20130047 Ver 1_Individual_20130117

20130047
Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Thomas Brown
3331 Heritage Trade Drive, Ste. 105
Wake Forest, NC 27587
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
January 17, 2014
SSEC Project # 11610.P1
N.C. Division of Water Quality
WebSCaPe Unit
Attn: Karen Higgins
512 N. Salisbury Street — 9th floor
Raleigh, NC 27604 -2260
Re: The Stallings Oil Company Commercial Tract, Nashville, NC
INDIVIDUAL PERMIT APPLICATION
Please find attached a complete application and supplemental information from Mr. Boyd Tolman
of Stallings Oil Company requesting an Individual Permit from the U.S. Army Corps of Engineers
(USACE) and an Individual Certification from the N.C. Division of Water Quality (DWQ). Please
contact me at (919) 846 -5900 if you have any questions or require additional information.
PRO.1FCT RI JMMARY
Project Name
The Stallings Oil Commercial Tract
Project Type
Commercial Development
Owner / Applicant
The Stallings Oil Company Attn: Mr. Boyd Tolman
County
Nash
Nearest Town
Nashville, NC
Waterbody Name
Stony Creek
River Basin /USGS Cataloging Unit
Neuse / 03020101
Index Number
28 -68
Class
C, NSW
IMPACT Sl1MMARY
Stream Impact (acres):
0
Wetiand Impact (acres):
0.551
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0.551
Total Stream Impact (linear feet):
0
Attachments:
Individual Permit Application Form, Block Sheets & Supplemental Information
$240 Application Fee to DWQ
@@[J- W-
,IAN 7 [013

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Thomas Brown
3331 Heritage Trade Drive, Ste. 105
Wake Forest, NC 27587
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
January 17, 2014
S &EC Project # 11610.P1
N.C. Division of Water Quality
WebSCaPe Unit
Attn: Karen Higgins
512 N. Salisbury Street — 9th floor
Raleigh, NC 27604 -2260
Re: The Stallings Oil Company Commercial Tract, Nashville, NC
INDIVIDUAL PERMIT APPLICATION
Please find attached a complete application and supplemental information from Mr. Boyd Tolman
of Stallings Oil Company requesting an Individual Permit from the U.S. Army Corps of Engineers
(USACE) and an Individual Certification from the N.C. Division of Water Quality (DWQ). Please
contact me at (919) 846 -5900 if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
The Stallings Oil Commercial Tract
Project Type
Commercial Development
Owner / Applicant
The Stallin s Oil Company Attn: Mr. Boyd Tolman
County
Nash
Nearest Town
Nashville, NC
Waterbody Name
Stony Creek
River Basin /USGS Cataloging Unit
Neuse / 03020101
Index Number
28 -68
Class
C, NSW
IMPACT SUMMARY
Stream Impact (acres):
0
Wetland Impact (acres):
0.551
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0.551
Total Stream Impact (linear feet):
0
Attachments:
Individual Permit Application Form, Block Sheets & Supplemental Information
$240 Application Fee to DWQ

THE STALLINGS OIL COMPANY COMMERCIAL TRACT January, 2013
Individual Permit Application S &EC, PA Project No. 11610.P1
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY ................................................................. ...............................
2. INDIVIDUAL PERMIT APPLICATION ................................ ...............................
3. AGENT AUTHORIZATION ............................................... ...............................
4. BLOCK SHEETS ............................................................................. ...............................
5. MITIGATION PLAN ......................................................................... ...............................
6. PUBLIC INTEREST FACTORS ....................................................... ...............................
7. VICINITY MAPS ............................................................................... ...............................
8. IMPACT MAPS ................................................................................ ...............................
9. STORMWATER MANAGEMENT PLAN ......................................... ...............................
10. WET DETENTION BASIN CALCULATIONS /O&M AGREEMENT ...........................
11. LEVEL SPREADER CALCULATIONS /O &M AGREEMENT ... ...............................
Attachments
1) Signed Jurisdictional Determination (SAW- 2012 - 00705)
2) SHPO letter
3) Adjacent Property Owner labels (USACE only)

THE STALLINGS OIL COMPANY COMMERCIAL TRACT December 2011
Individual Permit Application S&EC, PA Project No. 11610.P1
Executive Summary
The proposed project, The Stallings Oil Company Commercial Tract, entails the
infrastructure (i.e. roads) that will support the commercial development of
property currently owned by the applicant, Stallings Oil Company, totaling ± 52
acres. The project is located immediately south of U.S. Highway 64 and east of
North Carolina Highway 58 in Nash County, NC, approximately 6 miles west of
Interstate 95 and 12 miles west of Rocky Mount.
Specifically, The Stallings Oil Company Commercial Tract is intended to be a
commercial development located in Nash County, NC. The development as
proposed has nine (A) individual lots and a proposed stormwater management
device designed to treat all runoff from the roadway infrastructure and future lot
development. A portion of the property is currently zoned as "B -1" for "General
Business" and the remainder of the property is currently zoned as "A -1" for
"Agricultural" uses. The B -1 general business district is defined by the Nashville
Municipal Ordinance as a "commercial area which provide(s) a wide selection of
convenience and comparison shopping outlets, furniture showrooms and for
personal services..." and is located "at the intersection of one or more highways
or along thoroughfares." The surrounding properties are a mix of residential
areas (zoned R -4 and R -10, high and medium densities respectively), agricultural
areas and B -1 and B -2 business areas.
Soil & Environmental Consultants, PA (S &EC) completed a detailed wetland
delineation for the site on February 23, 2011. Mr. Thomas Brown of the US Army
Corps of Engineers (USACE) and Mr. Martin Richmond of the NC Division of
Water Quality (NC DWQ) reviewed the site with S &EC staff on March 22, 2011
and agreed with the delineation. A Jurisdictional Determination (JD) packet was
submitted to Mr. Thomas Brown for signature on November 21, 2011 under
separate cover. To date, no Intermittent/Perennial and Tar - Pamlico Riparian
Buffer Determination letter from DWQ has been received. Total impacts
proposed equal 0.551 acres of jurisdictional wetlands within the FEMA 100 -year
floodplain.
All proposed wetland impacts are planned to be mitigated for through
preservation of 14.530 acres of riparian wetland and 0.662 acres of existing pond
on the property.

U.S. ARMY CORPS OF ENGINEERS
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMB APPROVAL N0.0710 -0003
33 CFR 325. The proponent agency is CECW -CO -R.
EXPIRES: 28 FEBRUARY 2013
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710- 0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320 -332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BYAPPLICAN7)
5. APPLICANT'S NAME
8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Boyd Middle - Last - Tolman
First - Nicole Middle -J Last - Thomson
Company - Stallings Oil Company
Company - Soil & Environmental Consultants, PA
E -mail Address -
E -mail Address - nthomsonl✓sandec.com
6. APPLICANT'S ADDRESS:
9. AGENT'S ADDRESS:
Address- 300 S. Wesleyan Blvd
Address- 11010 Raven Ridge Rd.
City - Rocky Mount State - NC Zip - 27804 Country -USA
City - Raleigh State - NC Zip - 27614 Country -
7. APPLICANT'S PHONE NOs. WAREA CODE
10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
a. Residence b. Business c. Fax
n/a (252) 937 -6184 (252) 443 -7997
n/a (919) 846 -5900 (919) 846 -9497
STATEMENT OF AUTHORIZATION
11. 1 hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application.
SIGNATURE OF APPLICANT DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Stallings Oil Company Commercial Tract
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
Stony Creek (C;NSW; USGS 03020101)
Address 508 W. Washington Street)
15. LOCATION OF PROJECT
Latitude: -N 35.9795 Longitude: ^W - 77.9698
City - Nashville State- NC Zip- 27856
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID 380114326999, 380114439182 Municipality Nashville
Section - Township - Range -
ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

17. DIRECTIONS TO THE SITE
From Raleigh - US Highway 64 East toward Rocky Mount to Exit 459 (NC Hwy 581Washington Street); turn right at bottom of exit ramp;
Stallings Oil site is immediately located on the left (across from existing Evans Drive).
18. Nature of Activity (Description of project, include all features)
See attached Block Sheet 18
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
See attached Block Sheet 19
USE BLOCKS 20 -23 IF DREDGED AND /OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
See attached Block Sheet 20
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
Road Crossing & Lot fill - 835 cu. yds. Lot Fill -55 cu. yds
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres 0.551 acres of riparian wetlands
or
Linear Feet
23. Description of Avoidance, Minimization, and Compensation (see instructions)
See attached Mitigation Plan
ENG FORM 4345, OCT 2012 Page 2 of 3

24. Is Any Portion of the Work Already Complete? ❑Yes ONo IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list).
a. Address- See attached Adjoining Property Owners and supplied labels
City - State - Zip -
b. Address -
City - State - Zip -
c. Address -
City - State - Zip -
d. Address -
City - State - Zip -
e. Address -
City - State - Zip -
26. List of Other Certificates or Approvals /Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
Block Sheet 26- attach
* Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein acting as the duly authorized agent of the
applicant.
U i i7
SIGNATURE OF APPLICANT DATE S IIGNAYURE OF A E T DA
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
Fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, OCT 2012 Page 3 of 3

Soil & Environmental Consultants, PA.
11010 Raven Ridge hoed • Raleigh, Notth Caroline 27614 a Phone: [phone]oo • Fax: (919) g46 -9467
wwwaa w—com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Cu. nt Landowner
Name: �3i�t► -l.1 5 OIL• CKMA Y ` !I: BOYD TOI.M�iJ
Address: qD— `J. 1Vkr 6YA -r.5 S;JL.W��t -�
FWO KX M f-J&- MO+
Phone: 2�z• +•
Project Name j Description: 7` ^!±i M i. " NAY VILI.I; SAMC Project # 1 11010. P
Date: ?•h�rI
The Department of the Army
U.S. Army Corps of Ealgineers, Wilmington District
P.O. Box 1890
Wilrnington„ INC 284-M
Attn: 1 + QKIA,r,, '!'�IZOLk q
Field Office: i -<A L r I Ir I+
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
% the current pMerly owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of• permit applications, to furnish upon request
su lemental information in support of applications, etc. from this day forward. The-- Z*day of
�t41Aa�Y . 9.a I i ,
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site,
150YD 1"-VW " 5& AM ON
Print Property Owner's Name
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
A�
cc: Mr, Steven Ball
Soil & Environmental Consultants, PA
236 LePhillip Court. Suite C M
Concord, Concord, NC 28025 3817E Lewndale Drive
Phone: (704) 720 -M Greensboro, NC 27455
Fax: [phone] Phase: (336) 540_6234
Faz: (336)5406V35

Block Sheets

STALLINGS OIL COMMERCIAL TRACT - DECEMBER 2012
BLOCK SHEETS
BLOCK 18 — Nature of Activity
The proposed project, The Stallings Oil Company Commercial Tract, entails the
infrastructure (i.e. roads) that will support the commercial development of
property currently owned by the applicant, Stallings Oil Company. This property
totals ± 52 acres and is depicted on the attached overall site plan map and
impact maps. The Commercial Tract is a planned commercial development
consisting of one (1) proposed road crossing necessary to construct the road
infrastructure to provide access within the development. Additionally, lot fill
impacts are proposed as almost the entirety of the site is located within the 100 -
year floodplain. In order to have a viable site situated above the flood plain
elevation, fills within the floodplain are a necessity. The project is located
. T .. U: imme %i tvi, south o U.S. Highway Ci and east � ior+� Carolina i �i g i
way J8 in o� 1 \1 u 1 C
Nash County, NC, approximately 6 miles west of Interstate 95 and 12 miles west
of Rocky Mount (see attached vicinity maps).
Offsite Alternatives Analysis.
The property identified within the project boundaries is currently owned by the
Stallings Oil Company. To identify and purchase property other than what was
purchased more than ten years ago would not be practical. Additionally, most
likely other property of comparable size would include similar amounts of
jurisdictional features.
Onsite Alternatives Analysis:
This site is located at the intersection of two major thoroughfares: US 64 and
highway NC 58. US 64 is a major travel way from Raleigh to Rocky Mount,
Tarboro, Greenville and the east coast. NC 58 is used to commute between the
City of Wilson, Nashville and Castalia.
The best use for any property that abuts a heavily traveled, four (4) lane, divided
highway is commercial and not residential. The unusual shape of the property
and the fact that it is dominated not only by the 100 -year flood plain, but also the
flood way and almost sixteen (16) acres of contiguous riparian wetlands, limits
alternatives for the development of this site. The road connection can only be on
highway NC 58 due to the control access along US 64. Additionally, due to NC
Department of Transportation (NC DOT) intersection design requirements, the
access road for this property must line up with the existing Evans Drive across
NC 58. The applicant is also proposing additional wetland impacts associated
with lot fill and grading. Elevating the structures out of the wetlands and the flood
plain is not feasible or practical. Commercial buildings such as fueling stations or
restaurants with a drive through, the type of businesses that will be drawn to this
site, require compliance with the Americans with Disabilities Act (ADA) which
mandates handicapped access at every door. This is not possible without fill in
the wetlands or the flood plain.

STALLINGS OIL COMMERCIAL TRACT - DECEMBER 2012
BLOCK SHEETS
BLOCK 18 - Nature of Activity (Continued)
Assuming that NCDOT would allow the road connection along NC 58 to shift and
not line up with the existing road across NC 58, a connection to the north is not
possible due to control access that extends along US 64 in addition to the close
proximity of the on -ramp onto US 64. A shift of the connection to the south would
result in more impact to jurisdictional features, including the buffered Stony Creek
as well as further encroachment into the flood plain and floodway.
Assuming that a new road could be built along with and parallel to US 64 in such
a way as to split the portions of the property that are above the flood plain, the
road impact through the flood plain would be the same and the proposed new
road would create lots that would be too small to accommodate commercial
buildings.
The materials to be used include earthen fill to construct the base for the road
and pavement materials such as asphalt, concrete and paver blocks. The road
would be paved and will use curb and gutter to manage stormwater runoff. A
stormwater device of adequate size to treat the entire site, including the roadway
and all future, anticipated impervious surfaces is proposed to treat the
stormwater generated by this project once fully built -out.
Waters of the US:
There are approximately 3,000 linear feet of stream and approximately 16 acres
of wetlands within the project boundaries. These waters are located within the
Stony Creek watershed. Stony Creek is depicted as a tributary stream within the
Tar - Pamlico River Basin, USGS Cataloging Unit No. 03020101. The N.C.
Division of Water Quality (DWQ) has classified this section of Stony Creek as "C;
NSW "; ( "C "- Secondary Recreation, fishing, wildlife, fish consumption, aquatic life
including propagation, survival and maintenance of biological integrity, and
agriculture; "NSW'- Nutrient Sensitive Waters).
The wetlands onsite were identified as being a Bottomland Hardwood Forest
wetland type as outlined in the publication " "A Field Guide to North Carolina
Wetlands." This wetland type is common throughout the piedmont region of North
Carolina and is found mainly along headwater streams like the one onsite. Many
of the wetlands within the floodplain of Stony Creek are completely inundated.
1 "A Field Guide To North Carolina Wetlands"; Department of Environment, Health and Natural
Resources, January 1996.

STALLINGS OIL COMMERCIAL TRACT - DECEMBER 2012
BLOCK SHEETS
BLOCK 19 — Project Purpose
The basic project purpose is to construct the infrastructure (i.e. road), a
stormwater management device and lot fill that will support the commercial
development of The Stallings Oil Commercial subdivision. The Commercial Tract
is a planned commercial development consisting of one (1) proposed road
crossing necessary to construct the road infrastructure to provide access within
the development. The stormwater management device is proposed on -site to
treat all stormwater runoff generated from the roadway infrastructure and future
lot development. Additionally, lot fill impacts are proposed as almost the entirety
of the site is located within the 100 -year floodplain. In order to have a viable site
situated above the flood plain elevation, fills within the floodplain are a necessity.

STALLINGS OIL COMMERCIAL TRACT- DECEMBER 2012
BLOCK SHEETS
BLOCK 20 — Reasons for Discharge
Road Crossing and lot fill — The project calls for 0.5510 acres of wetland impact
associated with a proposed road crossing and necessary lot fill. The subject
property is almost entirely comprised of not only the 100 -year flood plain, but also
the floodway associated with Stony Creek. In order to provide access into the
site, the applicant must install roadway infrastructure. Existing constraints,
including the proximity of US 64 and control access along the northern property
boundary and NC DOT's requirements related to intersection design, preclude
the proposed roadway location elsewhere on the site. The proposed lots must
be elevated above the 100 -year flood plain which means an extensive amount of
fill and grading on the subject site, including two wetland areas. These proposed
impacts are documented on the attached impact maps.

STALLINGS OIL COMMERCIAL TRACT - DECEMBER 2012
BLOCK SHEETS
BLOCK 21 — Type of Material Being Discharged and the
Amount of Each Type in Cubic Yards
WETLAND IMPACT TABLE
Wetland Impact
I
Type of Wetland
Type of
Area of
Impact
Volume of
Discharge
Site Number
Type of Impact
(e.g., forested, marsh,
Material
Being
(square
(cubic
(indicate on map)
herbaceous, bog, etc.)
Discharged
yards)
*
yards)
**
Road Crossing
Impact 1
& Lot fill
Riparian
Fill
2,503
834
Permanent
Impact 2
Lot Fill
Permanent
Riparian
Fill
164
55
Total Discharge Volume (cubic yards)
889
* Areas are rounded up to the nearest square yard.
** Volumes are rounded up to the nearest cubic yard and assume wetlands to be 0.333 yards deep and
do not account for discharge materials above this 0.333 -yard assumed depth.
STREAM IMPACT TABLE
There are no stream impacts proposed for this project.
* Areas are rounded up to the nearest square yard.
** Volumes are rounded up to the nearest cubic yard and assume wetlands to be 0.333 yards deep and
do not account for discharge materials above this 0.333 -yard assumed depth.
* ** USACE determined Perennial /Important 50' downstream from center stake of crossing, the
remainder of impacts within crossing determined to be Intermittent/Unimportant (no mitigation)

STALLINGS OIL COMMERCIAL TRACT - DECEMBER 2012
BLOCK SHEETS
BLOCK 22 — Surface Areas of Wetlands and Other
Waters Filled
WETLAND IMPACT TABLE
Wetland Impact
0)
Type of Wetland
I Located within
Distance to
Area of
Site Number
Type of Impact
(e.g., forested, marsh,
100 -year
Nearest
Impact
(indicate on
herbaceous bog etc)
, , etc.)
Floodplain
Stream
(acres)'`
map
linear feet
Impact #1
Lot Fill — Permanent
Riparian
Yes
<100'
0.0338
Impact #2
Road Crossing /Lot
Fill- Permanent
Riparian
Yes
<200
0.5172
Total Wetland Impact (acres)
0.5510
All impacts have been rounded up to the nearest 1/1000 of an acre.
** Proposed temporary impacts for construction of road crossings
STREAM IMPACT TABLE
There are no stream impacts proposed for this project.
" All impacts have been rounded up to the nearest 111000 of an acre.
*" Proposed temporary impacts for construction of road crossings
USACE determined Perennial /Important 50' downstream from center stake of crossing, the
remainder of impacts within crossing determined to be Intermittent/Unimportant
JURISDICTIONAL IMPACT SUMMARY
Stream Impact (acres):
0)
Wetland Impact (acres):
0.5510
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0.5510
Total Stream Impact (linear feet):
0

STALLINGS OIL COMMERCIAL TRACT - DECEMBER 2012
BLOCK SHEETS
BLOCK 25 — Names & Addresses of Adjoining Property
Owners, Lessees, etc., who's Property Adjoins the
Project Site.
Note: The addresses of property owners whose property adjoins the project site
of Stallings Oil Commercial were taken from the Nash County, NC GIS website
last updated on January 9, 2013.
380114323711
380118429147
380119521259 & 380118429297
McDonalds Corporation #11932
Effie B McKellar Heirs
Harvey McKellar Heirs
PO Box 277
301 St. Agnes Road
301 St. Agnes Road
Kinston, NC 28502
Uniondale, NY 11553
Uniondale, NY 11553
80118411815
380118421083
380118421006
Nash Triangle Development Corp
Nash Triangle Development Corp
Boddie Noell Enterprises Inc
PO Box 158
PO Box 729,
PO Box 4349
Nashville, NC 27856
Mount Olive, NC 28365
Anaheim, CA 92803
380118426068
380118429261 & 380118429169
380118326226 & 380114326555
WH Capital LLC
Sheila Williams Heirs
WJL Stores LLC
3290 Northside Parkway, Suite 385
204 Vale Street
PO Box 699
Atlanta, GA 30327
Nashville, NC 27856
Nashville, NC 27856
380115621897 & 3801156218971
380118329245
380118323348
Sandy Loam Land LLC
Stallings Oil Company
Tablerock Real Prop Invest LLC
PO Box 501
300 S. Wesleyan Blvd.
PO Box 277
Nashville, NC 27856
Rocky Mount, NC 27804
Kinston, NC 28502
380118429142 & 3801184251031 & 380118425103 & 380118413431
Town of Nashville
PO Box 987
Nashville, NC 27856

STALLINGS OIL COMMERCIAL TRACT - DECEMBER 2012
BLOCK SHEETS
BLOCK 26— Information about Approvals or Denials by
other Agencies.
Local Approvals:
Local approvals will be necessary for the Stallings Oil Commercial Tract project.
The Town of Nashville has informally approved the layout for this property;
however, final site approval will not occur until the US Army Corps of Engineers
and the NC Division of Water Quality have approved the proposed impacts
necessary to construct the site. Then the owner will be at liberty to supply The
Town of Nashville the required Construction Drawings which the Town will review
and approve.
North Carolina Department of Environment and Natural Resources (NCDENR)
Division of Land Resources, Land Quality Section:
An Erosion & Sediment Control Permit will be needed from NCDENR. The
NCDENR Land Quality Section enforces the requirements of the Sedimentation
Pollution Control Act of 1973 on a statewide basis.
North Carolina Division of Water Quality ( NCDWQ):
In addition to an Erosion & Sediment Control Permit that will be issued by
NCDENR -Land Quality Section, the NPDES General Stormwater Permit
(NCG010000) administered by the NCDWQ will automatically be issued.
Additionally, the NC DWQ will issue the 401 Water Quality Certification approving
the requested impacts for the site construction, which will include a post -
construction Stormwater Management Plan designed to treat and release the
stormwater for the entire site. And finally, on March 22, 2011, Mr. Martin
Richmond with the NC DWQ Raleigh Regional Office (RRO) verified the stream
determinations on the subject site as well as determining that only Stony Creek
was subject to the Tar - Pamlico River Buffer Rules. No Stream
Determination /Buffer letter has been supplied by the NC DWQ RRO to date.
US Army Corps of Engineers ( USACE):
The USACE issued a jurisdictional determination confirming jurisdictional waters
of the US on May 1, 2012 (Action ID# SAW- 2012 - 00705).

