SW7120306_HISTORICAL FILE_20121109

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

NCDENiR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, RE. Dee Freeman
Governor Director Secretary
November 9, 2012
CERTIFIED MAIL #7011 1150 0000 4206 5605
RETURN RECEIPT REQUESTED
Mr. Robert Broadway, Member Manager
The Broadway Group, LLC
132 Holmes Avenue, NE
Huntsville, AL 35801
Subject: NOTICE OF DEFICIENCY
NOD-2012-PC-0317
Permit No. SW7120306 Modification
New Retail Store — Hertford NC (Dollar General)
Perquimans County
Dear Mr. Broadway:
On November 8, 2012, Mr. Samir Dumpor of the Washington Regional Office of the
Division of Water Quality (DWQ) inspected Dollar General development in Hertford,
Perquimans County to determine compliance with Stormwater Management Permit Number
SW7120306 Modification.
The Stormwater Management Permit Number SW7120306 Modification was issued on May
23, 2012 to The Broadway Group, LLC for Dollar General development located in Hertford,
Perquimans County. During the inspection it was noted that the project is built and
maintanined in substantial compliance with the stormwater permit SW7120306 Modification,
however the file review discovered that as of this day, the Engineer's Certification has not
been submitted.
Accordingly, the following permit condition violation was noted during the Division of
Water Quality inspection and subsequent file review:
Failure to Submit Designer's Certification
Condition II. Schedule of Compliance No. 7 of Stormwater Permit SW7120306
Modification requires that upon completion of construction and prior to operation of the
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
the permit, the approved plans and specifications, and in accordance with other supporting
documentation. As of the date of this letter, DWQ has not received this certification.
N. C. division of Water Quality
Washington Regionat Office
943 Washington Square Mali, Washington, NC 27889
Phone[phone] FAX: [phone]
Customer Service: 1-877-623.6748
Internet: www.ncwaterquality.org
An Equal Opporlunily 1AflirmaGve Aclion Employer
North Caroli na
Naturally

Page 2 of 2
REDCO Properties, LLC
Hertford County
r
Required Response
This Office requests that you respond to this letter in writing within 30 calendar days of receipt
of this Notice. Your response should be sent to this office at the letterhead address. Your
response should provide a written "Plan of Action" which outlines the actions you will
take to correct the above violation and a time frame for completion of those actions.
Thank you for your attention to this matter. This office requires that the violation as
described above be properly resolved. Unresolved violations may lead to the issuance of a
Notice of Violation and/or assessments of civil penalties.
If you have any questions or require any additional information, please contact Samir
Dumpor at [e-mail] or me at . [phone] or
Amy.Adam ,ncdenr.gov.
Sincerely,
Amy Adams
Regional Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures: inspection Report
W WaRO File Copy — SW Permit SW7120306 Modification
Karen Higgins — WBS Compliance & Permitting Unit

Compliance Inspection Report
Permit: SW7120306 Effective: 05/23/12 Expiration: 04/02/20 Owner: The Broadway Group LLC
Project: New Retail Store (Hertford, NC)
County: Perquimans Wynne Fork Rd And US Hwy 17
Region: Washington
Hertford NC 27944
Contact Person: Melissa Ballard Title: Phone: [phone]
Directions to Project:
0.4 miles northeast of the intersection of Wynne Fork Rd and US Hwy 17.
Type of Project: State Stormwater - HD - lnfiltration
Drain Areas: 1 - (Perquimans River) (03-01-52 ) ( SIB)
2 - (Perquimans River) (03-01-52 ) ( SB)
On -Site Representative(s):
Related Permits:
Inspection Date: 11/0812012 EntryTime: 10:00 AM
Primary Inspector: Samir Dumpor
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Exit Time: 10:30 AM
Phone: [phone]
Inspection Type: Compliance Evaluation
Page. 1

Permit: SW7120306 Owner - Project: The Broadway Group LLC
Inspection Date: 11/08/2012 Inspection Type: Compliance Evaluation
Inspection Summary:
Reason for Visit: Routine
On November 8, 2012, Samir Dumpor of the Division of Water Quality, Washington Regional Office inspected the Dollar
General site in Hertford , North Carolina, that holds a valid State Stormwater Permit, Sw7120306Mod. The inspection
revealed that site is in substantila compliace with the stormwater rules, however the file review discovered that No
Engineer's Certification is received os of Novemebr 9, 2012.
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation 8 Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment: As of November 9, 2012 and Engineer's Certification is not received
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment:
Operation and Maintenance
Yes No NA NE
■ ❑ ❑ ❑
❑ ■ ❑ ❑
■ ❑ ❑ ❑
❑ ❑ ■ ❑
Are the SW measures being maintained and operated as per the permit requirements? ■ ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ■ ❑ ❑ ❑
upon request?
Comment:
Page: 2

