SW7961115_HISTORICAL FILE_20210401

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS .
PERMIT NO.
SW_wjl�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D

ROY COOPER
Govemor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
April 1, 2021
Hoffer Properties, LLC
Attention: Mr. Kenneth R. Hoffer, Manager
107 Kitty Hawk Lane
Elizabeth City, NC 27909
Subject: Stormwater Permit Renewal
Stormwater Management Permit SV 7961115
Hoffer Center Parking Lot
Pasquotank County
Dear Mr. Hoffer:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7961115 for a stormwater treatment system consisting of a wet
detention pond serving Hoffer Center Parking Lot located on NC Industrial Park Drive in
Elizabeth City, NC expires on October 25, 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://deq.nc.gov/abouUdivisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. 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
roger.thorpe(@ncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
®En Aft North Carolina Department of Environmental Quality I Division of Energy, Nimeml and Land Resources
Washington Regional Office ; 043 Washington Square Mall I Washington, North Carolina 27889
- 252.9466481

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
August 11, 2017
Mr. Kenneth R. Hoffer, Manager
Hoffer Properties, LLC
107 Kitty Hawk Lane
Elizabeth City, NC 27909
WMR O
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
Subject: Permit No. SW7961115 Minor Modification
Hoffer Center Parking Lot Expansion Plan Revision
High Density Stormwater Project
Pasquotank County
Dear Mr. Hoffer:
The Washington Regional Office received a plan revision for a proposed Hoffer Center
Parking lot expansion on August 9, 2017. 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. SW7961115 dated
August 11, 2017, for the construction of the subject project.
This permit replaces permit SV 7961115 issued October 25, 2013 and shall be effective
from the date of issuance until October 25, 2021 and shall be subject to the conditions
and limitations as specified therein, and does not supersede any other agency permit that
may be required.
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 me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
Cc Elizabeth City Building Inspections
Eastern Carolina Engineering, PC
Nothing Compares„
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wa<hinotno Regional Offire 1 441 Washinomn Snuare Mall I Washinnt.n NC 27989

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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, and LAND RESOURCES
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
Hoffer Properties, LLC
Hoffer Center Parking Lot Expansion
Located at
Industrial Park Drive, Elizabeth City, NC
Pasquotank 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 "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 Energy, Mineral, and
Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until October 25, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The total project site contains 5.62 acres. This stormwater system has been
approved for the management of stormwater runoff as described in Section 1.6 of
this permit. The wet detention pond has been designed to handle the runoff from
73,363 square feet of impervious area.
3. 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.
Nothing Compares_
State of Nonh Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mail I Washington, NC 27889
252 946 6481

4 The runoff from all built -upon area within the permitted drainage area # 1 of this
project must be directed into the permitted stormwater control system.
5. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
6. The following design criteria have been provided for Drainage area # 1. The wet
detention pond must be maintained at design condition:
a. Drainage Area,ft2 115,211
b. Total Impervious Surfaces, ftz: 73,363
C. Design Storm, inches: 1.5
d. Average Pond Depth, feet: 3:31
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 3.5
g. Permanent Pool Surface Area, ft2: 8,454
h. Permitted Storage Volume, ft3: 11,594
i. Temporary Storage Elevation, FMSL: 4.60
j. Predevelopment 1 year 24 hour: 6.71 cfs
k. Post development 1 year 24 hour: 1.07 cfs
I. Controlling Orifice: 1.25 "0
m. Permitted Forebay Volume, ft3: 3,999
n. Receiving Stream/River Basin: Charles Creek/ Pasquotank
o. Stream Index Number: 30-3-(11)
P. Classification of Water Body: "C-Swp"
In addition to the above, there is 31,967 sf of built -upon area in drainage area # 2
located along the eastern side of the property that does not flow into the wet detention
pond. This results in a total of 105,330 sf of built -upon area allowed.
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 time 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 re -vegetation of slopes and the vegetated filter strip.
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, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Nothing Compares.`
State of North Carolina I Enwonmerttal Quality I Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, NC 27889
252 946 6481

4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. 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.
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 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.
--�-_i Nothing ComparesN_
State of North Carolina I En"ronmental Quality I Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, NC 27889
2S2 946 6481

11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
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 completed Name/Ownership Change form, to the Division of Energy,
Mineral, and Land Resources, signed by both parties, and accompanied by
supporting documentation as listed on page 2 of the form. The project must be in
good standing with the Division. The approval of this request will be considered
on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral,
and Land Resources, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
4. 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.
5. 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.
6. The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. 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.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
Nothing Compares�
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall I Washington, NC 27889
252 946 6481

10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Title 15A NCAC
2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
12. This.permit shall be effective from the date of issuance until October 25, 2021.
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.
Permit issued this the 11 th day of August 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
For Tracy E. Davis, PE, CPM, Director
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SVV7961115
Nothing Compares
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, NC 27889
252 946 6481

Hoffer Center Parking Lot Expansion — Elizabeth City, NC
Stormwater Permit No. SW7961115
Pasquotank 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
'roject 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
Nothing Compares
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, NC 27889
252 946 6481

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.
Nothing Compares
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mail I Washington, NC 27889
252 946 6481