Mitigation Plan

STALLINGS OIL COMMERCIAL TRACT - DECEMBER 2012
BLOCK SHEETS
Mitigation Plan - On -site Preservation
At this time, the applicant proposes preservation of the remaining 14.530 acres of
un- impacted wetlands on the subject property. There is also an existing 0.662
acre pond on the property that will also be placed in a permanent conservation
easement. Stony Creek, a buffered, perennial stream channel, runs along the
southern property boundary of the subject property. The applicant is also
proposing to include the approximately 2,800 linear feet of stream channel and
the almost 6.5 acres of riparian buffer within the permanent conservation
easement. In order to ensure that the riparian area remains in a stable, healthy
condition, the applicant has voluntarily placed an additional 50 -feet (landward
from the edge of Zone 2 on the north side of the stream) of property within the
conservation easement proposal. On the southern side of the stream channel,
the applicant proposes to place the remaining property (from the edge of Zone 2
to the property boundary) within the conservation easement as well; this
generally amounts to at least 50 -feet, if not more, along the south side of the
stream. In short, this amounts to an additional 100 -foot buffer area on either side
of Stony Creek, or almost 13 acres of riparian area within the proposed
conservation easement. This mitigation plan results in a 26:1 mitigation ratio for
the proposed wetland impacts and includes the preservation of 0.662 acres of
open water, 2,800 linear feet of perennial stream channel and 13 acres of
riparian area. Attached is a draft of the covenants to be placed on the remaining
jurisdictional areas of the property to satisfy the proposed mitigation plan.

(Page 1 of 12)
NORTH CAROLINA
NASH COUNTY DECLARATION OF PROTECTIVE COVENANTS
THIS DECLARATION is made bya0�lnClitS�Aocl�anSlo+na North
Carolina limited liability company, with its principal place of
business in the City of Rocky Mount, Nash County, North Carolina
( "Declarant ") ;
WITNESSETH:
WHEREAS, the Declarant is the Owner of certain property known
as.�nCXar�ilo�ooc4�•ri�ior� I,Nash County, North Carolina,
which is more particularly described on a plat recorded in Map Book
Pages, Nash County Registry (the "Subdivision ");
WHEREAS, Declarant desires, to provide for the preservation,
enhancement, and maintenance of the Subdivision and the community;
and to this end desires to subject the Subdivision to the
covenants, restrictions, easements, charges, and liens hereinafter
set forth; and
WHEREAS, Declarant deems it desirable to create an agency to
which should be delegated and assigned the powers of owning,
operating, maintaining, administrating, and enforcing the covenants
and restrictions, collecting and disbursing the assessments and
charges hereinafter created, and promoting the recreation, health,
safety, and welfare of the residents; and
WHEREAS, Declarant has incorporated under the laws of the
State of North Carolina the Owners
Association as a non- profit corporation for the purpose of
exercising these functions, among others;
NOW THEREFORE, Declarant hereby declares that the Subdivision
shall be held, sold and conveyed subject to the following
easements, restrictions, covenants and conditions, which shall run
with the property, be binding on all parties having any right,
title or interest in the Subdivision or any part thereof, their
heirs, successors and assigns, and shall inure to the benefit of
each owner thereof.
ARTICLE I.
DEFINITIONS.
SECTION I. "ARTICLES OF INCORPORATION" refers to the Articles
of Incorporation of the Association.
SECTION 2. "ASSOCIATION" refers to the
owners Association, a North Carolina non - profit Corporation, its
successors and assigns.
SECTION 3, "BOARD" refers to those persons elected or
appointed to act collectively as the directors of the Association.
SECTION 4, "ARCHITECTURAL CONTROL COMMITTEE" ( "ACC ") refers to
the committee or committees charged with approving any (1) new
construction, or (2) improvement to existing structures, in the
Subdivision.

(Page 2 of 12)
t
AK'
SECTION 5. "BYLAWS " refers to the bylaws of the Association.
s;
SECTION 6. "NOOK OF RESOLUTIONS" refers to toe documept
containing rules, regula-tions and policie4 adopted y the Hoar
SECTION ', '"DECLAANT"' refers to Willow Run Properties, LLC
its successors and assigns.
SECTION 8, "OWNER" refers to the record owner, whether one or
more persons or entities, of a fee simple title to any Lot, but
excluding those having such interest merely as security for the
performance of an obligation. Each Owner shall deliver to the
office of the Association as evidence of its membership a copy of
its recorded deed for a Lot,
SECTION 9. "MEMBER" refers to every person or entity entitled
to membership in the Association as provided in this Declaration
and the Bylaws.
SECTION 10, "LOT" shall mean and refer to the residential
building plots regardless of size as shown on the reoorded map of
the Subdivision.
SECTION 11, "IMPROVEMENT" refers to all structures and
improvements to structures or Lots and any new exterior
construction or improvement,
SECTION 12. "COMMON AREAS" refers to all real property within
the Subdivision, whether natural or man -made, intended for the
common use and enjoyment of all Members, owned by the Association
or designated on the Subdivision plat as Common Areas,
ARTICLE II
COMMON AREAS OWNERSHIP AND MAINTENANCE,
SECTION 1. OWNER'S EASEMENTS OF ENJOYMENT. Every Owner shall
have a right of ingress to and egress from the Common Areas
together with a right of enjoyment in and to the-Common Areas which
rights shall be appurtenant to and shall pass with the title to
every Lot.
SECTION 2. DELEGATION OF USE. Any Owner may delegate his
rights of enjoyment of the Common Areas to members of his family,
tenants, and household guests,
SECTION 3. RULES AND REGULATIONS. The Board shall have the
power to formulate, publish and enforce reasonable rules and
regulations concerning the use and enjoyment of the Common Areas.
Such rules and regulations, along with all policy resolutions and
policy actions taken by the Board, shall be recorded in a Book of
Resolutions, which shall be maintained at the office of the
Association and available to Members for inspection during normal
business hours.
The Board shall have the power to suspend the voting rights
and right to use of any Common Areas of any Owner or any person to
whom that Owner has delegated his right of enjoyment (i) for any
period during which any assessment against his Lot remains unpaid,
and (ii) for a period not to exceed sixty (60) days for any
infraction of its published rules and regulations.
SECTION 4. MORTGAGING COMMON AREAS. The Board shall have the
power to borrow money for the purpose of improving any Common Areas

(Page 3 of 12)
and pursuant thereto to subject the Common Areas or any portion
thereof owned by the Association to a mortgage or deed of trust
without the consent of Members,
SECTION 5. COMMON AREAS DEDICATION OR TRANSFER, The Board
shall have the right to dedicate or transfer all or any parts of
the common Areas that the Association owns to any public agency,
authority, or utility for such purposes and subject to such
conditions as may be agreed to by the Board without the consent of
Members.
SECTION 6, TITLE TO COMMON AREAS, The Declarant hereby
covenants for itself, its successors and assigns, that it will, at
a time Declarant deems appropriate, convey to the Association fee
simple title to the property designated as Common Areas in the
recorded Subdivision plat, subject to easements of record for
utilities, drainage, access or other services. The Association
shall accept the conveyance of all such Common Areas pursuant to
this section.
SECTION 7, CONSERVATION EASEMENT. The Association shall
maintain in perpetuity the portion of the Common Areas that are
covered by the Conservation Easement in accordance with the
recorded easement by and between Declarant and the City of Rocky
Mount, a body politic and corporate, recorded in Book Page
Nash County Registry.
ARTICLE III.
LAND USE,
SECTION 1, RESTRICTIONS. Each Lot and the facilities on the
Common Areas shall be subject to the restrictions herein, those set
forth in the Bylaws or resolutions of the Board, and those set
forth in any additions, amendments or supplements to this
Declaration.
SECTION 2. DESIGNATED RESIDENTIAL PROPERTY RESTRICTIONS. All
Lots shall be used, improved and devoted exclusively to single
family residential use, with one single family residence not to
exceed two (2) stories in height, all subject to approval by the
ACC, No garage or outbuildings will be allowed on a Lot without the
express approval of the ACC.
SECTION 3. COMMON AREA RESTRICTION. All Common Areas and
amenities shall be used, improved and devoted to and for the
benefit of the Owners.
SECTION A, COMMON AREAS CONSTRUCTION OR ALTERATION. No person
shall undertake, cause, or allow any alteration or construction in
or upon any portion of the Common Areas except at the direction of
and with the express written consent of the Board,
SECTION 5. OFFENSIVE USE, NOXIOUS OFFENSIVE ACTIVITY. No
immoral, improper, offensive, or unlawful use, nor any noxious or
offensive activity (as so deemed by the Board) shall be carried on
or maintained upon any Lot, Common Area, nor shall anything be done
thereon which the Board determines is or may become an annoyance or
a nuisance to any Owner.
SECTION 5, BUILDING SETBACK, ETC. No building or other
improvements shall be constructed or located on any Lot otherwise
than in compliance with applicable local regulations, laws and
ordinances including, without limitation, front, side and rear
setback requirements. Any violation of the applicable front, side
and rear setback line requirements by less than 10% of the minimum

(Page 4 of 12)
distance shall be deemed waived upon recordation in the Nash County
Registry of an instrument executed by Declarant, or its successors
or assigns.
SECTION 7, ON AND OFF LOT PARKING. The Board shall regulate
the parking of boats, campers, trailers, and other such items. No
automobiles, trucks, tractors, boats, campers, or trailers shall be
regularly parked within the right -of -way of any street in the
Subdivision or within the Common Areas unless permitted by the
Board. No truck in excess of one ton may be parked regularly on a
Lot, and no vehicles shall be parked in the yards of Lots, except
on paved sections, nor shall any vehicle be displayed as being "for
sale." Goats, tractors, trailers, campers, and other such vehicles
shall not be regularly parked on a Lot.
SECTION B. MODULAR STRUCTURES. No mobile or modular home or
other mobile or modular structure Shall be constructed or placed on
a Lot.
SECTION 9. FENCES. All fences shall be of wood, masonry or
stucco construction or other material approved by the ACC.
SECTION 14. EXTERIORS. The exterior of dwellings, buildings,
improvements, walls and fences located on a Lot shall be maintained
in a good state of repair by the Owner. Maintenance shall include
painting, necessary repairs and replacement, and care of roofs,
gutters, down spouts, exterior building surfaces, walks, and other
exterior improvements. If for any reason an Owner fails to provide
such exterior maintenance the Association shall have the right(but
not an obligation) to perform such exterior maintenance, and the
cost of the same together with a surcharge of 15% for
administrative expenses shall be assessed against the Lot Owner
The Owner of each Lot grants to the Association an easement over
its Lot for said purpose.
SECTION 11. LOT MAINTENANCE, ETC. The Association shall
perform all lawn maintenance on the Lots and keep the Lots free of
tall grass, weeds, undergrowth, dead trees, trash and rubbish so as
to present a pleasing appearance. The Owner of each Lot grants to
the Association an easement over its Lot for said purpose.
SECTION 12. RESUBDIVISION. No Lot or combination of Lots
shall be subdivided so as to produce a greater number of Lots, and
no dwelling may be located on any resubdivided Lot unless all
provisions of this Declaration are satisfied.
SECTION 13. TRASH RECEPTACLES, Each Owner shall provide and
keep receptacles for garbage. All receptacles, cans, carts and
bags must not be kept in any area visible from any street, except
on garbage pick -up days. All receptacles and other equipment for
trash or waste material disposal shall be kept in a clean and
sanitary condition.
SECTION 14. ANIMALS. No animals, livestock or poultry of any
kind shall be raised, bred or kept on any Lot; except that dogs,
cats and other animals generally considered household pets may be
kept, provided that they are not kept, bred or maintained for any
commercial purpose and are not dangerous by nature. Household pets
are to be kept under control,at all times, and must not become a
nuisance by running loose, barking, or other acts.
SECTION 15, SATELLITE DISHES, ETC. No satellite dishes,
exterior antennas, or towers may be installed without prior written
approval from the ACC.
SECTION 16. CLOTHESLINES. No clotheslines may be installed
r�-

(Page b of 12)
on a Lot,
SECTION 17, MAILBOXES, Each Lot or dwelling unit shall have
only one (1) mailbox. All mailboxes, mailbox posts, and newspaper
boxes shall be maintained in good condition by the Owner.
SECTION 18. DRIVEWAYS. All driveways must be paved with
concrete, asphalt, brick or a similar hard surface material as
approved by the ACC,
SECTION 19, EXTERIOR LIGHTS, Exterior lights, flood lights,
etc, must be placed in a location and at an angle so as to not
shine directly on another Owner's Lot or residence or to prevent
another Owner's enjoyment of the darkness.
SECTION 20, SIGNS ON PROPERTY, No more than two signs will
be allowed on any Lot without obtaining written permission from
Declarant, Such signs can only display the names of a builder, or
the architect of the dwelling unit being constructed thereon, or
advertising the property as being for sale. No subcontractors'
signs may be placed on the Properties, Signs must be free standing
and not nailed to trees, All signs must be in "like new" condition
and not bent, worn or weathered. No "lead in" signs are allowed
except those installed by Declarant. Declarant and the Board
reserve the right to remove all signs that do not conform with this
Requirement.
ARTICLE IV.
ARCHITECTURAL CONTROL,
SECTION 1, ARCHITECTURAL CONTROL COMMITTEES, The ACC shall
consist of Frank S. Rarrison. Declarant shall have the sole
authority to appoint or remove members of the ACC until such time
as all Lots within the Subdivision have been conveyed, at which
time the Board shall appoint its Members, The ACC, which shall be
perpetual, shall give final approval on new construction and shall
also give final approval on all exterior modification to an
existing structure. The ACC shall have the absolute right to
approve or disapprove any plans for new construction or exterior
modification to an existing structure.
SECTION 2. PLAN OR DESIGN APPROVAL, To insure the harmony of
design and construction, location, materials and color schemes, no
dwelling, building, improvement, wall, fence, driveway, or other
structure shall be begun, altered, added to, maintained or
constructed on or adjacent to any Lot until the plans and
specifications have been reviewed and approved in writing by the
ACC.
In reviewing plans and specifications the ACC shall consider
as a basis of its approval, among other factors, the structural
design, conformity and harmony of external design and appearance
with other improvements in the Subdivision, or in the case of
additions, with the existing improvements on the Lot, the relation
of finished grades and elevations to adjoining Lots, site location
and conformity to the specific and general intent of this
Declaration,
SECTION 3. EFFECT OF FAILURE TO APPROVE OR DISAPPROVE. In the
event that the ACC fails to approve or disapprove the design of any
proposed improvements within thirty (30) days after plans and
specifications have been received, approval will not be required,
and the requirements of this Article will be deemed to have been
fully satisfied; provided, that the plans and specifications
required to be submitted shall not be deemed to have been received

(Rage 6 of 12)
by the ACC if, in the ACC's opinion, the plans contain erroneous
data or fail to present adequate information upon which the ACC can
arrive at a decision.
SECTION 4. RIGHT OF INSPECTION, The ACC and representatives
thereof shall have the right, at their election, to enter upon any
Lot during preparation, construction, erection, or installation of
any improvements to determine that such work is being performed in
conformity with the approved plans and specifications.
ARTICLE V.
MEMBERSHIP AND VOTING RIGHTS.
SECTION 1, MEMBERS. The Declarant, for so long as it shall be
an Owner, and every person or entity who is an Owner, are obligated
to be members of the Association. The foregoing does not include
persons or entities who hold an interest merely as security for the
performance of an obligation. Ownership of a Lot shall be the sole
qualification for membership, except as expressly provided
hereinafter. Membership shall be appurtenant to and may not be
separated from Ownership of an Lot which is subject to assessment
by the Association, The Board of Directors may make reasonable
rules relating to proof of Ownership.
SECTION 2. DECLARANT'S REPRESENTATION ON BOARD OF DIRECTORS OF
THE ASSOCIATION. Declarant (or its express assignee) shall have
the right to designate and select the members of the Board until
such time as seventy -five percent (750) of the Lots have been
conveyed to third persons. •Declarant may relinquish this right
(either as to the entire Board or as to any single Director) at its
option and shall have the right to do so at a time of its choosing.
Declarant shall have the right to remove any person selected by it
to act and serve on said Board and to replace such person. Any
Director designated and selected by Declarant need not be an Owner.
All other members of the Board shall be elected by the Members,
All Directors not appointed by Declarant shall be Owners. Any
representatives of Declarant serving on the Board shall not be
required to disqualify himself from any vote upon any contract or
matter between Declarant and the Association where Declarant may
have a pecuniary or other interest.
ARTICLE VI.
ASSESSMENTS,
SECTION 1. CREATION OF THE LIEN AND PERSONAL OBLIGATION OF
ASSESSMENT. The Declarant, for each Lot it owns, and other Owners,
by acceptance of a deed therefore, whether or not expressed in such
deed, are deemed to covenant and agree to pay to the Association;
(a) Annual assessments or charges;
(b) Special assessments as hereinafter provided.
The annual and special assessments together with interest
thereon and costs of collection thereof, as hereinafter provided,
shall be a charge against the Lots and shall be a continuing lien
upon the Lots against which each such assessment is made. Each
such assessment, together with interest and costs, and reasonable
attorney's fees (as provided in North Carolina General Statutes E-
21,2) incurred by the Association in collecting delinquent
assessments shall also be the personal obligation of the person or
entity who was the Owner of such Lot at the time when the
assessment became due. The obligation of a party for delinquent
assessments shall pass to his successors or assigns in title unless
expressly excused by the Board or Declarant.