l
A WJ >Ro
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Charles Wakild, P.E.
Director
Dee Freeman
Secretary
Mr. Robert Broadway, President Hpru z, zu -1 z
S
The Broadway Group, LLCGy
132 Holmes Avenue NE
Huntsville, AL 35802
Subject: Stormwater Permit No. SW7120306
New Retail Store — Hertford, NC
High Density Project
Perquimans County
Dear Mr. Broadway:
The Washington Regional Office received a complete Stormwater Management Permit
Application for New Retail Store — Hertford, NC project on March 14, 2012 and additional
information on March 29, 2012. 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. SW7120306
dated April 2, 2012, for the construction of the subject project.
This permit shall be effective from the date of issuance until April 2, 2020, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are- unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 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 Samir Dumpor, or me at (252) 46-6481,
incerely,
f odge a
Regional Supervisor
Surface Water Protection Section
AH/sd: K:1SD1Permits - lnfiltration1SW7120306
cc: Kai Belew, 4Site, Inc. (7500 S. Memorial Parkway, Suite 209, Huntsville, AL
35802)
Perquimans County Building Inspections
Washington Regional Office
North Carolina Division of Water Quality Internet: w w,iu,%%atcrtluality_ury,
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarolina
An Equal opportunityMirmative Action Employer— 50% Recycletl110% Post Consumer Paper Natimalk
EZI

State Stormwater Management Systems
Permit No, SW7120306
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
The Broadway Group, LLC
New Retail Store -- Hertford, NC
Perquimans County
FOR THE
construction, operation and maintenance of two infiltration basins, in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as the
"storm water rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 2, 2020, 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 1.8 on page 3 of this permit. The stormwater control
has been designed to handle the runoff from total of 44,962 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7 on
page 3 of this permit, and as shown on the approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements, The final plats for the project will be
recorded showing all such required easements, in accordance with the approved
plans.
5. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all surface waters.
7. The following design criteria have been permitted for the infiltration basin and must
be provided and maintained at design condition:
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7L20306
INFILTRATION BASINS
a.
b;
d.
e.
f.
h.
I
n
0
Drainage Area, ft2:
Total Impervious Surfaces, ft2:
Design Storm, inches:
Basin Depth, feet:
Bottom Elevation, FMS.:
Bottom Surface Area, ft
Bypass Weir Elevation, FMSI�:
Permitted Storage Volume, ft
Type of Soil:
Expected Infiltration Rate, in/hr-.
Seasonal High Water Table, FMSL
Time to Draw Down, days:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
Il. SCHEDULE OF COMPLIANCE
#1
#2
35,657 30,737
21,295 23,667
1.5" 1.5„
3.0 3.0
10.00 10.00
1,709 2,142
13.00 13.00
11,013 9,939
To — Tomotley fine sandy loam
2.12 2.12
8.00 8.00
0.75 0.85
Pasquotank River Basin/
Perquimans River
30-6-(7)
"S B"
The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and what
actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. 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.
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
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7120306
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. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit
was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
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.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity 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 Water Quality, signed by both parties, and accompanied by the
appropriate documentation as listed on page 2 of the form. 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 Water Quality, 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
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7120306
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 reissuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications far 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 in writing 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 April 2, 2020.
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 2nd day of April, 2012.
NOWH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Charles Waki d .E., Director
Division of Water Quality
By Authority of the Environmental. Management Commission
Permit No. SW7120306
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7120306
New Retail Store -- Hertford, NC
Stormwater Permit No. SW7120306
Perguimans County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7120306
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Perquimans County Building Inspections
1
Page 7 of 7

