SW7960307_HISTORICAL FILE_20200602

STORMWATER,DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS j
PERMIT NO.
SW 7Q(p03d %
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
Ms. Diana Gallop
1521 Rivershore Road
Elizabeth City, NC 27909
Dear Ms. Gallop:
wo,
NORTH CAROLINA
EnWlronmvdal Quality
June 2, 2020
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7960307
McPherson Place
Pasquotank County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7960307 for a stormwater treatment system consisting of a wet
detention pond serving McPherson Place located at 1016 W. Ehringhaus Street,
Elizabeth City, NC expires on November 21, 2020. This is a reminder that permit
renewal applications are due 180 days prior to expiration. We do not have a record of
receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
t e '.nc.gov/abQUt/divisions/energy-Mineral-land-rQsQurces/energy-mineral-land-
rules/stormwater-Drol7ram/cost-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 meat [e-mail].
Sincerely,
�
Ro er Kl. Thorp
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
FW Washington Reglonal Office 1 943 Washington Square Mail 1 Washington, North Carolina 27869
auca� 252.946.6491

■ Complete items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
a Attach this card to the back of the ma`ilpiece,
or on the front if space permits. 1JW
1, Article Addressed to:
MCPHERSON PLACE
ATTN: MS DIANA GALLOP
1521 RIVERSHORE RD
ELIZABETH CITY NC 27909
A. Signature
X ❑ Agent
❑ Addressee
tfv y n Name C to of Des q ry
I (/
D. Is delivery address di ferq(t*om Item 1? ❑ Yes
if YES, enter delivery address below: ❑ No
3. Service Type
Certified Mail ❑ Express Mall
❑ Registered C3 Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? {Extra Fee) ❑ Yes
2. Articl, `7001 0100 0000 ;8379 3907 _
PS Form,-3811, February 2004 Domestic Return Receipt
102595-02-M-1540

UNITED STATES POSTAL SERVICE
• Sender: Please print your name, address, and ZIP ifis box •
• w<
N. C. Department of Environment
& Natural Resources
Washington Regional Office
DWQ/Surface Water Protection
943 Washington Square Mall
Washington North Carolina 27889

Q`ao WATF9pG
r
> —i
August 17, 2006
Certified Mail/Return Recei t Re uested
7006 0100 0000 8379 3907
McPherson Place
Attn: Ms. Diana Gallop
1521 Rivershore Road
Elizabeth City, NC 27909
Dear Ms. Gallop:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject:: 2nd Notice
Stormwater Permit No. SW7960307
McPherson Place
Pasquotank County
Alan W. Klimek, P.E. Director
Division of Water Quality
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW7960307
for McPherson Place on April 16, 1996. This permit expired on April 16, 2006. Section .1003(h) of 15 A
NCAC 2H .1000 (the stormwater rules) requires that applications for permit renewals shall be submitted
180 days prior to the expiration of a permit and must be accompanied by a processing fee, which is
currently set at $420.00. If this is still an active project please complete and submit the enclosed
renewal application in a timely manner. If this project has not been constructed and a permit is no
longer needed, please submit a request to have the permit rescinded. If you have sold the project, or
are no longer the permittee, please provide the name, mailing address and phone number of the
person or entity that is now responsible for this permit.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a.valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact me or a member of the coastal stormwater staff with
DWQ at 252-946-6481,
incerely,
AI Hodge ©Iona Supervisor
Surface Water Protection Section
Washington Regional Office
cc: L/Washington Regional Office
North Carolina Division of Water Quality Internet: www.ncwaterqualitv.org 7�TOne
943 Washington Square Mall Phone [phone]V O Carolina
Washington, NC 27889 Fax [phone] Aawra l
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(Domestic
For delivery information visit our website at www.usps.,coma
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Return Receipt Fee � Yd—
(Endorsement Required) ! '��
ResMcted Delivery Fee
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Total Postage & Fees, .`'
MCPHERSON PLACE
ATTN: MS DIANA GALLOP -- .
-POS 1521 RIVERSHORE RD
°7ry ELIZAEETH CITY NC 27909
0
I

