %
1
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.
$asi� Information ,.
Drainage Area 1'
g
' -Drainage,Area 2-.: =,
Receiving Stream Name
n s Creek
Receiving Stream Class
C SW
Drainage Area
9.61 AC
Existing Impervious* Area
_ 0
Proposed Impervious*Area
3.92 AC
% Impervious* Area (total)
40.79 %
*"
Impervious c3urface`•Area-'`
Draina e Area l
g
' -' Drama e,Area'Z '
g
On -site Buildings
On -site Streets
On -site Parking
On -site Sidewalks
0.06 A
Other on -site 1 cn to
limit 3.86 AC
Off -site
Total: 3 92 AC
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived? N / A
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 7,500 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. Except lot 11 which will be allowed 2.14AC of
impervious surface.
3. Swales shall not be riled 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

VI. 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 Pkv
• One copy of the applicable Supplement Form(s) for each BMP W
• Permit application processing fee of $420 (payable to NCDENR) w '
• Detailed narrative description of stormwater treatment/management j2wk4
• Two copies of plans and specifications, including: 1!i'
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): Hyman & Robey, PC
Mailing Address: PO Box 339
City: Camden State: NC Zip: 27921
Phone: ( 252 ) 335-188a _ Fax: ( 252 ) 338-5552
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) P h I n
certify that the information included on this permit application form is, to th4 best of my knowledge, orrect 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 21-1.1000.
Signature:�f� f
Date: Sla C... c6- �� 5
Form SWU-101 Version 3.99 Page 4 of

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
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
ProjectName: Ranch Drive Subdivision _
Contact Person: Phillip Harrington Phone Number: 252 335-4520
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
1.50
ft.
6.50
ft.
7.02
ft.
34,259
sq. ft
9.61
ac.
3.92
ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
109,915 cu. ft. (combined volume of main basin and forebay)
18,202 cu. ft. (volume detained above the permanent pool)
19 , 962 cu. ft. (approximately 20% of total volume)
2.8 % (surface area to drainage area ratio from DWQ table)
2.5 in. (2 to 5 day temporary pool draw -down required)
6.3 in. (10 year storm)
?0 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page l of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BUT manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. 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 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. If a requirement has not been met, attach justification.
Applicants Initials
PA h a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
GL h b. The forebay volume is approximately equal to 20% of the basin volume.
Pc�h c. The temporary pool controls runoff from the design storm event.
124 d. The temporary pool draws down in 2 to 5 days.
��- e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
kh f. The basin length to width ratio is greater than 3:1".
tRCUD g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
Z2&h j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
2W m. A mechanism is specified which will drain the basin for maintenance or an emergency.
CP�P�
iII. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does does not incorporate a vegetated filter at the outlet.
This system (check one) l`"oes 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Attachment to WET DETENTION BASIN SUPPLEMENT
For Ranch Drive Subdivision
Pond has been designed for 90% TSS removal.
k. The pond will discharge directly into the NCDOT drainage system. An
encroachment agreement has been filed with the DOT.

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
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 (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3. 7 5
When the permanent pool depth reads 2 - 2 5
Sediment
Bottom
El. 4-25 j75 o
on ^3 .5 +�
FOREBAY
feet in the main pond, the sediment shall be removed.
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation (5.5
Sediment Removal Elevation 2_75
_ _
Bottom Elevation 1 - 5
MAIN POND
75%
25%
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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: Phillip Harrington
Title: Agent
Address: PO -Box 2232
Phone: [phone]
Signature:
Date: 2C--k , a S
Note: The legally responsible 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.
a Notary Public for the State of C)ca-"Cc,,-;,\i,c, ,
County of (�c,5c,t,��c.c k , do hereby certify that P hi 11 W• l-AcC r
personally appeared before me this S(+`' day of fl G e �, Dom_, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
M1UdAitllE !. CQQPEfi
NOTARY PUBLIC
MQUOTANK COUNTX NC
SEAL
My commission expires._ L - i z - Dg
Form 5WU-102 Rev 399 Page 4 of 4

�ECEIV�0
�.....�...�w�.�,._�.W..�.,�. ��....... ��.._,�._, ,_...DEC.
PROJECT DESCRIPTYON�
?�, 2 2005
Ranch Drive Subdivision DWQ-WARD
Pasquotank County — Elizabeth City - North Carolina
_. December 9, 2005
Ranch Drive Subdivision is a proposed 1 1 lot residential subdivision located on
Ranch Drive (SR 1190) at the intersection of Oak Stump Road (SR 1145) in Elizabeth
City. The property is zoned R-15, which allows lots as small as 15,000 sf, and contains a
total of 9.61 acres.
All of the lots will have frontage on the existing state maintained road, Ranch
Drive. Development of this site will include construction of sidewalks along the existing
roadway, drainage swales, a detention pond, and installation of water and sewer services.
Impervious area on lots 1-10 will be limited to 7,500 sf per lot. Lot 11, which is 4.28
acres, will be allowed 2.14 acres of impervious area. This will allow for future
subdivision of Lot 11. Sidewalks account for .06 acres of the site. The total site
coverage is 3.92 acres or 40.79%. Due to the on -site soil types of Dragston and Nimno
and the seasonal high water table, wet detention is the most appropriate stormwater
treatment method to use in this area. The disturbed area for the development will not
exceed 8 acres. Limits have been shown on the plans.
The entire 9.61 acres are designed to drain to the detention pond. Drainage from
lots 1 -10 will be directed to the rear via side lot line swales. A swale along the rear of
the lots drains to the detention pond. Lot 11 will continue to drain through existing
routes. Any future development on Lot 11 will require that the lot be graded to drain to
the pond. The detention pond has been designed for 90% TSS removal. The discharge
rate has been limited to meet the City of Elizabeth City's Stormwater Ordinance
requirement that post -development discharge not exceed pre -development rates.
Utilizing the rational method, the pre -development peak discharge during a 10 year 24
hour storm is approximately 17 cfs, while the post -development rate is 30.3 cfs. The
peak pond discharge during a 10 year storm will be less than 3 cfs.

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[Z()Y COOPER
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MICHA[:I. S. RFGAN
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S. DANIE:t_ SMITH
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Mr. Phillip Harrington
Phillip Harrington Enterprises, LLC
P.O. Box 2232
Elizabeth City, NC 27906
iV(Af 11 ! CAI.c=1_INA
Erwir o me ntul Qualify
June 28, 2019
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7051213
Ranch Drive Subdivision
Pasquotank County
Dear Mr. Harrington:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7051213 for a stormwater treatment system consisting of a wet
detention pond serving Ranch Drive Subdivision located in Elizabeth City, NC expires
on January 24, 2020. This is a reminder that permit renewal applications are due 180
days prior to expiration. We do not have a record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. It appears that the property ownership has changed according to the
Pasquotank County tax records_ This will require also the submittal of an ownership
change application and a fee of $505.00. Permit application forms for renewal and
ownership change can be found on our website at:
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North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
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Sincerely,
Roger K. Thorpe
Environmental Engineer
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