•
•
E
NIFAA
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Division of Water Quality
Charles Wakild, P.E.
Dee Freeman
Governor Director Secretary
March , 2012
Mr. Robert Broadway, President
The Broadway Group
132 Homes Avenue NE
Huntsville, AL 35802
Subject: Request for Additional Information
Stormwater Permit No. SW7120306
New Retail Store — Hertford, NC
Perquimans County
Dear Mr. Broadway:
The Washington Regional Office received a Coastal Stormwater Permit Application for New
Retail Store in Hertford, NC project on March 14, 2012, A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
1. The soil test was performed on this property on March 16, 2012. The standing
water was observed at depth of roughly 4 feet contradicting 6-8 feet depth as per
soils report provided by you. Please revise your infiltration basin design to allow
for at least 2 feet separation to seasonal high water table.
V 2. Please remove infiltration trench notes at both infiltration basin locations — plan
sheet C3 of 8.
3.i The E&SC note 11 on sheet C3 of 8 requires temporary stabilization of any areas
exposed for more than 7 days, while the note 2 of the NCDENR General Notes
states 21 days. Please revise 21 days reference to 7 days.
IA4. Provide a note stating that all of the roof runoff will be collected and directed to
infiltration basins.
5. Provide two copies of revised sheet.
The requested information should be received in this Office prior to March 30, 2012, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
North Carolina Division of Water Quality Internet: wwwmcwaterquality.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper
One
NorthCarolina
;UUMIA1

Page 2 of 2
Please reference the State assigned project number on all correspondence. If you have any
questions concerning this matter please feel free to call me at [phone] or email me at
Sami r. Dum por(cD-ncdenr.gov. 0
Sincerely,
Samir Dumpor
Environmental Engineer
cc: Kai Belew, 4Site, Inc. (7500 S. Memorial Parkway, Suite 209, Huntsville, AL
35802)
,f Washington Regional Office
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tract . Beginning at a point on the Southeastern edge of the
40' wide right-of-way of Barry Street, said point being at the
Western"at corner of the tract formerly of Davidson and Jones
Commercial, Inc., amid tract being the location of BeLo Shopping
Center, thence South 48• 36' 28" East 560.83 feet along the
Southwestern boundary of the Shopping Center Tract to the
Northwestern edge of an access road, thence.along the Northwestern
edge of paid access road South 21. 53"2" -Nedt 366.39 feet 'to a
'feet
right-of-way monument, South 24' 35' 54" Nest 155.66 to
another right-of-way monument, and Routh 29. 46' 56" west 82.21
feet to a third right-of-way monument at the Easternmost corner of
the Harold Winslow property, thence North 36. 39' 30" Want 879.53
feet along the Northeastern boundary of the Harold Winslow property
to the Southeastern edge of the right-of-way of Barry Street,
thence North 516 48' 51" east 409;31 feet along the Southeastern
edge of the right -of --way of Berry Street to the Wasternmost corner
of the Shopping Center Tract, the place of beginning.
This tract oontaini 7.9143 acres and in shown on the plat of
Edward T. Hyman, Jr., Registered' Surveyor, entitled "Survey for
Daniel L. Berry Edger T. Berry, Jr.", dated Decamber 20, 1909,
wlieh was attached to Deed recorded in Deed Book 133, Page 359 of
the Perqulmano County Public Registry, and made a part thereof by
reference.
For chain of title, see Deed recorded in Real Estate Book 95,
Page 416 of the Perquimano County Public Registry.
Reference in made to that' certain Deed dated December 28,
1909, same being recorded in Deed Book 133, Page 359 of the
Perquimene County Public Registry.
3!rggt22. The 6.414 acre tract shown on the plat entitled
"Property Being Conveyed to Harold B. Winslow and S. L. Hines",
dated April.9, 1986, attached to Dead recorded in Dead Book 115,
Page 555 of the Porquimans County Public Registry, and made a part
thereof by reference. This tract is bounded an the Northwest by
Herryy Street, on the Northeast by the Berry property, an the
Bout by a 40 foot wide right-af-way and an the Southwest by
the land of Jackson Wholesale Company, Inc. and the land of'Fi iiikiin
Long and is further described as ;allows;
Beginning at a point on the Northwestern edge of a 40 foot
wide right-of-way at the point where the edge of said right-of-way
intersects the Jackson Wholesale lot, thence along the boundary of
the Jackson Wh_oloniale lot North 33. 44' 44" Wist 386.10 feet to an
Iran pipe and South_0 50, 34" Hest 133.73 feet to an axle at the
boundary of the Freeman Long land, thence North 350 4. 22" west
639.99 feet along the boundary of the Freeman long land to the
Southeastern edge of Berry Street, thence North 57' 48' 51" Bast
314.46 feet along the Southeastern edge of Berry Street to'a paint,
thence South 36. 39' 30" Rant 926'.68 feet to the aforesaid 40 foot
wide right-of-way, thence along the Northwestern edge of said
right-of-way South 22' 20, 19" Hest 168.98­Eeat_eiid_'9outh 55• 1'
19" West 72.73 feet to the boundary of the Jackson Wholesale lot,
the place of beginning.
Also conveyed hereby is a 40 foot wide, non-exclusive right-
of-way, leading from the above described tract to U. S. Highway 17,
said right-of-way being shown on the plat attached to"Deed recorded
in Deed Book 115, Page 555 of the Parquimans County Public
Registry, said right-of-way to U. S. Highway 17 being no more than
40 feat in width as it enters U. S. Highway 17.
For chain of title, see Deed recorded in Real Estate Book 95,
Page 415 of the Perquimane County Public Registry.
Reference is made to that certain Deed dated February 23,
1990, some being recorded in Dead Beck 134, Page 37 of the
Perquimans County Public Registry.

