20120627 Ver 1_401 Application_20120612

Joyr er Keeny, PLUG
Planning & Land Surveying
LETTER OF TRANSMITTAL
Attention Karen Higgins
NCDENR -DWQ
Webscape Unit
1650 Mad Service Center
Raleigh, nC 27699 -1650
Phone [phone]
Transmitted For Review & Approval
Delivery Method Regular Mail
20120627
Date 06/20/12 Job No 110086A
RE Riparian Buffer Authorization
Family Dollar Relocation
685 S Wesleyan Blvd
LR
2 2012
Copies
Date
Description
3
Completed & signed PCN form
3
Detailed Buffer Impact Ma
3
NCDENR DWQ Buffer Determination Letter dated 03/07/12
3
Construction drawing Plan Sheets 2 3 4& 5
Karen
Included is my application for Buffer Authorization Please do not hesitate to call or email
(brent@jMerkeeny com) if you have any questions or require additional information
Thanks
Brent
LCopy(s) TO File SIGNED Brent T Nieman, PE 1,,$Wl I /
Post Office Box 7533. 1051 N Winstead Ave . Rocky Mount • North Carolina • 27804 -7533
252 977 3124 (office) • www joynerkeeny com . 252 985 6026 (fax)
North Carolina Firm Number P 0551

OBOE WAL4AO
AWL' O <
201200a?
Office Use Only
Corps action ID no
DWQ project no
Form Version 14 January 2009
Pre - Construction Notification (PCN) Form
A Applicant information
1 Processing
1a Type(s) of approval sought from the Corps
❑ Section 404 Permit ❑ Sectton 10 Permit
1b Specify Nationwide Permit (NWP) number or General Permit (GP) number
1c Has the NWP or GP number been verified by the Corps?
❑ Yes ❑ No
1d Type(s) of approval sought from the DWQ (check all that apply)
[:1401 Water Quality Certification - Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification - Express ❑X Rip n Buffer Authonzatio]
1e Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification
❑ Yes ❑ No
For the record only for Corps Permit
❑ Yes ❑ No
1f Is payment into a mitigation bank or in lieu fee program proposed for
mitigation of impacts? If so attach the acceptance letter from mitigation bank)
or in lieu fee program f
❑ `Yes ❑X (N J
1 g Is the project located in any of NC s twenty coastal counties If yes answer 1 h
below)
❑ (Y::es] ❑X `No
1h Is the project located within a NC DCM Area of Environmental Concern (AEC)?
- — - -- -- -
❑ Yes KO
2 Project Information
2a Name of projact
Family Dollar Relocation 685 S Wesleyan Blvd
C2b Countyl
Nash
2c Nearest murn_cipality / town
City of Rocky Mount
Subdivision nam3
South Wesleyan Subdivision (lots created as part of this development)
2e NCDOT only T 1 P or state project no
C33)j (9—mner Information
(31a Name(s) on Recorded Deed
South Wesleyan Associates LLC
Cq-b Deed Book and Page No)
DB 1709 PG 120
3c Responsible Party (for LLCM
applicable) )
Jack Medlin UU
Flil�i o o m7mk
3d tS reet address
`— -
1009 N Church Street
_
(3e City state zip
Rocky Mount NC 27804 LD E N—R W:A �; i
3f Tele hone no
252 977 3345 ' ""''��` Ba"c
`3g Fax no
C Email address
Page 1 of 10
PCN Form - Version 14 January 2009

�4J `Applicant Inf_ormation (if different from owner)
4a Applicant is�
❑ IAgent( ®Other specify] Developer (will be project owner)
�4b Name j
G Barnes Boykin
(4c Business name]
((if applicable) )
Eastern Pride Inc
(4-d Street address
2405 West Nash Street Suite F
`4e City state zipj
Wilson NC 27896
* Tele hone no
252 230 0632
(4g ax—no
252 237 0766
4h Email addiew�,
I bamesboykin @yahoo corn
J CAgent(Consultant Information (if apphcabl
5a Nam
Brent Niemann PE
(5b Business name)
{(if applicable) )
Joyner Keeny PLLC
5c Street address
P O Box 7533
(5d City state zip)
Rocky Mount NC 27804
(5e Telephone no�
252 977 3124 x102
i5 Fax noj
252 985 6026
Cg Emai-1i jd:d res J
brent@joynerkeeny corn
Page 2 of 10

B Project Information and Prior Project Histo
h (Pro-
roperty Identificat o� n
(11a Property identfi_cation no (tax PIN or parcel ID))
374907687958 (portion of)
,1 b Site coordinates (in decimal degrees)]
CLatitude 35 938333 Longitude 77 828889
1 c Property size
141 acres
(2) C urface Waters
��Name of nearest body of water to proposed protect
UT to the Tar River
[b Water Quality Classification of nearest receiving water)
WS IV PA NSW
[2c River basin
Tar Pamlico
(3� Protect Description)'
Describe the existing conditions on the site and the general land use in the vicinity of the protect at the time of this)
�aPPlicatron ` —— -- — The subdivided protect tot area consists of an existing gravel drive /parking lot, with the remainder being placed fill material with mediocre ( -50°/ ) low
ground cover
3b List the total estimated acreage of all existing wetlands on the property
(3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property) 220
1�3d Explain the purpose of the proposed project)
Relocation of nearby existing Family Dollar retail store
( e Describe the overall protect in detail including the type of equipment to be used
Project will require grading storm drainage stormwater BMP water /sewer services and asphalt drives/parking to serve proposed 8 320 sf retail store
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by theL
(Corps or State been requested or obtained for this property
(project (including all nor phases) in the ast?)
0 (Y_ e__:s) ❑ Ko ❑ Unknown
Comments
`. —m - -�
4b If the Corps made the jurisdictional determination what type
of determination was made?
❑ Preliminary ❑ Final
4c If yes who delineated the tunsdictional areas?
Name (if known) Shown on USGS Quad & Soils Map
(Agency /Consultant Compan�
(Other -)Joyner Keeny sub to NCDENR
4d tlf yes list the dates of the Corps junsdictional determinations or State determinations and attach documentation
Surface Water Determination Letter received from NCDENR on 03/07/12 (attached)
5 (P_roject History
Fa Have permits or certifications been requested or obt_amed,f )
(this project (including all prior phases) in the past ?) J
❑ Yes) ❑X Co ❑ U knn own
—
r5b _If yes explain in detail according to help file instructions
6 i Future Project Pians)
6a_Is this a phased project?
❑ Yes ❑X No
6b If yes explain
Page 3 of 1 _0�___
,\PCN Form -:version 1 4 January 2009)

C Proposed impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑ Wetlands ❑ Streams — tributaries ® (B ers ❑ Open Waters ❑ Pond Construction
2 Wetland impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a
Wetland impact
number
Permanent (P) or
Temporary
2b
Type of impact
2c
Type of wetland
2d
Forested
2e
Type of jurisdiction
Corps (404 10) or
DWQ (401 other)
2f
Area of
impact
(acres)
W1
Choose one
Choose one
Yes /No
W2
Choose one
Choose one
YeslNo
W3
Choose one
Choose one
Yes /No
W4
Choose one
Choose one
YeslNo
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g Total Wetland Impacts
2h Comments
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a
Stream impact
number
Permanent (P) or
Temporary (T)
3b
Type of impact
3c
Stream name
3d
Perennial (PER) or
intermittent (INT)?
3e
Type of
jurisdiction
3f
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
S1
Choose one
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h Total stream and tributary impacts
31 Comments
Page 4 of 10
PCN Form — Version 14 January 2009

