20141098 Ver 1_More Info Received_20141020

I0J
FrMETT
ENGINEERING & SURVEYING, PC
1906 Nash Street North Wilson, NC 27893 -1726
Phone [phone] Fax [phone]
Wwtiv bartlett us corn
October 17, 2014
PCN Application -401 Certification
NCDWQ, WBSCP Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Reference: Family Dollar - Wendell — Revised PCN Application -WAKE CO.
To Whom It May Concern:
We are submitting a revised PCN application (NWP 39 and GC 3890) for Family Dollar - Wendell
project to impact 0.1 acres of wetlands with mitigation and 148 LF of intermittent stream (no
buffer). Included is the revised PCN application, mitigation credit letter from EBX and revised
set of plans. The revised PCN application has also been sent to David Schaeffer with the US
Army Corps of Engineers.
Should you have any questions or require additional information, please do not hesitate to call
our office.
Respectfully,
Jo athan Meade
nvironmental Specialist
Enclosures
P \— PROJECT FB ES \Family Dollar - Wendell \W etlands- Cotps\PCN- Submittal\NCDWR REV submittalletter doc
RECEIVED
OCT 20 2014
DENR -LAND QUALITY
STORMWATER PERMITTING

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Office Use Only
Corps action ID no
DWQ protect no
Form Version 14 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la Type(s) of approval sought from the Corps:
❑x Section 404 Permit ❑ Section 10 Permit
1b Specify Nationwide Permit (NWP) number 39 or General Permit (GP) number 3890
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)
❑x 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification
❑ Yes ❑X No
For the record only,for Corps Permit
❑ Yes x❑ No
If 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
❑ Yes ❑ No
1g. Is the project located in any of NC's twenty coastal counties If yes, answer 1h
below.
El Yes ❑ No
1h Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a Name of project
Family Dollar, (Wendell)
2b County-
Wake
2c. Nearest municipality / town
Wendell
2d. Subdivision name.
NA
2e NCDOT only, T LP or state project no-
3. Owner Information RECEIVED
3a Name(s) on Recorded Deed-
n. r3,
Amos Dean Miles, Jr and Matthew Walton Lloyd OCT
3b Deed Book and Page No.
2
DB 12657 pg 1153 v t i
3c Responsible Party (for LLC if
applicable):
DENR -LAND QUALITY
ST0[RU0/ATPR Gc,n +,Y
3d. Street address
P.O Box 1014
3e City, state, zip.
Wendell, 27591 -1014
3f. Telephone no.:
3g Fax no:
3h. Email address.
Page 1 of 10
PCN Form — Version 14 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is.
❑ Agent ❑x Other, specify: Future Owner- Purchase agreement attatched
4b. Name,
Barnes Boykin
4c. Business name
(if applicable),
Eastern Pride, Inc
4d Street address.
2405 West Nash St, Suite F
4e. City, state, zip.
Wilson, NC 27896
4f Telephone no.:
252 - 230 -0632
4g. Fax no.:
4h. Email address,
barnesboykin @yahoo.com
5. Agent/Consultant Information (if applicable)
5a. Name,
Jon Meade
5b. Business name
(if applicable):
Bartlett Engineering and Surveying, P.0
5c. Street address.
1906 Nash St. NW.
5d City, state, zip-
Wilson, NC 27893 27896
5e. Telephone no.:
252- 399 -0704 ext 226
5f. Fax no.:
252 - 399 -0804
5g. Email address,
jon @bartletteng com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID)-
1784430699
1b. Site coordinates (in decimal degrees):
I Latitude 35 791925 Longitude: -78 378709
1c Property size.
2.76 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project
UT to Buffalo Creek
2b Water Quality Classification of nearest receiving water.
B; NSW 927- 57- 16 -(2)
2c. River basin
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is currently wooded with a frontage road stormwater discharge pipe that enters the property as a ditch, becomes a non - buffered intermittent
stream, and flows to a buffered strearnMetiand area at the rear of the property The streamhvetland area at the rear of the property used to be
mapped as a pond area but has since been drained (dam was busted)
3b. List the total estimated acreage of all existing wetlands on the property: 0 , 3 o cd es
3c. List the total estimated linear feet of all existing streams (Intermittent and perennial) on the property: AO 3
3d Explain the purpose of the proposed project:
The future owner wishes to construct a commercial retail store (Family Dollar Store)
3e. Describe the overall project in detail, including the type of equipment to be used*
Thg site will need to be fille approximately 10R to match syrrounding property eJevajtogs Tj�e stormwater from the discharge pipe from Wendell
will � 0 , f� `�SPC� 1 �l�tt� �I1t� j��� `croc`T cttlt'A r 1� We1 -cfd Mgt ft'�k �ns rat {tlltt� he u1AOP 4, J-✓•c)g7'wc +
11 1
4. Jurisdictional D terminations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments.
4b If the Corps made the jurisdictional determination, what type
of determination was made?