(Page T of 12)
SECTION 2, PURPOSE OF ASSESSMENTS.
A. All amounts expended by the Association for landscaping and
,lawn maintenance on Lots, the expenses and cost of operating,
administering, managing, repairing, replacing and improving the
Common Areas (including the Stormwater System) ; all amounts expended
by the Association in insuring the Common Areas and Facilities,
including public liability insurance as well as hazard insurance
for loss by fire and other hazards provided by standard extended
coverage upon the Facilities located on the Common Areas; all
amounts expended by the Association in legal, engineering, or
architectural fees; all similar fees which may be incurred by the
Association from time to time in performing the functions delegated
to the Association by the Declaration; and all amounts expended in
any form by the Association in enforcing the Declaration, the
Articles of Incorporation or the Bylaws.
B. All amounts expended by the Association in carrying out any
duty or discretion as may be required or allowed by the
Declaration, Articles of Incorporation or the Bylaws.
SECTION 3, ANNUAL BUDGET AND ASSESSMENTS, The Board shall
adopt or modify an annual budget for the subsequent year of
operation, which shall provide for allocation of expenses in such
a manner that the obligations imposed by this Declaration will be
met.
SECTION A. SPECIAL ASSESSMENT FOR REPAIRS, In the event any
portion of the Common Areas are damaged or destroyed by any Owner
or any of his guests, tenants, licensees, agents, or family
members, or an Owner fails to maintain the exterior of the dwelling
and other exterior improvements on his Lot as required in Section
10 of Article III such Owner does hereby authorize the Association
to repair said damages or make such exterior repairs in a good and
workmanlike manner. The amount necessary for such repairs, labor
and material together with a 15% surcharge for administrative
expenses shall become a special assessment upon the Lot of said
Owner.
SECTION 5, SPECIAL ASSESSMENTS FOR CAPITAL IMPROVEMENT$, In
addition to the Annual Assessments authorized above, the Board may
levy one or more special assessments applicable to that year only
for the -purpose of defraying the costs of construction or
reconstruction, unexpected repair, or replacement of a described
capital improvement upon the Common Areas, including the necessary
fixtures and personal property related thereto, provided that any
such assessment shall also be approved by a two - thirds (2/3) vote
of the Members present at a duly called meeting of the Members to
consider the special assessment,
SECTION 6. SPECIAL ASSESSMENT FOR CONSERVATION AREAS, The
Board shall have the sole power and authority to adopt and levy
special assessments for the purpose of defraying the costs of
restoration, repair and maintenance of the conservation areas in
the Subdivision which are part of the storm water management system
(the "Storm water System ")which are required to be maintained by
the Association. If the Association fails to maintain the Storm
water System, the same may be subject to maintenance by the City of
Rocky Mount (the "City ") . If the City provides such maintenance it
will have a lien against the Lots for the cost of the work
performed until such cost is paid in full. The lien is perfected
upon completion of the work without any further action by the City.
The Association and Owners will be liable for the cost of the
maintenance performed by the City, its agents or contractors and
must reimburse the City for the cost of the same. If the
Association fails to pay the City within thirty(3D) days of receipt

(Page 0 of 12)
of an invoice, then each Lot and owner shall be liable for their
pro rata share of the cost. " Pro rata" as used herein shall be
determined by dividing the maintenance cost by the number of Lots,
and the figure so derived, together with interest, court costs,
late payment charges, City administrative costs and reasonable
attorney fees, is the pro rata portion attributable to a Lot. If
an Owner fails to pay his pro rata portion of the cost within
thirty(30) days following receipt of an invoice from the City, then
in such event the City at its option may either bring an action
against the Owner to pay the same or foreclose its lien upon the
Lot.
SECTION 7. DATE OF COMMENCEMENT OF ANNUAL ASSESSMENTS DUE
DATE. The Annual Assessment (initially $700.00) provided for herein
shall commence on all Lots on the first day of the month following
the issuance of a Certificate of Occupancy by the City of Rocky
Mount for the residence constructed on a Lot. Prior to that date
the Declarant or any subsequent owner of a Lot shall pay a reduced
Annual Assessment of $25.00. Payments shall be made quarterly in
advance upon billing,
SECTION S. REMEDIES FOR NON - PAYMENT OF ASSESSMENTS. Any
assessments which are not paid when due shall be delinquent. If
the assessment is not paid within thirty (30) days after the due
date, the assessment shall bear interest from the date of
delinquency at a rate not to exceed 18 %. All Owners shall execute
any agreements to secure or expedite enforcement of their
obligation to pay any assessment requested by the Board. All
Owners shall, at the option of the Board or Declarant, give
judgment by confession (pursuant to the terms of N.C.G.S. 1A -2,
Rule 68.1) for delinquent fees and assessments at any time prior or
subsequent to their accrual, The Association may bring an action
at law against the party personally obligated to pay any
assessments and interest or foreclose the lien created herein in
the same manner as prescribed by the laws of the State of North
Carolina for the foreclosure of Deeds of Trust. Costs and
reasonable attorney's fees (as set forth in Article VI, Section I
(b) above) , of any such action shall be added to the amount of such
assessment and shall be a continuing lien upon the property against
which such assessment is made. No person liable may waive or
otherwise escape liability for the assessments provided for herein
by the nonuse of the Common Areas or abandonment of his Lot.
In the event of such action at law and in the further event
that such action results in a judgment being entered against the
person liable and in favor of the Association, then, and in that
event, the Association shall be further empowered to execute on
that judgment in such manner and to the extent provided and
permitted by the laws of the State of North Carolina.
SECTION 9, SUBORDINATION OF THE LIEN TO MORTGAGES AND AD
VALOREM TAXES. The lien of the assessments on any Lot provided for
herein shall be subordinate to the lien of any mortgage, deed of
trust or first purchase money deed of trust representing a lien on
a Lot and shall be subordinate to ad valorem taxes. Sale or
transfer of a Lot shall not affect the assessment lien; provided,
however, that the sale or transfer of any Lot pursuant to a decree
of foreclosure on a mortgage thereon or any proceeding in lieu of
foreclosure thereof, shall extinguish the lien of such assessments
as to payments which became due prior to such sale or transfer. No
:sale or transfer shall relieve 'a Lot from liability or liens
arising from assessments thereafter becoming due.

(Raga 9 of 12)
SECTION 1. WALKS, DRIVES, PARKING AREAS, UTILITIES, ETC. The
Subdivision, including Lots and Common Areas, shall be subject to
such easements for water lines, sanitary sewer, storm drainage
facilities, gas lines, telephone and electric power lines,
television antenna lines, other utilities, ingress, egress and
regress and otherwise as established by the Declarant or by its
predecessor in title, prior to the conveyance of the property
within the Subdivision; and the Association shall have the power
and authority to grant and establish further easements upon, over,
under and across the Common Areas,
SECTION 2. EASEMENTS TO DECLARANT, STREET LIGHTING. Perpetual
easements for installation and maintenance of utilities, clear
vision (sight distance easements) and drainage facilities are
reserved by the Declarant as shown on the recorded plat, No
structure, planting or other materials shall be placed or permitted
to remain within or upon these easements which in Declarants
judgment may damage utilities, interfere with clear vision or with
drainage. The easement area of each Lot and all improvements
thereon except those improvements for which a public authority or
utility company is responsible shall be maintained continuously by
the Owner of the Lot. Such easement may be released by the
Declarant to Lot Owners affected when and if it appears to the
Declarant, its successors and assigns, that such easement(s) are no
longer needed for the purpose for which they were intended,
Easements are also reserved for any encroachment of a structure on
an adjacent Lot as a result of the initial constructions of
improvements on a Lot.
SECTION 3. STORMWATER,ETC, Ponds, swales, ditches, catch
basins,curb inlets, pipes, culverts, and /or other improvements,
including grades and slopes have been, or will be, constructed as
part of the design of the storm water management system for the
Subdivision, and are required as a part of subdivision approval by
the City of Rocky Mount and /or federal, state or local
jurisdictional agencies. These improvements are part of the storm
water management system, including site grades, and shall not be
removed without the prior written approval of the City of Rocky
Mount.
Some Common Areas of the Subdivision, including conservation
easements, jurisdictional wetlands, constructed wetlands,
bioretention cells, or other conservation or storm water management
areas have been, or will be,, constructed and /or established in the
subdivision design approved by the City of Rocky Mount. Removal of
vegetation from these areas is strictly prohibited, unless the
basis for such removal is established in the form of a BMP
Maintenance Plan, or such other document approved in writing by the
City of Rocky Mount. Additionally, no vegetation within the
aforementioned areas shall be disturbed or destroyed without the
prior written approval from the City of Rocky Mount.
- ARTICLE VIII.
GENERAL PROVISIONS.
SECTION 1. ENFORCEMENT.
(a) The foregoing covenants and all amendments, modifications
and supplements hereto are to run with the land and shall be
binding on and applicable to all parties and all persons claiming
under them for a period of thirty (30) years from the date these
covenants are recorded, after which time said covenants shall be
automatically extended for successive periods of ten (10) years
unless an instrument in writing signed and acknowledged by an
entirety of the Board has been recorded terminating said covenants
in whole or in part.

(Page 10 of 12)
(b) In the event the Association or any Owner fails to
undertake any activity or duty imposed by these Declarations or
should engage in any activities or omissions which will adversely
affect any Lot, Declarant or the Board shall have the right to take
such action as is necessary to protect the Subdivision.
Declarant Is or the Board dIs costs (including a reasonable attorney's
fee) shall be borne by the party whose activity or omission has
caused any damage to the Subdivision or has resulted in a breach of
this Declaration. The bill for such costs shall be payable upon
presentation. The charges thus arising shall constitute a lien as
per the.provisions of Section 6 of Article VI above.
(c) Any dispute arising under this Declaration shall be
settled by arbitration, such arbitration to be conducted in Rocky
Mount, North Carolina, in accordance with the commercial
arbitration rules then existing of the American Arbitration
Association (or, if such Association shall not then be in
existence, such other organization, if any, as shall then have
become the successor of said Association). Each party may appoint
a fit and impartial person as arbiter. If a party shall fail to
appoint an arbiter for a period of twenty (20) days after written
notice from another party to make such appointment, the arbiter
appointed within the time allowed shall decide the matter, If the
arbiters so appointed fail to agree upon the matter in dispute,
they shall appoint another arbiter. The matter in dispute shall be
resolved by majority vote of the arbiters.
The fees of the arbiters and the expenses incident to the
arbitration proceedings shall be allocated equitably between the
parties by the arbiters, The fees and expenses of counsel for the
respective party engaging such counsel or calling such witnesses
shall be borne by that party.
(d) This Declaration shall be enforced by proceedings at law
or in equity against any person or persons violating or attempting
to violate any covenant, either to restrain violation or an
impending violation, or to recover damages or other dues for such
violation. The Owners of Lots subject to these restrictions, or
any of them, jointly or severally, shall have the right to enforce
these covenants.
(e) Invalidation of any of these covenants by judgment or
court order shall in no way affect any of the other covenants
herein, which shall remain in full force and effect.
SECTION 2. AMENDMENT BY BOARD. The Board may amend these
Declarations, or any amendments thereof, subject to approval by
Declarant (as long as it owns a Lot) and two - thirds (2/3) vote of
the Members present at a duly called special meeting of the Members
to consider the proposed Amendment.
SECTION 3, AMENDMENT TO ACHIEVE TAX - EXEMPT STATUS. The
Declarant, for so long as it shall retain control of the Board (and
thereafter, the Board) may amend this Declaration as shall be
necessary to qualify the Association for tax- exempt status, Such
Amendment shall become effective upon the date of its recordation
in the Nash County Registry,
SECTION 4. EFFECT AND VALIDITY OF AMENDMENTS. All amendments
shall be effective from the date of recordation in the Nash County
Registry. When any instrument purporting to amend the covenants,
conditions and restrictions has been certified by the Board or
Declarant and recorded as provided in this Section, it shall be
conclusively presumed that such instrument constitutes a valid
amendment as to.all Owners.
Any amendment to these covenants which affects or relates to

(Page 11 of 12)
the drainage system in the Subdivision, including without
limitation, ponds, swales, ditches, catch basins, curb inlets,
pipes, culverts, or any other management system, or is nece85axy or
convenient to the operation or maintenance thereof, including
without limitation the lien granted the City for storm water
maintenance, is null and void and of no effect unless such
amendment is approved in writing by the City of Rocky Mount and
recorded in the Nash County Registry,
SECTION 5. SALE, PURCHASE OF COMMON AREAS, TAXES,
(a) Notwithstanding any provision herein to the contrary, it
is expressly provided that the Board, upon approval by the
Declarant (as long as it owns a Lot) and a two - thirds vote of the
Members at a special meeting of the Members to consider the
proposed sale, may convey, for fair market value any portion of the
Common Areas theretofore conveyed to the Association. Upon such
conveyance, the area conveyed shall cease to be Common Areas and
shall cease to be subject to these covenants relating to the Common
Areas.
(b) The Association may purchase real and /or personal property
and any property so purchased shall become Common Areas and subject
to the provisions of those covenants relating to the Common Areas.
(c) The Board shall provide for the payment of taxes or
assessments levied on the Common Areas by Nash County or the City
Of Rocky Mount. Said payments shall be paid the Association as an
expense from its Annual Assessment. In the event the Association
defaults in the payment of such taxes and assessments, which
default shall continue for a period of at least six (6) months, the
taxing or assessing governmental authority shall be vested with a
lien on each Lot in an amount determined by dividing the total
taxes and assessments due the governmental authority by the total
number of Lots. Such liens may be foreclosed by the governmental
authority in the same manner as provided for foreclosure of liens
for ad valorem taxes and assessments for public improvements.
SECTION 6.—CONFLICTS. In the event of an irreconcilable
conflict between this Declaration, any supplementary Declarations,
the Bylaws of the Association or Articles of Incorporation of the
Association,.the provisions of this Declaration shall control.
SECTION 7, SEVERABILITX, Invalidation of any one of these
covenants or restrictions by judgment or court order shall in no
way affect any other provisions which shall remain in full force
and effect.
Section 8. INSURANCE. Insurance on each Lot and the
improvements located thereon shall be purchased by each Owner and
continuously maintained for the benefit of the Owner, its
mortgagee, if any, and the Association as their interest may
appear, with a copy of the same and each renewal furnished to the
Association. The coverage shall be equal to at least 100% of the
replacement value of the improvements on a Lot against fire and
other hazards covered by standard extended coverage.
Any and all proceeds from such policies shall be payable to
the Association as an insurance trustee, to be held in trust for
the Owner and his mortgagee, if any, and distributed first to the
cost of repair or reconstruction of the damaged improvements, then
to the cost or expense of the trust, with the remainder, if any,
distributed to the Owner and his mortgagee, if any.
An Owner shall be solely responsible for and without undue
delay after the insurance proceeds are available repair or restore
his improvements following any damage or destruction of the same.
Any and all costs in excess of the insurance proceeds available fox

(Page 12 of 12)
the repair and restoration shall be paid by the Owner. If he fails
to promptly repair or restore his improvements the Association may,
at its option, use the insurance proceeds to repair or restore the
same, and any costs in excess of the insurance proceeds shall be
an assessment against the Lot and subject to collection by the
Association in the same manner as any other assessment, whether
annual or special.
Section 9.. PARTY WALLS, Each wall which is built as a part
of the original construction of a dwelling upon a Lot and placed on
the dividing line between two(2) Lots and all reconstruction and
extensions of the same shall constitute party walls, and to the
extent not inconsistent with the provisions hereof, the general
rules of party walls, lateral support in below ground construction
and of liability for property damage due to negligent or willful
acts or omissions shall apply.
The cost of repair and maintenance of a party wall shall be
shared equally by the Owners who use or benefit from the party
wall, subject, however, to the right of any Owner to call for a
larger contribution due to negligence, willful acts or omissions of
the other Owner.
SECTION 10. PROPERTY MANAGEMENT. It is anticipated that most
Lots will be rented and occupied by persons other than the Owners.
In order to maintain certain standards and consistency and to help
preserve values all rentals will be made and managed by one rental
company (hereafter the "Property Manager ") . No Owner may lease or
rent his Lot except through the Property Manager. Also, in order
to provide for a consistent quality of landscaping on the Lots the
Association shall contract with the Property Manager to provide all
grounds maintenance to a Lot. This maintenance shall not be
performed by an Owner, his tenant or any other third party.
The initial Property Manager shall be Benchmark Management
Group, Inc. The Declarant may 'from time to time appoint a
different entity to serve until 75% of the Lots are owned by third
persons, at which time the Association shall have the sole
authority to appoint or replace the Property Manager with approval
of two - thirds of the Members voting at a meeting duly called to
replace and appoint a new Property Manager.
IN WITNESS WHEREOF, the undersigned Declarant, has caused
this instrument to be executed in the manner required by law, and
this the day of
I certify that _
personally appeared bca.ore me this day and acknowledged the
execution of the foregoing instrument.
Witness my hand and official seal, this the ,day
of .

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ma"
2304471=
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JOYNER KRUNY, PLL
LANG PLMNAW & SURVICYING
SHEET 03A

Public Interest Factors

THE STALLINGS OIL COMPANY COMMERCIAL TRACT January, 2013
Individual Permit Application S &EC, PA Project No. 11610.P1
PUBLIC INTEREST FACTORS
In a document provided by the U.S. Corps of Engineers titled "Wetlands & Corps Wetland
Regulations" and dated August 13, 2001, the Corps of Engineers lists 21 specific factors that will
be reviewed related to Public Interest. These factors are similar to the "Evaluation Factors" listed
on Page 8 of the U.S. Army Corps of Engineers, Regulatory Program Application Information
document dated May 1985. These items are as follows:
Conservation
Economics Water Quality
Aesthetics
General Environmental Concerns
Wetlands
Historic and Cultural Resources
Fish & Wildlife Values
1. Conservation:
Flood Hazard Recreation
Floodplain Value Safety
Land Use
Navigation
Shore Erosion and Accretion
Recreation
Water Supply
Water Quality
Energy Needs
Safety
Food & Fiber Production
Mineral Needs
Property Ownership
Needs and Welfare of the People
In conducting the planned development, the applicant would continue to practice sound land
and water conservation by providing sedimentation and erosion control as required under
their Erosion and Sediment Control Plan. The North Carolina Department of Environment and
Natural Resources ( NCDENR), Division of Land Resources, Land Quality Section
administers the erosion control program within Johnston County. The NCDENR Land Quality
Section enforces the requirements of the Sedimentation Pollution Control Act of 1973 on a
statewide basis. Properly designed and located sediment control structures would be utilized
to prevent sedimentation of undisturbed waters. The project would avoid approximately
2,800 linear feet of streams, 13 acres of riparian area and 14.530 acres of on -site wetlands or
otherwise, 100% of total streams and greater than 96% of the total wetlands onsite will
remain undisturbed. Furthermore, the implementation of the proposed mitigation plan and
conservation easement would permanently protect 2,800 linear feet of streams and 13 acres
of riparian area within the Tar - Pamlico River Basin.
2. Economics (33CFR320.4(q)):
The applicant would be the primary beneficiary of the sale of the commercial /industrial retail
space. The project would help meet regional demand for commercial /industrial space. The
project would also provide an overall benefit to the local economy and would result in
increases in local, state and federal tax revenues. It would also result in additional job
opportunities during construction and upon occupation of retail facilities.
3. Aesthetics:
The project would be designed to mimic the surrounding conditions. As the project abuts a
heavily traveled, four (4) lane, divided highway, the best use of the property is
commercial /industrial rather than residential. Additionally, there is a ten -foot maintenance
easement along the northern property boundary, which abuts US Highway 64 NC DOT Right -
of -Way (ROW). The NC DOT ROW is regularly maintained and the required ten -foot
maintenance easement is necessary for sign access along US Highway 64. It is not
anticipated that any of this will change with the completion of the project. The project will not
diminish the aesthetics of the surrounding community.
4. General Environmental Concerns (33CFR320.4(p)):
The overall impact to the environment as a result of the construction of the project would be
minimal. Temporary increases in sediment, construction noise, traffic levels, etc., would be
expected during construction of the project. Any potential long -term impacts to wetlands,
streams, and fish and wildlife would be somewhat offset by the mitigation plan offered by the
applicant. Consideration was also given to the environmental justice of the proposed project.
The project would not result in negative impacts to persons living or owning land with the

