SW7061226_HISTORICAL FILE_20200915

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW(2��/�%(/j
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ag)C"LEX � Ll!�_
YYYYM M DD

ROY COOPER
Governor'
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
September 15, 2020
Partners for Hertford County Public Schools
Attention: James Eure
P.O. Box 1065
Ahoskie, NC 27910
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7061226
Hertford Teacher Housing
Ahoskie, NC, Hertford County
Dear Mr. Eure:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7061226 for a stormwater treatment system consisting of a wet
detention pond serving the Hertford Teacher Housing project located on Hertford
County High Road in Ahoskie, NC expires on February 27, 2021. 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 $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https //decinc Qov/ about/divisions/enerav-mineral-land-resources/enerav-mineral-tanct-
rules/stormwater-proaram/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roger, thorpe()ncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
�$, North Caroil a'>pwtmen yf Envit mment Q-fty 9 si .of[nerq,y, MLnei.tl and Land Resources
Wa-Blnaton Regional Jfhce t [ � `t ,iinq[ n square Mall bashmaron Nprt t CC-Ol o- 2r S81y
n.n .m.vmui� l'

A1rE`/�
Michael F. Easley, Governor
William G. Ross Jr., Secretary
IIV0.��`lM\I r
North Carolina Department of Environment and Natural Resources
^
Alan W. Klimek, P.E. Director
Division of Water Quality
February 27, 2007
Mr. James Eure. President
Partners for Hertford County Public Schools
PO Box 1065
Ahoskie. NC 27910
Subject: Stormwater Permit No. SW7061226
Hertford Teacher Housing
High Density Project
Hertford County
Dear Mr. Eure:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Hertford Teacher Housing on February 14, 2007. 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. SW7061226 dated February 27, 2007, for the construction of the subject
project.
This permit shall be effective from the date of issuance until February 27, 2017, 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.
If you have any questions, or need additional information concerning this matter, please
contact Scott Vinson, or me at [phone].
incerely,
Al riocrge—r —
Regional Supervisor
Surface Water Protection Section
AH/sav: C:\STORMWATER\PERMIT\SW7061226
cc: James Chandler, PE
Hertford County Building Inspections
,Washington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: www.ncwateruualitv.ore 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
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State Stormwater Management Systems
Permit No. SW7061226
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
Partners for Hertford County Public Schools
Hertford Teacher Housing
Hertford County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "storm water rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until February 27, 2017, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 1.28 acres of impervious
area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system per
approved plans.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7061226
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 4.82
b. Total Impervious Surfaces, acres: 1.28
C. Design Storm, inches: 1.0
d. Pond Depth, feet: 4.00
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 196.00
g. Permanent Pool Surface Area, ftz: 6,163
h. Permanent Storage Volume, ft3: 8,197
i. Permitted Forebay Volume, ft3: 2,551
j. Temporary Storage Elevation, FMSL: 197.05
k. Temporary Storage Volume, ft3: 7,988
I. Controlling Orifice: 1.00" � pipe
M. Receiving Stream/River Basin: UT Ahoskie Creek / Chowan
n. Stream Index Number: 25 - 14 - 1
o. Classification of Water Body: "C; NSW
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. . Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7061226
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. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to'design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The Project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. 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.
13. This permit shall be effective from the date of issuance until February 27, 2017.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7061226
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation from
the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be
approved. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 27t" day of February, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7061226
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7061226
Hertford Teacher Housing
Stormwater Permit No. SW7061226
Hertford County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7061226
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the-outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Hertford County Building Inspections
Page 7 of 7

. - �k��trlsr:aa�lnt
OFFICE USE ONLY
Fee Paid
Permit Number
4a�v
SW
DWQ-WARD S I ACC c;W07
State of North Carolina
Department of Environment and Natural Resources
Division.of Water Quality D fk�
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Thisform may be photocopied for use as an origbral
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Partners for Hertford County Public Schools Foundation
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
President
3. Mailing Address for person listed in item 2 above:
P.O. Box 1065
City: Ahoskie State: NC Zip: 27910
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Hertford Teacher
5. Location of Project (street address):
Hertford Countv High Road
City: Ahoskie County: Hertford
6. Directions to project (from nearest major intersection):
2100 feet west of intersection of SR 1223 and US 13 toward Hertford County High.
7. Latitude: 76°59'38.41" W Longitude: 36°17'52.51"N of project
8. Contact person who can answer questions about the project:
Name: Jim Chandler Telephone Number: [phone]
11. PERMIT INFORMATION:
1. Specify whether project is (check one): X New _Renewal _Modification
FonnSWU-101 Version3.99 Pagel of4

Is

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A 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):
_CAM A 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.
S'onnwater runoff for thaHerford Teacher Housing is being treated by grading all of the site's impervious
areas to a wet detention pond The pond is also satisfying Town of Ahoskie's stormwater
resolution adopted September 5 2006 which follows the Universal Stormwater Rule.
2. Stormwater runoff from this project drains to the Chowan River basin
3. Total Project Area: 9.33 acres 4. Project Built Upon Area: 13.7 %
5. How many drainage areas does the project have? 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.
Basin Information
Basin Information
Drainage Area l
Drainage Area 2
-�«..��..,
Receiving Stream Name
Ahoskie Creek
Receiving Stream Class
C; NSW
Drainage Area
4.82 acres
Existing Impervious* Area
0.0 acres
Pro osed Impervious* Area
1.28 acres
% Impervious* Area (total)
26.6%
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
0.41 acres
On -site Streets
On -site Parking
0.73 acres
On -site Sidewalks
0.14 acres
Other on -site
Taae- O
Off site
0.0
Total: 1.28 acres
Total:
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Page 2 of 4
FormSWU-101 Version3.99