4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then indiv ually list all open water impacts below
4a
Open water
impact number
Permanent (P) or
Tem ora
4b
Name of waterbody
(d applicable)
4c
Type of impact
4d
Waterbody
type
4e
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f Total open water impacts
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed the complete the chart below
5a
Pond ID number
5b
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f Total
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
5) Size of pond watershed (acres)
5k Method of construction
(6 Buffer Impacts (for DWQ�
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
�6a Protect is in which protected basin ?,
❑ Neuse Eg Tar Pamlico ❑ Catawba ❑ Randleman ❑ Other
6b ____
�uffer Impact)
{number —) J
Permanent (P) or
jTem ora )
6c _
R a n for impact)
6d
SVeam name
6e
�uffer
mitigation)
�LrequiredJ
6f
(Zone 1
(impact)
((square)
(feet)
6g
Zone 21
�impact�
)(square
(feet))
131 P
Widen/pave exist drive
UT to the Tar River
No
1 349
316
B2
Yes/No
B3
Yes/No
64
Yes/No
135
Yes/No
136
Yes/No
6h Total Buffer Impacts
61( Comments Limits of existing transportation facility (per aenal image) have been excluded from the impact calculation
Page 5 of 10

D Impact Justification and Mitigation
1 (Avoidance and Minimization
1a e proposed impacts in designing prote­r3t
The proposed driveway was aligned to utilize the existing culvert (no extension of culvert required just headwall installation) and minimize buffer
impacts
lb( Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
The contractor will first install silt fence along the denuded limits within the buffer Next headwalls will be installed on the ends of the existing culvert
avoiding impacts to the existing stream
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for
Impacts to Waters of the U S or Waters of the State?
❑ Yes ❑ No
2b If yes mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c If yes which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to In lieu fee program
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type Choose one
Type Choose one
Type Choose one
Quantity
Quantity
Quantity
3c Comments
4 Complete If Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation stream temperature
Choose one
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 14 January 2009

6 Buffer Mitigation (State Regulated R ppanan Buffer Rules) — required by DWQ�
6oWdl the protect result m an impact wdhm a protected riparian buffer —that–req —urres
buffer mingafion?
Yes Q No
6b (If yes then din - bfy the square feet of am pact to each zone of the npanan buffer that requires mtgabton _Calculate the)
amount of mitigation required)
Zone
�6cj
Reason for impact)
(6d
)Total impac
`(square feet))
Mult]ph
(Se)
Regwred m�Ugation
((square feet))
Zone 1
3 (2 for Catawba)
Zone 2
15
6f (Total buffer mitigation required 1
6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to pnvate mibgation bank
permittee responsible riparian buffer restoration payment into an approved ln4leu fee fund)j
6h Co mm ents�
Page 7 of 10

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
tDfff —us e F io—, W Plan
1 a Does the protect Include or is it adjacent to protected npanan _buffers identified
(within one of the NC Riparian Buffer Protection Rules ?'
❑X Yes ❑ (No)
1b If yes then Is a diffuse flow plan included? if no e_xplaln why)
Outflow from the proposed Wet Detention Basin discharges to adjacent (remaining tract) property not
located in within a Riparian Buffer area
Yes No
2
Stormwater Management Plan
2a
What Is the overall percent Imperviousness of this project?
2b
Does this project require a Stormwater Management Plan?
❑ Yes ❑ No
2c
If this protect DOES NOT require a Stormwater Management Plan explain why
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan
2e
Who will be responsible for the review of the Stormwater Management Plan?
3
Certified Local Government Stormwater Review
3a
In which local government s jurisdiction is this project?
3b
Which of the following locally - implemented stormwater management programs
apply (check all that apply)
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
attached
❑ Yes ❑ No
4
DWQ Stormwater Program Review
4a
Which of the following state - Implemented stormwater management programs apply
(check all that apply)
❑Coastal counties
❑HQW
❑ORW
❑Session Law 2006 246
❑Other
4b
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 14 January 2009

F Supplementary Information
1 Environmental Documentation (DWQ Requirement)
1a Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
❑ No
use of public (federal/state) land?
1 b If you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c If you answered yes to the above has the document review been finalized by the
State Clearing House? (if so attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter )
Comments
2 Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated)
_
�Wedand Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards
[]Yes
No
`or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b an e
Is this afr teamialat
Yes
Q No
(c If you answered yes to one ow both of the above question--s)(provide an explanation of the violations)
3 Cumulative Impacts (DWQ Requirement)
3a (Wdl this project (based on past and reasonably anticipated future impacts) result i_n)
❑Yes
E9 No
,additional development which could impact nearby downstream water quality ?)
3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative descnpbonJ
4 Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility
Page 9 of 10
PCN Form — Version 14 January 2009

06/16/2012 13 22 2522370766 EASTEPNPPIDEINC PAGE 02/02
5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an an a with federally protected species or Yes ❑ No
habitat?
5b Have you checked with the USFWS cone rning Endangered Species Act 0 Yes ❑ No
Impacts?
5c If yes indicate the USFWS Field Office you have contacted
5d Wh ,3t data sources did you use to det rm ine whether your site would Impact Endangered Species or Designated Critical
Habitat?
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an ar( a designated ss essential fish habitats ❑Yes ❑ No
6b What data sources did you use to determine whether your site would Impact Essential Fish Habitat?
7 Historic or Prehistoric Cultural Resiouices (Corps Requirement)
7a Will this project occur In or near an area that the slate federal or tribal
governments have designated as hm ing historic or cultural pn servation ❑ Yes ❑ No
status (e g National Historic Trust de sig nation or pinpeMes significant in
North Carollna history and archaeolooy)?
7b What data sources did you use to delerm one whether your site would impact historic or archeological resources
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur In a I-EMA- designa led 100 year noodplain?
❑ Yes ❑ No
8b If yes explain how project meets FENIA niquiremenis
8c What source(s) did you use to make the f oodplain determination?
G Barnes Boykin �r r 61c S /�c�
Eastern Pride Inc �^
Applicant /Agents Printed Name Applicant /Agent f eft re Date
(Agenl signeturp IS v -01d y If ian tauthorhedon
letter from the aePlicanl Is provided
Page 10 of 10