A
"ASTERN
CAROLINA
ENGINEERING. P.C.
July 25, 2017
Mr. Samir Dumpor
Dept. of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
943 Washington Square Mall
Washington, NC 27889
Subject: Updated Stormwater Management Plan (SW7961115)
Hoffer Center Parking Lot Expansion, Elizabeth City, NC
ECE Project #170061
Dear Mr. Dumpor:
Thank you again for taking the time on the phone with Mr. Pearce and myself. As discussed, I
have included (2) copies of the updated Site Plan illustrating the proposed improvements that
were listed as future on the previous permit modification. We designed the pond to accept
runoff from a 2.64 acre drainage area with a total coverage of 73,363 sf. Included in that
coverage total was 14,080 sf of future coverage. The enclosed plans show a parking lot
expansion that will add 13,486 sf to the site. Runoff from this coverage is directed to the
existing detention pond. We would appreciate your review of this plan and acceptance for its
concurrence with the approved permit. If you have any questions, please do not hesitate to
contact me at [phone].
Sincerely,
Eastern Carolina Engineering, PC
�z�;'�
ason A. Mizelle, PLS
Vice President - Surveying
cc: file
p OUi� Dl�
AUG-92011
LAND OL'A',ITY SECTiO'd
`NASHIi,"TON REG'O^SAL O-FICE
Eastern Carolina Engineering, PC
P. O. Box 128 Camden, North Carolina 27921
[phone] License C-4162
www.easterncarolinaengineering.com

Dumpor, Samir
From:
Sent:
To:
Subject:
Attachments:
Good Morning Samir,
Joseph Pearce <jpea [e-mail]>
Tuesday, July 2S, 2017 82S AM
Dumpor, Samir; Amanda Boone
Fwd: FW: Hoffer Center
ECE Response to PW Review Comments.pdf
SW7961 115 modification permit issued 10/25/2013 appears to have a mistake based on a recent site plan
submission to Elizabeth City. Specifically, the permit states "the stormwater control has been designed to
handle the runoff from 73,363 square feet of impervious area." in 1.2. and in 1.6. states a total impervious area
of 73,363 square feet; however, the permit application item III.10 states 72,712 sq.ft for Drainage Area 1 and
34,371 sq. ft. for Drainage Area 2. The permit application total impervious area is 107,114 sq.ft.
Elizabeth City currently has a site plan application to allow an additional parking lot at the site, which will bring
the total impervious coverage to 104,607 sq.ft. As the state permit states 73,363 sq.ft and the proposed plan
states 104,607 sq.ft. we have a conflict. Will you please check your files and confirm the issued permit is
incorrect in the 73,363 sq.ft limitation? If so, then an administrative permit modification seems appropriate.
1 will call soon to discuss.
Thanks for your help,
Joe
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---------- Forwarded message ----------
From: Kaitlen Alcock <kalcockQcitvofec.com>
Date: Mon, Jul 24, 2017 at 8:23 AM
Subject: FW: Hoffer Center
To: Joseph Pearce <ioearceacityofee.com>
Joe,
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Please see the attached responses from Jason Mizelle regarding the Hoffer Parking Lot exKansion. I will review
the responses as well this morning. If anything remains outstanding from a PU standpoint, please let me know.

Thanks,
Kaitlen Alcock
Planner I Community Development Department
City of Elizabeth City I p.o. box 347 1 Elizabeth City, North Carolina 27907 1 p 252.337.6672 1 IF 252.331.1291
Email comspondencc to and from thi> address may be ,ubject to the North Carolina Public Records Law and may be disclosed to third panics.
From: Jason A. Mizelle, PLS [maiIto: iason c .easterncarolinainc.com]
Sent: Friday, July 21, 2017 6:28 PM
To: 'Kaitlen Alcock' <kalcock( cityofee.com>
Cc: kim(2c casterncarolinaine.com
Subject: RE: Hoffer Center
Kaitlen
Sorry for the delayed response. We have been trying to get several things out this week. See below our
responses in red. As for PW. I have attached a response to those comments as well.
Thank you.
Jason A. Mizelle. PLS
Vice President -Surveying
2LIMASTERN
CAROLINA
OffonmiicumG. P.C.
7

154 US Hwy 158 E
P.O. Box 128
Camden, North Carolina 27921
[phone] NC Direct
[phone] cell
[phone] fax
From: Kaitlen Alcock [ma ilto:kalcockalcitvofec.coml
Sent: Thursday, July 13, 2017 4:00 PM
To: 'Jason A. Mizelle, PLS'
Subject: RE: Hoffer Center
I sent out a reminder for comments ... I received the following:
Building Inspections— The proposed revised HC parking spaces "out back" shall have the required $250 fine
signs. In addition, the existing $100 fine signs "out front" need to be modified &/or replaced with $250 fine
signs.
We will add call outs on the plan as to the appropriate signage.
Electric —NC One Call, no large trees in the utility easement
Guessing this is one for you and Karl to discuss O
Nothing received from Fire, Administration, or PD. OK.
We will need a copy of the driveway permit from NCDOT when possible. Have they approved the spacing of
the new drive?
I don't believe the spacing is an issue. I will follow up on the status of a permit.
9