4 S �

7. How was the off -site impervious area listed above derived?
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 square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brief stone, slate or similar material but do not include wool
decking or the water surface ofswimmingpooIs.
3. Shales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess ofthe permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runo from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall beperformed 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
FormSWU-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
FormSWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTALREQUIRF.MENTS
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.
1. Please indicate that you have provided the following required information by initialing in the space provided next
to each item.
• Original and one copy of the Stomswater 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)
ErC10ftdi
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): Jim Chandler
Mailing Address: 7621 Purfooad
City: Fuouay-Varina State: NC Zip: 27526
Phone:[phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in General Information, item 2) James Eure , 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 confor ante with the approved plans, that the required deed restrictions and protective
covenants will be recorde , an hat the propos dpg project complies with the requires nts of ISA NCAC2H.1000.
Signature: %14't t/e��ciu1� Date: a
Fonn SWU-101 Version 3.99 Page 4 of

Permit No. S,w / D,� %ryv
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality RECEO ED
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
FEB 14 2007
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original DWQ-WAR V
DWO Stormwater Manaeement 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.
I. PROJECT INFORMATION
Project Name: �Aer4ov-6 TA.6A2r fi,ov S\v-\
Contact Person: ; I vy\ C.kAyun d1Cy Phone Number: (19) 882 - yB y S
For projects with multiple basins, specify which basin this worksheet applies to: _ t
elevations
Basin Bottom Elevation / L . ft. (floor of the basin)
Permanent Pool Elevation 0 ft. (elevation of the orifice)
Temporary Pool Elevation %. D S ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 0 sq. ft. (water surface area at the orifice elevation)
Drainage Area • 8 Z ac. (on -site and off -site drainage to the basin)
.Impervious Area i 2 8 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
S l 9 ! cu. ft.
79 88 cu. ft.
ZSS' I cu. ft.
2.3
in.
n
in.
%
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume) (316/6)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(Icb'4;e RetDwntd 1.5")
(minimum 85% required)
Fonn SWU-102 Rev 3.99 Page 1 of 4

I

Footnotes:
I 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.
2 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 BMP manual provides design tables for both 85% TSS removal and 90%TSS removal.
It. REQUIRED ITEMS CHECKLIST
"file 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.
ilicants Initials
✓ a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
V c. The temporary pool controls runoff from the design storm event.
U✓ d. The temporary pool draws down in 2 to 5 days.
ie. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
It. 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.
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.
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.
A mechanism is specified which will drain the basin for maintenance or an emergency.
?um4e i *o aidOn -?erw.ow,ev% poot due ko
�-a-,>DRrmp ,C e-Aw-, at✓N}S,
Ill. 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) 0 does (Ydoes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of

Cl
Maintenance activities shall be performed as follows:
1. 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 113,0 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads /1 3. o feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
"ation
Permanent Pool Elevation 1%.0
Sediment R.0 75 °�^ Sediment Removal Elevation 75%
Bottom.(/ %----------=--------------------'n�.o ------- 25" Bottom Elevation M. io
FOREBAY MAIN POND
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 S WU-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: Saw\e 5 L, eSu,r2
T;.to. IfP�;,�,w - 'P&,r ,,'. -Cei- "EAR .IA R,JOV( 9A
Address: P.O. Sox )Sg
Note: The legally responsibYparty 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, W-c'-' (17� � . Pe / M a Notary Public for the State of /�/ C
County of Wrt,_(.v, do hereby certify that 3U ty S C . E�— -f
-
personally appeared before me this (oy a, day of F'e.L 1`,0 -) ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires r ; ( / (P e30 6
Form SWU-102 Rev 3.99 Page 4 of
„i

Chandler Palmer Speight Engineers, P.A.
Site and Transportation Lngineers
7621 Purfoy Road, Suite 201
Fuquay-Varina, NC 27526
(1'11011e)919-552-4845
(Fax) 919-552-6962
www.cpseiii� neerspa.com
RECEMED
FEB 14 2007
DWQ-WARO
LETTER OF TRANSMITTAL February 13, 2007
To:
Scott Vinson
Company:
NCDENR
Address:
943 Washington Square Mall
City, State Zip:
Washington, NC 27889
Phone:
252-946-6481
Fax:
252-946-9215
Method: Courier
Subject: Hertford Teacher Housing CPS Project Number: 06-020
® Prints ® Originals ❑ Specifications ❑ Applications
❑ Reports ❑ Copy of Letter ❑ Calculations ❑ Other: Fee
We are sending you the following items:
No. of Copies Description
• 2 Revised Sheets C8.05
• 1 Original signature on Stormwater Management Permit
Application Form
• 1 Original signature on Wet Detention Basin Supplement
Additional Remarks:
Attached are the detail revisions as we discussed, however we are not able to use the orifice detail
provided in the meeting because the bottom of the riser box is at grade and the detail provided needs
some vertical separation between the bottom of the box and the bottom of the pond in order to function.
Also attached are the original signature sheets for the paperwork we submitted. Please call me at 552-
4845 if you have any questions.
Signed
Brian Speight, PE