A F y WA
®E6NR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild PE
Governor Director
March 7, 2012
'r Brent Niemann PE
Joyner Keeny PLLC
PO Box 7533
Rocky Mount NC 27804
Dear Mr Niemann
Dee Freeman
Secretary
Subject Surface Water Determination Letter
TBRRO #] ] 230
Nash County
The Raleigh Regional Office of the NC Division of Watei Quality /Surface Water Protection Section conducted a
site visit at the subject property and is providing the below listed determination pursuant to your request for a formal
surface water determination
BASIN
❑ Neuse (15A NCAC 26 0233) ® Tar Pamlico (15A NCAC 2B 0259)
❑ Ephemeral/intermittent/Perennial Determination ❑ Isolated Wetland Determination
Project Name
Location/Directions
Subject Stream
Hwy 301 N/Harbor West Drive
Subject property is currently undeveloped lot located at the northeast
intersection of Hwy 301 (Wesleyan Blvd) and Harbor West Drive
UT to the Tar River
Date of Determination December 7, 2011
Feature
E/I/P*
Not
Subject
Start@
Stop@
Stream
Soil
USGS
Subject
Form Pts
Survey
To o
A
X
Culvert
X
X
Outfall
*E/IIP = Ephemeral /Intermittent/Perennial
Explanation The feature(s) listed above has or have been located on the Soil Suivey of Nash County North
Caj ohna or the most recent copy of the USGS Topographic map at a 124 000 scale Each feature that is chocked
`Not Subject has been determined not to be a stream or is not pi esent on the property features that are checked
Subject' have been located on the pi operty and possess characteristics that qualify it to be a stream There maybe
other streams located on youl pi operty that do not show up on the snaps i efei enced above but still may be
consider ed jurisdictionaI according to the US Ai my Corps of Engmeeis and /oi to the Division of Watei Quality
NO°
7
fur Carols a
or
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet www newaterquality org 1628 Mail Service Center Raleigh NC 27699 1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer -50/ Recycled/10/ Post Consumer Paper

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JOYNER KEENY PLLC
LAND PLANNING & SURVEYING
1051 N Winstead Avenue P O Box 7533
Rocky Mount North Carolina 27804
North Carolina Firm Number P 0551
V 252 977 3124 F 252 985 6026
joynerkeeny com
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JOYNER KEENY PLLC
LAND PLANNING & SURVEYING
1051 N Winstead Avenue P O Box 7533
Rocky Mount North Carolina 27804
North Carolina Firm Number P 0551
V 252 977 3124 F 252 985 6026
joynerkeeny com
N ~/ N
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IMPACT MAP
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WNER:
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77411 T_il
" 01
SOUTH WESLEYAN ASSOCIATES, LLC
1009 N. Church Street ja
Rocky Mount, NC 27804
fy
V. 252.977.3345 ncH, u
w T
DEVELOPER: P4
.STOCKS & TAYLOR CONSTRUCTION, INC.
1825 Carolina Avenue
P.O. Box 2147
Washington, NC 27889
V. 252.975,5855
F. 252.975.5811
P-4
EXIST TOP OF BANK
r Pi
IS
NOTES FIELO L9CATE0 BY JK.
FEATUR�
1. Pro crty Information
BUFFER RULES PER SUBJECT TO
NCDEMP-01110 OET. LTR,
Tax Map Parcel ID Number. 3 7490 768 7958 (Proposed Portion of this Parcel) -0 0,3107112
DATE.
PROP, 50' TAR -PAM ­
L I A
Physical Address: 685 South Wesleyan Boulevard, Rocky Mount; NC 27804 i1 BUFFER MEASURED
Zoning: B-2 Commercial Corridor (City ofRocky Mount, per Nash County GIS)
FROM TOP OF BANK
Exist. Land Use: Vacant (on Proposed Subdivided Lot) (TYP
EXIST. GRAVEL
Proposed Land Use: Commercial (Retail) Building EXIST. GRAVEL
EXIST. 40' DRIVE
Minimum Setback Requirements: PARKING 12" HOPE
•
500 0.75% AY
r
Front:
EXIST FLOODY��­ 0
20, V J
Side: IqAS
ST HDPE 0
Rear., 20' EXIST.
TO,BE REMOVED
Min. Lot Width: NIA
01,
Min. Lot Frontage: NIA
Min. Lot Size. NIA
Total Proposed Subdivided Lot Area 1.41 AC
J
Remaining Parcel Area 17.29 AC
2. Legal Reference. Being a portion of that property described in Deed Book 1709, Page 120 & Plat Book 31, Page ­ _' 51 1, Stony Creek Township,
Nash County Registry.
EXIST BUILDING
XIS I
r
3. This map does not depict encumbrances that are found during a thorough complete Title CURRENT USE,
4. Area computed by coordinate method All distances are Chord distances, unless noted otherwise. VACANT
Q,
5. All Right-of-Ways are Public, unless noted otherwise. FFE= 101. 11
6. Proposed lots shall have a 5' Drainage & Utility Easement (DUE) along the perimeter of each lot, unless noted otherwise.
DATE
7. The property shown hereon DOES contain Special Flood Hazard Areas (SIFILAs) subject to inundation by the I %.Annual Chance Flood (i.e.
04/16/12
100 -Yr. Event) per FEMA FIRM Map Panel No. 3720374900J, effective date 11103104 (NA VD 1988). a!
A59
8.
SCAL
Wetlands arc not shown and maynot have been determined.
C6
9, no property shown hereon IS a protected watershed (WS-IV-PA), per City ofRocky Mount Planning Dcpartmc,.-� E
30'
10. Surveyor did not visibly see any cemeteries in any open areas unless noted otherwise.
DRAWN BY i r, J
PLLC on November 17, 2011 & December 15, 2011. Horizontal Datum is NAD 83 (2007) NC State Plane Coore.,`aatos, Vertical Datum is
11. Topographic data and existing improvements shown on the proposed subdivided parcel is per an actual field surv­�: iperformod by Joyner Keony,
EXfST 24" BTN
NAVD88, The initial coordinates for this project were produced from NCGS VRS RTK GPS Observations (Clat— lcm Horizontal &2cm