0 Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): David Schaeffer (USACE)
Agency /Consultant Company
Other:
4d. if yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
NCDENR buffer determination (7129/14) USACE delineation 8/28/14
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
(] Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a Is this a phased project?
[9 Yes ❑ No
6b. If yes, explain.
Lot 5 will be developed with grading and stormwater control structures located on Lot 4 A complete stormwater plan (with future development
allocated on Lot 4) and erosion control plans to be approved by Wake County. No future environmental Impacts planned with later development
Page 3 of 10
PCN Form -- Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
0 Wetlands ❑X Streams —tributaries ❑ Buffers ❑ 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 (um) P
Fill
Bottomiand Hardwood Forest
Yes
Corps
01
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0 1
2h Comments: S , I
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 P
Culvert
UT
INT
Corps
1
141
S2 T
Wall Construction in
UT
INT
Corps
1
7
S3 -
Choose one
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6
Choose one
-
-
3h Total stream and tributary impacts
148
3i. Comments- t. fact of ( 4 Lf v� rxd-A - � t4 lc eeed� �14ert<! ffen+ 5m,
41 L F rrlPCI JS A $ld LF fe lydevo rWl AJ't' %v' tall{i i
Page 4 of 10
PCN Form —Version 1.4 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 individually list all open water impacts below.
4a
Open water
impact number
Permanent (P) or
4b
Name of waerbody
(if applicable)
4c
Type of impact
4d,
Waterbody
type
4e.
Area of impact (acres)
—Temporary
01 -
Choose one
Choose
O2 -
Choose one
Choose
O3 -
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:
5i. Expected pond surface area (acres):
5j. 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 y ou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse [❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other.
6b.
Buffer Impact
number –
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
B2
Yes/No
B3 -
Yes/No
B4
Yes/No
B5 -
Yes/No
B6
Yes/No
6h Total Buffer Impacts:
6i Comments:
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing protect
The Property would be undevelopable for a commercial retail footprint due to location of intermittent stream and wetlands in the center of Lot 5 The
stormwater control structure for both lots will be located solely on Lot 4 thereby eliminating further impact No impacts are proposed for the buffered
stream and wetlands located at the rear of the property
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
An approved erosion control plan will be approved by Wake County prior to any land disturbance
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a
Does the protect require Compensatory Mitigation for
Impacts to Waters of the U S or Waters of the State?
X❑ Yes ❑ No
2b
If yes, mitigation is required by (check all that apply)
❑X DWQ ❑X Corps
2c
If yes, which mitigation option will be used for this
protects
❑X Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a
Name of Mitigation Bank EBX (Attn Matt Fisher)
3b Credits Purchased (attach receipt and letter)
Type Riparian wetland
Type Choose one
Type Choose one
Quantity 0 1 acre
Quantity
Quantity
3c Comments Credits are available and will be purchased upon PCN approval of impacts.
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 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by i3W4
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required.
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Stormwater from all impervious surfaces will be directed to a wet - detention basin designed for 90% TSS
/ buffered
❑ Yes X❑ No
removal and discharged to a scour hole located outside existing wetlands area
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
49%
2b. Does this project require a Stormwater Management Plan?
Yes ❑ No
2c. If this project 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-
Stormwater from all impervious surfaces will be directed to a vret- detention basin designed for 90% TSS removal and discharged to a scour hole
located outside existing wetlands in consultation with Wake County, rain barrels and bioretention area will Incorporated into the proposed site
2e Who will be responsible for the review of the Stormwater Management Plan?
Wake County
3. Certified Local Government Stormwater Review
3a, in which local govemmenfs jurisdiction is this project?
Town of Wendell
❑ Phase II
❑ NSW
3b. Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
E9 Other: Town of Wendell ordilir
3c. Has the approved Stormwater Management Plan with proof of approval been
❑Yes p No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply).