Chandler Palmer Speight Engineers, P.A.
Site and'rransportation Engineers
7621 Purfoy Road, Suite 210
Fuquay-Varina, NC 27526
(Phone) 919-552-4845
(Fax) 919-55z-6962 RECEIVED
www cnseneineerspaxom
FEB 9 2U�7
r 1 December 18, 2006
UW(}
TO: Marty Stone -WARO
The Wooten Company
FROM: Jim Chandler, PE
RE: HERTFORD TEACHING HOUSING
Dear Mr. Stone:
This letter is to certify that to the best of my knowledge this revised plan meets all of the Town of
Ahoskie's stormwater requirements. We have designed a wet pond with a forebay and an aquatic
shelf to meet the 85% total suspended solids removal requirement. We have a designed a 1-inch
orifice that detains the first 1.5 inches of runoff and releases this quantity at or below the pre -
developed I -year, 24-hour release rate over a 2-day draw down period. As you know this project
currently drains to an existing depression on the site, whereby water apparently evaporates since
no wetlands exist per the US Army Corps of Engineers and since geotechnical tests could not
confirm adequate existing infiltration rates. Although this is a unique situation, we have not made
the situation worse by detaining the 10-year, 24-hour storm. The pond dam has also been designed
in regards to the 100-year, 24-hour storm event. No emergency spillway is required since the
primary spillway routes the 100-year event while providing a minimum freeboard of at least one
foot to the top of the dam. Since we are detaining the 1-year, .10-year and 100-year storm events to
below pre -development levels, this project will not adversely impact any downstream structures
and since the maximum water surface elevation for the 100-year event does not exceed 199 feet,
there will be no adverse impact to any upstream structures. Our calculations are attached to
support these conclusion. Please feel free to contact me if you have any questions or concerns.
Sincerely, •�X!,
•.•� 2v �pFESS'0 ry .
4
a seAL
m 026466
Jim Chandler, PE $� �e, _,.._�Q� ��;

Ahoskic, NC - Google Maps
http://maps.google.conVmaps?f=q&hl=cn&q=Aiioskie.+NC&ie=UT...
Address Ahoskie, NC 27910
CJOPS
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1 of 1 2/26/2007 5:00 PM

NARRATIVE
HERTFORD TEACHER HOUSING
FEB J 2007 HERTFORD COUNTY, NORTH CAROLINA
DWQ-WARD JANUARY 2007
PROJECT DESCRIPTION:
The Hertford Teacher Housing project is located along SR 1223 Hertford County High Road in
Ahoskie, NC. The current owner is Partners for Hertford County Public School Foundation of P.O. Box 1065,
Ahoskie, NC 27910. The project site consists of approximately 9.33 acres of land with approximately 3.0 acres
being disturbed. The project will be the development of raw land for use as a residential apartment complex with
the proposed construction of three, two-story buildings for teacher housing to be built in one phase. The site has
one drainage area that drains toward the Ahoskie Creek in the Chowan River Basin. Because the existing land
has never been developed, the project site has no existing impervious area so therefore, there are no existing
permits. The new construction will result in the addition of 1.28 acres (55757 sf) of impervious area, which is
13.7% of the total tract. There are no existing wetlands on this site as determined by the U.S. Anny Corps of
Engineers. A copy of their Notification of Jurisdictional Detennination has been included with this submittal, see
attached.
The proposed apartments will connect to a public water supply main being installed within the right-of-
way of SR 1223 Hertford County High Road by the Town of Ahoskie. Sewer for this project will be provided by
the extension of a private sewer main that will connect to a public pump station being constructed by the City of
Ahoskie.
Stormwater from the site is being treated in a proposed wet pond designed to provide 90% TSS removal
while detaining the I and 10 year storms. The pond is designed to be 4' deep at the permanent pool depth with a
6' x 6' outlet structure with two orifices and two outlet pipes. One orifice is a I" PVC pipe at the permanent pool
elevation (196.0') designed to draw down the temporary pool over 2 to 5 days. The second orifice at the top of
the temporary pool elevation (197.05) detains the I and 10 year storms to less than their pre -developed flows.
The outlet pipes are two 18" RCP culverts. In the event of an emergency or for maintenance, the permanent pool
will need to be pumped because the existing topographic constraints does not allow a drain valve to be provided.

HERTFORD TEACHER HOUSING
"R
m'•'
HERTFORD COUNTY HIGH ROAD
C1.01
AHOSKIE, NORTH CAROLINA
DECEMBER 2006
AREAS CONSTRUCTION DOCUMENTS
°mssi♦n��•''
tt�19'SNIM:t