4.
JOB NUMBER
Vertical) utilizing one (1) Trimble R8 Dual Frequency Receiver. '0 V
12. JoyncrKeeny, PLLC, can only locate utilities that are above ground at the shown hereon are
c time offield survey. Underground linc, 110086A
approximate or as reported by various responsible parties. Location of Underground Utilities are APPROXIMATE, and must be field verified.
DRAWING FILE
Surveyor does NOT guarantee that any underground structures such as utilities, tanks and pipes are located hereo,,_
&
13. The contractor is responsible f locate existing utilities prior to beginnizg work. 110086A Sh02 Exist Cond.dwc •or calling the NC One Call Center at 811 to 10
L:fing Inspections Department
14, The ContmotorlOwner shall be responsible for verifying all minimum building setback requirements with the Bu
V
prior
to construction.
LAYOUT TAB
>
or all work zone traffic con trol in or adjacen t to NCDOT or City of Rocky M� un t Righ t- of- Way. All Exist
15. The Contractor shall be responsible f
conform with the Man NCDOITstandards ,Fz specifications.
methods shall confo Manual Uniform Traffic Control Devices (MUTCO) and/or I
Z
'cations & Details, ]a
16. All required improvements shall conform to the City ofRocky Mount's Land Development Code and Manual of 5 ;aecifi latest
00
ca CID
edition. - °/I ! f VvY i
17. This plan is valid for two (2) years from the date of approval. e..
Code.
18. All signs shown on this plan shall conform to Tables 7-6 & 7- 7 of the City of Rocky Mount's Land Development
19. The City of Rocky Mount will not issue a Certificate of Occupancy for this project until the OwnerlDeveloperICc>: :Zractorprovides: two
444
1. Landscape maintenance bond
2. Final approval from NCDENR-Public Water Supply for the public 6" water main extension
3. Record drawings for the 6" water main extension I ToP OF , BAroK
Z
JK.
4, Record drawings for the Stormwater Management System j
EXIST. GRAVEL T :TO- I/
ro-,
_rt
5. Signed and notarized operation and maintenance agreement for the Stormwater Management System PARKING U�t W` RULES -`PEP­'_
6. Recording fees for the Storin►vater Operation and Maintenance Agreement EXIST, SIGN
7. Engineer's Certification for the Stormwater Management System
TO BE REMOVED
f Z
20, Water and sower fees are due on this site prior to setting of water motor. Please contact Elaine Pate at 52 972.111,. or fee infonnation.
21. Contractor to provide shop drawings to City Engineering Department for tapping sleeve and construction. 9- 5'-,- 9,5 '-/,9.5
valve prior to begi=,'
22. All pavement markings on public streets to be thermoplastic and installed in accordance with NCDOT standards. P',,_--marking must beapproved (APPROX LANE w6THS) * I
A.-
e
-ES
is Engincerprior to installing thermoplastic markings.
by the City Trafil
24 f
23, NC DOT drivewaypermit is required for U.S. Highway-301 Bypass.
EXIST. PROPERTY LINE X W
24. City of Rocky Mount driveway permit is required for Harbour West Drive.
7XIST,
25, The disturbed area for this project is greater than 0.5 acres. Therefore, stormwater detention and nutrient managcn=t are required. EXIST. WATER
24 RCP
METER
a. Detention for this project is accomplished utilizing a Wet Detention BMP. _q
b. Nutrient management for this project is accomplished utilizing a combination ofa Wet Detention BMP, offs:: conservation casement, and
FES E E
54" FES
10=91,17 E E
EXIST 24" DIP WM CONC. JB 8 8
26, The disturbed am for this project is greater than 1.0 acre. Therefore, a formal sedimentation and erosion control and permit is required _GrV-__ EXIST, 80 1, 1 2 ;E
(PER
RV 54`RCP 0, 1.267. -T—'MI-I RIM=97.47
R/W
in-lieu fee payment.
11=92.77 (24
prior to any grading or construction on the site.
A_
W
27. Copies ofallponnits and approvedplan it box that is conspicuously located and ov,,ly accessible during
s must be kept on-site in a porm 10=92.17 (5
52
10=957
construction. This includes approved construction plans, encroachment agreements and driveway permits.
28. contractorlDevelopershall contact the City ofRocky Mount, Construction Inspector Bill Pridgcn at252,343.315"one week prior to beginning A V Sa
EXIST. 52-1 A
construction. EXIS T. EP 15" RCP
CO 1�25%
29. ContractorlOwnerlDeveloper shall contact the City
ry ofRocky Mount, Public Utilities at 252-467.4808 to coordirimt. the installation ofeloctric
4, 10" of
............... N C4
services and 252.467.4827 to coordinate the installation ofna(ural gas services. SS,
3a The electric customer shall own and be responsible f the installation of electric service to thopoint of delivery i6tatifled by the City of Rocky
or NORTH BOUND :r
CANES
EXIST, 53'MHI
Mount, Public Utilities.
RIM= 100,43
31, Developer/Owner is responsible for all costs related to the relocation of any existing utilities. 11=98,93(2-2" PVC)
—356' TO SIGNALIZED INTERSECTION 10 =98,13 1o° DJ)
32. For underground utilities, the Developer /Owner is responsible for all costs of boring, conduit; pavement patching landscaping replacement.
W > 0 0 Z 0
33. The property owner shall provide an executed Right -of -Way casement prior to the installation ofgas or electric ul"J","ities.
34. Required parking = (I spacc1200sf)(8,320 st) = 42 Spaces & I Loading Bay
Provided parking = 42 Spaces (Inc. 3 HC Spaces) & I Loading Bay
__,__._____,_,. �4)() �R,
NC GRID
W 83 (2007)
SCALE: 9 "= 301
,,� ��_ A
01-n i .
too$ 1 8;10

