SW7090703_HISTORICAL FILE_20210525

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW%'�7� 3
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
P(PHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE(%�i
YYYYMMDD

OR"
ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretory
BRIAN WRENN
Director
McDonalds USA, LLC
Attention: Karen Matusinec, Manager
101 N. Carpenter Street
Chicago, IL 60607
NORTH CAROLINA
Environmental Quality
May 25, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7090703
McDonalds — Grandy, NC
Currituck County
Dear Karen Matusinec:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7090703 for a stormwater treatment system consisting of two
infiltration basins serving the McDonalds located at 6465 Caratoke Hwy, Grandy, NC
expires on December 30, 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/about/d ivisions/energy-mineral-and-la nd-
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.
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 aAncdenr.gov.
Sincerely,
�b Roger K. Thorpe
Environmental Engineer
—Ra�tt North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
J/ Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
252.946.6461

-ilffla►1cew�a- ,Cow
planning I engineering I project management
Letter of Transmittal
T.
NC Department of Environment and Natural Resources
Customer Service Center
Washington Regional Office
943 Washington Square Mall
WasgtonNC 27889
bon:hin,
770 Independence Circle Ste. 100
Virginia Beach, VA 23455
Ph: 757.226.0081
,•r-:.•Fx:757.226.8765
MAY 2 4 2010
Date: t . " _ �� t Job No.:
.10
c' 6 5-20-10 ff049.08
u jec :
McDonalds Stormwater Designer's Certification
U.S. 158 in Grandy, N.C.
Project gr.
Samir Dumpor Steve Blevins, P.E
We are sending you X Attached Under Separate Cover
❑ Shop Drawings ❑ Drawings (Prints) ❑ Proposal Request ❑ Copy of Letter
❑ Product Data ❑ Project Manual ❑ Change Order
0 Samples ❑ Tracings ❑ Technical Specifications
COPIES
DATE
I DESCRIPTION
DISP.
1
5-20-10
Stormwater Designer's Certification
2,3
These are transmitted for the following disposition
1. For Your Approval 4. For Review and Comment 7. Conforms As Is
2. For Your Use and Information 5. For Bidding 8. Conforms As Noted
3. As Requested 6. For Construction 9. Does Not Conform
10.
Please call if you have any questions or need any additional information. Thanks.
t,oples to:
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MATCHLINE (SEE SHEET C-401)
GRADING DRAINAGE PLAN
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POPLAR H�NCJI RD, (SR
131) � U.S. HWY 158
GRANDY,ND 'Tll CAROLNA
1A M.O ..M'. US.. LLC
UC 32-1460 GRANDY L/C 32-1460 GRANDY

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SECTION A -A
CROSS SECTION OF INFILTRATION BASIN
BMP-1
NDT m SCALE
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/ CROSS SECTION OF INFILTRATION BASIN BMP-2
\ NDT TD SCALE
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ie
C-401

Permit No.
(to be Provided by DWO)
O?O� WArFq�G
WA
A*STORMWATER MANAGEMENT PERMIT APPLICATION FORM p�C
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION 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.
Project Name
McDonalds - Grandy, N.C.
Contact Person
Douglas Yeates P.G.
Phone Number
757-226-0081
Dale
1,Jun-09
Drainage Area Number
DA-1 and DA-2, BMP-1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
73,181.00
ft2 ?
Impervious area
25,700.00
f' .l
Percent impervious
0.35
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1.50
in
1-yr, 24-hr intensity
inlhr
Pre -development 1-yr, 24-hr discharge
ft3/sec
Post -development 1-yr, 24-hr discharge
ft3/sec
Pre/Post 1-yr, 24-hr peak flow control
ft3/sec
Storage Volume: Non -SA Waters
Minimum design volume required
3,324.00
ft3 l//
Design volume provided
16,452.00
h31! OK for non -SA waters
Storage Volume: SAWaters
1.5' runoff volume ft3
Pre -development 1-yr, 24-hr runoff volume ft3
Post -development 1-yr, 24-hr runoff volume ft3
Minimum required volume ft3
Volume provided rya
Soils Report Summary
Soil type
Sand /
Infiltration rate
2.20 iWhr
SHWT elevation
0.00 fmsl
Basin Design Parameters
Drawdown time
1.67 days ✓OK
Basin side slopes
3.00 :1 OK
Basin bottom elevation
4.00 fmsl OK
Storage elevation
9.00 first
Storage Surface Area
5,127.00 ftz ✓
Top elevation
10.00 fmsl
Basin Bottom Dimensions
Basin length
65.00 It
Basin width
32.00 It
Bottom Surface Area
1,688.00 it,
Form SW401-Infilbation Basin-RevA Parts I. a If. Design Summary, Page 1 of 2