ECS MID -A
Mr. Mark Twisdale
State Employees' Credit Union,
1000 Wade Avenue
Raleigh, North Carolina '27605
LLC
. • Fnvirnn mnnt3l �.
November 14, 2006
RECEIVED
FEB 9 2007
DWQ-WARO
Reference: Subsurface Exploration and Engineering Services
Infiltration Testing
Hertford Teachers 1-lousing Project
Ahoskic, North Carolina+
ECS Project No. 04:7760
Dear Mr. Twisdale:
ECS Mid -Atlantic, LLC; has completed a subsurface exploration and engineering analysis of the
above referenced project. The field • exploration consisted of performing four hand auger probes
within the proposed' BMP pond areas. The proposed BMP areas are anticipated to be located
along the east side of the property as indicated on the,site plan supplied torus by CPS Engineers,
P.A., ari&as,shown on,the attached Boring.Location Diagram.
The purposes of this exploration.,were to obtain general site characteristics and to explore the soil
and groundwater conditions', to aid in the design andconstructionof the BMP facility that is
proposed for the ,project site. Four Hand Auger probes were performed to depths of
approximately 10 feet below existing site grades. Locations of the hand auger borings are shown
on the attached Boring Location -Diagram.
Subsurface Exploration Procedures
The hand augered soil test borings were performed to depths of about 10 feet below the existing
site grade, utilizing a 3-inch diameter auger bucket. The auger is screwed into the ground
generally in 6-inch intervals and -soil can be extracted for visual inspection: This method cannot
determine the exactconsistency or density of in -place soils. It is used to determine the general
soil types but can provide a relative determination of the consistency or density of in -place soils
by the.ease of which the auger turns,and'advances.
After recovery, each sample was removed from the sampler and visually classified.
Representative portions -of each sample were then scaled in glass jars and brought to our
laboratory in Virginia Beach, Virginia for visual examination and classification.
27001nternational Parkway, Suite100, Virginia Beach, VA 23452-7855 • [phone] • FAX [phone]
Aberdeen, MD - Baltimore, MD - Chantilly, VA Charlottesville, VA* • Frederick, MD � Fredericksburg, VA Manassas, VA . Ocean City, MD*
Richmond, VA Roanoke, VA • Virginia Beach, VA - Waldorf, MD • Williamsburg, VA - Winchester, VA York, PA
www.ecslimited.com • * testing services only

BMP h filtration Testing
Herffor•d Teachers Housing Project
dhoskie, North Carolina
FCS Project 04:7760
Page 2
General Subsurface Conditions
We classified each soil sample obtained from the hand auger probes on the basis of texture and
plasticity in accordance with the Unified Soil Classification System (USCS). The group symbols
for each soil type are indicated in parentheses following the soil descriptions on the hand auger
logs. A brief explanation of the USCS is attached with this report. We grouped the various soil
types into the major zones noted on the hand auger logs. The stratification lines designating the
interfaces between earth materials on the hand auger logs are approximate; in -situ, the transitions
may be gradual.
We generally encountered approximately 4 to 6 inches of topsoil at the boring locations. Beneath
the topsoil, and extending to the depths of the hand augers at 10 feet, we encountered a wet Fine
Sandy CLAY (CL) material at borings 13-1 through B-4.
The long term groundwater table was not encountered in the test borings at the time the borings
were performed. However, based on visual observations of the soils and the general topography
of the project site, we believe that the possibility of a perched groundwater table is possible at all
of the indicated boring locations.
We were prepared to perform in situ permeability testing to determine an infiltration rate to be
used for the BMP design. However, our subsurface exploration only encountered wet, low -
permeability soils within the hand auger borings. Due to the extensive time needed to evaluate
these low -permeability soils, we feel that it is not feasible to conduct permeability tests at these
specific locations.
We visually classified the samples according to Hydrologic Soil Groups. The upper level CLAY
soils encountered in the borings to depths of approximately 10 feet are considered to belong to
the USDA soil classification of CLAY and Sandy CLAY which fall within the Type D
hydrologic soil grouping. Soils with group designation D (as well as the Topsoil) are generally
not considered suitable for infiltration practices. The NRCS soil classification system is based
upon the same classification symbols as indicated above. The estimated rate of infiltration for
soils of this classification are from 0.02 to 0.05 inches per hour.
We have appreciated the opportunity to be of service to you on this project. Please call if we can
be of any further assistance or if you have any questions with regard to the information submitted
herein.

BblP Infiltration Testing
Hertford Teachers Housing Project
Ahoskie, North Carolina
ECS Project 04;7760
Page 3
Respectfully, t11111I/I/
�N CAR0 /
el
ECS MID-ATLAkN /0 - -P
SEALfa.
°Q iljtr'y
Erin K. Powers,
Project Engineer
Geolechnical Department Manager
Copies: Chandler, Palmer and Speight, P.A. (Mr. Brian Speight, P.E.)
Enclosures:
• Boring Location Diagram
• Hand Auger Logs
• USCS Classification Shect
VILE I I hRSIje(M(OINPILBMPe Aoc

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HA-3/ INFILTRATION BORING LOCATIONS
0
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�MTFMD aou+IY toot ROAD HAND AUGER LOCATION PLAN
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STATE EMPLOYEES' CREDIT UNION
CONIISQERING
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SERViGG5,L1D

LOG OF HAND AUGER BORING
Hand Auger No.: HA-1
Project: Hertford Teachers Housing Project ECS Job # 7760
Location: Ahoskie. North Carolina Date: 11-14-06
Client: State Employees' Credit Union Sampled By: J.T.
Depth ft
Material Description / Notes
_
Topsoil Depth= 4 inches
1.0
Fine Sandy CLAY, Medium Brown, Wet to Saturated, (CL)
2.0
3.0
4.0
_ 5.0
Groundwater Level Not Measured -
_
Surface Water Intrusion into Open Borehole
6.0
7.0
8.0
9.0
10.0
_
_
Hand Auger Terminated @ 10.0 ft.
11.0
12.0
Remarks:

LOG OF HAND AUGER BORING
Hand Auger No.: HA-2
Project: Hertford Teachers Housing Project ECS Job # 7760
Location: Ahoskie. North Carolina Date: 11-14-06
Client: State Employees' Credit Union Sampled By: J.T.
Depth ft
Material Description I Notes
_
Topsoil Depth= 4 inches
1.0
Fine Sandy CLAY, Medium Brown, Wet to Saturated, (CL)
2.0
3.0
4.0
_ 5.0
Groundwater Level Not Measured -
_
Surface Water Intrusion into Open Borehole
6.0
7.0
8.0
9.0
_ 10.0
_
Hand Auger Terminated @ 10.0 ft.
11.0
12.0
Remarks:

LOG OF HAND AUGER BORING
Hand Auger No.: HA-3
Project: Hertford Teachers Housing Project ECS Job # 7760
Location: Ahoskie. North Carolina Date: 11-14-06
Client: State Employees' Credit Union Sampled By: J.T.
Depth ft
Material Description 1 Notes
Topsoil Depth= 4 inches
_
1.0
Fine Sandy CLAY, Medium Brown, Wet to Saturated, (CL)
2.0
3.0
4.0
_ 5.0
Groundwater Level Not Measured -
_
Surface Water Intrusion into Open Borehole
6.0
7.0
8.0
9.0
10.0
_
_
Hand Auger Terminated @ 10.0 ft.
11.0
12.0
Remarks: Ponding Water observed near boring location

LOG OF HAND AUGER BORING
Hand Auger No.: HA-4
Project: Hertford Teachers Housing Project ECS Job # 7760
Location: Ahoskie. North Carolina Date: 11-14-06
Client: State Employees' Credit Union Sampled By: J.T.
Depth ft
Material Description / Notes
Topsoil Depth= 4 inches
_
1.0
Fine Sandy CLAY, Medium Brown, Wet to Saturated, (CL)
2.0
3.0
4.0
5.0
Groundwater Level Not Measured -
_
_
Surface Water Intrusion into Open Borehole
6.0
7.0
8.0
9.0
10.0
_
_
Hand Auger Terminated @ 10.0 ft.
11.0
12.0
Remarks: Ponding Water observed near boring location

UNIFIED SOIL CLASSIFICATION SYSTEM (USCS)
Table Unified System of Closslficollac
Group '
71
I Major divisions
symbols '
Typical names
Well -graded gravels and gravel-
l - =
C'vr' i
sand mixtures, little or no fines
r -
T
-'^
Poorly graded graves and
'=
CP
gravel -sand mixtures. 1i:.1e or nr.
fines
o N
I== a s i
�` '
GmI
Silty gravels, gravel -sand-; h
mixture!
o
Clayey gravels, gravel -send -clay
I
U a
1
mixtures
y
Well -graded sands and gravelly
SW
sands, little or no fines
`-�'n
Poorly graded sands and gravelly
oOg
E c
cP
I
sands, little or no fines
I
Syi I
Sdry sands, sand -silt mixtures
f z
=
_ _
Sc I
Clayey sands, sand -clay mixtures
fInorganicsilts,
very fine sands,
RlL
I rock flour, silty or clayey fine r
sands
>�V
U _ '
inorganic clays of loin to
t - o
Cs'
medium p1mticity', gravelly I
g a
clays, sandy clays, silty clays, I
1
lean clays j
^
�
Organic silts and organic -,ilt,
Z
CL
i
- clays of low plasticity
L
i
( S
`
Inorganic silts, noor
ao
,l{;—;
diatomaceous fine, sands or silts.
elastic silts }
-
Inorganic clays of high nlasticsty. i
CH
fat days
Organic clays of medium to I
OH
high plasticity
Peat. muck, and other high)"
Highly Organic £oils
ri
organic soils
'—
Table - (Continued)
Classification Criteria
C — Dm/Dta Greater than 4
!- a (D.)! Bety een I and 3
Dro x Dn
Not meeting both criteria for GIN
Imo, :r oC
( nV U =
Atterberg limits plot below "A" line Atterberg limits plotting
or plasticity index less than ?
in hatched area are
M ;=y
borderline classifications
j
Atterberg limits plot above "A' line
requiring use of dual
%
index greater than 7
symbols
end plasticity
`a Y,
0
!
L', _� Da/Dro Creates than 6
r,
° cr o g
z._ _ D is
, Behveen i and 3
i oZz.x
r Dsa x D.
I =,
I *lot meeting both Criteria for S 4'
'
Atterberg limits plot below A • line
Atterberg limits plotting
--' e a ek
I' or plasticity index less than 4
in hatched area are
4
borderline classifications
3 Atterberg limits plot above "A' line
requiring use of dual
4 t
and plasticity index greater than 7
I symbols
&� Flasticity Chart I I I �
roc clavifieanon of fine-grained soil, and I
fin
fraction of course -grained soils. I i
Atterberg limits plotting in hatched CH I A line
to I area are borderline classifications /) 1
_ requiring use of dual rymbois. i
Equation of A line: j i
Ps — 6.73ILL — 20)
Ln I i
n
a In en 40 bn rn $9 ao
Liquid Iim[t
9isual-manual identifi anon. see ASTbi Designation D5.485.
Reprinted from the Annual Book of AST-M Standards
tngmeering C uitbujln Y oo: vwca, u .