p
Ej
4
hn
N
N
b
a
a
NOTES
i, Property Information
Tax Map Parcel ID Number: 374907687958 (Proposed Portion of this Parcel)
Physical Address: 685 South Wesleyan Boulevard, Rocky Mount; NC 27804
Zoning. B -2 Commercial Corridor (City ofRocky Mount, per Nash County GIS)
Exist. Land Use: Vacant (on Proposed Subdivided Lot)
Proposed Land Use: Commercial (Retail) Building
Minimum Setback Requirements:
Front: 50'
Side: 20'
Rear: 20'
Min, Lot Width: N/A
Min, Lot Frontage: N/A
Min. Lot Size: N/A
Total Proposed Subdivided Lot Area =1.41 AC
Remaining Parcel Area = 17.29 AC
2. Legal Reference: Being a portion of that property described in Deed Book 1709, Page 120 & Plat Book 31, Page 2 51, Stony Creek Township,
Nash County Registry.
3. This map does not depict encumbrances that are found during a thorough & complete Title Search.
4. Area computed by coordinate method. All distances are Chord distances, unless noted otherwise.
5. All Right -of -Ways are Public, unless noted otherwise.
6. Proposed lots shall have a 5' Drainage & Utility Easement (DUE) along the perimeterofeach tot, unless noted oth;;-,rvise,
7. The property shown hereon DOES contain Special Flood Hazard Areas (SFILl subject to inundation by the 1 % . nnuai Chance Flood (i.e.
100-Yr. Event) per FEMA FIRM Map Panel No, 3720374900J, effective date 11103104 (NA VD 1988).
8, Wetlands are not shown and may not have been determined.
9. The property shown hereon IS a protected watershed (WS- IV -PA), per City ofRocky Mount Planning Department;.
10. Surveyor did not visibly see any cemeteries in any open areas unless noted otherwise.
11. Topographic data and existing improvements shown on the proposed subdivided parcel is per an actual field survey performed by Joyner Keeny,
PLLC on November 17, 2011 & December 15, 2011. Horizontal Datum is NAD 83 (2007) NC State Plane Coordinates, Vertical Datum is
NAVD 88. The initial coordinates for this project were produced from NCGS VRS RTK GPS Observations (Class~ l em Horizontal & 2 em
Vertical) utilizing one (1) Trimble R8 Dual Frequency Receiver.
12. JoynerKceny, PLLC, can only locate utilities that are above ground at the time of field survey. Underground lines,ahown hereon are
approximate or as reported by various responsible parties. Location of Underground Utilities are APPROXIMATE znd must be field verified.
Surveyor does NOT guarantee that any underground structures such as utilities, tanks and pipes are located hereon.
13. The contractor is responsible for calling the NC One Call Center at 811 to locate existing utilities prior to beginnir? work.
14. The Contractor /Owner shalt be responsible for verifying all minimum building setback requirements with the Builc•ng Inspections Department
prior to construction.
15. The Contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT or City ofRocky M ?;.nt Right-of-Way, All
methods shall conform with the Manual on Uniform Traffic Control Devices (MUTCD) and/or NCDOT standards .14 specifications.
16. All required improvements shall conform to the City ofRocky Mount's Land Development Code and Manual ofS-.ciiications & Details, latest
edition.
17. This plan is valid for two (2) years from the date of approval.
18. All signs shown on this plan shall conform to Tables 7-6 & 7 -7 of the City ofRocky Mount's Land Development C;de,
19. The City ofRocky Mount will not issue a Certificate of Occupancy for this project until the Owner/Developer/CoY:t-_ractor provides:
1. Landscape maintenance bond
2. Final approval from NCDENR Public Water Supply for the public 6" water main extension
3. Record drawings for the 6" water main extension
4. Record drawings for the Stormwater Management System
5. Signed and notarized operation and maintenance agreement for the Stormwater Management System
6. Recording fees for the Stormwater Operation and Maintenance Agreement
7, Engineer's Certification for the Stormwater Management System
20. Water and sewer fees are due on this site prior to setting of water meter. Please contact Elaine Pate at 252.972.1126 for fee information.
21. Contractor to provide shop drawings to City Engineering Department for tapping sleeve and valve prior to beginnLg construction.
22. All pavement markings on public streets to be thermoplastic and installed in accordance with NCDOT standards. R'.'e-marking must be approved
by the City Traffic Engineer prior to installing thermoplastic markings.
23. NCDOT driveway permit is required for U.S. Highway 301 Bypass.
24. City ofRocky Mount driveway permit is required for Harbour West Drive,
25, The disturbed area for this project is greater than 0.5 acres. Therefore, stormwater detention and nutrient management arc required.
a. Detention for this project is accomplished utilizing a Wet Detention BMP.
b. Nutrient management for this project is accomplished utilizing a combination of a Wet Detention BMP, off-sitc- conservation easement, and
in -lieu fee payment.
26. The disturbed area for this project is greater than 1.0 acre. Therefore, a formal sedimentation and erosion control:: an and permit is required
prior to any grading or construction on the site.
27. Copies ofall permits and approved plans must be kept on -site in a permit box that is conspicuously located and ea:; ,'y accessible during
construction. This includes approved construction plans, encroachment agreements and driveway permits.
28. Contractor/Developer shall contact the City ofRocky Mount, Construction Inspector Bill Pridgen at 252.343.3156 ,;no week prior to beginning
construction.
29. Con tractor /Owner/Developershall contact the City ofRocky Mount, Public Utilities at 252.4 6Z 4808 to coordinate xhe installation of electric
services and 252.467.482 7 to coordinate the installation ofnatural gas services.
30. The electric customer shall own and be responsible for the installation of electric service to thepoint ofdelivery ici.ntified by the City ofRocky