�QF WATF Michael F. Easley, Governor
�0 William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
SURFACE WATER PROTECTION SECTION
COASTAL STORMWATER PERMIT RENEWAL APPLICATION FORM
1. CURRENT PERMIT INFORMATION:
2.
K1
4
Stormwater Management Permit Number:
Permit Holder's name:
Signing official's name:
(person legally responsible for permit)
Mailing address:
State: ZipCode:
(Area Code and Number)
5. Project Name:
Phone:
6. Location of Project: (street address)
(Area Code and Number)
7. Directions to Project (from nearest major intersection)
II. PERMIT INFORMATION
Title:
City:
Specify the type of stormwater treatment (wet pond, infiltration, etc.):
2. List any changes (from project that was originally approved, attach additional pages if needed)
Do you have a copy of the original Operation and Maintenance Agreement? Yes —No
Applicant's Certification:
I, (print) , certify that the information included on this
permit renewal application, is to the best of my knowledge, correct and complete.
Signature:
Date:
Submit this completed form along with an application fee of $420.00 and a copy of the
designer's certification to the address listed below.
North Carolina Division of Water Quality 943 Washington Square Mall Phone [phone] Customer Service 1-877-623.6748
Washington Regional Office Washington, NC 27889 FAX [phone] Internet: h2o.enr.state.nc.vs
An Equal Opportunity/Affirmative Acton Employer - 50% Recycled/10% Post Consumer Paper
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
SURFACE WATER PROTECTION SECTION
COASTAL STORMWATER PERMIT NAMEIOWNERSHIP CHANGE FORM
1. CURRENT PERMIT INFORMATION:
1. Stormwater Management Permit Number:
2. Permit Holder's name:
3. Signing official's name: Title:
(person legally responsible for permit)
4. Mailing address: City:
State: ZipCode: Phone: FAX:
(Area Code and Number) (Area Code and Number)
11. NEW OWNER I PROJECT 1 ADDRESS INFORMATION
1. This request is for: (please check all that apply)
a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
b. Name change of project (Please complete Item #5 below)
c. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
2. New owner's name to be put on permit:
3. New owner's signing official's name and title:
4.
New Mailing Address:
(Title) -
City:
State: ZipCode: Phone: FAX:
(Area Code and Number) (Area Code and Number)
New Project Name to be placed on permit:
Page 1 of 2
North Carolina Division of Water Quality Internet: n,%vw,ncwaterr ua&org One
943 Washington Square Mall Phone [phone] NorthiCarolina
Washington, NC 27889 Fax [phone]
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I
PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND THE NEW -APPLICANT IN THE CASE OF A CHANGE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Current Permittee's Certification:
I, , attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete.
Signature: Date:
New Applicant's Certification! (Must be completed for all transfers of ownership)
I, , attest that this application for an ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete.
Signature:
Date:
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
North Carolina Department of Environment and Natural Resources
Division of Water Quality, SWP
943 Washinton Square Mall
Washington, NC 27889
Page 2 of 2

V. klq
DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION:
1. Project Name: MCPher
2. Project Location: (Counts, State Road, Address) Pasquotank County
U.S. 17 Business (Ehringhaus_St.) Elizabeth_City,_NC
3. owner's Name: Diana Gall
Phone: [phone]
4. Mailing Address: �1521 Rivershore Road
City Elizabeth City _ State NC ''Z b`27909
5. Aunlication Date: 3-19-96 Fee Submitted: 385.00 V
7. Nearest Receiving Stream. Charles Creek Class: C Sw
8. Project Description: Commercial Development for Retail_ purposes
II. PERMIT INFORMATION
1. Permit No. (will be completed by DEM) : SW 7?6 U 3y /
2. Permit Type: X New Renewal
Modification (existing permit no.
3. Project Type: Low Densitv X Detention
Infiltration
4. Ot:.er State/Federal Permits/Approvals Recuired:
(Check appropriate blanks)
X Sediment/Erosion Control CAMA, Major
III. PROJECT BUILT UPON AREA
Classification
Allowable Impervious
Total Project Area
Proposed Impervious
% Impervious Area
Drainace Drainage
Bas;n Basin
C SW
30%
3.10 AC
2.25 AC
72.6
Other
404 Permit
Breakdown of Imper-ious Areas
Buildings 0.49 AC
Roads
Parking
r
Other r,
Totals 2.25 AC

X
IV. STORMWATER TREATMENT (Describe how runoff will be treated):
All runoff will be collected_by curb &_gutter with an underground
collection system and routed into a detention pond
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 any 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
I, _Diana Gallop _ certify that the
(P(ease print name clearty)
information included on this permit 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.
Owner/ Author ized`Agent Signature and Tillie
AUTHORIZED AGENT
to
Person or Firm Name: Sean C . _Robey, , _P . E . y �� Robe _ �1SSfJC'1 at.e� i nPPri ng
Mailing Address: P.O. BOX 2705
city_ Elizabeth._ City__ „C ' `'"
Phone: [phone]
state EC Zip _2790Q
Please submit application, fee and plans to appropriate Regional Office.
(see attached map)
-2-