Permit
(to be provided by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
1.40
ac-in
Length of vegetative filter for overflow
NA
it
Distance to structure
48.00
ft
Distance from surface waters
230.00
it
Distance from water supply well(s)
NA
it
Separation from impervious soil layer
NA
it
Naturally occuring soil above shwt
3.00
ft
Bottom covered with 4-in of clean sand?
Y
(Y or N)
Proposed drainage easement provided?
Y
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Bypass provided for larger storms?
Y
(Y or N)
Pretreatment device provided
N
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-Infiltration Basin-Rev.4 Parts I. & II. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
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.
Pagel Plan
Initials
Sheet No.
��Q-
C cIQO
1. Plans (1" - 50' or larger) of the entire site showing:
C ti01
- Design at ultimate build -out,
- Off -site drainage (if applicable),
C' 19L0(7
- Delineated drainage basins (include Rational C coefficient per basin),
C _ a01
- 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.
0,-`1dt7
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
C-`i01
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanoul,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
C- 401
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
1
C-LA01
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
y
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
C 01
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
✓
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
�✓
� L_
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

I
Permit No.
in, be provided by DWQ)
© A STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name MCDonalds - Grandy, N.C.
Contact Person Douglas Yeates P.G.
Phone Number
Date
Drainage Area Number
757-226-0081
1Jun-09
DA-3, BMP-2
II. DESIGN INFORMATION
Site Characteristics
Drainage area 63,162.00 ftz
Impervious area
40,511.00
ft2
Percent impervious
0.64
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1.50
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr discharge
ft3/sec
Post -development 1-yr, 24-hr discharge
ft3/sec
Pre/Post 1-yr, 24-hr peak flow control
ft3/sec
Storage Volume: Non -SA Waters
Minimum design volume required
4,952.00
ft3
Design volume provided
8,079.00
ft3 ✓ OK for non -SA waters
Storage Volume: SA Waters
1.5' runoff volume
ft3
Pre -development 1-yr, 24-hr runoff volume
ft3
Post -development 1-yr, 24-hr runoff volume
ft3
Minimum required volume
ft3
Volume provided
ft3
Soils Report Summary
Soil type
Sand
Infiltration rate
2.20
infhr Vl'
SHWT elevation
4.80
bast ✓
Basin Design Parameters
Drawdown time
1.94
days OK
Basin side slopes
3.00
:1 / OK
Basin bottom elevation
7.00
first ✓ / OK
Storage elevation
9.00
fmsl
Storage Surface Area
5,200.00
it,
Top elevation
10.00
fmsl 1/
Basin Bottom Dimensions
Basin length
145.00
It v
Basin width
60.00
It
Bottom Surface Area
1,688.00
ftz
Form SW401-Infiftralion Basin-Rev.4 Parts 1.8 If. Design Summary, Page 1 of 2

i
,;
Permit
(to be provided by DWO)
Additional Information
Maximum runoff to each inlet to the basin?
1.10
ac-in
Length of vegetative filter for overflow
NA
ft
Distance to structure
NA
ft
Distance from surface waters
480.00
ft
Distance from water supply well(s)
NA
ft
Separation from impervious soil layer
NA
ft
Naturally occuring soil above shwt
3.00
ft
Bottom covered with 4-in of clean sand?
Y
(Y or N)
Proposed drainage easement provided?
Y
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Bypass provided for larger storms?
Y
(Y or N)
Pretreatment device provided
N
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-Infiltration Basin-Rev.4 Parts 1. & 11. Design Summary, Page 2 of 2