Mount, Public Utilities.
31. Developer /Owner is responsible for all costs related to the relocation ofany existing utilities.
32. For underground utilities, the Developer /Owner is responsible for all costs of boring, conduit, pavement patching &.- landscaping replacement.
33. The property owner shall provide an executed Right -of -Way easement prior to the installation ofgas or electric utr' ties,
34, Required parking = (1 space/200st)(8,320 st) = 42 Spaces & 1 Loading Bay
Provided parking = 42 Spaces (Inc. 3 HC Spaces) & 1 Loading Bay
CURVE TABLE
CURVE RADIUS CURVE LENGTH CHORD BEARING CHORD LENGTH
C 1 275.00 137.23 N73'09' 14 "W 135.81
C2 275.00..... _ -77.39 ._ .. _ N50'4745' .- 77.13
/ ST r OP BANK
D BPROP. CONSERVATION
- ... ESMT FOR THE BENEFIT To
:- :..
BUFFER PER
FEATURE IS SUBJECT
OF LOT�`l �- � - NCDENR- DWQSDET. LTR, �,,,,,�•- rx��"�'�,
r v� 0.10$ AC / DATED CO
ion /tz_E. ..a :x.<..
1111 '
- W PROP. 50' TAR -PAM
V ^ BUFFER MEASURED
FROM TOP OF BANK /. L
{-YP
EXIST. GRAVEL
p s REMOVE CONC. /C &G
EXIST, GRAVEL izi DRIVE
-•1111 -..., -__. -
�l
;.....r. o N
IP . -'�•
AS NECESSARY
TO
ELo PROP. PARKING U iS T FLQQD WA Y RELOCATE
DRIVEWAY L rnE U W NEX ST. DRIVE UP T0, ,
-
EXIST. HOPE - ... AS STATION 8
TO BE REMOVED ^ 2 pQ L`
1111. _- -
-.: _
_..< o,
_
L 1
l 1I
EXIST. GRAVEL
PARKING
PROP. PRIVATE
ACCESS ESMT.
(HATCHED AREA)
EXIST, SiGN
TO BE REMOVED
1111 __ 1111._ 1111 �. 1111_
- %PF(BE7.1111171-� EXiS1 PROPERTY UNE
6 10'x70' SIGHT
DIST. ESMT.
OP.
SITE BENCHMARK - JK POINT #2 RBG " . 200'
PROP EP
NC GRiD NAD 83 (2007) (RIGHT TURN
�1`' n
NAVD 88 EXIST. FP : „ - r,AP, E,
_.
_. 1111. __. 1111 111-1 � __,. ,. -_,
N: 798,847.911 ,,111,1. .
E: 2,346,518.823
-. -
_.._ .. 1111 , EXIS ,
__ ..- 1111. 1111 _ ...
_ _ . .....•.. _....._ 111,1. 1111 _ _ .�u .._ , _ _ - -..-
_.
VT.
ELEV:= 99.77.' - E REPLACE EXIST.
FOR PROP_ _ NORTN...BOUND
COMBINED FACTOR= 0.9999XXXX
DRIVEWAY AS SHOWN LANES
� 356' TO SIGNALIZED INTERSECTION
1111 --
._...... N
r..... -__ 1111
PROP. WHITE SKIP !_1NE & 1111
_...._,.. _,•__ _ __. _,. - ___
SOLID LINE FOR TURN LANE _.• Y~ __
TAPER PER NCDOT STD.
DETAIL 1205.05 (SEE DETAIL
GRASS MEDIAN SHEET) +r
U.S. H o 301 BYPASS- ESLEYAN BLVD.
(200'
APPROX. LOCATION OF
SOUTH BOUND (PER FLOOD LiNE
LANES (PER NASH CO. GIS).
EXACT LOCATION SUBJECT
TO FIELD VERIFICATION
• _ � � _ _. � - _. 1111 1111.. _.. . .. 1111 1111__ .. -�__
G
r7 -
-`.,._.., -.--.
ti
u_1
x w.,
t
6 ,.
.- -�___. 1111 :•:
�. f
r i
,� / i NC GRID
NAD u3 (2007)
1111
30 0 30 60
- � / j[' 1111._- .__• -- y y, 3 rig. �� "r ��� Yri�° c r .. � a
r 1f//jj I
SCALE: 1" 341
ca M Co
Z
O
P
U
W
Q
E E
S 3
8 8 �
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CL a
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W W> -- 0 -- O Z to
,,, OYNER KEENY, PLLC
LANG? PLANNING $s' SURVEYING
1051 N. Winstead Avenue - P.O. Box 7533
Rocky Mount, North Carolina 27804
North Carolina Firm No P-0551
V. 252,977.3124
F: 252.985.6026
LINE TABLE
LINE
LENGTH
BEARING
Li
94.20 �
N32'31'21 T,
L2
1111. ...
176.59
1111. _.
SO1'47'12'W
C3
73.4.1
SO *47'12'W
L4
74.17
S01'¢7'12 "W
L5 i
57.98
S0226'12'W
L6 :.
117.83
S02'26' 12'W
L7
29.38
S87' 17'48 "E
._
L8
. _....... ,1111 .
186.82
1111. _........ .
S75'3754 "E
1111..
L9
115.21
._..,...._ 1111...
S14'22'06'W
L 10
114.79
N 1422'06'E
L 11
295.75
1,111
N04'29'31 "W
_.
L 12
_
212.45
_ 1111 _ 1111 _ 1111
N88' 12'48W
CURVE TABLE
CURVE RADIUS CURVE LENGTH CHORD BEARING CHORD LENGTH
C 1 275.00 137.23 N73'09' 14 "W 135.81
C2 275.00..... _ -77.39 ._ .. _ N50'4745' .- 77.13
/ ST r OP BANK
D BPROP. CONSERVATION
- ... ESMT FOR THE BENEFIT To
:- :..
BUFFER PER
FEATURE IS SUBJECT
OF LOT�`l �- � - NCDENR- DWQSDET. LTR, �,,,,,�•- rx��"�'�,
r v� 0.10$ AC / DATED CO
ion /tz_E. ..a :x.<..
1111 '
- W PROP. 50' TAR -PAM
V ^ BUFFER MEASURED
FROM TOP OF BANK /. L
{-YP
EXIST. GRAVEL
p s REMOVE CONC. /C &G
EXIST, GRAVEL izi DRIVE
-•1111 -..., -__. -
�l
;.....r. o N
IP . -'�•
AS NECESSARY
TO
ELo PROP. PARKING U iS T FLQQD WA Y RELOCATE
DRIVEWAY L rnE U W NEX ST. DRIVE UP T0, ,
-
EXIST. HOPE - ... AS STATION 8
TO BE REMOVED ^ 2 pQ L`
1111. _- -
-.: _
_..< o,
_
L 1
l 1I
EXIST. GRAVEL
PARKING
PROP. PRIVATE
ACCESS ESMT.
(HATCHED AREA)
EXIST, SiGN
TO BE REMOVED
1111 __ 1111._ 1111 �. 1111_
- %PF(BE7.1111171-� EXiS1 PROPERTY UNE
6 10'x70' SIGHT
DIST. ESMT.
OP.
SITE BENCHMARK - JK POINT #2 RBG " . 200'
PROP EP
NC GRiD NAD 83 (2007) (RIGHT TURN
�1`' n
NAVD 88 EXIST. FP : „ - r,AP, E,
_.
_. 1111. __. 1111 111-1 � __,. ,. -_,
N: 798,847.911 ,,111,1. .
E: 2,346,518.823
-. -
_.._ .. 1111 , EXIS ,
__ ..- 1111. 1111 _ ...
_ _ . .....•.. _....._ 111,1. 1111 _ _ .�u .._ , _ _ - -..-
_.
VT.
ELEV:= 99.77.' - E REPLACE EXIST.
FOR PROP_ _ NORTN...BOUND
COMBINED FACTOR= 0.9999XXXX
DRIVEWAY AS SHOWN LANES
� 356' TO SIGNALIZED INTERSECTION
1111 --
._...... N
r..... -__ 1111
PROP. WHITE SKIP !_1NE & 1111
_...._,.. _,•__ _ __. _,. - ___
SOLID LINE FOR TURN LANE _.• Y~ __
TAPER PER NCDOT STD.
DETAIL 1205.05 (SEE DETAIL
GRASS MEDIAN SHEET) +r
U.S. H o 301 BYPASS- ESLEYAN BLVD.
(200'
APPROX. LOCATION OF
SOUTH BOUND (PER FLOOD LiNE
LANES (PER NASH CO. GIS).
EXACT LOCATION SUBJECT
TO FIELD VERIFICATION
• _ � � _ _. � - _. 1111 1111.. _.. . .. 1111 1111__ .. -�__
G
r7 -
-`.,._.., -.--.
ti
u_1
x w.,
t
6 ,.
.- -�___. 1111 :•:
�. f
r i
,� / i NC GRID
NAD u3 (2007)
1111
30 0 30 60
- � / j[' 1111._- .__• -- y y, 3 rig. �� "r ��� Yri�° c r .. � a
r 1f//jj I
SCALE: 1" 341
ca M Co
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O
P
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W
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S 3
8 8 �
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CL a
'8 '8
a a
N C14
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W W> -- 0 -- O Z to
,,, OYNER KEENY, PLLC
LANG? PLANNING $s' SURVEYING
1051 N. Winstead Avenue - P.O. Box 7533
Rocky Mount, North Carolina 27804
North Carolina Firm No P-0551
V. 252,977.3124
F: 252.985.6026