Also, have you spoken with Joe (PW) regarding the stormwater permit?
See attached. (Please forward to Mr. Pierce)
Kaitlen Alcock
Planner I Community Development Department
City of Elizabeth City I p.o. box 347 1 Elizabeth City, North Carolina 27907 1 p 252.337.6672 1 f 252.331.1291
Einail correspondence to and fivm this address may be suhicct to the North Carolina Public Record; Law and nttm be disclo,ed to third partiia.
From: Jason A. Mizelle, PLS[maiIto: jasongeastemcarolinainc.com]
Sent: Thursday, July 13, 2017 3:07 PM
To: 'Kaitlen Alcock' <kalcock @citvofec.com>
Subject: RE: Hoffer Center
Did you have any other comments on this other than Joe's?
Jason A. Mizelle, PLS
Vice President -Surveying
4

ASTERN
CAROLINA
ENQmi'Q 'ZR'�TGF. P.C.
154USHwy 158E
Camden, North Carolina 27921
[phone] NC Direct
[phone] cell
[phone] fax
From: Kaitlen Alcock [mailto:kalcock(a)cityofec.com]
Sent: Friday, July 7, 2017 8:43 AM
To: 'jason'; Kim Hamby
Subject: Hoffer Center
Good Morning y'all and Happy Friday! O
I have attached the comments from Joe for' the Hoffer Center parking lot expansion. In looking through our
files, the most recent SW permit I have for the site is SW79611 15 which I forwarded to Joe. If there is a more
recent permit, please let me know.
To contact Joe directly, either call the office 337-6628 or email him at jpearceamcityofec.com
If you need anything from me, just let me know.
Thanks,

Kaitien Alcock
Planner I Community Development Department
City of Elizabeth City I p.o. box 347 1 Elizabeth City, North Carolina 27907 1 p 252.337.6672 1 f 252.331.1291
Email aarespondence to and li-om thin address may be .ubjeet to the North Carolina Public Records Law and may be disclosed to third parties.
Virus -free. www.avq.com
Joseph Pearce, PE CFM Env-SP
Public Utilities Director
City of Elizabeth City
PO Box 347, Elizabeth City NC 27907
Office: [phone]
Cell: [phone]

Please see our responses below in red
Sl,oppe, mot'
Project:
Hoffer Center- re
Seal Date:
There is no seal!
Reviewer:
Joseph Pearce PE CFM
Review Date:
7/7/17
Please note Requirements are underlined and Recommendations are italicized.
Comments:
1. Stormwater Controls: Permit Number SW7961115 dated 10/25/2013 was provided as a
supplement to the submittal package. This permit states the stormwater control is designed to
handle the runoff from 73,633 square feet of impervious area. These plans indicate 104,067
square feet of impervious area. It also appears the existing site may be in non-conformance
with the existing permit due to the prior addition of impervious area without permit
modification. Please explain the discrepancy.
The permit was for the additional impervious coverage beyond what existed at the time of the
2013 plans and specifically for the Drainage Area indicated on the plans (See Sheet C300). The
existing impervious areas outside of that drainage area are excluded from the permit
modification.
2. SW Permit Number SW 7961115 Condition 11.9, requires that the permittee shall submit to the
Director of DEMLR and have received approval prior to construction for any modification of the
approved plans, including "addition to the approved amount of built -upon area". Provide
documentation from DEMLR that approval has been granted for this Parking Lot Expansion
Phase 2.
See response in note #1 above. The proposed impervious improvements are included in the
aforementioned permit.
3. Provide stamped and sealed plans.
As has been an accepted policy with City submittals in the past, we will provide signed &
sealed plans upon receipt and confirmation that all comments from City Staff have been
addressed.
4. It appears that wastewater from the carwash pad is running off the pad and onto the ground
and potentially into stormwater. Please provide a plan amendment to ensure all carwash water
is discharged to the sanitary sewer system.
Please refer to the previously approved plans (SP 05-13). These plans show the grading of that
area in addition to the improvements installed at that time. The stormwater runoff is directed
to the basin in the center of the pad and directed to the wastewater system.

5. The outfall from the stormwater detention pond could not be inspected due to brush. Please
have brush cut so that outfall and discharge pipe may be inspected as part of the stormwater
operation and maintenance plan.
Given the City StaWs recent policy on another proposed ditch cleaning just upstream of this
site, will it be allowed by all City Staff? If there is a concurrence from Public Works and
Planning on this item, we can include the recommendation as a part of this plan.
6. It is recommended that signage and/or parking traffic flow be improved. The existing "No Left'
sign is easily missed when turning onto the lot directly from Weeksville Road.
We will mention this to the property owner, but what is installed was approved by City
Planning.