ROBEY ASSOCIATES
ENGINEERING
CIVIL - SANITARY
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 PIan
McPherson Place
Proj. 9 470
SEAN C. ROBEY, P.E.
Office [phone]
Fax [phone]
March 19, 1996
RECEIVED
WASHINGTON OFFICE
MAR 2 1 1996
D.EM.
Dear Mr. Moore:
Enclosed for your review and approval, please find the following items:
1. Two (2) copies of the "Streets, Grading and Sediment & Erosion Control Plan",
Sheets 1 &2 of 2.
2. One (1) copy of the Stormwater Exemption Application.
3. Check in the amount of $385.00 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.
ncerely,
an C. ey, P.E.
cc: Diana Gallop
file
enclosure(s)
Mailing Address: P. O. Box 2705 Elizabeth City, NC 27906-2705 Off ce : 523 S. Hughes Blvd. Elizabeth City, NC 27909

o�OF W'q rE9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q Alan W. Klimek, P.E. Director
Division of Water Quality
March 14, 2006
Ms. Diana Gallop
1521 Rivershore Rd
Elizabeth City, NC 27909
Subject: Stormwater Permit No. SW 7960307
McPherson Place
Pasquotank
Dear Ms. Diana Gallop,
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW 7960307
to Ms. Diana Gallop for McPherson Place on 4/1511996. This permit expires on 4116/2006. Section
.1003(h) of 15 A NCAC 2H .1000 (the stormwater rules) requires that applications for permit renewals
shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. If this is still an active project please complete and
submit the enclosed renewal application in a timely manner. If this project has not been constructed
and a permit is no longer needed, please submit a request to have the permit rescinded. If you have
sold the project, or are no longer the perm ittee, please provide the name, mailing address and phone
number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact me or a member of the coastal stormwater staff with
DWQ at 252-946-6481.
S' ncerely,
L- I
AI Hodge, Reg on�upervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: Hyman & Robey, PC
Washington Regional Office
North Carolina Division of Water Quality Internet: www.ncwateraualirv.org One
943 Washington Square Mall Phone [phone]) NorthCaxohna
Washington, NC 27889 Fax {252} 946-9215 ;Vatu rally
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# State of North Carolina
Department of Environment,
Health and Natura[ Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
FZ1
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
April 16, 1996
Ms. Diana Gallop
1521 Rivershore Rd
Elizabeth City, NC 27909
Subject: Permit No. SW7960307
McPherson Place
High Density Stormwater Project
Pasquotank County
Dear Ms. Gallop:
The Washington Regional Office received the completed
Stormwater Application for the subject project on March 21, 1996.
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. SW7960307 dated April 16, 1996 to Ms. Diana Gallop.
This permit shall be effective from the date of issuance until
April 15, 2006, 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, o
permit are unacceptable, you h
adjudicatory hearing upon written
following receipt of this permit.
of a written petition, conforming
Carolina General Statutes, and
Administrative Hearings, P.O. Draw
Unless such demands are made th
binding.
a
r limitations contained in this
ve the right to request an
request within thirty (30) days
This request must be in the farm
to Chapter 150B of the North
filed with the office of
er 27447, Raleigh, NC 27611-7447.
is permit shall be final and
1424 Carolina Avenue, Washington, NC 27889 .
An Equal Opportunity Affirmative Action Employer
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}
Ms. Diana Gallop
April 16, 1996
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,
o�e—r K . T o pe
Water Quality Supervisor
Washington Regional Office
cc: Robey Associates
Pasquotank County Inspections
,.Washington Regional Office
Central Files

4
State Stormwater Management Systems
,permit No. SW7960307
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
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
Ms. Diana Gallop
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
Environmental Management and considered a part of this permit for
retail shoppes at McPherson Place in Elizabeth City, NC.
Thi* permit shall be effective from the date of issuance until
April 15, 2006, and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and
volume of stormwater described in the application and other
supporting data.
2. This stormwater system has been approved for the management of
stormwater runoff as described on pages 4 and 5 of this
permit, the Project Data Sheet(s).
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving
Stormwater Runoff:
Classification of
Water Body:
Pond Depth:
Permanent Pool
Elevation:
Total Impervious
Surfaces Allowed:
offsite Area
Entering Pond:
Green Area
Entering Pond:
4
McPherson Place
SW7960307
Pasquotank County
Ms. Diana Gallop
1521 Rivershore Rd
Elizabeth City, NC•
27909
March 21, 1996
Charles Creek
C-sw
6.0 feet
5.5 ft MSL
2.25 acres
N/A
0.85 acres

Required Surface
Area: 4051 square feet
Provided Surface
Area: 5200 square feet
Required Storage
volume: 8478 cubic feet
Provided storage
Volume: 9400 cubic feet
Temporary Storage
Elevation: 7.15 MSL
Controlling Orifice: 1.375 inch pipe
4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project game 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 the other revisions to
the project should require a modification to the permit.
6. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the
permit. Within the time frame specified'in the notice, the
permittee shall submit a written time schedule to the Director
for modifying the site to meet minimum requirements. The
permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have
been made.