4.1
0
F
N
OD
Mme''
Q
Table ':i.1, ga ti.i
xture
Table 6. 1 0c
Seeding mixture.
Tar e 6,10b s (,iond StabiEfYtfon Temporary Seeding 9pecias Tem
Tempera 2afe (Ib(aeraj Rate (IbJacre) Temporary Seeding
Sr3eSdplteaa me
.ix. lure
Rate (ibl
aare). . ,Sdn 9
Recommendatio »s r . Laa 10 Recommendations for Faii Rye (g rain ) 120
Stte Area Stabiht ition Stauiltration i i ine Recommendations for German millet 40
Winter and Earl Y S Spring Ad n ua ! ls ledeza ( Kobe in Desert tion Tine Fa_ me t rame Fxcc tions.
Skmmer
:Piedmont and.Goastal Plain, Seeding dates t e Ple o d ou al s s
A 7i�T inn dm nt en M nt n , a mall - stemmed Sudangrass spay be
OWNER: 1 V ER. Pentnetei dikes,
. Korean.ln Mountains b0 Mountains -Au ,15 - pea 15
g subsfl {oleo at a rata of 5016 /acro. 0 F
sales; ditches 7 days i�cnte tai P a d Dec, Coas lain . n Piedmont— Aug,15 r p c, 0 1 i�
and slopes
es - Seeding dates
Omlt annual lespadeza when duration of temporary, cover. is not to
- $oil amendments
High Quality extend beyond June.
_ _ : Mountains--=May:,16"- Aug „16
1009 N. Church Street I Follow sell tests or apply 2,000 lb/acre ground agricultural limestone Pledn orit --Ma 4 -Au . 5'
Water (IiQW) 7 days None
Seeding dat s and 1,000 Ib /acro 10- 10.-10 fertilizer. Coastal Plain —A r:15g Au : 15
Rocky Mount, NC 27804 Zodos I . g .. 8 _ p g .
Mountains =Above 2500 feet: Feb. 14a- May 16
If slopes are 10' or mulch 8atl amendments
V. 252.977.3345 t p , eelow;25oo fast, Fob. May 1 `
I m
A PP i it,000ib /acrestraw. Anchor sirawb tacking with asphalt, netting,
Fallow m of;soll tests or apply 2,000 b ag
acre grpund Slo es stee per less in length and are P lad o t—Ja n,1- May 1 . 7 days or a mulch anchoring tool. A disk with blades set nearly straight can be icultul ifinestonaad 7501b /acre 10 -1016 fatlzer. han 2: l; Coastal Plan-pe 14 .b than 3i not atee Te t
_ PIW4
used as a mulch anchoring tool
l4 day s ai'c aflowedt }
Soil amendments
Mulch
mafntenanco . A I �t,0001b /acrestraw ♦.Aneharstrawb tackin wtihas halt netting,
7-days for slopes Follow recommendatlons of soil tests or l .2 000 ib acre pf3 Y ... , . y 9 . p g,
.Slo c 3:1 r Y p app Y L ground' and re a hit e'da a ed rear Immediately, o d e
p s a Repair f r z m. g a Imm i y T p r ss with 60 of a mulch anciyoting fool, .A disk wiUt blades sof nearly sitatghf can ba,
14 days` greater than 50 feet agricultural limestone and,750 lb /acre 10- ..10 -10 fertllizor,
flatter - : lb/acre of nitrogen, In March. if It Is necessary to extent temporary used as a.riiukh attolloring tool. y
ni length cover be and June 16 overseed with 50 lb/acre Kobo Piedmont and
DEVELOPER. .- _ gtluieh : ;, , Y , , (
Coastal Plain or. Korean . Mountains les edeza In late February or Maintenance Iry
..None !� ptyq,0001b/ acrestraw ,.Anchorstrawbytackingwlthas asphalt, ) .(Mountains) P ry ,. ,
All other areas,,. p P
earl March. Refednize if growth Is not fully adequate. Reseed, refei f(Iize and mulch
1 INC. (cmipt for or a mulch anchoring foot. A disk with blades set nearly siralght can. be Y P%10 0
with slopes'llzttie 14 days used as a mulch anchoring tool: immeaisislyfollawing erosion or other damage, �•�•�
perimeters and g
than 4t l _ _ .... .........__.. _ _. _ . 1 hi
1825 Carolina Avenue _ ._ _ _ _..__
I'l W Zones} _. _ ... _. _.._.. _ ..... _.- ... .. - ., .. _.
Maintenance _ _ .. _ _
P, O. BOX 2147 "Extensions of time iiiay be approved bythe pennittint; authority ReWillize if growth is not fully adequate.. Reseed, fefertilize and mulch
Wied on wcailmr ar littler life- specific conditions that snake Compliance Immadiately following aroslon or other damage... .
Washington, SIC 27889
9 , a <a[?racticabtc:' (Section II,D(2)(b)}
V, 252.975.5855
Fe 252, 975.5811
PROP. TEMP. DIVERSION DITCH—TD#I o xy xz
(CoRM STD. DET. 3.15)
CONTRACTOR TO INSTALL TEMP. DITCHES -
TO CAPTURE AS MUCH DENUDED DRAINAGE :2
EROSION CONTROL NOTES AREAS AS POSSIBLE, ROLOCATiNG THEM AS
NECESSARY AS THE SiTE iS BROUGHT UP
1. Approval of this plan permits only those clearing and grading activities listed within this plan. This plan does not h dxnit the construction of any TO FINAL GRADE
impervious surface or structure. t wr7 ROP. SILT FENCE
(CoRM STD. DET. 3.3)
in the City ofRoc k3 Mount only. Additional approvals ( such as 901/4 wetlands , etc,) may be 2. Approval of this plan constitutes approval fro f
L, .J
r erred tier to authorization to begin clearing and grading. Copies of all additional approvals must be provided t, 1te Department of ,•
�I P g g � g P
receipt.
Engineering upon
04�i��`,.,�.. -_ e • m� • • • ®mom e s e ® • s • :�. e o �. .,. ,;•� 0•
3. A co of the approved Sedimentation & Erosion Control Plan must be kept on -site at all times in a permit box that fs conspicuously located
and costly accessible dieing construction. �, ,,. -.
• s !f;..�n_ :.- 'usa1 �,. •
4. The approved plan should be regarded as depicting the minimum requirements. Additional measures shall be put in place as needed to ensure ; -Y ___ s__--
PP P g 4 .,__ .... ., r }�- 98
that no sediment is released from the site. ,3 : ` , • ® g2
S. Erosion control measures shall be constructed prior to any cleating or grading activities beyond that necessary to m ail such measures. Approval ' �4
of constructed erosion control measures shall be obtained in writing from Engineering Department staffprior to sit_ .,tearing & grading. Contact i •
City of Rocky Mount Engineering Inspector Bill P rid g e n at 252.343.3156 to inspect erosion control measures priorto any grading activities. �� ` 10 2 I • •-' _ ; , � , ; o _�
6. City of Rocky Mount Engineering Department Personnel must be granted access upon reasonable request to any arJ aft areas ofthe subject site
for the inspection ofsedlmentation and erosion control adequacy,
i n these Tans must be codified and submitted to the ° I
7. If additional erosion and sedimentation controls are required to prevent offslte sedunentat o , p o 1p3 pI
Department of Engineering within five business days for approval and addition to their records.
0rO
in beyond the limits of disturbance shown on the approved plan is in violation of the City of Rocky Mot:.::; s Land Development Code
8. Anygrad g Y PP P tY _._ ._
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and the N.C. Sedimentation and PoUutron Control Act. Such violations ray resu l t in lines to the rop e r ty owne (s ). -
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9. The contractor and all sub contractors shall take all necessary precautions to ensure that paints, liquid wastes, demcstion materials, concrete and `i
L0 • _ {
with surface waters, wetlands or buffers. Failure do so will be considered a
sediment DO NOT enter streams or storm drams or have contact w y'
violation of the NPOES General Permit NCG010000 for Constriction Activities and may result in State or Federal .,vd or criminal penalties. r--- f — _ f t QA`T"�
Construction Sequence
1. Obtain a copy of the final approved plans & Land Disturbance Permit from City of Rocky Mount prior to commem. - ;ment of any land
disturbance activities. A copy of the approved plans and permit shall remain on -site at all times.
2. Schedule a preconstruction conference with owner, engineer & inspector to review plan requirements and sequenci -,g•
3. All Erosion Control Devices & Practices shall conform to the City of Rocky Mount's Land Development Code and ,fanual of Specifications
and Details, latest edition. See Detail Sheet for installation specifications.
4. Install erosion control measures per the approved plans. Clear & grub only those areas required for the installation of initial erosion control
measures, which include: Temporary Construction Entrance (0.17), Silt Fence ( #3.3), Temporary Diversion Ditches ( 0.15) & BMP#i. Seed
all these denuded areas immediately following completion.
5. The Wet Detention Basin shall serve as the sediment trap during erosion control phase ofproject. Skimmer shall be attached to outlet pipe
during erosion control phase of this project.
6. Call City of Rocky Mount inspector for on -site inspection and approval of installed erosion control measures.
7. Commence with site clearing & grubbing. Contractor shall diligently maintain erosion control devices as needed
S, Next, contractor shall install concrete headwall on the ends of the existing 54” RCP culvert located at the driveway offHarbour West Drive.
These headwalls will need to be in place prior to the placement of fill at this driveway location, in order to minimiz` impacts to the existing
50' Tar -Pam Buffer on the existing stream bed. The contractor shall take great caution to avoid impacts to the strm� :n at this location.
9. Rough grade site per approved grading plan.
10. Install remainder of proposed infrastructure per approved plans.
11. Stabilize site as areas are brought up to finished grade with vegetation, paving, etc, Upon completion ofconstructio and all areas are
adequately stabilized, call inspector for on -site inspection. Upon approval, remove temporary erosion control measures, grade Dry Detention
Basin to final design grades and seed or stabilize any remaining denuded areas. Now install rip rap apron per apprc ✓ed plans.
12. Once vegetation is established, call owner, engineer and inspector for final inspection and approval.
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PROP. SILT FENCE
(CoRM STD. DET. 3.3)
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LAND PLANNING & SURVEYING
1051 N♦ Winstead Avenue - P.O. Box 7533
Rocky Mount, North Carolina 27804
North Carolina Firm No. P -0551
V :252.977.3124
F. 252 985 6026