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Individual Permit Application S &EC, PA Project No. 11610.P1
floodplain downstream of the project. Accordingly, the proposed activity would not unjustly
impact any surrounding property owner or particular minority group (ethnic, socioeconomic,
or otherwise).
5. Wetlands (33CFR320.4(b)):
The project would result in the loss of 0.551 acres of wetlands that currently provide some
nutrient filtering, sediment removal, and aquatic habitat. The applicant would mitigate for
these unavoidable impacts through on -site preservation of the remaining, undisturbed
wetlands (see attached "Mitigation Plan" for further detail) to offset the impacts associated
with this project. The project would avoid 14.530 acres of on -site wetlands and
approximately 2,800 linear feet of buffered stream channel.
6. Historic and Cultural Resources (33CRF320.4(e)):
The North Carolina Department of Cultural Resources, Historic Preservation Office (SHPO)
determined that this project will not affect any historic resources in their letter dated
December 23, 2011 (see attached).
Fish & Wildlife Values (33CFR320.4(c)):
The project would not be expected to result in permanent adverse effects to the overall fish or
wildlife value of the site. During construction, it is likely that some aquatic and terrestrial
animals within the project boundaries might be lost or displaced, along with their habitat.
Following construction, the remaining natural areas, riparian corridors and wetlands would
continue to provide habitat for fish and migratory bird species. S &EC, PA has performed a
review of National Heritage Program files and have confirmed that there are no significant
natural heritage areas or natural heritage elements of occurrences of rare plants or animals
located within the proposed project boundaries. Additionally, this review revealed that there
are significant natural heritage areas and natural heritage rare plant and animal species that
are listed within a five -mile radius of the property boundaries. Only one species, Stophitus
undulates (Creeper), was depicted within the GIS element occurrence polygon which
overlaps the southern portion of the project boundary, within Stony Creek. As this project
does not propose any stream impacts and also proposes to permanently protect Stony Creek
and the surrounding riparian area in a conservation easement, it is not expected that this
species will be adversely affected by this project.
Endannered and Threatened Species
Species that are federally listed as Endangered or Threatened are protected under the
Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531 et seq.). The U.S. Fish
and Wildlife Service (USFWS) and.NHP list four protected species that are known or
suspected to occur in Nash County, NC. Federal Species of Concern (FSC) are not protected
by the ESA and therefore the entire list of FSCs known or suspected to occur in Nash County
is not addressed within this permit application.
Nash County Federally Protected Species:
The four federally protected species documented in Nash County, NC are:
• Tar River Spinymussel (Elliptio steinstansana) — Endangered
• Dwarf Wedgemussel (Alasmidonta heterodon) — Endangered
• Red - cockaded Woodpecker (Picoides borealis) — Endangered
• Michaux's Sumac (Rhus michauxii) — Endangered
Descriptions of the appearance, habitat, and documented occurrences within 5 miles of the
project boundary for the four federally protected species known to occur in Nash County, NC
follow:

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Individual Permit Application S&EC, PA Project No. 11610.131
DWARF WEDGEMUSSEL (Alasmidonta heterodon) US — Endangered, NC - Endangered
DESCRIPTION: The Dwarf Wedgemussel is a small, freshwater mussel that is generally
brownish -black or greenish in coloration. It is the only mussel in North America with two
lateral teeth in the right valve, making dead shells of typical specimens relatively easy to
identify. The Dwarf Wedgemussel was federally listed as endangered in 1990. Atypical
specimens may be confused with members of the genus Elliptio, but can be differentiated
by "its mottled but colorful mantle margin" (Fuller 1977).
RANGE: The Dwarf Wedgemussel is found in North Carolina only in the Neuse and Tar
River drainages. It has been documented in North Carolina by NHP within Franklin,
Granville, Halifax, Johnston, Nash, Orange, Vance, Wake, Warren, and Wilson Counties.
HABITAT: Habitat of the Dwarf Wedgemussel varies greatly. It can be found in small
creeks to large rivers, in sand, mud, gravel, or under root mats (USFWS 1993, USFWS
2007).
NEARBY DOCUMENTED OCCURRENCE: The GIS polygon of a NHP element
occurrence record of the Dwarf Wedgemussel within Stony Creek is located
approximately 2.8 river miles upstream of the project boundary. This record represents a
1992 report of Dwarf Wedgemussel shells found below Bodies Millpond, and includes an
area extending approximately 2km upstream and 2km downstream of SR 1302.
TAR RIVER SPINYMUSSEL (Elliptio steinstansana) US — Endangered, NC — Endangered
DESCRIPTION: The Tar River Spinymussel, one of only three freshwater mussels in the
world with spines, is a medium -sized mussel reaching about 2.5 inches in length. In
young specimens, the shell's outer surface (periostracum) is an orange -brown color with
greenish rays. Adults are darker with inconspicuous rays. The inside of the shell (nacre)
is yellow or pinkish at one end and bluish -white at the other. Juveniles may have as many
as 12 spines; however, adult specimens tend to lose their spines as they mature.
RANGE: Existing populations of the Tar River Spinymussel are currently restricted to two
small areas of the main stem of the Tar River and one larger area of Swift Creek, a
tributary to the Tar River (USFWS 1992). Of the three known, extant populations, recent
reproduction has been observed only in the Swift Creek population, with the other two
populations apparently consisting of only a few, scattered adults (USFWS 1992).
HABITAT: The Tar River Spinymussel lives in relatively silt -free, uncompacted gravel
and /or coarse sand in fast - flowing, well oxygenated stream reaches. It is found in
association with other mussels, but it is never very numerous. This species is reportedly
highly susceptible to low concentrations of pollutants including sediment, pesticides, and
nutrient loading.
NEARBY DOCUMENTED OCCURRENCE: Based on the NHP records search, the Tar
River Spinymussel has not been documented within 5 miles of the project boundary.
RED - COCKADED WOODPECKER (Picoides borealis) US — Endangered, NC — Endangered
DESCRIPTION: The Red - cockaded Woodpecker (RCW) is a medium -sized woodpecker
with a conspicuous white patch on each cheek. The red "cockade" for which the species
is named is usually inconspicuous. The back is black, with white bars, and the belly is
spotted and barred.
RANGE AND POPULATION LEVEL: In North Carolina, the RCW is most common in the
Sandhills and Coastal Plain, where mature stands of Longleaf Pine still occur. In the

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Individual Permit Application S &EC, PA Project No. 11610.P1
Piedmont, the species is less common but has been reported. Populations of the RCW
have increased in recent years due to intensive habitat management practices including
prescribed burning, and direct stewardship efforts such as nest cavity creation.
HABITAT: The RCW is a habitat specialist, requiring mature growth of pine forest with a
grassland component underneath. For nesting /roosting habitat, open stands of pine
containing trees 60 years old and older are needed. Red - cockaded woodpeckers need
live, large older pines in which to excavate their nest cavities. Longleaf Pines ( Pinus
palustris) are most commonly used, but other species of southern pine are also
acceptable. Dense stands (stands that are primarily hardwoods, or that have a dense
hardwood understory) are avoided. Foraging habitat is provided in pine and pine
hardwood stands 30 years old or older with foraging preference for pine trees 10 inches
or larger in diameter. In good, moderately stocked, pine habitat, sufficient foraging
substrate can be provided on 80 to 125 acres.
NEARBY DOCUMENTED OCCURRENCE: Based on the NHP records search, the Rec-
cockaded Woodpecker has not been documented within 5 miles of the project boundary.
MICHAUX'S SUMAC (Rhus michauxM US — Endangered NC - Endangered
DESCRIPTION: Michaux's Sumac, or False Poison Sumac, Rhus michauxil (US:
Endangered, NC: Endangered), is a low, densely hairy shrub with erect stems which are
mostly 0.3 to 0.6 m in height. Michaux's sumac forms dense clumps when in healthy
populations. The compound leaves are divided into 7 to 13 leaflets originating from a
hairy rachis (axis), which may be narrowly winged near the apex. Each leaf is finely to
coarsely toothed on its edges.
RANGE: Michaux's Sumac has been documented by the NHP in North Carolina within
Cumberland, Davie, Durham, Franklin, Hoke, Johnston, Lincoln, Mecklenburg, Moore,
Orange, Richmond, Robeson, Scotland, Union, Wake, and Wilson Counties.
HABITAT: Michaux's Sumac is shade intolerant, inhabits sandy or rocky open woods
(USFWS 2007), highway rights -of way, roadsides, or edges of artificially maintained
clearings (Patrick et. al. 2007) in association with basic (USFWS 2008) to circumneutral
soils (NatureServe, 2008). Apparently, this plant survives best in areas where some form
of disturbance has provided an open area (Patrick et. al. 2007). Although roadside
occurrences appear to be thriving in the presence of some level of disturbance (i.e.,
mowing), they are always under the constant threat of catastrophic disturbance. Roadbed
widening or heavy equipment activity on cleared lands, for example, may dramatically
reduce the number of individuals (NatureServe 2008).
NEARBY DOCUMENTED OCCURRENCE: Based on the NHP records search,
Michaux's Sumac has not been documented within 5 miles of the project boundary.
Other Rare Species Documented Within a 5 -mile Radius of the Project Boundarv:
North Carolina Natural Heritage Program (NHP) Records within a 5 -mile radius of the boundary of
the project site were investigated on December 8, 2011. A file search for all federal, state, and
NHP listed species within a 5 -mile radius of the project boundary was performed using the NHP
Virtual Workroom (NHP 2011). The following species were documented to occur within 5 miles of
the site boundary:
SANDHILLS LILY (Lilium pvrophilum) US — Federal Species of Concern. NC — Endangered /SC
DESCRIPTION: The Sandhills Lily is also known as the Sandhills Bog Lily. Superficially,
this plant is somewhat similar to the Carolina Lily (L. michauxii), in its one to several,

THE STALLINGS OIL COMPANY COMMERCIAL TRACT January, 2013
Individual Permit Application S &EC, PA Project No. 11610.P1
nodding flowers with recurved tepals, relatively few whorls of leaves, and relatively few
leaves per whorl. (Weakley 2008). The flowering period of the Sandhills Lily is July.
RANGE: Coastal plain of NC, SC, and VA.
HABITAT: It occurs within the Longleaf Pine ecosystem in sandy wet to dry ecotonal
situations such as stream heads, seeps, swampy streams, and wet maintained
powerlines (Skinner and Sorrie 2002). In the Sandhills, this species is mainly found in
peaty seepage bogs, while in the upper Coastal Plain it is usually seen in peaty swamp
margins. See Skinner & Sorrie (2002) for detailed information on this species.
NEARBY DOCUMENTED OCCURRENCE: The GIS polygon of a historic NHP element
occurrence record of the Sandhills Lily is located approximately 1.5 miles from the project
boundary. This record represents a specimen collected in 1949 from a recently burned
pocosin.
TRIANGLE FLOAT ER (Aiasmidonta unauiata) NC — Threatened
DESCRIPTION: The Triangle Floater is a medium sized, yellowish to green mussel with
dark rays, possessing a distinct posterior ridge and strong ridges.
RANGE: This species of mussel is found in North Carolina in the Chowan, Pamlico,
Roanoke, Neuse/Tar, Cape Fear, and Pee Dee river basins.
HABITAT: The NCWRC website lists the species as having "no particular habitat
preference across its range, having been collected from silt/sand in slower moving
waters, gravel /sand in riffles and runs, and from crevices in bedrock ". Bogan lists it as
being found in ponds and canals (2002), and Ortmann states that it is "common in
smaller rivers and streams, going well into the headwaters..." (1919).
NEARBY DOCUMENTED OCCURRENCE: The GIS polygon of a current NHP element
occurrence record of the Triangle Floater is located within Stony Creek approximately 2.8
river miles upstream of the project boundary. This record represents a single sampling in
1993 which produced multiple specimens of this species.
NEUSE RIVER WATERDOG (Necturus lewisi) NC — Special Concern
DESCRIPTION: The Neuse River Waterdog is a large, aquatic salamander. Its overall
color is brown, with large, round to oval black spots.
RANGE: The Neuse River Waterdog is a North Carolina endemic, and is found only in
the Neuse and Tar - Pamlico River basins.
HABITAT: Large, perennial streams and rivers in the Neuse and Tar - Pamlico River
basins.
NEARBY DOCUMENTED OCCURRENCE: The GIS polygon of a NHP element
occurrence record of the Neuse River Waterdog is located within Stony Creek
approximately 1.1 river miles upstream of the project boundary. This record represents a
1980 survey which found multiple size classes of this species present at the sampling
site. No surveys of this site have been documented by NHP more recently than 1980;
however, the NC Wildlife Resources Commission is currently conducting a study to
document the current range of the Neuse River Waterdog in North Carolina.

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ROANOKE BASS (Ambloplites cavifrons) US — Federal Species of Concern. NHP — Significantly
Rare
DESCRIPTION: The Roanoke Bass is a medium sized, freshwater fish with
RANGE: The Roanoke Bass has been documented by NHP in North Carolina in Durham,
Edgecombe, Franklin, Granville, Halifax, Johnston, Moore, Nash, Orange, Person, Pitt,
Wake, and Warren Counties.
HABITAT: Perennial streams in the Neuse, Chowan, Roanoke, and Tar River basins.
NEARBY DOCUMENTED OCCURRENCE: The GIS polygon of a NHP element
occurrence record of the Roanoke Bass is located in Sapony Creek approximately 4.7 air
miles from the project boundary. This record represents a possibly extirpated population
documented prior to 1971.
A- ATER PURSLANE 0 diplis diandra) NC — Significantly Rare (Peripheral)
l
DESCRIPTION: Water Purslane is a small, aquatic, herbaceous plant.
RANGE: Eastern U.S. and Utah. In North Carolina, it has been documented within
Chowan, Edgecombe, Harnett, Hertford, Johnston, Moore, Nash, Perquimans,
Richmond, Wake, and Warren Counties.
HABITAT: Ponds, lakes, slow flow areas of streams.
NEARBY DOCUMENTED OCCURRENCE: The GIS polygon of a historical NHP element
occurrence record of Water Purslane is located approximately 3 miles from the project
boundary. This record represents a plant or plants found in Bodies Mill Pond (on Stony
Creek) in 1956.
BALD EAGLE (Haliaeetus leucocephalus) US — Bald and Golden Eagle Protection Act. NC —
Threatened
PROTECTION: The Bald Eagle, although no longer listed as Threatened under the
Endangered Species Act, is still protected by the Bald and Golden Eagle Protection Act
of 1940. This act, and it subsequent amendments, provides penalties for "take" of Bald
Eagles. "Take" is defined broadly, to include any act which may be injurious to an eagle
or which may disturb or molest eagles or the area surrounding an eagle nest.
DESCRIPTION: The Bald Eagle is a very large raptor. Adults are dark brown with a white
head and tail. Juveniles are brown overall, with some light colored flecking. The feet and
beak are yellow.
RANGE: This species is found throughout most of the U.S.
HABITAT: Its preferred foraging and nesting habitat is near large bodies of open water,
where there are plenty of fish and waterfowl to eat and tall trees for nesting and roosting.
Lakes, marshes, rivers and coastal areas all serve as habitat for this species. In North
Carolina, the Bald Eagle is most commonly seen around large lakes and reservoirs such
as Jordan Lake and Lake Mattamuskeet.
NEARBY DOCUMENTED OCCURRENCE: The GIS polygon of a NHP element
occurrence record of the Bald Eagle is located approximately 4 miles from the project

THE STALLINGS OIL COMPANY COMMERCIAL TRACT January, 2013
Individual Permit Application S &EC, PA Project No. 11610.131
boundary. This record represents a known occurrence adjacent to the Tar River
Reservoir.
NORTH CAROLINA SPINY CRAYFISH (Orconectes carolinensis) NC — Special Concern
DESCRIPTION: The North Carolina Spiny Crayfish is a medium to large, tan to green
crayfish, often with dark mottling. The crayfish gets its common name from its strong
cervical, branchiostegal, and marginal spines.
RANGE: The North Carolina Spiny Crayfish is a North Carolina endemic, and is found
only in the Neuse and Tar - Pamlico River basins.
HABITAT: Small and large streams.
NEARBY DOCUMENTED OCCURRENCE: The GIS polygon of a NHP element
occurrence record of the North Carolina Spiny Crayfish is located within Stony Creek
approximately 4.6 river miles downstream of the project boundary. The North Carolina
Spiny Crayfish was last surveyed for and observed at this site in 2001.
RAFINESQUE'S BIG -EARED BAT (COASTAL PLAIN SUBSPECIES) (Corynorhinus rafinespuii
macrotis) US — Federal Species of Concern, NC — Special Concern
DESCRIPTION: Rafinesque's Big -eared Bat is one of only two North Carolina bat
species with ears over 1 inch long. This species is distinguished from Townsend's 3ig-
eared Bat by having white tips on the ventral hairs, brown tips on the dorsal hairs, and fur
on the feet extending past the claws.
RANGE: In North Carolina, the Coastal Plain subspecies of Rafinesque's Big -eared Bat
has been documented by the Natural Heritage Program to occur in Beaufort, Bertie,
Bladen< Brunswick, Chowan, Columbus, Craven, Dare, Duplin, Gates, Hertford, Hoke,
Martin, Nash, New Hanover, Northampton, Pender, Perquimans, Richmond, Robeson,
Sampson, Tyrrell, Washington, and Wayne Counties (LeGrand 2008).
HABITAT: Typical roosting habitat of Rafinesque's Big -eared Bat includes mines,
abandoned buildings, mines, and caves (Burt 1980), but they have also been found
under loose tree bark and in hollow trees (Webster 1985). Roosts are usually located
near water (LeGrand 2008).
NEARBY DOCUMENTED OCCURRENCE: The GIS polygon of a NHP element
occurrence record of Rafinesque's Big -Eared Bat overlaps the project area. This record
represents a non - specific, obscure published occurrence of the species in Nash County,
and has no specific locality or date reference associated with it.
CREEPER (Strophitus undulatus) NC - Threatened
DESCRIPTION: The Creeper is a medium sized, yellowish to greenish, brown, or black
mussel without dark rays.
RANGE: The Creeper is a widely distributed mussel species found in North Carolina
within the Broad, Pee Dee, Cape Fear, Neuse, Pamlico, and Roanoke River basins
( Bogan 2002).
HABITAT: Bogan states that the Creeper is "...adaptable to a variety of aquatic habitats,
from the high gradient small streams to the main channel of the upper Allegheny river in
finer sediments to large gravel..." and mentions that it buries in substrate at depths of no
more than 3 -4 feet (2002). According to the NCWRC, the mussel may be found in silt,

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Individual Permit Application S &EC, PA Project No. 11610.131
sand, gravel, mixed substrates, from headwater streams to large rivers and lakes to a
(water) depth of 4 meters (NCWRC website).
NEARBY DOCUMENTED OCCURRENCE: The GIS polygon of a current NHP element
occurrence record of the Creeper within Stony Creek overlaps the southern portion of the
project boundary. The Creeper was last surveyed for and observed at this site in 2002.
NOTCHED RAINBOW (Villosa constricta) NC — Special Concern
DESCRIPTION: The Notched Rainbow, Villosa constricta, is a small, sexually dimorphic
mussel species.
RANGE: Its distribution in North Carolina includes the Catawba, Pee Dee, Cape Fear,
Neuse, Pamlico, Roanoke, and Chowan River basins ( Bogan 2002).
HABITAT: The habitat for the Notched Rainbow includes both small streams and rivers. It
is most commonly found in shallow areas with good current and a sand /gravel substrate,
and tree root mats in stable banks, although it can also be found in mud (NCWRC
website).
NEARBY DOCUMENTED OCCURRENCES: Two GIS polygons of current NHP element
occurrence records of the Notched Rainbow are located within 5 miles of the project
boundary. These occurrences are documented within Stony Creek approximately 3.2
river miles upstream and 4.4 river miles downstream of the project boundary. These
records represent 1993 and 2004 surveys for the species.
No on -site surveys for Endangered, Threatened, or otherwise rare species or their
potentially suitable habitat were performed associated with the preparation of this permit
application.
References
American Bald Eagle Information. 2007. internet -based search.
<http: / /www.baldeagleinfo.com /eagle /eagle4.htm1> Accessed 13 February 2007.
Bogan, A.E. 2007. Workbook and Key to the Freshwater Bivalves or North Carolina (DRAFT).
North Carolina Museum of Natural Sciences, Raleigh, NC 105 pp., 10 color plates.
Bull, J. and John Farrand Jr. 1977. National Audubon Society Field Guide to North American
Birds, Eastern Region. Alfred A. Knopf, New York. 797 pp.
Burt, W.H. and R.P. Grossenheider. A Field Guide to the Mammals — North America North of
Mexico. 3`d ed. 1980. Houghton Mifflin, New York, New York. 289pp.
Fuller, Samuel L.H. 1977. Freshwater and terrestrial mollusks. In Endangered and Threatened
Plants and Animals of North Carolina, eds. J.E. Cooper, S.S. Robinson, and J. B.
Funderburg, 143 -194. Raleigh, NC: N.C. State Museum of Natural History.
Le Grand, H.E. Jr., S.E. McRae, S.P. Hall, and J.T. Finnegan. 2008. Natural Heritage Program
List of the Rare Animal Species of North Carolina. North Carolina Natural Heritage
Program, Office of Conservation and Community Affairs; N.C. Department of
Environment and Natural Resources, Raleigh. 119 pp.
NatureServe. 2008. NatureServe Explorer: An online encyclopedia of life [web application].
Version 6.2. NatureServe, Arlington, Virginia. Available http: / /www.natureserve.org /explorer.
Accessed February 2009.