❑Session Law 2006 -246
❑Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes Q No
attached?
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 1.4 January 2009
Le

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
P9 No
use of public (federal/state) land?
lb 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)'>
1c 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
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b Is this an after - the -fact permit application?
❑Yes
[]X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
0 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 description
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.
Mumciparwastewater system
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
habitat?
Yes QX No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts.
Yes ❑ No
5c If yes, indicate the USFWS Field Office you have contacted
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? fielct &-k- ijvct' AM- I SF w5 6101v 0101 ' a t Gnwa,,' I' cm On011e '4Y67%,i ,
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
00 oef% W6, v,- pei'le tatial
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
[� Yes [] No
7b. What data sources did you u e to determine whether your site would impact historic or archeological resources?
J�J,G, fatp� of Cu�`�urv( I`tticc5 JrtltyP My
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes QX No
8b. If yes, explain how project meets FEMA requirements.
8c What source(s) did you use to make the floodplain determination?
Fema Firm map 3720178400J
66, 0 490
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature Is valid only if an authorization
letter from the applicant is provided
Page 10 of 10

Cedar Grove Stream Mitigation Bank Site
Neu -Con Umbrella Wetland Mitigation and Stream Restoration Bank
Statement of Availability October 15, 2014
NC Division of Water Quality U.S. Army Corps of Engineers
Ms Katie Merritt Mr. Eric Alsmeyer
401 Oversight /Express Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Re Project: Family Dollar - Wendell
Regulator Project Manager
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
This document confirms that Eastern Pride, Inc. (Applicant) has expressed an interest to utilize
0.1 Riparian /Riverine Wetland Mitigation Credits from EBX Sponsored Neu -Con Wetland and
Stream Mitigation Bank (Cox II Site) located in the Neuse HUC 03020201. As the Bank Sponsor
for the site, EBX attests to the fact that mitigation is available for transfer upon permit issuance
at this time.
Banker will notify applicant if the 0.1 Riparian /Riverine Wetland Mitigation Credits become
considered "At Risk" of not being available prior to permit issuance. Credits are not considered
secured until payment in full is received from the applicant resulting in the issuance of a and
Affidavit of Sale by the bank acknowledging that the applicant has fully secured credits from the
bank and the Banker has accepted full responsibility for the mitigation obligation requiring the
credits /units.
The Banker will issue the Affidavit of Sale within three (3) days of receipt of the Purchase Price.
Banker shall provide to Applicant with a copy of the Affidavit of Sale and a documented copy of
the debit of credits from the Bank Official Credit Ledger(s) showing the permit number and the
resource type secured by the applicant. A copy of the Affidavit of Sale, with an updated Official
Credit Ledger will also be sent to regulatory agencies showing the proper documentation.
If any questions need to be answered, please contact me at 239 - 872 -1678
Best Regards,,
I La P yk_
Matthew R. Fisher
EBX
909 Capability Drive Suite 3100 Raleigh, NC 27606

20 2014
Q i IT
MiNR-LAND I AL N
,TC,)- WAOER 11
Vil
EAS'llaERN INC.
�. INA SUIT� F
240 b W 7
000% doh,
Wi'LSON, N%...o 27or'96
WI-1
WI-2
SHEET INDEX
1I- Mhdlmk rl :tell
r • a
2014
WETLAND AND STREAM
(EXISTING C
WETLAND AND STREAM
WITH SITE OVERLAY
SEAL
20106
"oil 1141
MPACTS
MPACTS
LOCATION MAP
NO SCALE
I m

1',,I Q I E S
REAS COMPUTED BY COORDINATE CAL CULATIONS
ALL DISTANCES SHOWN ARE HORIZONTAL
NO CRIE t,10NUIMENT FOUND WITHIN 2000' OF THIS PROPERTY
ALL ARE PUBLIC UNLESS NO-ED OTHERWISE
F PROPERTY.
1\10 VvETLf�NDS HA\1E BEEN DELINEATED ON THIS PF
THIS PIROPZRT'i IS NOT LOCATED IN A PROTECTED WATERSHED DISTRICT
Ti -115 PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA
i\jO CEMETERIES VISIBLE ON THIS PROPERTY
UTILIIIES SHOWN ON INESI-ERN SIDE OF WARD BLVD WERE NOT FIELD
WILSON CIS FORtvIATION.