/i
Permit
(to be provided by DWO)
III. REQUIRED ITEMS CHECKLIST 7771
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.
Pagel Plan
Initials
Sheet No.
C--4 m
1. Plans (1" - 50' or larger) of the entire site showing:
C - Ho I
- Design at ultimate build -out,
C -'�w
- Off -site drainage (if applicable),
C_wl
- 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.
Cam_
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
V
C - '-Y31
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
�cJ
C_401
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
C `i/01
- Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
C-MI
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
✓
mil.
7. The supporting calculations.
✓
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
(
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

For DENR Use ONLY
Reviewer:
North Carolina Department of Environment and Submit: 11
4� 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. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(a)ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(a)ncdenr.gov
• Mooresville & -Patrick Grogan 704.663-3772 or patrick.grogan(a)ncderingov
• Washington Region -Lyn Hardison 252-946.9215 or lyn.hardison(0ncdenr.,qov
• Wilmington Region -Janet Russell 910.350-2004 or janet.russell(a)ncdenr.gov
NOTE.' Project application received after 12 noon will be stamped in the following work day
Project Name: MCDONALD'S - GRANDY County: CURRITUCK
Enter Related SW
Permits of request
SW
SW
SW
SW
SW
Applicant: MCDONALD'S USA, LLC Company: IC\/I®RESS
Address: ONE MCDONALDS'S PLAZA City: OAK BROOK, State: ILLIN Zip: 60523-_ lP Itl�oaa��
Phone: [phone], Fax: [phone], Email: @_ JUL 1'4 2009
Physical Location: LOCATED ON NE SIDE OF INTERSECTION OF US 158 AND POPULAR BRANCH ROAD
Project Drains into DOWDY'S BAY waters - Water classification SC (for classification see-htt ],Ih2o.enr.stale. bin pl�eportsWB.html)
Project Located in PASQUOTANK River Basin. Is project draining to class ORW waters? N ,within %: mile and drat in �A waters N or within 1
mile and draining to class HOW waters? N
Engineer/Consultant: DOUGLAS D YEATES Company: BLAKEWAY CORP
Address: 770INDEPENDENCE CIRCLE, SUITE 100 City: VIRGINIA BEACH, Slate: VA Zip: 23455-_ SW 909 0-LCD3
Phone: [phone], Fax: _ _ Email: _@_
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
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear fit or _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 _ # Treatment Systems ® High Density -Infiltration 2 #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 3.4 acres to be disturbed.(CK # s 4--9 (for DENR use)
1K r<L;.
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
For DFNR rise
Fee Solit for multiple permits: (Check# 374-a 1
Buffer Impacts: ❑ No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Tnod Fan Amni
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance (❑ Mal; ❑Min)
$
SW (® HD, [I LID, ElGen)
$ n
401:
g
LDS
1
$
Stream Deter,_
S
NCDENR EXPRESS March 2009