THE STALLINGS OIL COMPANY COMMERCIAL TRACT January, 2013
Individual Permit Application S &EC, PA Project No. 11610.P1
North Carolina Natural Heritage Program [NHP]. N.C. NHP internet -based search.
"http: / /www.ncnhp.org" Accessed December 8, 2011.
[NCWRC] North Carolina Wildlife Resources Commission. 2007. internet -based search
< http: / /www.ncwildlife.org /pg07_ wildlifespeciescon /pg7blal_20.htm> Accessed 14 February
2007.
Ortmann, A.E. 1918. The nayades (freshwater mussels) of the Upper Tennessee drainage. With
notes on synonymy and distribution. Proceedings of the American Philosophical Society
57:521 -626.
Patrick, T.S., Allison, J.R., and Krakow, G.A. 2008. Internet -based search. Protected Plants of
Georgia: An Information Manual on Plants Designated by the State of Georgia as
Endangered, Threatened, Rare, or Unusual. Georgia Natural Heritage Program.
"http: / /georgiawildlife.dnr. state. ga. us /assets /documents /rhusmi.pdf' Accessed May 2008.
Sibley, D.A. 2000. The Sibley Guide to Birds. Alfred A. Knopf, New York. 545 pp.
Skinner, M. W. & B. A. Sorrie. 2002. Conservation and Ecology of Lilium pyrophilum, a New
Species of Liliaceae from the Sandhills Region of the Carolinas and Virginia, USA. Novon
12:94.
US Fish and Wildlife Service [USFWS]. 1992. Revised Tar Spinymussel Recovery Plan. Atlanta,
GA. 34 pp.
- -- -1993. Dwarf Wedge Mussel (A/asmidonta heterodon) Recovery Plan. Hadley, MA. 46pp.
- - - -- 2007. Dwarf Wedgemussel (Alasmidonta heterodon) 5 -Year Review: Summary and
Evaluation. Concord, NH. 27pp.
- - - -- 2007. internet -based search. <http: / /www.fws.gov /nc -es /birds /balde.html> Accessed 13
February 2007.
- - - -- 2008. Internet -based search. Michaux's Sumac in North Carolina. "http://www.fws.gov/nc-
es/plant/michsumac.html" Accessed August 2008.
Weakley, A.S. 2008. Internet review of Flora of the Carolinas, Virginia, Georgia, and Surrounding
Areas, Working Draft. University of North Carolina Herbarium (NCU) North Carolina Botanical
Garden University of North Carolina at Chapel Hill
"hftp://www.herbarium.unc.eduNVeakleysFIora.pdf'Accessed May 2008.
Webster, W.D., J.F. Parnell, and W.C. Biggs, Jr. Mammals of the Carolinas, Virginia, and
Maryland. 1985. The University of North Carolina Press, Chapel Hill, North Carolina. 255 pp.
8. Flood Hazard:
The project would not be expected to have an impact on the overall hazard of flooding
downstream of the project site. Nashville participates in the National Flood Insurance
Program (NFIP) and a detail study was performed for the Nashville community. Provided that
fill is placed within the floodplain and not the designated floodway, the impact study area to
downstream properties remains unchanged. Placement of fill in the floodplain is consistent
with and compliance of the flood study and the intent of the community program implemented
by NFIP. The development would result in increases to impervious surface within the
watershed, but some of this increase would be offset by the retention of storm water runoff by
the remaining natural wetlands and riparian corridors.

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9. Floodplain Value (33CFR320.4(I)):
Pursuant to Executive Order 11988, consideration is also given here to the effect that the
proposed project may have in reducing the risk of flood loss, minimizing the impact of floods
on human safety, health and welfare, and restoring and preserving the natural and beneficial
values served by floodplains. The majority of the Stallings site is within the 100 -year
floodplain to Stony Creek. No impacts are proposed to the floodplain areas other than the fill
required for the proposed road crossing and the necessary fill to raise the proposed lots to
the appropriate elevation. Further, the impacts are within the 100 -year floodplain and not the
floodway, an important distinction. The road crossing and lots are designed so as not to dam
floodwaters after a significant storm event. The wetlands that are to remain within the project
area would assist in the retention of stormwater runoff and downstream flooding. Overall, the
project should not result in measurable impacts to the functions or value of the floodplain
areas.
10. Land Use:
As proposed, the development would result in the conversion of a portion of the site from "A-
. (agrlCUltUiral iYSog) to "R_1" ( general b:lSineSS) Which iS C01 -stent V,,th other portions of the
property as well as the surrounding area which are a mix of residential areas (zone R -4 and
R -10, high and medium densities, respectively), agricultural areas and B -1 and B -2 business
areas. While this is a change in land use, the project would remain consistent with local
zoning requirements and land use in the general vicinity of the project site. Additionally, the
project is located adjacent to existing commercial development with a similar land use as well
as abutting US Highway 64, a multi - laned, divided highway.
11. Navigation (33CFR320.4(o)):
The project is located on a non - navigable waterway. Accordingly, consideration of the
project's effect on navigation is not applicable.
12. Shore Erosion & Accretion:
This public interest issue is not applicable to this application as the project is not located in an
area where shoreline erosion or accretion is problematic. Terrestrial erosion and potential
sedimentation to surface waters would be addressed through the Division of Land Resources
— Land Quality Section's required Sedimentation and Erosion Control Plan.
13. Recreation:
As this project is for a commercial /industrial development, there is not much call to supply
recreational opportunities on the site. However, the project will retain the existing 0.662 acre
pond in addition to approximately 2,800 linear feet of stream and about 13 acres of natural
riparian corridor and 14.530 acres of wetlands. Any potential turbidity that is generated
during construction would likely be carried into Stony Creek (Class "C; NSW" by N.C. DWQ),
but would be minimized due to an approved Erosion and Sediment Control Plan. Class "C"
waters are protected for secondary recreation, fishing, wildlife, fish and aquatic life
propagation and survival, agriculture and other uses suitable for Class C.
14. Water Supply (33CFR320.4(m)):
The project is not expected to result in measurable increases in water consumption.
Increases to impervious surfaces on site may result in changes to the extent of water
infiltration; however any impacts are expected to be negligible.
15. Water Quality (33CFR320.4(d)):
A North Carolina Division of Water Quality certification has been applied for in association
with this permit application. Special conditions are anticipated, and a copy of these
conditions will be provided to the USACE. No major impacts to water quality are expected.
However, increases in turbidity during construction, loss of nutrient removal capacity of the

THE STALLINGS OIL COMPANY COMMERCIAL TRACT January, 2013
Individual Permit Application S &EC, PA Project No. 11610.P1
filled wetland, and some discharge of pollutants and nutrients in the runoff could result. The
devices required under the Sedimentation and Erosion Control Plan would assist in the
protection of water quality. This project will also require a DWQ approved stormwater
management plan. The approved stormwater "Best Management Plan" (BMP) device along
with the remaining wetlands and riparian corridors would provide both stormwater retention
and treatment of any runoff associated with the project to prevent any cumulative affects to
Stony Creek in addition to other downstream waters.
16. Energy Needs (33CFR320.4(n)):
The proposed project would not be used for the generation of power. The proposed project
will increase the current rate of power consumption required for this area. However, energy
demands are not anticipated to increase beyond previous development expectations for this
area. Accordingly, consideration of the project's effect on energy needs is not applicable.
17. Safety:
The project would be designed in accordance with local traffic safety regulations and should
not result in additional safety concerns. To that end, NC DOT has determined that the
applicant must design and install a round -about at the existing intersection of Evans Drive
and NC Highway 58, which will be coincident with the roadway entrance for the subject site.
This is part of the necessary traffic control due to the proximity of the entrance and exit ramps
for US Highway 64 immediately adjacent to the Stallings property.
18. Food & Fiber Production:
The project is entirely commercial in nature and consideration of its effect on food and fiber
production is not applicable.
19. Mineral Needs:
The project is entirely commercial in nature and consideration of its effect on mineral needs is
not applicable.
20. Considerations of Property Ownership
Adjacent landowners may be affected as a result of the proximity of their property to the
project, and the possibility of an increase in their property value and resulting tax rate.
However, the use of the land would be consistent with the designated zoning, and issuance
of the permit would be consistent with the owner's right to reasonable, private use of their
land, and in keeping with the public's interest in economic investment.
21. Needs and Welfare of the People
The economic value resulting from the project would benefit the public. Specifically, the local,
state, and federal tax base would benefit from the ;value added to the property and the
temporary and_ permanent jobs that would be created.

Vicinity Maps

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I I G 10.P 1 VICINITY MAP - REGIONAL
STALLI N GS OIL
Project Mgr.: COMMERCIAL SITE Soil & Environmental Consultants, PA
NT 11010 Raven Ridge Rd.- Raleigh, NC 27614
NASHVILLE, NASH CO., NC [phone] - (919) 846 -9467
Scale: Web Page: www.SandEC.com
I" = 2 Mlles
2003 NC Atlas *Gazetteer
1/17/13 Page 42

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1/17/13 NC OneMap 2010 Aeriai5
47 q
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
(919) 846 -5900 - (919) 846 -9467
Web Page: www.SandEC.com

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1 161 o•W I Topographic Quadrangle
Project M9r•: 5talling5 Oil N35hvllle Soil. & Environmental Consultants, PA
55 Joyner Keeny 11010 Raven Ridge Rd.- Raleigh, NC 27614
5cale: Na5h Co, NC (919) 846 -5900 - (919) 846 -9467
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Projwt Mgr.: Stallings Oil Nashville Soil & Environmental Consultants, PA
55 Joyner Keeny 11010 Raven Ridge Rd.- Raleigh, NC 27614
scale: Nash Co, NC [phone] - [phone]
Web Page: www.SandEC.com
I' = 2.000'
Nash Co Sod Survey
IPJ22/1 1 Sheet 8

Overall Site Plan &
Impact Maps

STAL.L.INGS T T OIL COMPANY - NAS�iVILLE SITE
NASH CROSSITTG
SUBDIVISION
8
SCALE 1 300'
PREPARED BY.
JOYNER KEENY, PLLC
e i % ^" ? LAND PLANNING & SURVEYING
OWNER �. 1051 N. Winstead Avenue
STALLINGS OIL COMPANY
V"eysn Bouhmud _ P.O. Box 7533
300 a Rocky Mount NC 27804 ; Rocky Mount, NC 27804
NC Firm No. P -0551
f - ) V. 252.977.3124
F: 252 985 6026
INDEX OF SHEETS
SHEET 01
COVERSHM
SHEET 02
EXISTING CONDITIONS
SHEET 03
SITE PLAN
SHEET 03A
CONSERVATION EASEMENT PLAN
SHEET 03H
PROPOSED ENVIRONMENTAL IMPACTS PLAN
SHEET 04
EROSION CONTROL PLAN
SHEET 05
GRADING AND DRAINAGE PLAN
SHEET 06
UTILITY PLAN
SHEET 07
ROAD PLAN AND PROFILE
SHEET 08
BMP PLAN AND DETAILS
SHEET 09
DETAILS
SHEET10
DETAILS

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NOTES
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OTHERWISE
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2.1", PLAN.
h.
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S i1rP% \ 50 TAR -PAAI M1 _
f : $ !' `%' S''',.e ' ,'• % y,� �` \ F oY TOP OF 84W W
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SCALE: •, "e ,00 F16T
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DRAWING FILE
11001MMICYS OP•..b.V
= •a SEAL =
SHEET 03

|
Proposed impacts
Wedand Impact.,
Area 1= 1472 sf
Area 2= 22528 s
Total wettand impact 24,000 ��.0.55 acres
Buffer Impact = Zero
/
/
/
_-- --- _--
— '
Ac
0
DATE
DRAWN BY
STNIJMK
JOB NUMBER
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tit BE

OWNER.
STALLINGS OIL COMPANY
3003. 000yan -Boulevard
Rocky mount NC 27804
SCALE:' 1 80 FeWr
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130.0
125.0
LIGEM
DATE
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7
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SANOARY SEWER
SCALE
MH
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SANOARY SEWER MAM40LE
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DRAWN BY
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CATE VALVE
12MW12
7
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SOS
SANOARY SEWER
SCALE
MH
MANHOLE
SANOARY SEWER MAM40LE
LL'W > -
SHORN ORANAGE MANHOLE
DRAWN BY
/#QNSHED OWE)
JoyNaR Ksamy, PLLC
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JOB NUMBER
110012A
=Z7
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LAYOUTTAB
wily
Holz
1. INSIALL CAPPED W STUB-OUr AS 840M ON THE PLAN, WrrH OAX SLOM
2 CAP WATER SEWCE UNE FOR EACH LOT.
1+00 2+00 3+00 4+00 5+00 6+00
7+00 8+00 9+00
STATION
PROFILE: SS—Cl
HORIZONTAL SCALE: I"=60'
VERTICAL SCALE: 1 "=10'
10+00 11+00 12+4UU fJ — 1—
T ±1'BysK
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1+00 2+00 3+00 4+00 5+00 6+00
7+00 8+00 9+00
STATION
PROFILE: SS—Cl
HORIZONTAL SCALE: I"=60'
VERTICAL SCALE: 1 "=10'
10+00 11+00 12+4UU fJ — 1—
. R.O
R
32
SHEET 06
150.0
140.0
130.0
LL'W > -
125.0
JoyNaR Ksamy, PLLC
. R.O
R
32
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Stormwater Management Plan

NASH CROSSING
SUBDIVISION
JK PROJECT# 1 100 1 2A
508 W WASHINGTON ST
NASHVILLF-, NC 27804
STORM DRAINAGE & EROSION CONTROL
CALCULATIONS
DEcEmEmR 19, 2012
5E
3325 --
..A
tM�
PREPARED BY:
Joyner [<',eeny, PLLC
Planning &Land Surveying
P.O. Box 7583
ROCKY MOUNT, NC 27804
NORTH CAROLINA FIRM LICENSE NUMBER: P -OSS I
O: 2S2.977.3124
F: 252.986.6026

INDEX OF CALCULATIONS
1. HYDROLOGY DEPORT
11. EROSION CONTROL CALCULATIONS
111. OUTLET STABILIZATION CALCULATIONS
IV. STORM DRAINAGE PIPE CALCULATIONS
V. LEVEL SPREADER CALCULATIONS

1. HYDROLOGY REPORT

HYDROLOGY REPORT
FOR
NASH CROSSING
SUBDIVISION
NASHVILLE
North Carolina
November 2012
PREPARED BY:
JOYNER KEENY, PLLC
1051 N WINSTEAD AVE
ROCKY MOUNT, NC 27804
(252) 977 -3124

I. INTRODUCTION
Joyner Keeny, PLLC has completed the hydrologic study of the proposed
commercial subdivision for Stallings Oil Company. The site is located on 508 W.
Washington Street, Nashville, North Carolina.
The proposed project locates on a grassy and woody area with approximate 1%
slope along Stony Creek. The total property is 51.9 acres. The existing wet land and
stream buffer locate on the property. The buildable area of the property is
approximately 22.2 acres. The proposed development of the site will consist of the
construction of access driveway, BMP and storm drainage system, and utility to
accommodate the future development on the site.
The property drains south and the receiving water is Stony Creek. The proposed
driveway has less than 1% longitudinal slope and 2% cross slope. Development of
the site will not change much of the property topography. The flow direction will
still be the same.
A new wet detention basin is proposed on the south of site. It is designed to treat the
runoff from 22.2 acres buildable area of the site. The detention analysis is based on
80% impervious area and 20% pervious landscape area in future development on
each lot.
The existing site condition is surveyed by Joyner Keeny, PLLC. The pre - developed
and post - developed site drainage map are shown on Appendix A respectively.
II. DESIGN CRITERIA
The goal of this study is to show that the post- development peak runoff rate, which
drains outside site, remains equal to or less than the pre - development peak runoff
for all storm events up to and including 10 -year return frequency design stonn.
Storm water runoff was analyzed for rainfall events having the following periods: 1,
2, 5, and 10 years.
To calculate the peak storm water flow rate, SCS method was used for site and
basin condition analysis.
III. METHODS OF CALCULATIONS
SCS Formula.
QP = q,,AQFp
Where:

Qp Peak Discharge (cfs)
qU = Unit Peak Discharge (cfs /mil /in))
A = Drainage area (mi)
Q = Runoff (in)
Fp = Pond Adjustment Factor
The 24 -hour rainfall totals for different storm frequencies on site are listed here in
Table 1.
TABLE 1
24 -HR. RAINFALL TOTALS
Return Period (Yr.)
24 hour Rainfall Totals
in.
100
8.00
50
7.20
25
6.48
10
5.28
5
4.56
2
3.60
1
3.20
The methodology set forth in USDA Soil Conservation Service's Technical Release
55 is used to determine the time of concentrations (Tc) for the drainage basin of the
subject site. The time of concentration worksheet is included in Appendix A. 5-
minute concentration time (Tc) is the minimum requirement for post - development
site condition. These Tc's are used in the SCS formula to derive intensities of storm
rainfalls in order to generate hydrographs of the basin.
IV. DESIGN APPROACH
Civil 3D 2013 Hydraflow Hydrographs extension, a hydraulic analysis program, is
used to produce hydrographs showing peak storm flow for each storm event, 2 -year,
5 -year, 10 -year, 25 -year, 50 -year, and 100 -year.
PRE- DEVELOPMENT CONDITION:
PRE - DEVELOPMENT ONSITE -A FLOW:
LAND
AREA Ac CN
Woods (good cover, Wehadkee soil)
29.4 77
Cultivated land ( Wehadkee soil)
8.3 81
Cultivated land (Norfolk soil)
14.2 71
CNC01,,p= (29.4x77 +8.3x81 +14.2x71)/51.9 =76

Te of onsite runoff is 23.8 minutes (see attached Tc worksheet)
Flow path consists of (1) sheet flow, 100 ft, 3.4% slope, n= 0.4
(2) shallow concentrated flow, 934 ft, 1.7% slope, unpaved surface
The result is shown as following:
Qpre - onsite -Al = 58.60 cfs
Qpre- .,;it,,-A2 = 74.29 cfs
Qpre- onsite -AS = 114.52 efs
Qpre- onsite.Alo = 146.35 cfs
POST - DEVELOPMENT CONDITION:
POST - DEVELOPMENT ONSITE FLOW:
LAND
Impervious Area
Landscape Area (good condition, Norfolk soil)
Landscape Area (good condition, Wehadkee soil)
Detention Area (Norfolk soil)
Detention. Area (Wehadkee soil)
AREA (Ac)
CN
16.56
98
2.56
61
1.58
80
1.40
71
0.10
81
The detention analysis is based on 80% impervious area and 20% pervious
landscape area in future development on each lot.
CNeoMp= (16.56x98 +2.56x61 +1.58x80 +1.40x71 +0.10x81)/22.2 =91
Minimum 5 minutes is used as Te in the analysis.
The result is shown as following:
Qpost- onsite -Al w/o detention = 88.83 efs
Qpost - onsite -A2 w/o detention = 102.77 efs
Qpost- onsite -A5 w/o detention = 13 6.0 8 efs
Qpost- onsite -A10 w/o detention = 160.90 efs
Onsite flow is routed to the detention pond. The result is shown as following:
Qpost� onsite -Al w/ detention = 6.73 cfs
Qpost - onsite -A2 w/ detention = 9.74 cfs
Qposl- onsite -AS w/ detention = 18.28 efs
Qpost- onsite -A10 w/ detention = 25.72 cfs
POST - DEVELOPMENT BYPASS FLOW:
LAND AREA Ac) CN
Woods (good cover, Wehadkee soil) 29.4 77
Cultivated land (Wehadkee soil) 0.3 81