' 01/26/2007 16:42 9195108198
JONES ARCHITECTURE
JUN-02-2006 12�32 SECU PHOSKIE
TIE CEI� �® U.S. ARMY CORPS OF ENGINEERS
FEB 9 it WILM OTON DISTRICT
A don1d oo410 (qurzy; Herrrord U.S_GS,
QWQ-W11RO NOTIFICATION OFJUMSDICTIONALDETERMLNA
opt:rty, Owner/Ag(at, Daniel L%M for
dress: Hertford CeugtV 9abeals '
Lune tX1reSB 158 WIRMM:Karth Cgraling 2798(i
Poona No.: (2521358.b7b1
It
or
looatiof, olproperry (watcrhody, mad name/numba, town, etc.) and
f nerl irnnrlr.rJ D��-�.. n_.__, or _
PAGE 03/06
252 332 5025 P.03
T-380 P,001/006 p-931
Indicate Which tSftlte Followihev Aunty
i
Hasei! on p[sliminthty iuformarioo, there hay be atacionrle oa thc.above &sen'brd prop
sb'er'Sly eaagest you have hate Proptniy inspecisd to d¢l =oioe the extent of Deparwe
A) 11216diction. To be considered final, a )%4'diet *W4 deterroi tan roost be velif
Thereart: wtdayda an t'h. above dmenled ptgpmV subject m the paptit rnquirzmeau
Of the Clean Water Act (CWA)(33 USC § 1344). Uric" there is a ebaage in the law a
regubd0as,1W detertninarlon may be relied apon for a period uar to ta=W fi
of this notiflestion ve years
are stt=slY sugPst you have the wetlands on yet, propany dctineored Duo to t
proprsry and/or otagreseut warklaad the Corpa may nor bt: able to accomplish this t
delineation in s timely taatmcr, For a rooms rimaly delineation, you ntey Wish to oboe To be considered fined, any delineation musr be Verified by tits Corps.
The "land on Your praperty,have bees deLhemod and, the delineaaon bas bean v
Gores, We rti'ongly suggest you have ibis delinesriorr iluvi•ycd 'Upop Cnmplc
be reviewed end verified by to Corps. Ooea verified, this sunoy tioa, t
will provide do sec all areas subje" to CWA jurisdiction no y9w prop�y wbich, provided them s no e'b our publiebcd ragaiations. moy be relied upon for a ported nor to axcrrd five years_
The wetand.: have boon deltntated and surveyed and ate azowately dapiaed an hhi
The Corp' Regulatory 0f iolrtl ldOmWed below an . Unlets then is a ,
or our published teaulatimn, This� detetoation xcuiy -be relied upon for a period no, 10
Years Limn the dare of this notioCation.
Tbere are no warm of the U.S, to inctttde wetands, present ou she sbo ro descdbod pt
arc subject W the petait requirelmarty of SecgoR 404 of The Clean Water Act (33 tISC
there is a ehtinge is The law or our published rcgu"Onst this dcmInlitTation retry be rel
per+od eat to aKeotsd 8va years from the dam of this aatWcstiva.
Tho properry is located in oat oftho 20 Coastal Counties subject to regu]agon under
Managerhxerht Act (CAMA). You should etmtaet ire Division of Coastal MaasSemaur Waahtnglon, NC, at (Z542) 446-6481 to detotat(Ab their raquirinnonts_
arks: Doatrmiaadon based on Mood site iaapection condueied on Marc
`ifieation of propuny boundaries. h 24, 2004 fb
I Regulatory
PA/o2r2oo.
Soo/zoj'a 06Ety
asxn -d:)vsp 46E1
Opy
ry. We
of the Army
l by the Corps.
von 404
Published
t the date
size ofyout
a corTsr'ILamt
find by the
bwMr should
ne depiction of
to in ore law or
sigatd by
e is the law
al five
apertY wpich
1344)_ Ualsas
ed upon for a
Coastal Area
Yagc 1 of 2
TEr TT 9nn7.,9�ec,

t 01/26/2007 16:42 9195108198
JUN-02-2006 12:32 SECU AHOSKIE
••^ -••� •�•�m rn-vrnrrumu WkIlllyr
JONES ARCHITECTURE PAGE 04/06
252 332 5025 P.04
i-300 P 004/006 F-931
90a/fall
rnld. M0r110771
irnent of dredged or fill matrrial wid in waters of the US and/or wetlands without a De urtwmv of the
( permit pray causdrovr a violation ofSecuon 301 of the Clean Wavw Act (33 USC § 13 11). rfyou
any questions rtpz&ug this determination and/or the Corps regulatory program, p1cm 9 cotuact
ey L. Wheeler at (2<21 rZS-16T6 et- 24.
i
For Dctettnir od= PJrooerty dnu not MILT In wetlands as deGned by 1087 USArrrr v Corns o£
is Regulatory Official {finial):
OFFICE USE ONLY.
• A plat ar skotcb of the property and Ile wedaad drat form must be aftaeeed to
farm
• A copy of the "Nodficatlmt Of Administmrive Appeal Options Aud Process At
Append" form muss be transmitted with rbc property ownedagtmt copy of this I
• If tht; proporty oormips rsolawd watlands/waters, pleese indtaate in ` umarka"
to "raolmed DexmuWadoa lnformvion Sheet" w the fr70 copy of Ibis form.
'• 08cro
I
I
copy of ll,s
Iasi For
and attach
Page 1 of 2
liwm 3{7YSn 66ETSL6z¢Z TftTi 900Z, C2'923

,01/26/2007 16:42 9195108198 JONES ARCHITECTURE
JUN-02-2006 12:32 SECU AHOSKIE
PAGE 05/06
252 332 5025 P.05
0
• r.
I
lz
4 K
q
M
fc
A
o �.y
II �
�J
'
,r

01/�6/200I
JUN-02-21
� 0
i
3tq
N
i
u �
m 4
N
16:42 9195106198
106 12:33 SECU HHOSKIE
i
JONES ARCHITECTURE PAGE 06/06
252 332 5025 P.06
4
1
i
TOTAL P.06