rul ucNr% ubv VIVL 7 'p
Reviewer of C f-11z"A"
North Carolina Department of Environment and Submit
±2f'.-._.Y�Natural Resources
�
NCDENR Request for Express Permit Review Time:
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in ,the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region-Atison Davidson 828-296-4698;alison.davidsononcdenr.goy
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(G),ncdenrgov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or patrick.QroQan(a ncdenr.gov
• Washington Region -Lyn Hardison 252-948-3842 or I n.hardison(d)ncdenr.gov
• Wilmington Region -Janet Russell910-796-7302 or janet.russella()ncdenr.gov
• Wilmington Region -Cameron Weaver 910-796-7303 or cam eron.weaverna—ncdenr.,gov_
NOTE: Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of Bequest
SW
SW
SW
SW
SW
Project Name: NEW RETAIL STORE (HERTFORD, NC) County: PERQUIMANS ����
Applicant: ROBERT BROADWAY Company: BROADWAY GROUP, LLC
Address: 132 HOLMES AVENUE, NW City: HUNTSVILLE, State: AL Zip: 35801-_
Phone: [phone], Fax: [phone]. Email: [e-mail] A� z �Z
Physical Location:0.4 MILES NE OF INTERSECTION OF WYNNE FORD ROAD AND US HWY 17
Project Drains into PERQUIMANS RIVER waters -Water classification SB (for classification see-htt :ljh2o.enr.state.nn ortsWB.html
Project Located in PASQUOTANK River Basin. Is project draining to class ORW waters? N, within '/2 mile and draining to class SA waters N or within 1
mile and draining to class HOW waters? N
Engineer/Consultant: KAI BELEW Company: 2SITE, INC. 7
Address: 7500 S MEMORIAL PARKWAY SUITE 209 City: HUNTSVILLE, State: AL Zip: 35802-_
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland ( linear fto r acres)
❑ Riparian Buffer Authorization ❑ Minor Variance [] Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond T # Treatment Systems ® High Density -Infiltration 1 #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ❑Erosion and Sedimentation Control Plan with 1_7 acres to be disturbed.(CK # 17?1S (for DENR use)) t �'
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both $coping and express meeting request)
Wetlands on Site ❑ Yes ❑ No Buffer Impacts: ❑ No ❑ YES: ac re(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
Fur 1JI�NR use only
Fee Split for multiple permits: (Check # r:�; 74 Total Fee Amount E e-' < -=
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance ([I Maj; ❑ Min)
$
SW (® HD, ❑ LD, ❑ Gen)
$ ,_•3c r?,�7
401:
$
LOS
$
Stream Deter,_
$
NCDENR EXPRESS June 2011