5
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. The stormwater management system shall be constructed in
its entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surfaces
except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at all
times. The.approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including,, but not
limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
4. j Records of maintenance activities must be kept and made
available upon request to authorized personnel of DEM. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. This permit shall become voidable unless the facilities are
constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting
data.
6. Upon completion of construction and prior to operation of this
permitted facility, a certification must be received from an
appropriate designed for the system installed certifying that
the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other
supporting documentation. Mail the Certification to the
Washington Regional Office, 1424 Carolina Avenue, Washington,
North Carolina, 27889, attention Water Quality Section.
2

7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change to the Permittee, a formal permit request must be
submitted to the Division of Environmental Management
accompanied by an application fee, documentation from the
parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered
on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to enforcement action
by the Division of Environmental Management, in accordance
with North Carolina General Statute 143-215.6(a) to 143-
215.6(c).
3. The issuance of this permit does not preclude the Permittee
from complying with any and all statutes, rules, regulations,
or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform _
satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as
the construction of additional or replacement stormwater
management systems.
5. t The permit may be modified, revoked and reissued or terminated
for cause. The filing of a request for a permit modification,
revocation and reissuance or termination does not stay any
permit condition.
Permit issued this the 16 th day of April, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEKENT COI+44ISSION
�-A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number SW7960307
7

Ms. Diana Gallop
Pasquotank County
Stormwater Permit No. SW7960307
Designer's Certification
I, , as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
f or
(Project)
(Project Owner)
hereby state that to the best of my abilities, due care and
diligence was used in the observation of the project construction
such that the construction was observed to be built within
substantial compliance and intent of the approved plans and
specifications.
Signature
Registration Number
Date
a

ROBEY ASSOCIATES
ENGINEERING
Ctvrt - KANITAnv
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
McPherson Place
Proj. 9 470
Dear Mr. Moore:
SEAN C. ROBEY, P. E.
Office (919) 335-I888
Fax [phone]
March 19, 1996
Enclosed for your review and approval, please find the following items:
RF' F T
MAR 2 0
1996
D.EM.
1. Two (2) copies of the "Streets, Grading and Sediment & Erosion Control Plan",
Sheets 1 &2 of 2.
2. One (1) copy of the Stormwater Exemption Application.
3. Check in the amount of $385.00 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' Diana Gallop
file
enclosure(s)
Mailing Address: P. O. Box 2705 Elizabeth City, NC 27906-2705 Office : 523 S. Hughes Blvd. Elizabeth City, NC 27909

I
'4cv, 31zz'
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM WQ
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more contiguous 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, Heafth, and Natural Resources. (Please type or
print and, if question is not applicable, place N/A in the blank.)
Part A.
1. Project Name Mc _ p-rsnn P1 are
2. Location of land -disturbing activity: County Pasauotank County . City
or Township Elizabeth City ,and Highway/Street_U•S. 17 Business/Ehringhaus St
3. Approximate date land -disturbing activity will be commenced: 4 15 96
4. Purpose of development (residential, commercial, industrial, etc.) : Commercial.
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas ) : 2 .9 2
6. Amount of fee enclosed $ 70 . 00
7. Has an erosion and sedimentation control plan been filed ? Yes X No
8. Person to contact should sediment control issues arise during land -disturbing activity.
Name Diana Gallop _ _ Telephone [phone].
9. Landowner (s) of Record ( Use blank page to list additional owners.): pp� 1 a
Diana Gallo 111 �4
Name (s) ``"`�"
LIAR 20 1996
1521 Rivershore Road
Current Mailing Address Current StreWAddress ITy SECTION
Elizabeth City, NC 27909 WASHINGTON REGIONAL OFFICE
City State Zip City State Tip
10. Recorded in Deed Book No. 493 Page No. 203
Part S.
1. Person (s) or firms (s) who are financially responsible forthis land -disturbing activity (Use the blank page to list
additional persons or firms):
Name of Person (s)or Firm (s)
Mailing Address
City State Zip
Street Address
City State Zap
Telephone
Telephone