CRECE"VE:D RESOLUTION TO ADOPT STORMWATER CONTROLS
FEB TOWN OF AHOSKIE
9 2007 September 5, 2006
DW4-WARp
WFILREA the Town of Ahoskie is authorized to make rules and regulations governing the control and
discharge of stormwater from developments into the stormwater system of the 'Town and waters of the
State; and
WHEREAS, the Town of Ahoskie has recognized the need to further control stormwater from newly
developing sites within the'rown and ETJ jurisdiction of the Town; and
WHEREAS, the State of North Carolina is in the process of developing a universal stormwater rule and
guidance manual and the rule is currently being reviewed by the Rules Review Commission; and
WFIEREAS, this rule applies to the twenty CAMA counties within eastern North Carolina and the Town of
Ahoskie lies within Hertford County which is designated as a CAMA County;
NOW THEREFORE BE IT RESOLVED:
That the Town Board of Ahoskie adopts and makes it part of the stormwater requirements the provisions of
the Universal Stormwater Rule under the consideration by the Rules Review conunission as it applies to the
']'own of Ahoskie; and
That the Town of Ahoskie further requires that all new developments control the stormwater exiting the site
to a maximum discharge from the site being no greater than the predevelopment discharge from the site
using a statistical storm that has the fi-equency of occurring once in a ten year period and the storm
facilities needed to achieve this be designed in accordance with the Best Management Practices as
published by the State of'North Carolina, Division of Water Quality; and
That the Developer of the site consider the flooding potential in a ten-year storm of all the facilities
downstream of the discharge point to a point where the area of the new dewhipment is less than ten
percent of the total area considered and has no negative impact on upstream properties; and
That the Developer pay all fees and reimburse the 'Town for Legal, Engineering and other fees associated
with the review, permitting and administration of the site stormwater approval; and
That all facilities constructed by the Developer be operated and maintained by the owner of the facility. If
maintenance is not followed through with then the Town may backcharge the owner of the facility to
maintain the facility on behalf ofthe owner.
Adopted this the _ day of September, 2006, at Ahoskie, North Carolina
Linda L. Blackburn, Mayor Town of Ahoskie Attest:
(SEAL)
Evelyn Floward.'Town Clerk

RECEIVED
p-�p NCDENR
It-0ECEI U ED 127 Cardinal Drive, C
arolina
ngtoneNC 28405 �[phone] FAX [phone]
FEB 9 2007 Request for Express Permit Review
D►A► WAR( FILL-IN all information below and CHECK required Permit(s).
A or emat o Cameron. Weaveria�ncmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name James Eure
Company Partners for Hertford County Public Schools Foundation
Address P.O. Box 1065 City/State Ahoskie NC Zip 27910 County Hertford
Phone [phone] Fax [phone] Email NA
PROJECT Name Hertford County Housing
PROJECT SYSTEM(S) TRIBUTARY TO Ahoskie Creek (STREAM NAME) Chowan RIVER BASIN
ENGINEERICONSULTANT Jim Chandler
Company CPS Engineers PA
Address 7621 Purfoy Road Suite 201 City/State NC Zip 27526 County Wake
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ® No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
® STORMWATER ❑ Low Density ZHigh Density -Detention Pond Fligh Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.
- ------------------------------------------------------------------------- ---------------------------
WETLANDS (401) Wetlands on Property ❑ Yes ® No Isolated Wetlands on Property ❑ yes ® No
Check all that apply Wetlands Will Be Impacted ❑ Yes ® No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ® No ❑ Buffers Impacted: Acre(s)
USA COE Approval of Delineation completed ❑ Yes ® No
404 Application in process wIUSACOE ❑Yes ®No I Permit received from USACE ❑Yes []No
401 Application required ❑Yes ® No If Yes, ❑ Regular ❑ Express
--------------------------------------------------------------------------------------
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
C-V- l 23 2 . For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW Z-`i-O'1 $ 40'00
CAMA $
LQS $
401 $ Total Fee Amount $ Wit)0

North Carolina Secrctary of Start
http: //www. secretary. state. nc. us/corpomtions/Corp.aspx?Pitc mld=52..
CORPORATIONS
North Carolina
Elaine F. Marshall DEPARTMENTOF -rl-IE
Secretary SECRETARY0 F 4(E-3TATE
PO Rc:x 2..91322 Rah;igh, NC 27626-0622 i91c 80?-2:7ifi7
Corporations Home
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Printable Page
Date: 2/26/2007
Click here to:
View Document Filings I
Corporation Names
Name Name Type
NC Partners for
Hertford County Legal
Public Schools
Non -Profit Corporation Information
SOSID:
0570753
Status:
Current -Active
Date Formed:
11/20/2000
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name: Stone, Steve
Registered 701 North Martin Street
Office Address:
Winton NC 27986
Registered 701 North Martin Street
Mailing Address:
Winton NC 27986
Principal Office 701 North Martin Street
Address:
JiTRiS L.Ti1 � [�i,l�:Y•I7
Principal Mailing
No Address
Address:
1 of 2 2/26/2007 4:01 PM

North Carolina Secretary of State
http://www.secrelaty. state.nc.us/cotporatiows/Corp.aspx?Pitcmld=52.
For questions or comments about the Secretary of State's web site, please send e-mail to Webmaster.
12 of 2 2/26/2007 4:01 PM