•
EXPRESS
MAY 16 2012
May 8, 2012 NC ®EMIR
Re: Hertford, NC New Retail Store
r,4iNdE>IT1�7
_ OrINCO RPORATE D
7500 S. Memorial Pkwy, Ste 209
Huntsville, Alabama 35802
wwwAsiteinc.biz 1256.539.1221
(0.4 Miles NW of Wynne Fork Road and U.S. Highway 17 Intersection)
We were authorized by the developer to perform the necessary analysis to evaluate the
storm drainage system for the above referenced development.
Existing_ Conditions and Prolosed Improvements
The area within the proposed study includes the existing site, proposed improvements and those
areas contributing runoff to the site. The total contributing basin area to the site includes 2.67
acres of which 1.50 acres will be improved. The existing site area is currently a commercial
Mobile Home sales lot. The proposed site will include a 12,480 sf building with parking area
including storm detention system, site landscaping and 277 LF of S' wide sidewalk along the
property line in the right of way.
Drainage Conditions
The site is composed of two soil types. The main soil type that comprises of approximately 78%
of the site is Tomotley Fine Sandy Loam and has a Hydrologic Soil Classification of B. This soil
is well draining. The other 22% of the project area is comprised of Altavista Fine Sandy Loam
with a Hydrologic Soil Classification of C.
The existing site discharges to the northeast property boundary of the site and flows via roadside
ditches and through 15 inch and 18 inch driveway pipes for 0.25 miles before reaching an
unnamed tributary to Perquimans River. Flow continues for an additional 0.25 miles through the
tributary before discharging into Perquimans River.
The proposed site will continue to discharge to the existing discharge point and will provide a
reduction in peak discharge for the 10 year /24 hour storm event, The storm sewer layout and
structure locations are shown on the attached plans. All proposed storm sewer is "Arch RCP"
pipe and "concrete structures" unless noted otherwise on the plans. The proposed storm sewer
has been designed for the predicted peak flow for the 10 year / 24 hour storm event.
Stormwater discharge from the property is controlled by the offsite 15 inch and 18 inch driveway
pipes.
Stormwater Management System
The Stormwater infiltration basin systems have been designed to provide water quality
infiltration for the first 1.5 inch of stormwater runoff as required by the North Carolina
Department of Environmental and Natural Resources (NCDENR). The water quality volume is
held in the system for a period of 12-20 hours for bond 1 and Pond 2 as required ill order to
remove pollutants from the proposed site. Excess volume is bypassed from the treatment areas
- Where Civil Engineering and Landscape Architecture Meet
Ys Lam,
bringing value to our clients and their projects

via overflow Blume and sidewalk flume to the roadside ditch.
• The post developed condition assumed a time of concentration of 3 minutes for proposed areas.
The seasonal high water table was determined to be at elevation 8 feet based upon NCDENR
boring tests. These borings encountered water that was 2 feet higher than the Geotechnical
Report identified thus the pond bottom elevations have been modified to be at elevation 10 feet.
Both pond bottoms are at elevation 10 feet.
In order to waive the NCDENR requirement to provide a bypass to the infiltration basin and it
vegetative filter strip, 2.5 times the required 1.5 inch treatment volume has been provided as well
as the design based on an infiltration rate of one half of the actual infiltration rate. As we do not
have permeability test for the depth from 3 to 8 feet below existing grade, we will design the
infiltration basins based on a'A of the NRCS infiltration rate. Based on the information
available this will provide a slightly more conservative design. The infiltration rate designed for
each infiltration basin will be 15 micrometers per second (2.12 inches per hour). This rate will
be one quarter of the actual estimated rate from NRCS of 61 micrometers per second.
Included with this report and attached by reference are the following data, calculations, and
document:
I. This report which discusses the procedures, design assumptions, results, and conclusions
of this study.
2. Calculations (including Infiltration Basin Spreadsheets for Pond l and Pond 2)
3. Drainage area maps showing the site, basin delineations, and other related data required
for analysis and design.
4. Storm Analysis Software Input & Output Data for Existing Conditions and Post
Developed Conditions.
PROCEDURES
A topographic & "boundary" survey of the site was completed in accordance with the City's
requirements and standards. This map was used in conjunction with other available data,
including soils, in order to determine the existing anti future drainage basins. An Autodesk'
Sanitary Sewer and Storm Analysis 2012 hydrologic model was developed utilizing the SCS
method of hydrograph generation. Data developed for this model included soils data, ground
cover (including impervious area, gravel, grass, and trees), time of concentration, and lag
calculations. Storm events modeled were Type III, 10 year / 24 hour events.
Results
The results of this study and the associated design are identified in the Autodesk Sanitary Sewer
and Storm Analysis 2012 Output Data included in this report. The associated storm sewer has
been designed for the predicted peak discharge for the 10 year / 24 hour storm events. The
predicted combined runoff as indicated by the attached Autodesk Sanitary Sewer and Storm
Analysis 2012 Output Data is summarized in the table below.
wwwAsileinc.biz

•
Total Combined Runoff (cfs)
HYDROLOGIC ANALYSIS RUNOFF (CFS)
10 YR
PRE
5.3
POST
3.3
POND 1 HGL
12.95
POND 2 HGL
12.84
The values above indicate that the post -development 10 year runoff is less than the pre -
developed conditions. Therefore, no adverse effects are expected from additional runoff.
Conclusions
The stormwater management study and associated design has been completed in accordance will]
the design assumptions and procedures previously stated. The final results of this analysis were
utilized in developing the associated construction plans
If you have any questions or comments about this study or the associated plans, please contact
our office.
S rely, CARO
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Storm Water Report (i'1 1112) 97
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