'Bll,a!k, ewa ,Cow
planning I engineering I project management
Design Narrative
for
Proposed McDonalds located at the intersection of Poplar Branch Road (SR1131)
and U.S. Highway158 in Grandy, NC (Currituck County)
Existing Site Conditions:
The property is 2.83 acres and is primarily vacant with a small Sprint Cellular building at the northwest corner of
the site inside an existing utility easement. There also is an 8' existing gravel drive about a 120' from the
northwest corner of the site, this drive runs through the site and intercepts another gravel drive from the northeast
corner of the site. Along the 8' gravel drive the is a existing metal building. On Rt. 158 in the center of the site
there is a large advertisement billboard attached to four wooden posts.
Proposed Site Conditions:
Site Access
Per communications the landlord's engineer had with NCDOT, site access from Rt 158 as shown in the concept
plan will be permitted to have full movement ingress/egress. NCDOT also will require a right turn lane as shown
in the plan. We anticipate reciprocal easements will have to be recorded in order to provide access to the adjacent
parcel. Since access for the Beaseley property is affected we have included an agreement to modify the Access
Easement for the Beasley property.
The development accesses Mimosa Lane and provides street improvements (24' wide asphalt with gravel
shoulder) meeting County standards.
Proposed Building
The proposed building that has been chosen for this site is the 4587 model with 3,900sf. The building will face
Poplar Branch Rd and U.S. 158 and will conform to city codes and ordinance. Seating for this building is 74
seats.
Signage
The ordinance permits a 25' tall freestanding sign totaling 250sf and wall signage totaling 30% of the building
face. There are no other special requirements dictating signage at this location.
Parking
The ordinance requires I space per seat plus 1 space for every two employees. Base on this requirement, this
location would require 44 spaces. The proposed layout yields 67 spaces and therefore meets County
requirements.
Zoning
This site is zoned GB which is a general business district. The site to the south is zoned GB and is currently an
open parcel. A restaurant with a drive through is a by -right use for the GB zoning classification. A reduction in
the setback requirement from 25' to 10' along the front of the Beasley property is requested. An original signed
Affidavit is included with this submittal.
Elizabeth City McDonalds 770 Independence Circle
Page 1 of 1 Suite 100
Virginia Beach, VA 23455
Tel: [phone]
Fax. [phone]

tcallcew.a Corp
planning I engineering I project management
Utilities
Water - There is an existing 8" water line servicing the site located along Rt 158. A 2" meter is proposed. This a
new fire hydrant is provide for fire protection.
Sanitary Sewer - There is no County sewer available. This site will be served by a septic system. The wastewater
treatment and disposal system design is based upon a 74 seat count at an average daily design flow of 40 gallons
per day per seat equating to a total development daily design flow of 2960 gallons per day.
The treatment components are comprised of a 2000 and gallon capacity grease interceptor in conjunction with a
4000 gallon this precast septic tank and a 3500 gallon precast pump tank. The grease interceptor is located within
the drive aisle and has been designed to accommodate traffic loading with a reinforced concrete slab. The disposal
system consists of 12 variable length low-pressure pipe drain lines spaced at 5 feet on center, the lengths vary due
to the irregular shape of the property boundaries. A conservative rate of 0.35 gallons per day per square foot
loading rates has been utilized based upon data referenced from the soils investigation. The lateral orifices have
been increased based upon the proposed restaurant use. The location of the active disposal area is based upon
commentary received from the local health department officials addressing their concerns of compacted soil in the
proximity of the existing building. The 100% required repair area has been placed in this location. The proposed
layout accounts for all requisite lateral and vertical separations including property line setbacks, BMP setbacks,
building setbacks, and utility setbacks. The septic tank and pump tanks have been located approximately 110 feet
from the Northwest corner of the restaurant facility to minimize the potential of septic odor to customers. A
passive carbon filter has also been placed on the events to the pump tank to further her minimize odor potential.
The location of the proposed treatment facilities also take into account the potential for the addition of future pre-
treatment components.
Gas - Piedmont Natural Gas indicated that they would extend the service to our site. We are currently identifying
the location of that service.
Telephone - There appears to be telephone service provided by aboveground poles & wire. There is actually a
Sprint building on site.
Electric - There is existing service along Rt 158 and Poplar Branch Road. Based on conversations with Dominion
Power, there is adequate service for the McDonald's restaurant.
Storm Water
The Applicable area of development for this site is 3.13 acres since it includes Mimosa Lane and the proposed
entrance off of Rt. 158. Existing conditions include only 0.04 acres of impervious surface. The proposed
condition includes 1.52 acres of impervious cover.
Two infiltration basins BMP-1 and BMP-2 have been designed to provide quality treatment and quantity storage
during rainfall events. BMP-1 exhibits hydraulic conductivity values of 2.2 in/hr and seasonal high water table of
10' below grade. BMP-2 exhibits hydraulic conductivity values of 2.2 in/hr and seasonal high water table of 6'
below grade. Both BMPs have a top elevation of 10' and are designed to prevent water levels above 9'.
The site has been divided into three distinct drainage areas (DA-1, DA-2 and DA-3). DA-1 is 0.93 acres and has a
runoff coefficient of 0.63. DA-1 drainage is collected and piped to BMP-L DA-2 is 0.75 acres and has a runoff
coefficient of 0.10. DA-2 drainage sheet flows to BMP-1. DA-3 is 1.45 acres and has a runoff coefficient of 0.64.
DA-3 drainage sheet flows to BMP-2.
This stormwater design has two regulating authorities to comply with. NCDNER requires compliance to a design
storm of 1.5"/24hr and the use of the simple method for calculating storage. For areas draining to BMP-1 the
volume that must be controlled is 3,324 cubic feet. This volume requirement is met at elevation 5.86'. The
required effective infiltrating area is 151 square feet (2,256 sq. ft. provided).
Elizabeth City McDonalds 770 Independence Circle
Page 2 of 2 Suite 100
Virginia Beach, VA 23455
Tel: [phone]
Fax: [phone]