wa-lp'o
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
October 25, 2013
Mr. Kenneth R. Hoffer, Manager
Hoffer Properties, LLC
107 Kitty Hawk Lane
Elizabeth City, NC 27909
Subject: Permit No. SW7961115 Modification
Hoffer Center Parking Lot Expansion
High Density Stormwater Project
Pasquotank County
Dear Mr. Hoffer:
Pat McCrory, Governor
John E. Skvarla, III, Secretary
The Washington Regional Office received a complete Stormwater Management Permit Application for
the proposed Hoffer Center Parking lot expansion on September 17, 2013. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7961115 dated October 25, 2013, for the construction of the subject project.
This permit replaces permit SW7961115 issued February 17, 1997 shall be effective from the date of
issuance until October 25, 2021 and shall be subject to the conditions and limitations as specified
therein, and does not supercede any other agency permit that may be required.
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 150E 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 me at
[phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
cc: Elizabeth City Building Inspections
Hyman & Robey
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 - Phone: [phone] / FAX: [phone]
Internet: hUp://www.portal.ncdenr.org/webArAand-quality
An Equal Opportunity / Affirmative Action Employer - 50%Recyded/10% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, and LAND RESOURCES
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
Hoffer Properties, LLC
Hoffer Center Parking Lot Expansion
Located at
Industrial Park Drive, Elizabeth City, NC
Pasquotank County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until October 25, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater control has been
designed to handle the runoff from 73,363 square feet of impervious area.
3. 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.

4 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
5. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area,ft2
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Average Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL
g. Permanent Pool Surface Ares ftft
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL:
j. Predevelopment 1 year 24 hour:
k. Post development 1 year 24 hour:
I. Controlling Orifice:
M. Permitted Forebay Volume, ft3:
n. Receiving Stream/River Basin:
o. Stream Index Number:
P. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
L!
5.
115,211
73,363
1.5
3.31
90%
3.5
8,454
11,594
4.60
6.71 cfs
1.07 cfs
1.25 "0
3,999
Charles Creek/ Pasquotank
30-3-(11)
"C-Swp"
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.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
The permittee shall at all time 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 re -vegetation of slopes and the vegetated filter strip.
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, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.

'f
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. 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 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
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 completed Name/Ownership Change form, to the Division of Energy,
Mineral, and Land Resources, signed by both parties, and accompanied by
supporting documentation as listed on page 2 of the form. The project must be in
good standing with the Division. The approval of this request will be considered
on its merits and may or may not be approved.

2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral,
and Land Resources, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
4. 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.
5. 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.
6. 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.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. 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.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until October 25, 2021.
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.
Permit issued this the 25 th day of October 2013.
NORTH C ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
For Tracy E. Davis, PE, CPM, Director
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7961115

Hoffer Center Parking Lot Expansion — Elizabeth City, NC
Stormwater Permit No. SW7961115
Pasquotank 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:
SEAL
Signature
Registration Number
Date

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.

Thorpe, Roger
From:
Vinson, Scott
Sent:
Tuesday, October 15, 2013 3:04 PM
To:
Thorpe, Roger
Cc:
Mcclain, Pat; Kim Hamby
Subject:
FW: Stormwater Permit for Hoffer Center
Attachments:
130221 - SWU-101 Application - revised coverage numbers 10-15-13.pdf
Roger,
Please see Kim's email below and the attached revised page from the application for the Shop pes at Hoffer Center
project.
Thanks,
Scott
Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and front this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
From: Kim Hamby [mailto:kimCalhymanrobey.com]
Sent: Tuesday, October 15, 2013 12:46 PM
To: Mcclain, Pat; Vinson, Scott
Subject: Stormwater Permit for Hoffer Center
Hello Pat and Scott,
I am not sure who may be performing the review for Hoffer Center, but I found a discrepancy in the coverage
calculations. The numbers are only slightly different and do not affect our pond design as we have more than sufficient
storage. I have updated the coverage sheet from the application and attached to this email for reference. Please let me
know if you also need for me to update the narrative or any of the calculations.
Thank you,
Kim
Kimberly D. Hamby
Engineering Project Manager
Hyman & Robey, PC
P. O. Box 339, 150 US Highway 158 East
Camden, North Carolina 27921
252.335.1888 office ext. 818
252.337.8918 direct
252.331 2390 fax
HYMAN ®�
email: kimPhymanrobev.com ROBEYM

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from the front portion of the existing retail center will continue to sheet flow to existing perimeter
swales. Runoff from the exising building, existing parkign behind the building, and the new parking lot
expansion will be collected in pipes and swales and routed to a wet detention basin for 90% TSS removal
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW — 1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Pasyuotank River basin.
4. Total Property Area: 5.62 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area': 5.62 acres
Total project area shall be calculated to exclude the following the normal pool of onppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 43 %
9. How many drainage areas does the project have?2 (For high density, count I for each proposed engineered
Stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area
Drainage Area
Receiving Stream Name
Charles Creek
Charles Creek
Stream Class *
C; Sw
C; Sw
Stream Index Number *
30-3-11
30-3-11
Total Drainage Area (sf)
115,211
129,679
On -site Drainage Area (sf)
115,211
129,679
Off -site Drainage Area (sf)
0
0
Pro osed Impervious Area** (sf)
73,363
0
Im ervious Area** (total)
63.7%
24.7%
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
646 -
0
On -site Streets (sf)
0
0
On -site Parking (sf)
22,294
0
On -site Sidewalks (sf)
163
0
Other on -site (sf)
457
0
Future (so
14,080
0
Off -site (so
0
1,291
Existing BUA*** (sf)
35,723
30,676
Total (sf):
73,363
31,967
* Stream Class and Index Number can be determined at: htty://nortalnedenr org/zoeb/wg[ps/csu/classi ications
** Impervious area is defined as the built upon area including, but not hunted to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
— —
8
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina t L. ,17tir= -
F. r.' a
Department of Environment and Natural Resources I b � L � k F'
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FOIiM � � 2013
This form may be photocopied for use as an original �JLLitI L
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Hoffer Center Parking Lot Expansion
2. Location of Project (street address):
Industrial Park Drive
City: Elizabeth City County: Pasquotank Zip: 27909'
3. Directions to project (from nearest major intersection):
From the intersection of US 17 Business and NC 344. travel southeast on NC344 approximately 2.3 miles
to SR 1206 (Industrial Park Drive). Turn right onto Industrial Park Drive. Project is on the right behind the
existing Hoffer Center facility.
4. Latitude:36° 16' 31" N Longitude:-76* 12' 49" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW7961115 , its issue date (if known) February 17, 1997 , and the status
of construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 2.00 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07Jun2010 Page 1 of 6