CNeomp= (29.4x77 +0.3 x81)/29.7 =77
Te of bypass runoff is 13.4 minutes (see attached Te worksheet)
Flow path consists of (1) sheet flow, 18 ft, 33.3% slope, n= 0.4
(2) shallow concentrated flow, 719 ft, 0.4% slope, unpaved surface
The result is shown as following:
Qpost- bypass -Bl = 50.17 efs
Qpost - bypass -B2 = 62.83 cfs
Qpost - bypass -BS - 94.93 efs
Qpost- bypass -Bl0 � 120.01 efs
TOTAL FLOW: (*
Qpost- total -sitel = 54.83 cfs
Qpost- total -site2 = 70.31 efs
Qpost - total - site5 = 110.48 cfs
Qpost- total- sitel0 = 142.43 efs
* Refer to Appendix D for the combined hydrographs. Qpost -total -Site = Qpost-onsite wi
detention + Qpost- bypass
V. STORMWAER RUNOFF SUMMARY
A comparison of previous site computation results is listed in Table 2.
TABLE 2
SITE RUNOFF SUMMARY
Return
Period
Pre -dev. Site
Flow
Post -dev. Site
Bypass Flow
Post -dev, Site
Flow to
Detention
Post -dev. Site
Flow from
Detention
Post -dev. Site
Total Flow
(Years)
(CFS)
(CFS)
CFS
(CFS)
(CFS)
1
58.60
50.17
88.83
6.73
54.83
2
74.29 j
62.83 j
102.77
9.74
70.31
5
114.52
94.93
136.08
18.28
110.48
10
146.35
120.01
160.90
25.72
142.43
VI. STORMWATER QUALITY MANAGEMENT
The water quality treatment volume is specified to size structural control facilities
to treat these small stonns up to a maximum runoff depth generated from the 85th
percentile storm event.
Required Volume = 1.2/12 Rv A
= 1.2 /12 x (0.05 +0.009 x 76.3) x 21.7 x 43560= 58,054 cu. ft.
4

The proposed detention pond provides 48 -hour extended detention of the water
quality volume. Based on stage- storage relationship for detention pond, the top
elevation of the water quality volume is 143.50. See Appendix B for details.
Flow rate: Qy,,q = 58054 / (48 x 3600) = 0.336 efs
Based on equation of flow through orifice:
Q= CxAx(2gh)l /z
Required orifice area:
A = 0.336 / (0.6 x (2 x 32.2 x (1.50 / 2)) '1) = 0.0806 sq. ft. = 11.60 sq. in.
Required orifice diameter:
D =(4x 11.60/3.14)' ^3.84 in.
Wet detention basin meets 85% TSS removal requirement.
VII. CONCLUSION
Post- developed peak flows outside the site are less than the pre - developed flows,
for all storm events up to and including 10 -year return frequency design storm..
Therefore a reduction in on -site discharges has been achieved due to the utilization
of the proposed detention structure.
5

APPENDIX A
DRAINAGE MAP
CONCENTRATION TIME WORKSHEET

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TR55 Tc Worksheet
Hydraflow Hydrographs Extension for AutoCADO Civil 31DO 2013 by Autodesk, Inc, v10
Hyd. No. 2
Pre -Dev
Description
A
B
C Totals
Sheet Flow
Manning's n -value '
= 0.400
0,011
0.011
Flow length (ft)
= 100.0
0.0
0.0
Two -year 24 -hr precip. (in)
= 3.60
0.00
0.00
Land slope ( %)
= 3.40
0.00
0.00
Travel Time (min)
= 16.37 +
0.00 +
0.00 16.37
Shallow Concentrated Flow
Flow length (ft)
= 934.00
0.00
0.00
Watercourse slope ( %)
= 1.70
0.00
0.00
Surface description
= Unpaved
Paved
Paved
Average velocity (ft /s)
=2.10
0.00
0.00
Travel Time (min)
= 7.40 +
0.00 +
0.00 = 7.40
Channel Flow
X sectional flow area (sqft)
= 0.00
0.00
0.00
Wetted perimeter (ft)
= 0.00
0.00
0.00
Channel slope ( %)
= 0.00
0.00
0.00
Manning's n -value
= 0.015
0.015
0.015
Velocity (ft/s)
=0.00
0.00
0.00
Flow length (ft) ( {0))010 0.0 0.0
Travel Time (min) 0.00 + 0.00 + 0.00 = 0.00
TotalTravel Time, Tc ............... .... ... h.. ....... .. F ........ . ......... I ................ ........ 23.77 min

APPENDIX S
DETENTION CONTROL STRUCTURE DETAIL
DETENTION POND REPORT
DETENTION POND DIAGRAM

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Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc, v10 Thursday, 11 / 15 / 2012
Pond No, 1 - Wet Detention
Pond Data
Contours - User - defined contour areas, Conic method used for volume calculation. Begining Elevation = 142,00 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
0.00
Contour area (sqft)
Incr. Storage (cuff)
Total storage (cult)
= ,013
,013
0.00
142,00
Orifice Coeff.
32,453
0.60
0
0
Multi- Stage
= n/a
0.50
142,50
No TW Elev. (ft) = 0.00
37,249
17,410
17,410
1.00
143.00
40,265
19,372
36,782
2.00
144.00
44,457
42,339
79,121
3.00
145.00
46,975
45,706
124,827
4.00
146.00
49,550
48,252
173,079
5.00
147.00
52,182
50,855
223,934
6,00
148.00
54,870
53,515
277,449
7,00
149.00
57,615
56,231
333,6$0
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A] [B]
[C]
[D]
Rise (in)
= 36,00
3,84
Inactive
Inactive
Crest Len (ft)
= 1,55 16,00
10.00
Inactive
Span (in)
= 36.00
3,84
0,00
0.00
Crest El. (ft)
= 143,50 146.55
146.55
0,00
No. Barrels
= 1
1
1
0
Weir Coeff.
= 3,33 3.33
3,33
3,33
Invert El. (ft)
= 139.00
142,00 0.00
0,00
Weir Type
= Rect Rect
Clplti
--
Length (ft)
99,00
0,00
0,00
0,00
Multi -Stage
= Yes Yes
No
No
Slope ( %)
= 0,50
0.00
0,00
n/a
N -Value
= ,013
,013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0,60 Exfil.(in /hr) = 0,000 (by Wet area)
Multi- Stage
= n/a
Yes
No
No TW Elev. (ft) = 0.00
Stage (ft)
8.00
6.00
4.00
2.00
0,00 11 1
0.0 20,0
- Total Q
Note; Culverl/Orifice outflows are analyzed under inlet (ic) and outlet (ac) control. Weir risers checked for orifice conditions (to) and submergence (s),
40.0 60,0 80,0
Stage / Discharge
Elev (ft)
150.00
148,00
146.00
144.00
' I I I I I 1 ' 142.00
100,0 120.0 140,0 160.0 180.0 200.0 220.0 240,0
Discharge (cfs)

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APPENDIX C
HYDROGRAPH SCHEMATIC MAP
HYDROGRAPH SUMMARY REPORT

I
Watershed Model Schema�yPaflowHydrographs Extension for AutoCAD O Civil 3D ®2013 byAutodesk, Inc. v10
2
4
5
7
Legend
Hyd• Origin Description
2 SCS Runoff Pre -Dev
4 SCS Runoff Post- Site -Undet
5 SCS Runoff Post - Site - Bypass
6 Reservoir Post - Site - Detention
7 Combine Post - Site -Total
Project: BMP.gpw
Thursday, 11 / 15 / 2012

Hydrograph Summary Re pp ra ow Hydrographs Extension for AutoCAD® Civil 3D@)2013 by Autodesk, Inc. v10
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
2
SCS Runoff
58.60
1
729
217,036
- - - - --
- - - - --
- - - - --
Pre -Dev
4
SCS Runoff
88.83
1
717
187,671
- - - - --
- - - - --
- - - - --
Post - Site -Undet
5
SCS Runoff
50,17
1
722
128,604
- --
- -- -
- - - - --
Post - Site - Bypass
6
Reservoir
6.734
1
751
157,489
4
144,62
107,488
Post - Site - Detention
7
Combine
54.83
1
722
286,094
5,6
- - - - --
- - - - --
Post- Site -Total
BMP.gpw
Return Period; 1 Year
Thursday, 11 / 15 / 2012

Hydrograph Summary Rep y owHydrographs Extension for AutoCAD ® Civil 3D ®2013 byAutodesk, Inc. v10
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
2
SCS Runoff
74,29
1
729
270,973
- - - - --
- - --
- - --
Pre -Dev
4
SCS Runoff
102.77
1
717
.219,058
- - - - --
- - - - --
- - - - --
Post - Site -Undet
5
SCS Runoff
62,83
1
721
159,742
- - - --
- - - - --
- -- -
Post - Site - Bypass
6
Reservoir
9.735
1
744
188,481
4
144.96
122,891
Post - Site - Detention
7
Combine
70.31
1
722
348,223
5,6
- - - --
- - --
Post - Site -Total
BMP.gpw
Return Period; 2 Year
Thursday, 11 / 15 / 2012

Hydrograph Summary Re pp ow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. A 0
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
2
SCS Runoff
114,52
1
728
410,288
- --- --
- - - - --
- - - - --
Pre -Dev
4
SCS Runoff
136.08
1
717
295,517
- - - - --
- - - - --
- - - --
Post- Site -Undet
5
SCS Runoff
94.93
1
721
239,786
- - --
- - - - --
- - - - --
Post- Site - Bypass
6
Reservoir
18.28
1
729
264,211
4
145.76
161,531
Post- Site - Detention
7
Combine
110.48
1
722
503,997
5, 6
- - - - --
------
Post - Site -Total
BMP.gpw
Return Period: 5 Year
Thursday, 11 / 15 / 2012

Hydrograph Summary Re pl yqj. ow Hydrographs Extension for AUtoCAD® Civil 3D@)2013 by Autodesk, Inc. v10
Hyd,
No,
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(tuft)
Hydrograph
Description
2
SCS Runoff
146,35
1
728
521,481
- - - - --
- - - - --
- - - - --
Pre -Dev
4
SCS Runoff
160.90
1
717
353,550
- - - - --
- - - - --
- - - - --
Post - Site -Undet
5
SCS Runoff
120,01
1
721
303,406
- - - --
- - - - --
- - - - --
Post -Site- Bypass
6
Reservoir
25,72
1
727
321,831
4
146,36
191,211
Post - Site - Detention
7
Combine
142,43
1
722
625,236
5,6
- - - - --
- - - - --
Post - Site -Total
BMP,gpw
Return Period: 10 Year
Thursday, 11 115 / 2012

Hydrograph Summary Re ppydgr ow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc, v10
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
2
SCS Runoff
201,14
1
728
715,490
- -
- --
- --
Pre -Dev
4
SCS Runoff
202.00
1
717
451,066
- --
- -
- - - - --
Post - Site -Undet
5
SCS Runoff
162,85
1
721
414,054
- - - - --
- - - - --
- - - - --
Post - Site - Bypass
6
Reservoir
71.59
1
724
418,805
4
147,11
229,596
Post - Site - Detention
7
Combine
227.01
1
722
832,860
5,6
- - - - --
- - - - --
Post- Site -Total
BMP.gpw
Return Period: 25 Year
Thursday, 11 / 15 / 2012

Hydrograph Summary Re pp ra ow Hydrographs Extension for AutoCADO Civil 3DQ 2013 by Autodesk, Inc, v10
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd,
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cult)
Hydrograph
Description
2
SCS Runoff
272.22
1
728
971,732
- - - --
- - - --
- - - - --
Pre -Dev
4
SCS Runoff
253.67
1
717
575,451
- - - - --
- - - - --
- - - - --
Post - Site -Undet
5
SCS Runoff
218,02
1
721
559,749
- - - - --
- - - - --
- - - - --
Post - Site - Bypass
6
Reservoir
129.98
1
723
542,659
4
147,74
263,262
Post - Site - Detention
7
Combine
345,01
1
721
1,102,408
5,6
- -
- - - - --
Post - Site -Total
BMP,gpw
Return Period, 100 Year
Thursday, 11 / 15 / 2012

APPENDIX D
HYDROGRAPH PLOT
HYDRAFLOW RAINFALL REPORT

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2013 by Autodesk, Inc, 00 Thursday, 11 / 15 / 2012
Hyd. No. 2
Pre -Dev
Hydrograph type
= SCS Runoff
Peak discharge
= 58.60 cfs
Storm frequency
= 1 yrs
Time to peak
= 729 min
Time interval
= 1 min
Hyd. volume
= 217,036 cuft
Drainage area
= 51.900 ac
Curve number
= 76*
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
= TR55
Time of conc, (Tc)
= 23.80 min
Total precip,
= 3.20 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
*Composite (Area /CN) = [(29,400x 77) + (8.300 x 81) + (14,200 x 71)1/ 51.900
Q (cfs
60.00
50.00
40.00
30.00
20,00
10,00
Pre -Dev
Hyd, No. 2 -- 1 Year
Q (Cfs)
60.00
50.00
40.00
30,00
20,00
10.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No, 2

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. v10
Thursday, 11 / 15 / 2012
Hyd. No. 4
Post- Site -Undet
Hydrograph type
= SCS Runoff
Peak discharge
= 88.83 cfs
Storm frequency
= 1 yrs
Time to peak
= 717 min
Time interval
= 1 min
Hyd. volume
= 187,671 cuft
Drainage area
= 22.200 ac
Curve number
= 91*
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 3.20 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(16,560 x 98) + (2.560 x 61) + (1,580 x 80) + (1.400 x 71) + (0.100 x 81)] / 22,200
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
Post - Site -Undet
Hyd. No. 4 -- 1 Year
Q (cfs)
90.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00 1 .. _.... I _ i i i - 1 0.0.0
0 120 240 360 480 600 720 840 960 1080 1200 1320
Hyd No. 4 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D@2013 by Autodesk, Inc. v10 Thursday, 11 / 15 / 2012
Hyd. No. 5
Post- Site - Bypass
Hydrograph type
= SCS Runoff
Peak discharge
= 50.17 cfs
Storm frequency
= 1 yrs
Time to peak
= 722 min
Time interval
= 1 min
Hyd. volume
= 128,604 cuft
Drainage area
= 29.700 ac
Curve number
= 77*
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
= TR55
Time of conc. (Tc)
= 13.40 min
Total precip.
= 3.20 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area /CN) = [(0.300 x 81) + (29.400 x 77)1/ 29.700
Q (cfs)
60,00
50.00
40,00
20.00
10.00
Post -Site- Bypass
Hyd, No. 5 -- 1 Year
Q (cfs)
60.00
50.00
40.00
30.00
20.00
10.00
0.00 - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 5

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc, v10
Thursday, 11 / 15 / 2012
Hyd. No. 6
Post- Site - Detention
Hydrograph type
= Reservoir
Peak discharge
= 6.734 cfs
Storm frequency
= 1 yrs
Time to peak
= 751 min
Time interval
= 1 min
Hyd. volume
= 157,489 cuft
Inflow hyd. No.
= 4 - Post - Site -Undet
Max. Elevation
= 144.62 ft
Reservoir name
= Wet Detention
Max. Storage
= 107,488 cuft
Storage Indication method used,
Q (cfs)
90,00
80.00
70,00
60.00
50.00
40,00
30,00
20.00
10,00
0.00
0 300
Hyd No, 6
Post - Site - Detention
Hyd. No, 6 -- 1 Year Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10,00
0.00
900 1200 1500 1800 2100 2400 2700 3000
Time (min)
Hyd No. 4 TLC- [�! -Tf_7 Total storage used = 107,488 cuft
.ye]

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 31D® 2013 by Autodesk, Inc. v10
Thursday, 11 / 15 / 2012
Hyd. No. 7
Post- Site -Total
Hydrograph type
= Combine
Peak discharge
= 54.83 cfs
Storm frequency
= 1 yrs
Time to peak
= 722 min
Time interval
= 1 min
Hyd. volume
= 286,094 cuft
Inflow hyds.
= 5, 6
Contrib. drain. area
= 29.700 ac
Q (cfs)
60,00
50.00
40.00
30.00
20.00
10.00
000
0 180
Hyd No. 7
Post - Site -Total
Hyd. No. 7 -- 1 Year
360 540 720
Hyd No. 5
Q (cfs)
60.00
50.00
40,00
30.00
20.00
10.00
0.00
900 1080 1260 1440 1620
Time (min)
Hyd No. 6

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD& Civil 3D02013 by Autodesk, Inc, v10 Thursday, 11 / 15 1 2012
Hyd. No. 2
Pre -Dev
Hydrograph type
= SCS Runoff
Peak discharge
= 74.29 cfs
Storm frequency
= 2 yrs
Time to peak
= 729 min
Time interval
= 1 min
Hyd. volume
= 270,973 cuft
Drainage area
= 51.900 ac
Curve number
= 76*
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
= TR55
Time of cone. (Tc)
= 23.80 min
Total precip.
= 3.60 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area /CN) = [(29,400 x 77) + (8.300 x 81) + (14.200 x 71)] / 51 .900
Q (cfs)
80.00
70.00
50.00
i�
30,00
20.00
10.00
am
Pre -Dev
Hyd. No. 2 -- 2 Year
Q (cfs)
80,00
70.00
50.00
40,00
30.00
20,00
10.00
FITIM
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2013 by Autodesk, Inc. v10
Thursday, 11 / 15 / 2012
Hyd. No. 4
Post - Site -Undet
Hydrograph type
= SCS Runoff
Peak discharge
= 102.77 cfs
Storm frequency
= 2 yrs
Time to peak
= 717 min
Time interval
= 1 min
Hyd. volume
= 219,058 cuft
Drainage area
22.200 ac
Curve number
= 91*
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 3.60 in
Distribution
= Type 11
Storm duration
24 hrs
Shape factor
= 484
*Composite (Area /CN) = [(16.560 x98) + (2.560 x 61) + (1.580 x 80) + (1.400 x 71) + (0.100 x 81)1 / 22.200
Q (cfs
120.00
100,00
40.00
20.00
Post - Site -Undet
Hyd. No. 4 -- 2 Year
Q (cfs)
120.00
100.00
40.00
20.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320
Hyd No. 4 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AUtoCAD® Civil 3D® 2013 by Autodesk, Inc, 00 Thursday, 11 / 15 / 2012
Hyd. No. 5
Post - Site- Bypass
Hydrograph type
= SCS Runoff
Peak discharge
= 62.83 cfs
Storm frequency
= 2 yrs
Time to peak
= 721 min
Time interval
= 1 min
Hyd. volume
= 159,742 cuft
Drainage area
= 29.700 ac
Curve number
= 77*
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
= TR55
Time of conc. (Tc)
= 13.40 min
Total precip.
= 3.60 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484,
* Composite (Area /CN) = [(0,300 x 81) + (29.400 x 77)] / 29.700
Q (cfs)
70.00
50.00
40.00
30.00
20.00
10,00
Post- Site - Bypass
Hyd. No. 5 -- 2 Year
Q (cfs)
70.00
50.00
40.00
30,00
20.00
10.00
0.00 1 1 1 1 1 - , - - ' 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No, 5 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension forAutoCAD® Civil 3D@2013 by Autodesk, Inc. v10
Thursday, 11 / 15 / 2012
Hyd. No. 6
Post - Site - Detention
Hydrograph type
= Reservoir
Peak discharge
= 9.735 cfs
Storm frequency
= 2 yrs
Time to peak
= 744 min
Time interval
= 1 min
Hyd. volume
= 188,481 cuft
Inflow hyd. No.
= 4 - Post - Site -Undet
Max. Elevation
= 144.96 ft
Reservoir name
= Wet Detention
Max. Storage
= 122,891 cuft
Storage Indication method used.
Q (cfs)
120.00
100.00
:1 1/
• 1 11
40.00
20.00
Post- Site - Detention
Hyd. No. 6 -- 2 Year
Q (cfs)
120.00
100.00
:1 11
.1 11
40.00
20,00
0.00 OM 111111111110 €11911111 "11 - - -- - - - -- 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (min)
---® Hyd No. 6 ----- Hyd No. 4 [FUTTl] Total storage used = 122,891 cuft