!Bll ;lclewa 6oi
planning I engineering I project management
For areas draining to BMP-2 the volume that must be controlled is 4,952 cubic feet. This volume requirement is
met at elevation 8.00'. The required effective infiltrating area is 225 square feet (2,904 sq. ft. provided). In order
to waive both the oftline bypass requirement and the vegetated filter strip requirement, the active storage volume
has been exceeded by greater than 2.5 times and complete infiltration time has been shown to be less than 5 days
while utilizing''/2 the infiltration rate.
Currituck County compliance requires that aboveground storage of the 10-yr storm. Rational method calculations
show a 10-yr peak storage requirement for BMP-1 of 7,014 cubic feet occurring at elevation 7.02'. BMP-2 shows
a 10-yr peak storage requirement of 5,823 cubic feet occurring at elevation 8.20'.
The 15" pipe connecting BMP-1 and BMP-2 allows for hydraulic connection above the 8' elevation. This allows
the additional storage provided in BMP-1 to serve the entire site. If the 8.9' elevation is reached, the BMP system
conveys runoff over the weir wall located in structure CB-1(A-1) and outfalls through the pipe system to the
drainage ditch to the south. Combined storage for both BMP-1 and BMP-2 at elevation 9' is 25,139 cubic feet.
Erosion and Sediment Control
All erosion and sediment control measures are in accordance with the minimum standards and specifications of
the applicable regulations of the NC Erosion and Sediment Control Planning and Design Manual" and The
Currituck County Unified Development Ordinance.
Survey
Bissell Professional Group performed the survey.
Elizabeth City McDonelds 770 Independence Circle
Page 3 0/ 3 Suite 100
Virginia Beach, VA 23455
Tel: [phone]
Fax: [phone]