.t
III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the proiect):
Applicant/Organization: Hoffer Properties LLC
Signing Official & Title: Kenneth R. Hoffer. Manger
b.Contact information for person listed in item la above:
Street Address: 107 Kitty Hawk Lane
City: Elizabeth City State: NC Zip: 27909
Mailing Address (if applicable): same as street address
City: State: Zip:
Phone: ( 252 ) 202-6682 Fax: ( 252 ) 331-2886
Email: kenh®hofferflow.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser' (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer" (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/1
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
State:
Mailing Address (if
Zip:
Phone: ( ) Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Hyman & Robey PC
Signing Official & Title: Sean C. Robey, PE
b.Contact information for person listed in item 3a above:
Mailing Address: P. 0. Box 339
City: Camden
Phone: ( 252 ) 335-1888
Email: sean®hymanrobey.com
State: NC s Zip: 27909
Fax: (- 252 ) 331-2390
4. Local jurisdiction for building permits: City of Elizabeth City
Point of Contact: Stanley E. Ward Phone #: ( 252 ) 337-6868
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, bnefly summarize how the stormwater runoff will be treated.
Runoff from the front portion of the existing retail center will continue to sheet flow to existing perimeter
swales Runoff from the exising building existing parkinn behind the building and the new parking lot
expansion will be collected in pipes and swales and routed to a wet detention basin for 90% TSS removal
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. if claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 5.62 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area': 5.62 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 43.7 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina a Area 1
Draina e Area 2
Drainage Area.
Draina e Area
Receiving Stream Name
Charles Creek
Charles Creek
Stream Class *
C; SW
C; Sw
Stream Index Number *
30-3-11
30-3-11
Total Drainage Area (sf)
115,211
129,679
On -site Drainage Area (sf)
115,211
129,679
Off -site Drainage Area (sf)
0 41
v) 0
Pro osed Impervious Area** (sf)
-'2:%'13 934,371
Im ervious Area** (total)
�- 665
27%
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Draina e Area _
Drainage Area _
On -site Buildings/Lots (so
696
0
On -site Streets (so
0
0
On -site Parking (sf)
21,954 y
0
On -site Sidewalks (so
163
0
Other on -site (sf)
94 45
0
Future (sf)
14,080
0
Off -site (sf)
0
1,291
Existing BUA*** (sf)
35,725
j 33,080
Total (sf):
329i2 1
34,371
Stream Class and Index Number can be determined at: hth)://vortal ncdenr org rvebhvq/ps/csu/classifications
*" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 071un2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 028.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http:///portal ncdenr.org/web/wq/ws/su/bmp-manual.
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. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http•//portal ncdenr org/web/wq/ws/su/mals.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http•//portal ncdenr.org/web/wq/ws/su/statesw/forms docs.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org[pages/onesto-pexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within' i mile of the site boundary, include the' i
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
k,h
h
Form SWU-101 Version 07Jun2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify ccw1_
A copy of the most current property deed. Deed book: 738 Page No: 302
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
httl2://www.secretary.state.nc.us/Coa2orations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl l" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].) ,I pF ,�
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htto://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Sean C. Robey. PE
Consulting Firm: Hyman & Robey, PC
Mailing Address: P. O. Box 339
Phone: ( 252 ) 335-1888
Email: seanQhymanrobey.com
State: NC Zip: 27921
Fax: ( 252 ) 331-2390
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 071un2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date:
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item -la) Kenneth R. Hoffer, Manager
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable sto to rules under 15A N AC 2H .1000, SL 2006-246 (Ph. II — Post Construction) or SL 21008-211.
Signature: Date: -7 3 `3
a Notary Public for the State of iJ • 6arcl; rt1 . County of
gy iQJ(zr�nL . do hereby certify that lzle'7�lt Z. /4-6F1q9E:Vz1 personally appeared
before me this 31 day of , U (_!: f . 201S • and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
JASON A. MIZELLE
NOTARY PUBLIC
PASQUOTANK COUNTY, N.C.
SEAL
My commission expires 6e. --- /§ i Zen S
Form SWU-101 Version 07Jun2010 Page 6 of 6