t
2. (a) If the Financially Responsible Party is not a resident of North Carolina give name aril street address of
a North Carolina Agent.
Name
Mailing Address
City State Zip
Telephone
Street Address
City State Zip
Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the certificate of assumed name, if the Financially Responsible Parry is a
Corporation give name and street address of the Registered Agent.
Name of Registered Agent
Mailing Address
City State Zip
Telephone
Street Address
City
Telephone
State Zip
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 attomey-in-
fact or it not an individual by an officer, director, partner, or registered agent with authority to execute instru-
ments for the finanacially responsible person ). I agree to provide corrected information should there be any
j; inrojT.-a:;r~n p ovided herein.
Diana Gallop Owner
Type or print narne Vile or Authority
Signature / Date
x -C. [ 3-19-96
I
a Notary Public of the County of
State of North Carolina, hereby certify that 1�; �a L ' n-U
appeared personally taet6rlpld*/day and being duly swom acknowiec
cuted by him. ���:``�e'� Y .. �7,q,
., ..
*Anotariat seal, this day of
AU I3 LAG `v
•• �; Notary
4N5 C0� \.• My commission E
RW LINO
that the above form was exe-
19 C l�
IN

McPHERSON PLACE
Project Description
The proposed site for McPherson Place is a 3.10 acre parcel located on the north side of
Ehringhaus Street between Pritchard Street and Griffin Street. There is one existing
commercial building on the site that will remain.
The parking for the proposed buildings will be asphalt and concrete pavement with curb
and gutter. Parking that will be added behind the existing building will be asphalt
pavement without curb and gutter. Underground stormwater collection will be used to
route stormwater to the proposed detention pond. The detention pond has been sized to
accommodate runoff from the entire site, existing and proposed. Calculations for the
detention pond are attached.

4
PERMANENT POOL DETENTION PONDS
DESIGN OF POND
Diana Gailop - Ehringhaus St. Property
10 Yr, 24 Hr Storm
Robey Associates Engineering
P. 0. Box 2705
Elizabeth City, NC 27909
(919)-335-1888
03/13/96
Page 1
SAIDA PERCENTAGES FOR 85% TSS REMOVAL WITH 30' VEGETATIVE FILTER
% IMPRV
3.0 FT
3.5 FT
4.0 FT
4.5 FT
5.0 FT
5.5 FT
6.0 FT
10%
0.9
0.8
0.7
0.6
0.5
20%
1.7
1.3
1.2
1.1
1.0
0.9
0.8
30%
2.5
2.2
19
1.8
1.6
1.5
1.3
40%
3A
3.0
2.6
2.4
2.1
1.9
1.6
50%
4.2
3.7
3.3
3.0
2.7
2A
2.1
60%
5.0
4.5
3.8
3.5
3.2
2.9
2.6
70%
6.0
5.2
4.5
4.1
3.7
3.1
2.9
80%
6.8
6.0
5.2
4.7
4.2
3.7
3.2
90%
7.5
6.5
5.8
5.3
4.8
4.3
3.8
100%
8.2
7.4
6.8
6.2
5.6
5.0
4.4
WATERSHED AREA:
WATERSHED % IMPERVIOUS:
PERMANENT POOL ELEVATION:
DESIGN PERMANENT POOL DEPTH:
SAIDA PERCENTAGE FACTOR:
POND SURFACE AREA REQ'D:
FOREBAY AREA:
AT WIDTH = 0.5 LENGTH,
WIDTH = 45.006 LF
LENGTH = 90.012 LF
3.1 ACRES
72.6 %
5.5 FT
6 FT
a
6.5FT 7.0FT 7.5FT
0.7
0.6
0.5
1.2
1.0
0.9
1.4
1.1
1.0
1.8
1.5
1.3
2.3
2.0
1.6
2.5
2.1
1.8
2.7
2.2
2.0
3.3
2.8
2.3
3.8
3.2
2.6
J 70 (FROM ABOVE TABLE • TAKEN FROM DESIGN OF STORM WATER
CONTROL FACILITIES WORKSHOP MANUAL - PENC 1988)
4051 SF '�
810 SF
(BASED UPON MINIMUM SURFACE AREA)
vl
Use these dimensions: WIDTH 65 LF S F SAPYyv.'JeJ
LENGTH 80 LF
VOLUME OF 1" RAINFALL
AREA OF ROOFS: 0.56 AC
AREA OF PARKING/CONCRETE: 1.69 AC
AREA OF GREEN AREAS: 0.85 AC
VOLUME OF RUNOFF 8477.87 CF
STORAGE DEPTH FOR MINIMUM AREA =
ELEVATION OF 1" RAINFALL = 7.13
Normal Pool Elevation 5.5
VOL (CF)=[(ROOF*1.0)+(PARKING-.95)+(GRASS"0.2)1*43,560/12
1.63 FT