18II,akewaytCorn
planning I engineering I project management
Letter of Transmittal
T.
NC Department of Environment and Natural Resources
Customer Service Center
Washington Regional Office
943 Washington Square Mall
770 Independence Circle Ste. 100
Virginia Beach, VA 23455
Ph: 757.226.0081
Fx: 757.226.8765
Date:
7-2-09
McDonalds Site Plan
U.S. 158 in Grandv. N.C.
Job No.:
6049.08
Washington, NC 27889
gas
rolec gr.
Lyn Hardison Steve Blevins, P.E.
We are sending you X Attached Under Separate Cover
❑ Shop Drawings ❑ Drawings (Prints) ❑ Proposal Request ❑ Copy of Letter
❑ Product Data ❑ Project Manual ❑ Change Order
❑ Samples ❑ Tracings ❑ Technical Specifications
COPIES
DATE
I DESCRIPTION
DISP.
4
7-2-08
Site Plan, Narrative
1,2,4
2
7-2-08
Express Application for E&S and Storrmwater; Checks $2,000,$260
1,2,4
2
7-2-08
Storm water calculations, BMP Maint. Agreement, BMP Suppliment
1,2,4
2
7-2-08
Soil Report
2,4
2
7-2-08
Property Deeds
2
These are transmitted for the following disposition
1. For Your Approval 4. For Review and Comment 7. Conforms As Is
2. For Your Use and Information 5. For Bidding 8. Conforms As Noted
3. As Requested 6. For Construction 9. Does Not Conform
10.
Please call if you have any questions or need any additional information. Thanks.
EXPRESS
JUL 1 ¢ Z009
NC ®ENR
to:
P:\6049-McDonalds\6049.08-Grandy NC\Docs\Hardison 7-6-09.DOC

11BItakew, ayCor�
planning I engineering I project management
Letter of Transmittal
To:
NC Department of Environment and Natural Resources
Customer Service Center
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
en ion:
Hardison
We are sending you
❑ Shop Drawings
❑ Product Data
0 Samples
X Attached
❑ Drawings (Prints)
❑ Project Manual
❑ Tracings
770 Independence Circle Ste. 100
Virginia Beach, VA 23455
Ph: 757.226.0081
Fx: 757.226.8765
Date:
7-2-09
u jec :
McDonalds Site Plan
U.S. 158 in Grandy, N.C.
ojecMgr:
(:Steve Blevins, P.E.
Under Separate Cover
❑ Proposal Request
❑ Change Order
❑ Technical Specifications
Job No.:
0 Copy of Letter
COPIES
DATE
DESCRIPTION
DISP.
4
7-2-08
Site Plan
1,2,4
2
7-2-08
Express Application Package for E&S and Storrmwater
1,2,4
These are transmitted for the following disposition
1. For Your Approval 4. For Review and Comment 7. Conforms As Is
2. For Your Use and Information 5. For Bidding 8. Conforms As Noted
3. As Requested 6. For Construction 9. Does Not Conform
10.
Please call if you have any questions or need any additional information. Thanks.
to:
P:\6049-McDonaidsX6049.08-Grandy NC\Docs\Hardison 7-2-09.DOC

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION 08012007
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name McDonald's in Grandy, NC
2. Location of land -disturbing activity: County Currituck City or Township Grandy, NC
Highway/Street: Poplar Branch Rd and U.S. Hwy. 158 Latitude 36.242245 Longitude—75.877681
3. Approximate date land -disturbing activity will commence: October 2009
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 3.36 acres
6. Amount of fee enclosed: $1,260. The Express Permitting application fee is a dual charge. The normal
fee of $65.00 per acre is assessed without a ceiling amount. In addition, the Express Permitting
supplement is $250.00 per acre up to eight acres, after which the Express Permitting supplemental fee
is a fixed $2,000,00 (Example: 9 acres total is $2,585). NOTE: Both fees are rounded up to the next
whole acre and need to be paid by separate checks to NCDENR.
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Stephen Blevins
E-mail Address Steve
Blevins(a�blakewavcorp
com
Telephone [phone]
Cell # 757-321-8021
Fax #
757-226-8765
9. Landowner(s) of Record (attach accompanied page to list additional owners):
W&J Land Development, LLC 757-428-0224 757-428-1185
Name Telephone Fax Number
109 43`d Street 109 43'd Street
Current Mailing Address Current Street Address
Virginia Beach VA 23451 Virginia Beach VA 23451
City State Zip City State Zip
10. Deed Book No. 858 Page No. 389 Provide a copy of the most current deed.
See attached for Austin Property.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
McDonalds USA, L.L.C.
Name
2 Democracy Center
6903 Rockledge Dr. Suite 1100
Current Mailing Address
Bethesda MD
City State
Telephone [phone]
E-mail Address
Current Street Address
20817
Zip City State
Fax Number 240-497-3834
Zip