Permit No
(to Wp lvded by
®GA
NCDENR
Project name
Contact person
Phone number
Dale
Drainage area number
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
[phone]
9/1012013
01 WATf",
,5O�
o
II.: DESIGN INFORMATION-:,.-�:;f,;:L=
Site Characteristics
Drainage area
Impervious area, post -development
%impervious
Design rainfall depth
Storage Volume: Non-SAWatem
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pm/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanoul, bottom elevation
Sediment storage provided
Is there additional volume stored above the stale -required temp. pool?
Elevation of the top of the additional volume
115,211 ft2
72,712 ft
63.11 %
1.5 in
9,292 0
11,594 ft'
OK, volume provided is equal to or in excess of volume required.
N (Y or N)
3.1 in
0.49 (unidess)
0.70 (unidess)
5.21 inmr OK
6.71 ft3/sec
1.07 ft3/sec
-564 ft'/sec
4.60 fmsl
3.50 lmsl
3.50 fmsl
4.00 fmsl
3.00 fmsl
-3.00 fmsl
4.00 fmsl
1.00 ft
Y (Y or N)
4.6 fmsl OK
Form SW401-Wet Detenbon Basin -Rev, 9-4/18112 Parts I b 11 Design Semmary, Page 1 of 2

Permit No
(to be voWded by DWO)
,�..r..,q ..
Ill.' -:DESIGN
Surface Areas
Area, temporary pool 11,733 82
Area REQUIRED, permanent pool 8,445 fl
SAIDA ratio 7.33 (unidess)
Area PROVIDED, permanent pool, Ap _,,
8,454 fl
Area, bottom of 10111 vegetated shelf, A, met
4,860 fl`
Area, sediment cleanout, top elevation (bottom of pond), A,.,
156 fl`
Volumes
Volume, temporary pool
11,594 ft3
Volume, permanent pool, V,,,,,yo
21,889 113
Volume, forebay (sum of forebays it mom than one forebay)
3,999 it'
Forebay %of pemmanent pool volume
18.3% %
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
7.33 (unidess)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Ve _,,
21,889 it'
Area provided, permanent pool, Ar, _pw
8,454 tit`
Average depth calculated
it
Average depth used in SA7DA, d,,, (Round to nearest 0.5(1)
It
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, Ap,,,,_,d
8,454 tit`
Area, bottom of 10ft vegetated shelf, Ay ram
4.860 it`
Area, sediment cleanout, top elevation (bottom of pond), A,,.b
156 ffz
'Depth' (distance blw bottom of 10ft shelf and top of sediment)
6.00 it
Average depth calculated
3.31 If
Average depth used in SAIDA, cl , (Round to down to nearest 0.5ft)
3.0 ft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of critics (d-non-circular)
Coefficient of discharge (Co)
Driving head (He)
Drawdown through weir?
Weir type
Coefficient of discharge (C,.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume dmwdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
125 in
in
0.60 (unless)
0.37 it
(Y or N)
(unitless)
(unitless)
it
_fl
E71 fl3/sec
1.07 ft3/sec
0.05 ft3/sec
2.64 days
3 .1
10 :1
10.0 it
4 :1
3.5 :1
Y
(Y or N)
2.4 it
N
(Y or N)
N
(Y or N)
Y
(Y or N)
no
OK
OK
Need 3 it min
OK
Insufficient. Check calculation.
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
OK
Insufficient. Recorded drainage easement required.
OK
m ) (oC0.fe—d 6 T1
Sin9)f 100-MP-I-
Fonn SW401-Wet Detenbon Basin-Rev.9-4118112 Parts I. & II. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
T ,r::;.ay.,�,g re•. ro. 1 �i` 6'{. 'rf yn,r Oil, /aAS"�(Yr-`:. ?^✓,:.r,,e.� ^,<,g,e,: e ..3.
III RE UIREDiITEMS;CHECKLIST ^o�. 1�fcr
Q � _�a.wllpy�.�t.,rtno ,'� wr. �a J�N1� dr? r ,d+n��..w,•'rd. $^l-r3nA&�.� dLY �. 'M�'
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
kft C300-C301 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
C903-C904
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
A?Ah
C903-C904
3. Section view of the wet detention basin (r = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
C902
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
v
f r r
Narrative
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
t[ 1
C902
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Narrative
7. The supporting calculations.
Attached
B. A copy of the signed and notarized operation and maintenance (0&M) agreement.
kith
N/A
9. A copy of the deed restrictions (if required). A 11 Lkra i 6ir tk_ owrefshi p .
4hNarrative 10. A soils report that is based upon an actual field investigation, soil borings, and infiltraflon tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.9-4118112 Part III. Required Items Checklist, Page i of 1