DRAWDOWN - WATER QUALITY
Q(2 DAYS) = 0,04906 CFS
Q(5 DAYS) = 0.01962 CFS
I" RUNOFF STAGE 1.63 FT
DEPTH OF DRAWDOWN DEVICE BELOW OUTLET 1.5 FT
i" RUNOFF OUTLET DEVICE: 1.2035 INCH DIA HOLE
DIAMETER OF HOLE TO USE: 1.375 INCH DIAMETER "
1" STORM RUNOFF DRAWDOWN TIME 2.18887 DAYS
INFLOW HYDROGRAPH
Return Year Storm 10 Yr
Qp = Peak Discharge = 15 cfs
ZP
Tc = Time fo Concentration
Calculation of Tp (Time to Peak)
From SCS NEH 4, page 15-7 Eqn. 15.4
A=[Q/(Cd*SQRT(2-h))]' 144
Rad.=SQRT(A/PI)
Dia.=2*Rad.
10 min
Lag Time (L) = (1^0.8*(S+l)^0.7)/(1900*Y^0.5) for L in Hrs
where: I = hydraulic length of watershed (ft)
S = (1000/CN)-10
CN = approximately same CN from TR-55
Y = avg. watershed land slope in %
S = (1000/CN)-10 = 0.86957
L= 0.37403 hrs
From SCS NEH 4 , page 16-7 Eqn. 16.7
Tp=D/2+L
where: D = unit of excess duration rainfall (hrs)
L = Lag Time (hrs)
From SCS NEH 4, page 16-8 Eqn. 16.12
D = 0.133 tc
where: Tc = Time of Concentration (hrs) - (See Tr-55 Printout)
THEREFORE: D = 0.02217 hrs
Tp = 0.38511
hrs
23.1067
min
Volume under Hydrograph = 1.39 *
Qp * Tp =
28906.5
Cubic Feet
Page 2
1000 ft
0.86957
= 92
= 0.3 %

Inflow Hydrograph
SCS Dimensionless Hydrograph
Time Discharge Time Discharge Volume
Ratio Ratio hr cfs cf
0.00
0.00
0.00
0.10
0.03
0.04
0.20
0.10
0.08
0.30
0.19
0.12
0.40
031
0.15
0.50
0,47
0.19
0.60
0.66
0.23
0.70
0.82
0.27
0.80
0.93
0.31
0.90
099
0.35
1.00
1.00
0.39
1.10
0.99
0.42
1.20
0.93
0.46
1.30
0.86
0.50
1.40
0.78
0.54
1.50
0.68
0.58
1.60
0.56
0.62
1.70
0.46
0.65
1.80
0.39
0.69
1.90
0.33
0.73
2.00
0.28
0.77
2.20
0.21
0.85
2.40
0.15
0.92
2.60
0.11
1.00
2.80
0A8
1.08
3.00
0.06
1.16
320
0.04
1.23
3.40
0.03
1.31
3.60
0.02
1.39
3.80
0.02
1.46
4.00
0.01
1.54
4.50
0.01
1.73
5.00
0.00
1.93
Volume under hydrograph =
0
0 62
2 208
3 395
5 645
7 977
10 1373
12 1705
14 1934
15 2059
15 2080
15 2059
14 1934
13 1788
12 1622
10 1414
8 1165
7 957
6 811
5 686
4 582
3 861
2 611
2 445
1 320
1 229
1 166
0 121
0 87
0 62
0 46
0 52
0 0
27457 cf
Page 3
Based upon runoff volume = 28906.5 cf Depth req'd for minimum area = 5.55894 ft