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 31DO 2013 by Autodesk, Inc. v10
Thursday, 11 / 15 / 2012
Hyd. No. 7
Post- Site -Total
Hydrograph type
= Combine
Peak discharge
= 70.31 cfs
Storm frequency
= 2 yrs
Time to peak
= 722 min
Time interval
= 1 min
Hyd. volume
= 348,223 cuft
Inflow hyds.
= 5, 6
Contrib. drain. area
= 29.700 ac
Post - Site -Total
Q (cfs) Hyd. No. 7 -- 2 Year Q (Cfs)
80.00
70.00
60.00
50.00
40.00
30,00
20.00
1.0.00
000
80.00
70.00
60.00
50.00
40,00
30,00
20,00
10.00
0 00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7 --- Hyd No. 5 Hyd No. 6

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D@2013 by Autodesk, Inc, 00 Thursday, 11 / 15 / 2012
Hyd. No. 2
Pre -Dev
Hydrograph type
= SCS Runoff
Peak discharge
= 114.52 cfs
Storm frequency
= 5 yrs
Time to peak
= 728 min
Time interval
= 1 min
Hyd. volume
= 410,288 cuft
Drainage area
= 51.900 ac
Curve number
= 76*
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
= TR55
Time of conc. (Tc)
= 23.80 min
Total precip.
= 4.56 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area /CN) = [(29.400 x 77) + (8.300 x 81) + (14.200 x 71)] / 51.900
Q (cfs)
120.00
100.00
40.00
20.00
Pre -Dev
Hyd. No. 2 -- 5 Year
Q (cfs)
120.00
100.00
9.112iI7
40.00
20.00
0.00 I I I I I I I 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No, 2
Time (min)
'

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADID Civil 31DO 2013 by Autodesk, Inc. v10
Thursday, 11 / 15 / 2012
Hyd. No. 4
Post- Site -Undet
Hydrograph type
= SCS Runoff
Peak discharge
= 136.08 cfs
Storm frequency
= 5 yrs
Time to peak
= 717 min
Time interval
= 1 min
Hyd. volume
= 295,517 cuft
Drainage area
= 22.200 ac
Curve number
= 91*
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 4.56 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area /CN) = [(16.560 x 98) + (2.560 x 61) + (1 .580 x 80) + (1.400 x 71) + (0.100 x 81)J/ 22.200
Q (cfs
140.00
120.00
100.00
40.00
20.00
Post- Site -Undet
Hyd. No. 4 -- 5 Year
Q (cfs)
140.00
120.00
100.00
40.00
20.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200
Hyd No. 4 Time (min)
---�

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. v10 Thursday, 11 / 15 / 2012
Hyd. No. 5
Post - Site - Bypass
Hydrograph type
= SCS Runoff
Peak discharge
= 94.93 cfs
Storm frequency
= 5 yrs
Time to peak
= 721 min
Time interval
= 1 min
Hyd. volume
= 239,786 cuft
Drainage area
= 29.700 ac
Curve number
= 77*
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
= TR55
Time of conc. (Tc)
= 13.40 min
Total precip.
= 4.56 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area /CN) = [(0,300 x 81) + (29.400 x 77)] / 29.700
Post- Site - Bypass
Q (cfs) Hyd. No. 5 -- 5 Year Q (cfs)
100.00
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
000
100.00
90.00
80.00
70.00
60.00
50.00
40.00
30,00
20.00
10.00
0 00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 5 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. v10 Thursday, 11 / 15 / 2012
Hyd. No. 6 ,
Post - Site - Detention
Hydrograph type
= Reservoir
Peak discharge
= 18.28 cfs
Storm frequency
= 5 yrs
Time to peak
= 729 min
Time interval
= 1 min
Hyd. volume
= 264,211 cuft
Inflow hyd. No.
= 4 - Post - Site -Undet
Max. Elevation
= 145.76 ft
Reservoir name
= Wet Detention
Max. Storage
= 161,531 cuft
Storage Indication method used.
Q (cfs
140.00
120.00
100.00
40.00
20.00
Post - Site - Detention
Hyd. No. 6 -- 5 Year
Q (cfs)
140.00
120.00
100.00
.1 0H
40.00
20.00
0.00 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
Time (min)
Hyd No. 6 ---- Hyd No. 4 rF[ € r[ =Fi Total storage used = 161,531 cult

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D@)2013 by Autodesk, Inc. v10
Thursday, 11 / 15 / 2012
Hyd. No. 7
Post -Site -Total
Hydrograph type
= Combine
Peak discharge
= 110.48 cfs
Storm frequency
= 5 yrs
Time to peak
= 722 min
Time interval
= 1 min
Hyd. volume
= 503,997 cuft
Inflow hyds.
= 5, 6
Contrib. drain. area
= 29.700 ac
Q (cfs)
120.00
100.00
40.00
20.00
Post - Site -Total
Hyd. No. 7 -- 5 Year
Q (cfs)
120.00
100.00
40.00
20.00
0.00 ' , — ,— - 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7 ----- Hyd No. 5 - Hyd No, 6

Hydrograph Report
Hydraf low Hydrographs Extension forAutoCAD® Civil 3D@2013 by Autodesk, Inc. 00 Thursday, 11 / 15 /2012
Hyd. No. 2
Pre -Dev
Hydrograph type
= SCS Runoff
Peak discharge
= 146.35 cfs
Storm frequency
= 10 yrs
Time to peak
= 728 min
Time interval
= 1 min
Hyd. volume
= 521,481 cuft
Drainage area
= 51.900 ac
Curve number
= 76*
Basin Slope
= 0.0%
Hydraulic length
= Oft
Tc method
= TR55
Time of conc. (Tc)
= 23.80 min
Total precip.
= 5.28 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area /CN) = [(29.400 x 77) + (8.300 x 81) + (14.200 x 71)] / 51.900
Q (cfs)
160.00
140.00
120.00
100.00
40.00
20.00
Pre -Dev
Hyd. No. 2 -- 10 Year
Q (Cfs)
160.00
140.00
120.00
100.00
40.00
20.00
0.00 o , 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 2 Time (min)

Hydr ®graph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. v10
Thursday, 11 / 15 / 2012
Hyd. No. 4
Post - Site -Undet
Hydrograph type
= SCS Runoff
Peak discharge
= 160.90 cfs
Storm frequency
= 10 yrs
Time to peak
= 717 min
Time interval
= 1 min
Hyd. volume
= 353,550 cuft
Drainage area
= 22.200 ac
Curve number
= 91*
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 5.28 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area /CN) = [(16.560 x 98) + (2,560 x 61) + (1.580 x 80) + (1 .400 x 71) + (0.100 x 81)] / 22.200
Post - Site -Undet
Q (cfs) Hyd. No. 4 -- 10 Year Q (cfs)
180.00 180.00
160.00 160.00
140.00 � � � 140.00
120.00 � ....�_.w...,�.�.... �� 120.00
100.00 � ....� ..�.�..�. �_..�. ....�,�..m ._..w.W..w.�...... m.� �m�.� ..�.,. -�.... .�..�..�... 100.00
80.00 .- �..`w`.- ..�..w �,�. �..��.�.. ..w�.�._....,,.�._ .......� �.�..�_ _.�. �..�,�.. .�..��. ..... 80.00
60.00 60.00
40.00 �.._wwW�._ m......__w�,. ..............M... �.� ...�.�..�.. ��.�., �...�.,..�.. ..�...�,._ �.�.�.,�.�.,... �._. 40.00
20.00 20.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200
Time (min)
Hyd No. 4

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAM Civil 3D® 2013 by Autodesk, Inc. v10 Thursday, 11 / 15 / 2012
Hyd. No. 5
Post - Site - Bypass
Hydrograph type
= SCS Runoff
Peak discharge
= 120.01 cfs
Storm frequency
= 10 yrs
Time to peak
= 721 min
Time interval
= 1 min
Hyd. volume
= 303,406 cuft
Drainage area
= 29.700 ac
Curve number
= 77*
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
= TR55
Time of conc. (Tc)
= 13.40 min
Total precip.
= 5.28 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
* Composite (Area /CN) = [(0.300 x 81) + (29.400 x 77)] 129.700
Q (cfs)
140.00
120.00
100.00
40.00
20.00
Post - Site - Bypass
Hyd. No. 5 -- 10 Year
Q (cfs)
140.00
120.00
100.00
40.00
20.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 5 Time (min)

Hydrograph Report
Hydraflow Hydrographs Extension for AUtoCAD® Civil 3D® 2013 by Autodesk, Inc. v10
Thursday, 11 / 15 / 2012
Hyd. No. 6
Post - Site - Detention
Hydrograph type
= Reservoir
Peak discharge
= 25.72 cfs
Storm frequency
= 10 yrs
Time to peak
= 727 min
Time interval
= 1 min
Hyd. volume
= 321,831 cuft
Inflow hyd. No.
= 4 - Post - Site -Undet
Max. Elevation
= 146.36 ft
Reservoir name
= Wet Detention
Max. Storage
= 191,211 cuft
Storage Indication method used,
Q (cfs)
180.00
160.00
140.00
120.00
100.00
80.00
60.00
40.00
20.00
0.00
0 300
Hyd No. 6
Post - Site - Detention
Hyd. No. 6 - -10 Year
.gal
Q (cfs)
180.00
160.00
140.00
120.00
100.00
80.00
60.00
40.00
20.00
n nn
900 1200 1500 1800 2100 2400 2700 3000
Time (min)
Hyd No. 4 [.I_i1CCC Total storage used = 191,211 cult

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. v10
Thursday, 11 / 1512012
Hyd. No. 7
Post - Site -Total
Hydrograph type
= Combine
Peak discharge
= 142.43 cfs
Storm frequency
= 10 yrs
Time to peak
= 722 min
Time interval
= 1 min
Hyd. volume
= 625,236 cuft
Inflow hyds.
= 5, 6
Contrib. drain. area
= 29.700 ac
Post - Site -Total
Q (cfs) Hyd. No. 7 -- 10 Year Q (cfs)
160.00 160.00
140.00 � � � � � 140.00
120.00 120.00
100.00 100.00
80.00 80.00
60.00 .. � .�.�,..�.,�... _,.�.,. �. ..�...�... � _..�.. 60.00
40.00 40.00
20.00 � 20.00
0,00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 7 —Y-- Hyd No. 5 Hyd No. 6

Hydraflow Rainfall Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2013 by Autodesk, Inc. v10 Thursday, 11 / 15 / 2012
Return
Intensity- Duration - Frequency Equation Coefficients (FHA)
Period
(Yrs)
B
D
E
(N /A)
1
0.0000
0,0000
0.0000
-- - - - - --
2
0.0000
0.0000
0.0000
-- - - - - --
3
0.0000
0.0000
0.0000
-- - - - - --
5
0.0000
0.0000
0.0000
-- - - - - --
10
0.0000
0.0000
0.0000
- - - - - --
25
0.0000
0.0000
0.0000
- - -
50
0.0000
0.0000
0.0000
-- - - - - --
100
0.0000
0.0000
0.0000
-- -- - - --
File name: SampleFHA.idf
Intensity = B / (Tc + WE
Return
Intensity Values (In /hr)
Period
(Yrs)
5 min
10
15
20
25
30
35
40
45
50
55
60
1
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
25
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
100
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tc = time in minutes. Values may exceed 60,
PreCiD. file name: Sample.pcp
Rainfall Precipitation Table (in)
Storm
Distribution
1 -yr
2 -yr
3 -yr
5 -yr
10 -yr
25 -yr
50 -yr
100 -yr
SCS 24 -hour
3.20
3.60
0.00
4.56
5.28
6.48
7.20
8.00
SCS 6 -Hr
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Huff -1st
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
Huff -2nd
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
Huff -3rd
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Huff -4th
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
Huff -lndy
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Custom
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

II. EROSION CONTROL CALCULATIONS

EROSION CONTROL BASIN CALCULATIONS
Project: Stallings Oil - Nash Site Computed By: SZ
Municipality: Town of Nashville Checked By: SZ
County: Nash Date: 10/26/12
Reference: "North Carolina Erosion & Sediment Control Planning & Design Manual" (Latest Edition)
Sediment Basin Type & #: Skimmer Basin
Runoff Coefficient (C) = 0.4 Graded or no plant cover; Avg. of Flat (0 -5 %) Sand & Cla
Rainfall Intensity (I, in /hr) = 7.5 CoRM 10 -Year Design Storm IDF Table
Pre - Development DA (ac) = 22.20 Max. possible DA w/ Temp. Diversion Ditches
Post - Development DA (ac) = 22.20
DA Used for Sizing Basin = 22.2
10 -Year Flow, Q10 (cfs)= 66.6
Required Surface Area @ Weir 215645 (Q10 *325 ft2)
Elevation 12: _
Required Storage Volume (ft3): 39,960 (DA *1,800 ft3 /ac)
Principal Spillway Discharge (cfs) 47.6 (C,*L *h3 /2), Where CW 3.33, 1.55' weir
Flow Height Above Emergency 1.54 (Allowable depth of flow over weir)
Weir, h (ft): _
Required Emergency Weir Length 3.3 ((Q10- Qp) /(C,v *1iP)), Where C,=3.0 for Broad Crested Wei
Weir Elevation (ft): 143.50' (Also Top Storage Elevation)
Provided Surface Area @ Weir 42,361
OK
Provided Storage Volume (ft): 138,964
Provided Emergency Weir Length 24.5'
110012A EC Calcs,xlsx 11/15/2012
SB##1 1 of 1 2:41 PM

SKIMMER SIZES
Basin
#
Provided
Storage
Volume (ft 3)
Skimmer Size
(in)
Head on
Skimmer (ft)
Orifice Size
(in)
Dewatering
Time (days)
1
138,964
6.0"
0.417'
5.50"
3.08
North Carolina Erosion & Sediment Control Planning & Design Manual
Table 6.64a Head on Orifice of various skimmer sizes
Skimmer Size (in)
Head on Orifice (ft)
1.5"
0.125'
2.0"
0.167'
2.5"
0.208'
3.0"
0.250'
4.0"
0.333'
5.0"
0.333'
6.0"
0.417'
8.0"
0.500'
110012A EC Calcs.xlsx 11/15/2012
Skinuner Sizes 1 of 1 1:45 PM

III. OUTLET STABILIZATION CALCULATIONS

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IV. STORM DRAINAGE PIPE CALCULATIONS

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V. LEVEL SPREADER CALCULATIONS

I
1 0 c ff y-rv-,W t/D L
J salvKA -e e,
ft/c-f5
i
V A' Si
f,
q
R C f o,4 % l 0 f� ---� RS J"
i St V06y— e vo � : l 38.E -4- 0, %f = 139 s

Channel Report
Hydraflow Express Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc.
<Name>
Circular
Diameter (ft)
= 3.00
Invert Elev (ft)
= 138.50
Slope ( %)
= 0.47
N -Value
= 0.013
Calculations
Compute by:
Known Q
Known Q (cfs)
= 10.00
Elev (ft)
142.00
141.00
MOWN
139.00
iK:
137.00
0
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Wetted Perim (ft)
Crit Depth, Yc (ft)
Top Width (ft)
EGL (ft)
Thursday, Dec 13 2012
= 0.95
= 10.00
= 1.94
= 5.15
= 3.60
= 1.00
= 2.80
= 1.36
G? C io ct fo-M \o et dQ 4 wiGl 6p- r-t;W To L5
V)e?r °T .e zvku� l38.s -+- O.q = 31. 45
Section
i
2 3
Reach (ft)
4
Depth (ft)
3.50
2.50
1.50
LI1IMI
-0.50
-1:50
5

Wet Detention Basin
Calculations /O &M Agreement

r _ s FRED D. SMITH SOIL CONSULTTNO.
Shenxiong Zhou
Joyner Keeny, PLLC
PO Box 7533
Rocky Mount, NC 27504
January 16, 2013
Subject: Report of a Soil Evaluation for Stormwater Treatment
Nash Crossing Site
Nashville, NC
Dear Mr. thou,
This letter concerns the soil evaluation I performed at the above mentioned site. You authorized
Me to perform a soil evaluation of the surface soils on the site, to determine the depth to the
`seasonal high water table', and to perform in -situ sod permeability testing at the sire. The ^work
was done in general accordance with the rules for stormwater disposal (15A NCAC p2H .10Dg
(d))• t
I understand that the tract is planned for a commercial development, You have proposed a wet
detention at the site for stormwater treatment and disposal. You provided me with several site
drawings that show the location and design of the stormwater BMP. The bottom elevation of
the wet detention basin is planned for 142 feet.
soil Evaluation
The proposed stornrwater B1NI1?' area lays in 8 linear to slightly concave landscape position. The
slope is about 2 %. The soils are fabled from granite rock.
My work consisted of several hand auger borings to observe and describe physical properties
such as Vxiiuns color, structure, consistency, depth to seasonal or Perched groundwater, parent
material, and restrictive horizons. During my hand auger evaluation, I repeatedly hit auger
refusal from about 14 to 24 inches beneath the surface on rock.
Drawing 1 presents the approximate location of all borings and pit excavations.
I offset from the area ofthe planned basin to the edge of the woods and near wetlands and a
stream. In this area I did not encounter rock but did encounter the water table and seasonal
water table within about 12 to 18 inches below the surfce.
Due to the hand auger refusal, we used a backhoe to excavate piss in the wet detention basin
area to further evaluate soils.
The bwJ&oe excavated into rock to a depth of about 5 feet where refusal was encountered. The
rock was encountered at about 15 inches below the surface and was able to be broken until a
depth of about 5 fleet.
OBMMV #WdWe (2AW) BDOB 43M
Post OMce Baer 7775— Nashvift Man* CaroNne 27858

The soils have about 9 inches of sandy loam topsoil. Below the topsoil is yellowish red clay
loam. Soil color patterns indicate that no seasonal High water table is present above the rock.
The color patterns show that a perched water table exists in the B horizon above the rock at a
depth of about 24 to 36 inches beneath the surface in one pit.
Conclusions
The actual groundwater table at the site is probably at the elevation of surface water in the
existing pond just south of the proposed stormwater BM?- This appears to be about elevation
137 from the drawing.
The seasonal high groundwater table in the woods is about 12 to 18 inches below the surface or
about at elevation 138.5 to 139 feet.
I did not perform insitu permeability testing at the site, However, I will return to the site, if you
request, to- perform this testing. Please let me know if you need these services. I can only test
permeability in actual soil at a depth of at least 14 inches beneath the surface due to equipment
specifications. In addition, if T perform a test at the boundary of the topsoil and the underlying
clayey horizon, the permeability test results will be skewed by the high permeability of the
topsoil.
I appreciate the opportunity to work with you on this project~ Please contact me if you have
questions or need additional information.
C rdiall
Fred D. Smith
Licensed Soil Scientist
0070aW0,61/e (252) 9084569
Post Of" NOW f f75 — Nas/ivNle, North CwWlns 27056

.n
Table 1
Soil Descriptions
Nash Crossing
Nashville, NC
TYPICAL SOIL. IN PITS
HORIZON/DEPTH
inches
DESCRIPTION
Al / 0 -10
Brown 10YR 4/3 sandy loam; friable; blocky.
B2 / 10 -22
Yellowish red (5YR 518); Clay; fnm, sticky, plastic; weak blocky. Some
rock sent m' portions of the it
B22/ 22 -30
Brown 7.5YR 416 with gray (10YR 5/2 clay, Rock present
R/30+
rock
TYPICAL SOIL IN WOODS
HORIZON/DEPTH
DESCRIPTION
inches
Al / 0-12
Dark 'sh brown (10YR 3M sandy loam; erumb structure; finable.
B2 / 12 -24+
Light gray (10YR 7/1) with few, fine reddish yellow mottles; sandy clay
loam; friable.
06TO /Mobile [phone]
Post 0fiiCe Box If75- Nes/bVIller Non* CsrvAbe 27856