September 10, 2013
Mr. Scott Vinson
Dept. of Environment and Natural Resources
Land Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Management Permit
Hoffer Center Parking Lot Expansion
HR Project. # 130221
Dear Mr. Vinson:
HUMAN ❑ o
ROBEY-0
l E �-- E E
SEP 1 1 2013
F-7;, n AA
Enclosed for your review and approval, please find the following items:
1. Two (2) copies of the plans for the above referenced project.
2. The original and one (1) copy of the executed Stormwater Permit Application with
required supplement and operation and maintenance agreement.
3. Two (2) copies of the project narrative and appendix containing: Stormwater and Erosion
Control Calculations, a printout from the USDA Web Soil Survey website, a portion of the
USGS quad map showing project location, the FEMA FIRMette for the site, the current
deed for the property, and a copy of printouts from the Secretary of State website
indicating managers for Hoffer Properties, LLC
4. A check in the amount of amount of $505.00 for the required fee for the permit
modification.
If you have any questions, please do not hesitate to contact this office at [phone].
Sincerely,
Hyman & Robey, PC
Kimberly D. Hamby
Engineering Project Manager
cc: file
Mr. Ken Hoffer
P. O Box 339 Camden, North Carolina 27921
[phone] License C-0598
w .hymanrobey.com

op
State of North Carolina
Department of Environment,
Health and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Mr. Kenneth Hoffer
P.O. Box 2145
Elizabeth City, NC
Dear Mr. Hoffer:
DIVISION OF WATER QUALITY
February 17, 1997
27909
Subject: Permit No. SW7961115
Shoppes at Hoffer Centre, Lot 1
Low Density Stormwater Project
Pasquotank County
The Washington Regional Office received the completed
Stormwater Application for the subject project on February 17,
1997. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7961115 dated February 17, 1997 to Mr. Kenneth Hoffer.
This permit shall be effective from the date of issuance until
rescinded and shall be subject to the conditions and limitations as
specified therein.
If any parts, requirements, or limitations contained in this
Permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form
of a written -petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447.
Unless such demands are made this permit shall be final and
binding.
943 Washington Square Mall, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opponuninv Aliinnative Action Employer

Mr. Kenneth Hoffer
February 17, 1997
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (919) 946-
6481, extension 264.
Sincerely,
Roger K. Thorpe
Water Quality Supervisor
Washington Regional Office
cc: Robey Associates
Pasquotank County Inspections
vWashington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7961115
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW 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
Mr. Kenneth Hoffer
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
The Shoppes at Hoffer Centre, Lot 1, located at Elizabeth City, NC.
The Permit shall be effective from the date of issuance until
rescinded and shall be subject to the following specific conditions
and limitations:
I. DESIGN STANDARDS
1. The following criteria are approved as meeting 'the
stormwater rules for this project:
a. The total area for this project is 5.6 acres.
b. Total impervious area for this project site is 0.74
acres.
C. Total -number of lots is one.
d. Allowable built -upon area must be consistent with
plans and application submitted by permittee.

2. The overall tract built -upon area percentage or lot sizes
for the project must be maintained at levels at least as
stringent as the low density levels specified in the
stormwater rules.
3. The development must demonstrate that no areas within the
project site are of such high density that stormwater
runoff threatens water quality.
4.. Approved plans and specifications for projects covered by
this permit are incorporated by reference and are
enforceable parts of the permit.
5. The only runoff conveyance systems allowed will be
vegetated conveyances such as swales with minimum side
slopes of 3:1 (H:V) or curb outlet systems as defined in
the stormwater rules and approved by the Division.
6. No piping shall be allowed except:
a. That minimum amount necessary to direct runoff
beneath an impervious surface such as a road
b. That minimum amount needed under driveways to
provide access to lots.
7. Projects covered by this permit will maintain a minimum
30 foot wide vegetative buffer between all impervious
areas and surface waters.
8. No homeowner/lot owner/developer shall be allowed to fill
in, alter, or pipe any vegetative practices (such as
swales) shown on the approved plans as part of the
stormwater management system without submitting a
revision to the permit and receiving approval from the
Division.
9. Deed restrictions are incorporated into this permit by
reference and must be recorded with the Office of
Register of Deeds. A copy of the recorded restrictions
must be received by this Office within 30 days of the
date of recording. Recorded deed restrictions must
include, as a minimum, the following statements related
to stormwater management:
a. A statement of the allowable built -upon area per
lot in the following form:
"The allowable built -upon area shall not exceed
0.74 acres, inclusive of that portion of the right-
of-way between the front lot line and the edge of
the pavement, structures, pavement, walkways of
brick, stone, slate, not including wood decking."
4

b. Items related to stormwater management must remain
in the deed restriction, and this is to be
indicated by including the following:
"The covenants pertaining to stormwater regulations
may not be changed or deleted without concurrence
of the State."
C. To assure that vegetated conveyances are not piped
(in accordance with item 5) deed restrictions must
indicate that:
"Filling in or piping of any vegetative conveyances
(ditches, swales, etc.) associated with the
development except for average driveway crossings,
is strictly prohibited by any persons."
10. The Engineer/Owner/Developer/Permittee must certify in
writing that the project's stormwater controls, and
impervious surfaces have been constructed within
substantial intent of the approved plans and
specifications.
11. 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.
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.
II. SCHEDULE OF COMPLIANCE
1. The permittee shall comply with the following schedule for
construction and maintenance of the Low Density Option
stormwater systems:
Q

a. Swales and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be
operational for their intended use prior to the
construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the swales or other vegetated
conveyances will be repaired immediately.
2. The permittee shall at all times provide the operation and
maintenance necessary to operate the permitted stormwater
management systems at optimum efficiency to include:
a. Inspections
b. Sediment removal
C. Mowing, and revegetating of
d. Immediate repair of eroded
e. Maintenance of side slopes
plans and specifications.
the side slopes
areas
in accordance with approved
3. The permittee shall submit recorded deed restrictions limiting
built -upon area per lot in accordance with Part I, item 9,
within 30 days of the date of recording.
4. The Permittee shall submit the Engineer/Owner/Designer/
Permittee Certification in accordance with Part I, item 12,
within 30 days of completion of the project.
5. The permittee shall submit all information requested by the
Director or his representative within the time frame specified
in the written information request.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to an enforcement
action by the Division of Water Quality, in accordance with
North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until
revoked or terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director
from reopening and modifying the permit, revoking and
reissuing the permit, or terminating the permit as allowed by
the laws, rules and regulations contained in Title 15A of the
North Carolina Administrative Code, Subchapter 2H.1000; and
North Carolina General Statute 143-215.1 et.al.
6