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Corporate Service Company
Name
327 Hillsborough Street
Current Mailing Address
Raleigh NC 27602
City State Zip
Telephone [phone]
E-mail Address
Current Street Address
City
Fax
State Zip
(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
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State Zip
Telephone
E-mail Address
Current Street Address
City State Zip
Fax Number
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
Blakeway Corporation doug Yeatesf&blakewavcorp.com
Engineering Firm or other consultant E-mail Address
Douqlas Yeates P.G. 757-226-0081
Individual contact person (type or print) Telephone
757-226-8765
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney -in -
fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there be
any change in the information provided herein.
�acnerzne A. brittrn Vice President
T e_or_ not name— — Title or Authority
y� f ��� Y� June 29, 2009
Signature \ Date
I, Gwen E. Nakutis , a Notary Public of the County of DuPage
State of North Carolina, hereby certify that Catherine A. Griffin, Vice President appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this 29 day of June 20 o9
OFFICIAL SEAL Notary
N E NAKUTIS
LNOTARY�PMUtBBLIC - STATE OF ILLINOIS My commission expires 04/18/10
MY COMSSION EXPIRES:008n0

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SIMPLE METHOD FOR ESTIMATING RUNOFF VOLUME - BMP #1
Blakeway_Corp
Project p
Project Name: McDonalds Grandy
Computed by: DDY
Date: 29-May-09
STEP 1 Determine the applicable area (A) and the post -developed impervious cover (I.).
Applicable area (A)' = 1 . 68 acres
Post -developed impervious cover:
Total 0.59 acres
Iq = (total post -development impervious cover / A) = 0.35
STEP 2 Determine the Runnoff coefficient (Rv) [storm runoff (in) / storm rainfall (in)], unitless
Rv=0.05+0.9*lA
Rv= 0.363
STEP 3 Determine the volume of runoff that must be controlled.
V = Volume of runoff that must be controlled for the design storm (ft').
Ro = Design storm rainfall depth (1.5
A = Watershed area (ac)
V=3630*Rp*Rv*A
V= 3324 ft' % 2.5= 8310 ft'
INFILTRATION SIZING
A = effective infiltrating area (ft)
EXPRESS
JUL" A 2009
NC DENR
V = volume of water requiring infiltration (ft')
V =
3324
K = hydralic conductivity of soil (in/hr)
K =
2.2
T = dewalering time (days)
T =
5
A = V12+ (K-T)
Offline Rppass/Veeetated filter stria waiver calculation:
A =
151 8'
Infiltration area provided = 1688 R'
112 Infiltration rate = 0.092 Whr
STAGE -STORAGE DATA:
*Infiltration water depth @ 2.5 x req. vol = 3.684 ft
(Provide proposed storage areas for limp)
Infiltration time = 40.186 hr
DELTA
ELEVATION AREA
AREA DEPTH
STORAGE
* Assumes no sideslope infiltration
3.00 0.00
0.00
844.00
0.00
4.00 1688.00
0.00
1972.00
1.00
5.00 2256.00
1972.00
2572.00
1.00
6.00 2888.00
4544.00
Volume requirement met @ 5.53'
3232.50
1.00
7.00 357700
7776.50
3950.50
1.00
8.00 4324.00
11727.00
4725.50
1.00
9.60 5127.00
16452.50
Volume provided to 9' elevation = 16,451ef
5556.50
1.00
10.00 5986.00
22009.00
Page 1 of 1