�l

Permit No.
60 be Povrded by DWQ)
A
MDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be MW ours pW and sub Wed.
The RequlredHe= Che bt (Part IN) must be OW, flBed out and subnNed ohm VM all of the requM lnfam*n,
Site Characteristics
Drainage area 867;032 f(�
Impervious area, post- develppment 7113641fe
%Impervious ^� 74,59%
Design mInfall depth 53 In
Storage Volume: Non-SA Waters
MlMmum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
A"evelopnent 1 -yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Floor Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
1 -yr, 24-hr ralnfall depth
Rational C, pre- development
Rational C, Pat-developrrent
Rainfall Intenstiy:l -yr, 24-hr storm
Pre-development 1-yr, 24-hr peak flow
Post- degekrpment 1 yr, 24-hr peak flow
Pre/Post 1 yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pod elevation
SHIM' elevation (approx. at the perm, pod elevation)
Top of 1011 vegetated shelf elevation
Bottom of 1 Off vegetated shelf devadw
Sediment deanout top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state - required temp. pool?
Elevation of the top of fie additional volume
fir»
$8,054 fly OK, volume provided Is equal tc or In was of volume required.
fl$
ff
fiv
Y (YorN)
7— in
(unitless)
In/hr
58.60 if/Soo
hrec
54.83 Raiser
-3,77 fe/sec
4A9:6D fmsl
142 tl0 fmsl
1&0D fmal
1142;50 fmsl
imsl
" -fmsl
i37 hat
1.00 ft
ter....—
N (Y or N)
� 143 S fmal OK
Form SW401 -Wel Detention Basin- R9v.9-4Nef12 Parts I. a II. Design Summary, Pape 1 or

Permit No.
(fobs pmWdsdbyDWry
.si�" Clyi a a,• - -.�
Area, teary pool
Area REQUIRED, permanent pod
SAIDA ratio
Area PROVIDED, permanent pool, Aw„�P,m
Area, bottom of 10ft vegetated shelf, Aw w
Area, sediment cleanout top elevation (bottom of pond), Ay e
Volumes
Volume, temporary pod
Volume, permanent pool, Vw ww
Volume, forebay (sum of forebays 9 more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Dale
Design TSS removal
Coastal SAIDA Table Used?
MountainlPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used In SAM table);
Calculation option 1 used? (See Figure 10.2b)
Volume, permanent pod, V
Area provided, permanent pod, A..p„ u
Average depth calculated
Average depth used in SAIDA, c6 (Round to nearest 0.5fl)
Calculation option 2 used? (See Figure 10 -2b)
Area provided, permanent pool, Avw p„ t
Area, bottom of 10ft vegetated Shelf, AK wj
42,381 fl?
29,978 If
. 33F}; (unitiess)
)458 f OK
7�
OAIIi itz
4054 If OK
31,01;f fts
1'6,3,19 fns
20,1%% OK
86.%
N _(YorN)
Y (Y or N)
3,10 (unldess)
N. (Y or N)
81,012 fe
32,453 ftr
It
ft
Y (Y or N)
32,453 tP
29,197 if
Neat 3 ft ndn.
Area, sediment cleanout top eievallon (bottom of pond), Ay, .,w
23,416 fe
' Depth" (distance blw bottom of 1011 shelf and fop of sediment)
3.00 ft
Average depth calculated
7 ft OK
Average depth used In SAIDA, d,,,, (Round to down to nearest 0.5it)
310 ft OK
Drawdwn Calculations
fDrawdDwn through orlAoe?
Diameter of orlflce (if circular)
Area of odfloe (9- norm- circular)
Coeff slant of discharge (C))
Driving head (H,)
Drawdown through weir?
Weir typo
CoaMent of discharge (C,,)
Length of weir (L)
Driving head (N)
Pre - development 1-yr, 24-hr peak flow
Post - development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drewdown time
Additional Information
Vegetated side slopes
Vegetated shell slope
Vegetated shelf wkkh
Length of gowpath to width ratio
Length to width ratio
Trash rack for overflow & office?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies Is:
Y (Y or N)
3:84' In
Inz
�A;BD. (urtitless)
1.50 ft
(Y or N)
(unrdws)
, -- (unigess)
ft
ft
58:60 ffteo
i 54,1i6ftalaec
ft Leo
2,00, days
OK, draws dawn In 2 -5 days,
9 :1
OK
'f4 :1
OK
10 ft
OK
:1
OK
,.5 :1
OK
Y (Y or N)
OK
Ilk It
OK
Y (Y or N)
OK
Y (Y or N)
OK
Y- . or N)
OK
Form SW401 -Wet Detention Basin- Rev.941e112 Parts I. & p. Dealgn summary, Page 2 of 2

Permit No
fto be provided bYDWQ1
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An Incomplete submittal package will
result In a request for additional information, This will delay final review and approval of the project. Initial In the space provided to
Indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
6 & hydro rep 1. Plans (1" - 5V or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
8 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross -section,
- Vegetation specification for planting shelf, and
- Filter strip.
8 3, Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3;1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specifiers
on the plans prior to use as a wet detention basin.
hydro rep 6. A table of elevations, areas, Incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
4 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
hydro rep 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).
10. A soils report that is based upon an actual field Investigation, soil borings, and Infiltration tests. County
soil maps are not an acceptable source of soils Infonnatlon.
Form SW401 -Wet Detention Basin- Rev.94118112 Part III. Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location, Any deficient BUF elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMF.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
does r l does not incorporate a vegetated filter at the outlet.
This system (check one):
Ej does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf. .
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment,
After the we detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMi' element:
Potential problenr.
How I will remediate the problear.
The entire BMP
Trash/ is present
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and /or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one -time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
appro xlmatel six Inches. .
Form SW401 -Wet Detention Basin O&M-Ray.4 Page 1 of 4

Permit Number'
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential roblem:
How I will remediate the problerm
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe, Dispose of the
Swale
sediment off-site.
The pipe is cracked or
Replace the pipe.
otherwise dame d.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
a depth greater than the
Search for the source of the
sediment and remedy the problem if
original design depth for
possible, Remove the sediment and
sediment storage.
dispose cf it ;iL a locator, where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying,
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one -time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal ow&
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface,
Form SW401 -Wet Detention Basin O&M -Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWo
Drainage Area Number:
BM[P element:
Potential roblem;
How l will remediate the problem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of musla'at or
Use traps to remove muskrats and
beaver activity is present,
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair, if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off-site,
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919 -733-
1786,
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 138.50 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 138.50 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(f ll in the blanks)
Permanent Pool Elevation 142.0
Sediment Removal 138.50 P Pool
--------- - - - -- - - Volume Sediment Removal Elevation 38 50 Volume
Bottom Elevati 137.50 -ft Min. ------------------------------------ - - - - -- - - - - --
Sediment Bottom Elevation 137.50 1 -ft
Storage Sedimei
Storage
FORTBAY MAIN POND
Form SW401 -Wet Detention Basin O&M -Rev,4 Page 3 of 4

ParrmitN Mimr:
(to baPIaUf*dbj,p
I admowledge and agree by any sigezatura bolow that X am tmponoible for the
pcaormmoe of the mairtteumea procedum listed above, I agues to not}fy DWQ of any
jv&IcwP w4h #lie Pystm or prior to any dWmgo to the eystefn or mmpopsMc party.
Projecl rtantetNIA, Ome g bubdhmm �.
BM' dminage area. ntrTlriier'�
print>uame ;�oydM. To9ma$
Title:Vica;1'addent of�talbw Oil Corny „
,Addreas;300 Wns]Wn Blyd Raft Mhou -n-L MC 27804
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tiro lots itm beet sold aad is mOmt offio gViviWon Ins bpeu mm[ed tW mssideant.
w ,acWe. - , ItNowy Publfa for the state of
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SHiiET 08 j

STALLINGS OIL COMPANY N srrE
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RDdry Mount, NC 27804 -- " r„a�l Qp4 4 �;r•
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NOTES
1. BROWN CONTROL DETAIL REFER TO SHEET 08.
2 LEVEL SPREADER - VFY7ETATED FILTER STRIP
(LS-4FR) NT tar RE PRWWFED FROM SEDIMENT AND
SrORM1AER FLOMS DURIND CONSIRUMN.
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VOLUME STALLINGS OIL COMPANY ` •'� - [-+
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OWNER:
STAL.LINGS OIL COMPANY
300 S. Wesleyan Boulevard
Rocky Mount Nc 27801
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lOP BF 9ERL1 TOP BF aERM
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JOB NUMBER
5 110012A
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SHEET 08

OWNER
STALLINGS OIL COMPANY
3W S. W091GY n Saulavaird
Ro* Mount, NC 27804
HKT BALES ARE NOT AN ACEEPTAYE ALTERNATM
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SYMBOL TD - -�
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SPECIFICATIONS
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P- SEE STANDARD MUST ILOCK TABLES.
FOR RICA OF CONCRETE REWREM
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OWNER:
STALLINGS OIL COMPANY
S. Wesleyan Boulevard
Rocky Mm4 NO 27804
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SHEET 10

Level Spreader
Calculations /O &Magreement

wnr�
P t
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS -VFS) SUPPLEMENT
This form must be completely filled out, printed, lnlHaled, and submitted.
ProJact name
Contact name
Phone number
Date
Drainage area number
The purpose of the LS -VFS
Store water enters LS -VFS from
Type of VFS
Explanation of any'Othet' responses above
If Stormwater Enters the LS -VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Railonal c cmeffioletd
Peak flow from the 1 gdhr storm
Time of concentration
Rainfall Intensity, 10- yrstorm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the I.S -VFS
Is a flow bypass systern going to be used?
Explanation of any'Othet" responses above
If StDnwm er Enters the LS -W$ from a sMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10 -year storm
Maximum caw* of a 10D -foot long LS -VFS
Peak flow directed to the LS -VFS
Is a flow bypass system going to be used?
Explanation of any'Othee responses above
Sh9n'2hmH
1
fly
Do not complete this section of the form.
ff
Do not complete this section of the form.
96
Do not complete this section of the form.
1,0.
Do not complete this section of the form.
cis
Do not complete this section of the form.
min
Do not complete this section of the form.
Inthr
Do not complete this sedion of the form,
cis
Do not complete this section of the form.
I'Q -yaar tamf
cis
Do not complete this section of the form.
�(Y or N)
Do not complete this section of the form.
Weidetandampond
6113
Cfs
25.72
cfs
1^0
cis
1,0.
cfs
Y
(Y or N)
Form SW401 . LS -VFS - Mune2012 - Rev.10 page 1 of 3

LS -VFS Design
Forebay surface area
Depth of tomboy at stormwater entry point
Depth of forebay at stomrvrater exit point
Feet of level lip needed per cN
Computed minimum length of the level by needed
Length of level lip provided
Wldth of VFS
Elevation at downslope base of level lip
Elevation at the and of the VFS that Is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present In the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow sp=ng device?
Dimensions of the channel (see diagram below),
M
p
W
y (flow depth for 10 -year storm)
freeboard (during the 10 -year storm)
Peek veto* In the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wegand?
Does the channel enterthe stroam at an angle?
Explanation of any "Other" responses above
Y (Y or N)
Y' - (Y or N) Please provide plan details of flow splltter & supporting calms,
W
Form SW401 - LS-VFS - Mun=12 - Rev. 10 page 2 of 3
sq ft
In
In
10
fVcfs
100
ft
1Dri
ft
30
ft
13t3,1Q
f nsl
1�8.1D imsl
2.00
96
-j N-- ---�
-- (Y or N) OK
----
N .
(Y or N)
Y (Y or N)
Y' - (Y or N) Please provide plan details of flow splltter & supporting calms,
W
Form SW401 - LS-VFS - Mun=12 - Rev. 10 page 2 of 3

W1090UNWORVY M -x- ..r ->n -- --- w��_ ..� �•_.- �- �- .�._ :.ti �, �_^ : . , - :�. -fir 7 �'� . sr -
:I.� ,
EDIT 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 deslgrnated an agent, the agent may Initial below, If a requirement has not been
met, attach Justification.
Requded Item:
1, Plans (1" -60' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (If applicable),
- Delineated drainage basins (include Rational C ccel iclerd per basin),
- Forsbay (If applicable),
1-10h Clow bypass system,
• Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
2. Plan details (1" = 30' or larger) for the level spreader showing:
- FurGMY (ri appiirawte),
- High flow bypass system,
- One foot tnpo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
S. Section view of the level spreader (1" F 29 or larger) showing:
- Underdreln system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
q. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area Is stabilized,
6, If a non- englneared VFS Is being used, then provide a photograph of the VFS showing
that no draws are present
7. The supporting calculations.
B. A copy of the signed and notarized operation and maintenance (0 &M) agreement
Initials Page or plan sheet number and any notes:
Willi C
istClote
44L t- =~�i`�
r
report
Forth SW401- LS VFS - 2eJune2012 - Rev. 10 page 3 of 3

Permit Number:
(to be provided by DWo
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures;
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
-- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problem
How I will remediate the problem
The entire filter strip
Trash /debris is present,
Remove the trash /debris.
system
The flow sputter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow sputter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O&M -Rev.3 Page 1 of 3
r

BMP element:
Potential problem:
How I will remediate the problem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment,
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise dame d.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
theft plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one -time fertilizer
a lication.
Trees or shrubs have begun
Remove them.
to grow on the swale or iust
downslo a of the level lip.
The bypass channel
Areas of bare soil and /or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control_.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and / or '
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one -time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip,
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer a lication,
Plants are desiccated,
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or.
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one -time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919 - 733 -1786.
Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O&M Rev.3 Page 2 of 3

PwwtN=ber;
`,b bapmddod k,.DWO
I Wtiotwledge and agree by my Mora below that I pm vespmsible for the
pe2fomanao of the meintenance.prooedures 9" above, I agree to xlotIfy)DWQ of'any
problems with Ow ayokm or prior to any o%es to the oyatem m mponaiblo party,
,Project rme,Nash Crossing S" yislon
BMP drwMage area number...
Pi3�it taania; 3a�►d , Tolman
Title;Vice. President of Ming Oil Gomg=
AO- ess:300 Vir'eslevan Blvd. Rocky h►IotunY, NQ 27804
NOW The legally responslbiepoo ahmald xot be a hamommm naso4gOoo Wan moir, than 50 of
the lots have baen said and a resident of tho satbdivlalou boa bean mmad ttapn♦sldent,
1, S t..s Im, W m4,6e..0 -- , a Notary Public for the State of
ouuty of, Mss , 40 Hereby eeriify that
o!d cal. '! '7d wg oL r% personally appeared before me this ,
day of TRH ra dLr! , , 2012 said acknowledge the due examdon of the
forgoing filter sWp, ripm1ao buffer, anchor level sp vadeir maintewce requirmab,
Whmvo my hand and o1rioial mL
am a i
WCOM n&OW01,90fP
1MP03 M
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Attachments
1. SIGNED JURISDICTIONAL DETERMINATION .....................
2. SHPO NO EFFECT LETTER ............... ...............................
3. ADJACENT PROPERTY OWNER LABELS (USACE ONLY)...

U.S. ARMY CORPS OF ENGINEERS COPY
WILMINGTON DISTRICT
Action Id. SAW -2012 -00705 County: Nash U.S.G.S. Quad: NC NASHVILLE
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Stallings OR Comanv
Boyd Tolman
Address: 300 S. Wesleyan Blvd
Rocky Mount. NC. 27804
Property description:
ALyent:. S &EC
Steven Ball
Address: 11010 Raven Ride Rd
Raleish. NC, 27614
Size (acres) 51.88 Nearest Town Nashville, NC
Nearest Waterway Tar River Basin
USGS HUC 03020101 Coordinates Latitude: 35.97978 Loneitude: - 77.96951
Location description: The property is located in the south eastern quadrant of the intersection of US 64 BkZm and
NC 58, Nash Count-r. Nashville. NC. --
Indicate Which of the Following Anuly:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). If you wish, you may
request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may
provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determmation may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on May 1. 2012. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subj ect to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2

The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to
determine their requirements.
Placement of dredged or 0 material within maters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you havc any questions regarding this
determination and/or the Corps regulatory program, please contact Thomas Brown at 919 - 5544884
x22 /Thomas.L.BrownMusace.armv.mil.
C. Basis For Determination
The site exhibits wetland criteria as defined in the 1987 Corps Wetland Delineation Manual and appropriate Regional
Supplement.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
m USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved Jurisdictional determinations as Indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attu: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corpa Regulatory Official: L - -/, •" — — ,
r
Date: May 1. 2012 Expiration Date: May 1. 201
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit Lttp:// per2 .nw,p,usace.army.miUsurveyhtml to
complete the survey online.
Copy furnished:

k • `►TOTIFICATION OF ADNIINISTRATIVE APPEAL OPTIONS AND PROCESS AND
• REQUEST FOR APPEAL
Applicant: StQggl Oil Comuanv File Number: SAW - 2012 -00705 Date:
Attached
is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of permission)
A
PROFFERED PERMIT Standard Permit or Letter of Permission)
B
PERmrr DENIAL
C
®
APPROVED JURISDICTIONAL DETERMINATION
D
PRELiF MARY Ji MISDICTIONAL DETERMINATION
E
SECTION l -The following identities your rights and options regarding an administrative appeal of the above decision.
Aftbonal information may be found at bZ.,Avwwuswe.g=.mil/matifunctiondew/coma/re or
Corps regulations at 33 t"TR Part 331
A: INIZ741, PROFFERED PERMIT: You may accept or object to the permit.
If you - cceived a Standard Permit, you may sign the pannit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section IT of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the pert in its entirety, and waive all
rights to appeal the permit; including its terms and conditions, and approved jurisdictional determinations associated with the
Permit
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section H of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section H of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of time
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further lush action Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - RE VEST FOR APPEAL of OB.IEC rIONS TO AN N117AL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
re ^..ord of *fie appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION°.
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Thomas Brown
CESAD PDO
Raleigh Regualtory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Dr, Suite 105
60 Forsyth Street, Room 10M15
Wake Forest, NC 27587
Atlanta, Georgia 30303 -8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opp2Eq!ft to participate in all site investi rpations.
Date: Telephone number:
Signature of appelfimt or amt.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Thomas Brown, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303 -8801
Phone: [phone]

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North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Banos, Administrator
Beverly Eaves Perdue, Governor
Linda A. Carlisle, Secretary
Jeffrey J. Crow, Deputy Secretary
December 23, 2011
Nicole Thomson
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Office of Archives and History
Division of Historical Resources
David Brook, Director
Re: Commercial Development, Intersection of NC 58 & Highway 64, Nashville, Nash County, ER 11 -2344
Dear Ms. Thomson:
Thank you for your email of December 8, 2011, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill- Earley, environmental review coordinator, at 919 -807 -6579. In all future
communication concerning this project, please cite the above - referenced tracking number.
Sincerely,
&
Ramona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 2.'699 -4617 Telephone /Fax: (919) 80'- 6570/807 -6599

Sandy Loam Land LLC Harvey McKellar Heirs Sheila Williams Heirs
PO Box 501 301 St. Agnes Road 204 Vale Street
Nashville, NC 27856 Uniondale, NY 11553 Nashville, NC 27856
Effie B McKellar Heirs
301 St. Agnes Road
Uniondale, NY 11553
Nash Triangle Development Corp
PO Box 729,
Mount Olive, NC 28365
Stallings Oil Company
300 S. Wesleyan Blvd.
Rocky Mount, NC 27804
McDonalds Corporation #11932
PO Box 277
Kinston, NC 28502
Town of Nashville
PO Box 987
Nashville, NC 27856
Nash Triangle Development Corp
PO Box 158
Nashville, NC 27856
WJL Stores LLC
PO Box 699
Nashville, NC 27856
WH Capital LLC
3290 Northside Parkway, Suite 385
Atlanta, GA 30327
Boddie Noell Enterprises Inc
PO Box 4349
Anaheim, CA 92803
Tablerock Real Prop Invest LLC
PO Box 277
Kinston, NC 28502