5. The permittee shall submit to the Director and shall have
received approval for revised plans, specifications, and
calculations prior to construction, for those revisions under
any of the following conditions:
a. Any additions, deletions or redesign of the previously
permitted amount of built -upon area proposed regardless
of the size of the modification.
b. Further subdivision of the project area.
6. The permit is not transferable to any person except after
notice to and approval by the Director. The Director may
require modification or revocation and reissuance of the
permit to change the name and incorporate such other
requirements as may be necessary. A formal permit request
must be submitted to the Division of Water Quality accompanied
by the appropriate fee, documentation from both 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.
7. 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.
Permit issued this the 17 th day of February, 1997.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/G
'�—A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management commission
Permit Number SW7961115
7

R"E'VF,D
01VISION OF _NVIRONMENTAL MANAGE_` E= WASH'1 LC I OFFICE '
NORTH CAROLINA STORMWA_TTR MANAGZ"K T PERMIT- APFLiCANON poV z t 1996'
D. E. M.
I. GE.YERAL INFORMATION:
1.P-o7ectName: The Shoppes at Hoffer Centre a
2. Project Location: (COUnt_!, State Rcad, Address) pasauotank County
Elizabeth City, NC 168 - Weeksville Highway
3. Owner's Name: Kenneth Hoffer Phcne: 331-1997
4. HailingAddress: P.O. Box 2145
Cit Elizabeth Citv State NC zip 27909
:. Application Date: > > /6/o6 '_e Suomitted: Q2'?5.00
7. NearestReceiving Stream: Charles Creek Class:C SW
S. Projec-Descz4pt'on: Commercial - 6 unit strip shops
iSt -2-117
II. PERMIT iW. ORMATION p
1. Permit No. (will be completed by DEM) : S(.✓%7 �o ���s
2. Permit T_-.rpe: x New Renewal
uodificaticn (existing permit nc.)
3. Project Type: x Low Density _Detention
Infiltration Other
4. Other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
x Sediment/Erosion Control C YA Major 404 Permit
III. PROJECT BUILT UPON AREA
- Drainage Drainage
Basin 3asin akdcwn of Impervious areas
Classification CSw 3u'ldings 0.22 Ac
Allowable Impervious 30% Rcads
Total Project Area 5.6 .c Parking n.c;V Ar
Proposed Imperious 0.74ac Otter
$ Impervious Area 13,129% ?otals 0.74 ar

IV. STORNWATER TREATMENT (Describe how runoff will be treated):
All stormwater will be routed through grass lined swales with 3:1
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of anv lot. Please see Attachment A for specific
requirements.
By your signature below, you certify that the recorded deed restrictions and
protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the covenant cannot be changed
or deleted without concurrence from the State, and that they will be recorded
prior to the sale of any lot.
OWNER'S CERTIFICATION
1, Kenneth Hoffer certify that the
(Please print name cLearly)
information included on this hermit application form is correct, that the project will
be constructed in conformance with the approved plans, that the deed restrictions will
be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the below named person or firm to submit stormwater plans on my
behalf. (�
l ., J /,L ry n IslI4�
AUTHORIZED AGENT
Person or Firm Name: Sean C. Robey, PE Robey Associates Engineering
Mailing Address: p,(), PDX 2705
City Ftizaheth city State NC Zip 27906
Phone: [phone]
Please submit application, fee and plans to appropriate Regional Office.
(see attached map)
-2-

ROBEY ASSOCIATES
ENGINEERING
Mr. Bill Moore
Dept. of Natural Resources and Community Development
Water Quality Section
1424 Carolina Avenue
P.O. Box 1502
Washington, NC 27889
Subject: Sedimentation/Erosion Control Plan
The Shoppes at Hoffer Centre
Proj. #523
Dear Mr. Moore:
SEANC. ROBEY, P.E.
Office [phone]
Fax [phone]
November 8, 1996
Enclosed for your review and approval, please find the following items:
RECEIVED
WASHINGTON OFFICE
NOV 2 1 1996
D. E. M.
1. Two (2) copies of the "Grading, Drainage and Sediment & Erosion Control Plan"
2. One (1) copy of the Stormwater Exemption Application.
3. Check in the amount of $225.00 for the required fee.
Please note a sedimentation and erosion control plan has been submitted as of this date.
If you have any questions, please do not hesitate to call.
cc: Mr. Kenneth Hoffer
file
enclosure(s)
Mailing Address: P.O. Box 2705 Elizabeth City, NC 27906-2705 Office: 523 S. Hughes BAA Elizabeth City, NC 27909