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
ral
uary
Mr. Mark Twisdale
SECU Foundation
1000 Wade Avenue
Raleigh, NC 27605
Subject: Request for Stormwater Application
Stormwater Review SW7061226
Hertford Teacher Housing
Hertford County
Dear Mr. Twisdale:
Alan W. Klimek, P.E. Director
Division of Water Quality
RE, CUVELP
FEB 9 2007
DWQ-WARO
This office received a copy of your Sedimentation and Erosion Control Plan application and plans for the
subject project located on SR 1223 in Hertford County on December 18, 2006. North Carolina Administrative
Code 15 NCAC 2H.1000 requires that any project located in a coastal County that must receive either a
Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit apply for and receive a
Stormwater Management Permit by the Division of Water Quality.
To obtain a Stormwater Permit you must submit a completed application, application fee of $420.00, two
sets of plans and specifications showing the proposed project and all stormwater treatment units along with
engineering calculations, soils report and a narrative description. The application package should be received by
this office prior to February 22, 2007. If an application package is not received by this date we will consider the
project incomplete. We also have an Express Permitting program. If you are interested in this program you may
contact Ms. Lyn Hardison, One Stop Permit Coordinator, at 252-948-3842.
Any development of the site prior to receipt of the required permit will constitute a violation of 15A NCAC
2H.1000 and North Carolina General Statute 143-215.1 and may result in appropriate enforcement action
including civil penalty assessment of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
ogdr K. Thorpe
Environmental Engineer
Washington Regional Office
cc: W� shington Regional Office
tiChandler Palmer Speight Engineers, P.A.
North Carolina Division of Water Quality Internet: wMc %.n0caicroualitc.or- T.rOne L.
943 Washington Square Mall Phone Ci2)946-648I NorthCarolina
Washington, NC 27889 Fav [phone] Naturally

W ATF9
9
January 22, 2007
Mr. Mark Twisdale
SECU Foundation
1000 Wade Avenue
Raleigh, NC 27605
wa
Michael F. Easley, Governor w
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Request for Stormwater Application
Stormwater Review SW7061226
Hertford Teacher Housing
Hertford County
Dear Mr. Twisdale:
Alan W. Klimek, P.E. Director
Division of Water Quality
This office received a copy of your Sedimentation and Erosion Control Plan application and plans for the
subject project located on SR 1223 in Hertford County on December 18, 2006. North Carolina Administrative
Code 15 NCAC 2H.1000 requires that any project located in a coastal County that must receive either a
Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit apply for and receive a
Stormwater Management Permit by the Division of Water Quality.
To obtain a Stormwater Permit you must submit a completed application, application fee of $420.00, two
sets of plans and specifications showing the proposed project and all stormwater treatment units along with
engineering calculations, soils report and a narrative description. The application package should be received by
this office prior to February 22, 2007. If an application package is not received by this date we will consider the
project incomplete. We also have an Express Permitting program. If you are interested in this program you may
contact Ms. Lyn Hardison, One Stop Permit Coordinator, at 252-948-3842.
Any development of the site prior to receipt of the required permit will constitute a violation of 15A NCAC
2H.1000 and North Carolina General Statute 143-215.1 and may result in appropriate enforcement action
including civil penalty assessment of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
�r(c orpe
og r K. Thorpe
Environmental Engineer
Washington Regional Office
cc: A�ashington Regional Office
Chandler Palmer Speight Engineers, P.A.
North Carolina Division of Water Quality ImerneC ne�cattr�ualitc.ON One
943 Washington Square Mall Phone [phone] NOrthCarolina
Washington, NC 27889 Fax Qi21946-9215 Naturally

SW7061226
f ri'
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any 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, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
• Part A.
w 1. Project Name Hertford Teacher Housing DEC 18 2006
2. Location of land -disturbing activity: County Hertford City or Township Ahoskie Township LJVV -V �pfA R®
Q
Highway/Street SR1223 (Hertford County High Rd) Latitude 76A59'38.41" W Longitude 36A17'52.51" N
3. Approximate date land -disturbing activity will commence: Spring 2007
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Residential
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 3.0
6. Amount of fee enclosed: $ 150.00 . The application fee of $50,00 per acre (rounded up to the
next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes No_ Enclosed X
8 uG` Person to cbr tact should{erosion and,*A ikc nt;ggo rQ issues arse dunhg land disturbirg activity,:
Name James Eure E-mail Address iames.eureng ncsecu.org
Telephone[phone] Cell # Fax #
9 `(, "Landowne'r(s) of Record (attachaccompan ie'd_page'fo,list additional owner`s);
Partners for Hertford County Public Schools Foundation [phone] Fax [phone]
Name Telephone Fax Number
P.O. Box 1065
Current Mailing Address
1125 N. Academy St.
Current Street Address
Ahoskie NC 27910 Ahoskie NC 27910
City State zip City State Zip
10. Deed Book No. 668 Page No. I Provide a copy of the most current deed.
Part B.
SECU Foundation, Attn: Mark Twisdale
Name
1000 Wade Avenue
Current Mailing Address
Raleigh, NC 27605
City State
mtwisdale gnncsecu.org
E-mail Address
same
Current Street Address
same
Zip City
State
Zip
Telephone [phone] Fax Number [phone]

vo el

Name
Current Mailing Address
City State
Telephone
Name of Registered Agent
Current Mailing Address
City State Zip
Telephone
Address
Street Address
City State Zip
Fax
Address
Street Address
City State Zip
Fax
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
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there by any change in the information provided herein.
_Executive D1reC.tnr_- .SRCU Frvtndatinn
Title or A'ut[iority
October 6,2006
Date
4.'Je U `Saf::C S , a Notary Public of the County of , si 0 r",
State of North Carolina, hereby certify that C--> • 1t-tC` — k, TW Q Le . -- appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this &h day of 0C+0 �'-217 , 20 U(�
�t�ti� SGtc �C�
Notary
Scal �
My commission expires MULE 21 ZC'� 7