SIMPLE METHOD FOR ESTIMATING RUNOFF VOLUME - BMP B4
Blakeway-Coip
Project A
Project Name: McDonalds Grandy
Computed by: DDy
Date: 29-May-09
STEP t Determine the applicable area (A) and the post -developed impervious cover 0A). EXPRESS
Applicable area(A)*= 1.45 acres
Post -developed impervious cover: JUL 114 2009
Total 0.93 acres [�p�[�
IA = (total post -development impervious cover / A) = 0. 64 WC ®6[[v�j'j)
STEP 2 Determine the Runnoff coefficient (Rv) [storm runoff (in) I storm rainfall (in)], unitless
Rv=0.05+0.9'IA
Rv= 0. 629
STEP 3 Determine the volume of runoff that must be controlled.
V = Volume of runoff that must be controlled for the design storm (h).
RD = Design storm rainfall depth (1.5 )
A= Watershed area (ac)
V = 3630' RD' Rv' A
V= 4,952 ft' x2.5= 12,381 to
INFIL TRA TION SIZING
A = effective infiltrating area (ff')
V = volume of water requiring infiltration (ff')
V =
4952
K = hydralic conductivity of soil (in/hr)
K =
2.2
T = dewatering time (days)
T =
5
A = V12* (K`T)
OlBine BviDass/Veeetated Rher strip waiver calculation:
A = 225 ft'
Infiltration area provided = 2904 h'
1/2 Infiltration rate = 0.092 ff/hr
STAGE -STORAGE DATA:
*Infiltration water depth @ Z5.r req. vol = 4.263 it
(Provide proposed storage areas for burp)
Infiltration time = 46.509 hr
DELTA
ELEVATION AREA AREA DEPTH
STORAGE
* Assumes no sideslope infiltration
4.00 0.00
0.00
0.00
0.00
5.00 0.00
0.00
0.00
0.00
6.00 0.00
0.00
1452.00
0.00
7.00 2904.00
0.00
3465.50
1.00
8.00 4027.00
3465.50
Volume requirement met @ 8.32'
4613.50
1.00
9.00 5200.00
8079.00
Volume provided to 9' elevation = 8,079cf
5820.50
1.00
10.00 6441.00
13899.50
Page 1 of 1

k8ll l ew` y,Co
planning I engineering I project management
Letter of Transmittal
To:
NC Department of Environment and Natural Resources
Customer Service Center
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
�Cft�ion:
770 Independence Circle Ste. 100
Virginia Beach, VA 23455
Ph: 757.226.0081
Fx: 757.226.8765
Date: Job No.:
7-27-09 6049.08
McDonalds Revised Gradinq Plan
U.S. 158 in Grandy. N.C.
Project Mgr
Samir Dumpor Steve Blevins, P.E
We are sending you X Attached Under Separate Cover
❑ Shop Drawings ❑ Drawings (Prints) ❑ Proposal Request ❑ Copy of Letter
❑ Product Data ❑ Project Manual ❑ Change Order
❑ Samples ❑ Tracings ❑ Technical Specifications
COPIES
DATE
I DESCRIPTION
DISP.
2
7-27-09
Revised Grading Plan
2,3
2
7-27-09
Revised Grading Plan
These are transmitted for the following disposition
1. For Your Approval 4. For Review and Comment 7. Conforms As Is
2. For Your Use and Information 5. For Bidding 8. Conforms As Noted
3. As Requested 6. For Construction 9. Does Not Conform
10.
Rr„ I.,.�.
Please call if you have any questions or need any additional information. Thanks. '-l'i -
JUL 2 8 "IM
( ,t' - µ a.. , .f
-
to:
P:\6049-McDonalds\6049.08-Grandy NC\Docs\samir 7-27-09.DOC