DEVELOPER:
STOCKS T 9
1825 Carolina Avenue
P.O. Box 2147 0 ,
Washington, NC 27889
V. 252.975.5855 PROP, 15" FES w/
F. 252.975.5811 CLASS 8 RIP . RAP
NOTES
1, Property Information
Tax Map Parcel ID Number: 3 7490 768 7958 (Proposed Portion of this Parcel)
Physical Address: 685 South Wesleyan Boulevard, Rocky Mount, NC 27804
Zoning: B -2 Commercial Corridor (City ofRocky Mount, per Nash County GIS)
Exist, Land Use: Vacant (on Proposed Subdivided Lot)
Proposed Land Use: Commercial (Retail) Building
Minimum Setback Requirements:
Front: 50'
Side: 20'
Rear: 20'
Min. Lot Width: N/A
Min, Lot Frontage: N/A
Min. Lot Size: N/A
Total Proposed Subdivided Lot Area =1.41 AC
Remaining Parcel Area =17.29 AC
2. Legal Reference: Being a portion of that property described in Deed Book 1709, Page 120 & Plat Book 31, Page 251, Stony Creek Township,
Nash County Registry.
3. This map does not depict encumbrances that are found during a thorough & complete Title Search,
4. Area computed by coordinate method. All distances are Chord distances, unless noted othenvise.
5. All Right -of -Ways are Public, unless noted otherwise.
6. Proposed lots shall have a 5' Drainage & Utility Easement (DUE) along the perimeter of each lot, unless noted otht :wise.
7 The property shown hereon DOES contain Special Flood Hazard Areas (SFHAs) subject to inundation by the 1 % 14nnuaI Chance Flood (i.e.
100 -Yr. Event) per FEMA FIRM Map Panel No. 3 7203 74900J, effective date 11103104 (NA VD 1988).
8. Wetlands are not shown and may not have been determined.
9. The property shown hereon IS a protected watershed (WS- IV -PA), per City ofRocky Mount Planning Departmen.
10. Surveyor did not visibly see any cemeteries in any open areas unless noted otherwise.
11. Topographic data and existing improvements shown on the proposed subdivided parcel is per an actual field survey; performed by Joyner Keeny,
PLLC on November I7, 2011 & December 15, 2011. Horizontal Datum is MAD 83 (2007) NC State Plane Coordsjates. Vertical Datum is
NA VD 88. The initial coordinates for this project were produced from NCGS VRS RTK GPS Observations (Class. I cm Horizontal & 2 cm
Vertical) utilizing one (1) Trimble R8 Dual Frequency Receiver.
12. Joyner Keeny, PLLC, can only locate utilities that are above ground at the time of field survey. Underground lines. "hown hereon are
approximate or as reported by various responsible parties. Location of Underground Utilities are APPROXIMATE and must be field verified.
Surveyor does NOT guarantee that any underground structures such as utilities, tanks and pipes are located hereon.
13. The contractor is responsible for calling the NC One Cali Center at 811 to locate existing utilities prior to beginning work.
14. The Contractor /Owner shall be responsible for verifying all minimum building setback requirements with the BuiP. ng Inspections Department
prior to construction.
1S. The Contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT or City ofRocky Mv� ;nt Right -of -Way. All
methods shall conform with the Manual on Uniform Traffic Control Devices (MUTCD) and/or NCDOT standards & specifications.
16. All required improvements shall conform to the City ofRocky Mount's Land Development Code and Manual of :reification & Details, latest
edition.
17. This plan is valid for two (2) years from the date ofapproval.
18. All signs shown on this plan shall conform to Tables 7 -6 & 7 -7 of the City ofRocky Mounts Land Development Cade.
19, The City ofRocky Mount will not issue a Certificate of Occupancy for this project until the Owner /Developer /Con,. :,actor provides:
1. Landscape maintenance bond
2. Final approval from NCDENR - Public Water Supply for the public 6" water main extension
3. Record drawings for the 6" water main extension
4. Record drawings for the Stormwater Management System
5. Signed and notarized operation and maintenance agreement for the Stormwater Management System
6. Recording fees for the Stormwater Operation and Maintenance Agreement
7. Engineer's Certification for the Stormwater Management System
20. Water and sewer fees are due on this site prior to setting of water meter. Please contact Elaine Pate at 252.972,1126 for fee information.
21. Contractor to provide shop drawings to City Engineering Department for tapping sleeve and valve prior to beginnzr , construction.
22. All pavement markings on public streets to be thermoplastic and installed in accordance with NCDOT standards.) re- marking must be approved
by the City Traffic Engineer prior to installing thermoplastic markings.
23. NCDOT driveway permit is required for U.S. Highway 301 Bypass.
24. City ofRocky Mount driveway permit is required for Harbour West Drive.
25. The disturbed area for this project is greater than 0.5 acres. Therefore, sormwater detention and nutrient managein, nt are required.
a. Detention for this project is accomplished utilizing a Wet Detention BMP.
b. Nutrient management for this project is accomplished utilizing a combination ofa Wet Detention BMP, oli =sit,; conservation easement, and
in -lieu fee payment.
26. The disturbed area for this project is greater than 1.0 acre. Therefore, a formal sedimentation and erosion control r :'tan and permit is required
prior to any grading or construction on the site.
27. Copies ofall permits and approved plans must be kept on -site in a permit box that is conspicuously located and eas;ty accessible during
construction. This includes approved construction plans, encroachment agreements and driveway permits.
28. Contractor/Developer shall contact the City ofRocky Mount, Construction Inspector Bill Pridgen at 252.343.3156: one week prior to beginning
construction.
29. ContractorlOwner/Developer shall contact the City ofRocky Mount, Public Utilities at 252.467.4808 to coordinate: the installation of electric
services and 252.467.4827 to coordinate the installation ofnatural gas services.
30. The electric customer shall own and be responsible for the installation of electric service to the point of delivery is zotified by the City ofRocky
Mount, Public Utilities.
31. DeveloperlOwner is responsible for all costs related to the relocation of any existing utilities.
32. For underground utilities, the Developer/Owner is responsible for all costs of boring, conduit, pavement patching 4. landscaping replacement.
33. Tic property owner shall provide an executed Right -of -Way casement prior to the installation ofgas or electric utf sies, ) I
34. Required parking (1 spaeel200s1)(8,320 si) =42 Spaces & 1 Loading Bay -
Provided parking = 42 Spaces (Inc. 3 HC Spaces) & I Loading Bay
fX1ST. WATER,
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PROP. CONC. HEAD WALL
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PROP. CONC. HW A SHOWN.
PROP. DEVELOPMENT LESSENS t
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SCALE: V= « 20'
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