STAGE STORAGE FUNCTION OF POND
(FOR RECTANGULER DETENTION POND ONLY)
Pond Side Slope (M) _
Minimum surface area taken at normal water level
BASIN AREA INCR
ACCUM
VOLUM
VOLUM
STAGE In
s
In Z
Z est
Elevation
S
Z
sf cf
cf
ft
5200 0
0
0 Surface area at normal pool
5.5
5644 2711
2711
0.5
7.91
-0.69
0.54
6
6106 2938
5649
1
8.64
0.00
1.02
6.5
6586 3173
8822
1.5
9.08
0.41
1.50
7
7084 3418
12239
2
9.41
0.69
1.99
7.3
7600 3671
15910
2.5
9.67
0.92
2.50
8
8134 3934
19844
3
9.90
1.10
3.03
8.5
8686 4205
24049
3.5
10.09
1.25
3.58
9
9256 4486
28534
4
10.26
1.39
4.15
9.5
9844 4775
33309
4.5
10.41
1.50
4.75
10
10450 5074
38383
5
10.56
1.61
5.37
10.5
Regression Output:
Constant
9,34346
Ks = S/Z^b
= 5535.85
Std Err of Y Est
0.00969
R Squared
0.99962
No. of Observations
7
Degrees of Freedom
5
X Coefficient(s) 1.15215 = b
Std Err of Coef. 0.01009
FOR VERTICAL SIDED DETENTION POND SET b=0, AND Ks = SURFACE AREA (SF)
STAGE DISCHARGE
(FOR RISER/BARRELL SPILLWAY
W EMERGENCY WEIR)
RISER
Dr =
30
Riser Dia. (in)
Etop -
8.00
Elev. Top Riser (ft) 11.06
Cwr -
3.33
Riser weir coeff
Cdr =
0.60
Riser orifice coeff
H 1 n =
8
Number of Holes
H 1 d =
2
Hole Dia. (in)
EHI -
7.15
Elev. Holes (1)
H2n =
0
Number of Holes
H2d =
2
Hole Dia. (in)
EH2 -
15.00
Elev. Holes (2)
H3n =
0
Number of Holes
H3d =
2
Hole Dia. (in)
EH3 =
15.00
Elev. Holes (3)
BARREL:
Db =
18
Barrel Dia. (in)
Einv =
5.50
Elev Invert Barrel (ft) Barrell Adjustment Factor
Cdb =
0.60
Barrel orifice coeff
3
Page 4
0

EMERGENCY WEIR
Pa -me 5
Cw
=
3
Weir coeff
Ecr
=
15.00
Elev weir coeff(ft)
Lw
-
20
Weir Length (ft)
Riser
Riser
Riser
Elevation
Hole
Hole
Hole
Riser
Riser
Barrel
Principal
Ernergcy
Total
(1)
(2)
(3)
(weir)
(orifice)
Spillway
Weir
Outflow
5.50
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
5.50
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
5.52
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.00
5.57
0.0
0.0
0.0
0.0
0.0
' 0.1
0.00
0.0
0.00
5.66
0.0
0.0
0.0
0.0
0.0
0.3
0.00
0.0
0.00
5.79
0.0
0.0
0.0
0.0
0.0
0.6
0.00
0.0
0.00
5.96
0.0
0.0
0.0
0.0
0.0
1.3
0.00
0.0
0.00
6.20
0.0
0.0
0.0
0.0
0.0
2.3
0.00
0.0
0.00
6.47
0.0
0.0
0.0
0.0
0.0
3.9
0.00
0.0
0.00
6.77
0.0
0.0
0.0
0.0
0.0
5.8
0.00
0.0
0.00
7.08
0.0
0.0
0.0
0.0
0.0
7.7
0.00
0.0
0.00
7.38
0.4
0.0
0.0
0.0
0.0
9.0
0.40
0.0
0.40
7.66
0.6
0.0
0.0
0.0
0.0
10.1
0.60
0.0
0.60
7.92
0.7
0.0
0.0
0.0
0.0.
11.0
0.74
0.0
0.74
8.15
0.3
0.0
0.0
1.4
9.0
11.7
2.28
0.0
2.28
8.32
0.9
0.0
0.0
4.8
13.4
12.2
5.66
0.0
5.66
8.40
0.9
0.0
0.0
6.7
15.0
12.5
7.68
0.0
7.68
8.42
0.9
0.0
0.0
7.1
15.3
12.5
8.02
0.0
8.02
8.40
0.9
0.0
0.0
6.6
14.9
12.4
7.49
0.0
7.49
8.37
09
0.0
0.0
5.8
14.3
12.4
6.74
0.0
6.74
8.33
0.9
0.0
0.0
5.0
13.7
12.3
5.96
0.0
5.96
8.27
0.9
0.0
0.0
3.6
12.2
12.1
4.53
0.0
4.53
8.22
0.9
0.0
0.0
2.6
11.0
11.9
3.48
0.0
3.48
8.17
0.8
0.0
0.0
1.8
9.7
11.8
2.64
0.0
2.64
3.13
0.8
0.0
0.0
1.2
8.5
11.6
2.04
0.0
2,04
8.10
0.8
0.0
0.0
0.8
7.3
11.5
1.59
0.0
1.59
8.07
0.8
0.0
0.0
0.5
6.1
11.5
1.26
0.0
1.26
8.04
0.8
0.0
0.0
02
4.8
11.4
1,02
0.0
1.02
8.02
0.8
0.0
0.0
0.1
3.3
11.3
0.86
0.0
0.86
8.00
0.8
0.0
0.0
0.0
0.0
112
0.77
0.0
0.77
7.98
0.8
0.0
0.0
0.0
0.0
11.2
0.77
0.0
0.77
7.92
0.7
0.0
0.0
0.0
0.0
11.0
0.74
0.0
0.74
7.86
0.7
0.0
0.0
0,0
0.0
10.8
0.71
0.0
0.71

Page 6
ROUTING OF INFLOW HYDROGRAPH THROUGH POND AND OUTFLOW DEVICE
Total
Riser
Riser
Riser
Barrel
Emerg
Time
Inflow
Storage
Stage
Outflow
Holes
(weir)
(orifice)
Spillway
t (hr)
cfs
cf
Elevation
cfs
(1+2+3)
cfs
cfs
cfs
cfs
cfs
0.000
0
0
5.50
0.00
0.00
0.00
0.00
0.00
0.00
0.039
0
0
5.50
0.00
0.00
0.00
0.00
0.00
0.00
0.077
2
62.388
5.52
0.00
0.00
0.00
0.00
0.01
0.00
0.116
3
270.348
5.57
0.00
0.00
0.00
0.00
0.08
0.00
0.154
5
665.473
5.66
0.00
0.00
0.00
0.00
0.25
0.00
0.193
7
1310.15
5.79
0.00
0.00
0.00
0.00
0.62
0.00
0.231
10
2287.56
5.96
0.00
0.00
0.00
0.00
1.27
0.00
0.270
12
3660.1
6.20
0.00
0.00
0.00
0.00
2.34
0.00
0.308
14
5365.37
6.47
0.00
0.00
0.00
0.00
3.86
0.00
0.347
15
7299.4
6.77
0.00
0.00
0.00
0.00
5.76
0.00
0.385
15
9358.21
7.08
0.00
0.00
0.00
0.00
7.73
0.00
0.424
15
11437.8
7.38
0.40
0.40
0.00
0.00
9.02
0.00
0.462
14
13441.1
7.66
0.60
0.60
0.00
0.00
10.09
0.00
0.501
13
15291.9
7.92
0.74
0.74
0.00
0.00
1096
0.00
0.539
12
16978.4
8.15
2.28
0.84
1.45
9,00
11.69
0.00
0.578
10
18283.9
8.32
5.66
0.91
4.75
13.39
12.22
0.00
0.616
8
18913.3
8.40
7.68
0.94
6.74
15.04
12.47
0.00
0.655
7
19013.4
8.42
8.02
0.95
7.07
15.28
12.51
0.00
0.693
6
18858.3
8.40
7.49
0.94
6.55
14.90
12.45
0.00
0.732
5
18630.5
8.37
6.74
0.93
5.82
14.32
12.36
0.00
0.770
4
1838E8
8.33
5.96
0.91
5.04
13.66
12.26
0.00
0.847
3
17894
8.27
4.53
0.89
3.64
1225
12.07
0.00
0.924
2
17499.8
8.22
3.48
0.87
2.62
10.97
11.91
0.00
1.001
2
17145.5
8.17
2.64
0.85
1.80
9.68
11.76
0.00
1.078
1
16857.6
8.13
2.04
0.83
1.21
8.48
11.64
0.00
1.155
1
16612.4
8.10
1.59
0.82
0.77
7.30
11.54
0.00
1.232
1
16400.5
8.07
1.26
0.80
0.45
6.11
11.45
0.00
1.309
0
16218.6
8.04
1.02
0.79
0.23
4.85
11.37
0.00
1.386
0
16056.7
8.02
0.86
0.78
0.07
3.34
11.30
0.00
1.463
0
15906.2
8.00
0.77
0.77
0.00
0.00
11.24
0.00
1.540
0
15753.8
7.98
0.77
0.77
0.00
0.00
11.17
0.00
1.733
0
15337.9
7.92
0.74
0.74
0.00
0.00
10.98
0.00
1.926
0
14878.1
T86
0.71
0.71
0.00
0.00
10.77
0.00
8,41817 = maximum stage elevation
8.01869 = maximum discharge

16
14
12
10
6
4
2
w
A Chart 1
Proposed Slte for Diana Gallop
Elizabeth City, NC
10 yr STORM
0.200 0.400 0.600 0.800 1.000 1.200 1.400 1.600 1.800 2.000
Time (hrs)
o- INFLOW(cfs)
--.— OUTFLOW (cfs)
Page 1