LOCATED BUT FROM CITY Of-
N
\/RS TIE
L LEARiNGS, DIST,,NCES, AND COORDINATES SHOWN HEREON ARE
LOCr,1-117ED (GROUND) NAD 83 (2001 ADJUSTMENT) HORIZONTAL
INFOR[vIATION (UNLESS NOTED OTHERWISE), BASED UPON THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM, WITH NAVD 88
ELE',/ATIONS. THE N.C. STATE PLANE COORDINATES FOR CONTROL
P0Ij%ITS 1, ll !\,ID 2 SHOWN HEREON WERE ESTABLISHED UTILIZING
GLOBAL POSITIONING SYSTEtvIS (CPS) IN CONJUNCTION WITH THE
vORTH CAIRO-INA. GEODETIC SURVEY'S VIRTUAL REFERENCE SYSTEM
(`,/RS), V''/HICH IS BASED UPON THE CONTINUALLY OPERATING
i ZEFEREIXE STATiC)NS (COBS) THE VRS SURVEY TIE WAS
7,FERFORivIED ON FEB,RUARY 18 2014. ALL iMEASUREMENTS SHOWN
H E RLON ARE REPORTED IN U.S. SURVEY FEET UNLESS NOTED
01 T 1 -1 E R"Al I Q E
LEGEND
®
NEW IRON PIPE
L
D
EXISTING
R/W MONUMENT
C
EXISTING
IRON PIPE
[ J
EXISTING
IRON REBAR
L,
EXISTING
NCGS MONUMENT
ACRES)
EXISTING
POWER POLE
SXA—STREAM
EXISTING
POWER POLE
(D
EXISTING
:MANHOLE
0
-EXISTING
CLEAN OUT
EXISTING
CLEAN OUT
EXISTING
I -iYDRANT
fj
EXISTING
DROP INLET
EXISTING
CATCH BASIN
0
EXISTING
CATCH BASIN
EXISTING
SIGN
EB 0
EXISTING
ELECTRIC BOX
EXISTING
STORM DRAIN
EXISTING
WATER
EXISTING
SEWER
OHE— EXISTING OVERHEAD ELECTRIC
3u
I - - --- — i
GRAPHIC SCALE
15 30 60
;, IN KEET
i inch =\,\:30
120
N/F
GOLDEN ARCH LIMITED EX. DI
PARTNERSHIP I TOP: 321,78 A
D8 6678 PG 211 INV: 318.63'
LOT 6
BM 1984 PG 107
PIN: 9312757
EX BRICK ;0
DUMPSTER WALL Ex.
TOP: 32:1.54'
INV. 318.34'
WXA 0.10 ACRE IMPACTS
x
f
W v
mo m
l I I I I
1 0 < NCGS MON. "REDUCE"
.3"', — — — — — — — N: 744476.48
20 E: 2183849,97
-:-7
ADJ.)
NC GRID NAD 83 (2001
NAVD 1988
C)'-
_N 31226' 3+5
LOT 5
EX, 15' RCP
W.
EX.CB
V. TOP; 321
INV: 317.
EX, C8
54'
V.
SXA 148 LF IMPACTS EX.
4, kA—WETLANDS 2540- �C P TOP: 320,89'
EX.HEADWAH INV: 318.34'
(3 W. INV: 314'.2
0 /0 6(9- 10 ACRES)
Ill 7,-X�
E
T
• ®� CO w w w w w w w \ I' \ '"� � \ -, ° ° � v. w / w w w i � \ I I I { 1 � (
m
50' t4EUSE Rl4ER z I- EX." MH
BUFFER C) ;;9
V. TOP:321.Zl*
(50� FROM TOP
OF B 4w IN: 316.35'
ANK) #,
OUT: 314.35'
W 1. —06'T
'001' - . I I , I— ---
o�k, V, V.
x
C3
7�' d'�
A
0 ;u
A
EX. DI
TOP: 321.76'
INV. .318-31' rn ?<
J 11
W
r
j -tAl
-77-
,,IB—WETLANDS '00
0 <
0
.23 ACES)
S611-26�03-"W
SxB & WX B
q� lz)P�
NO IMPACTS
9 END SXA
STREAM FEATURE t
1 0,
IMPACTS (148 LF) to 0
i L0
i Lf
NF
THOr,^AS / E, DIXON V LOT 4
LORRAINE H. DIXON CONTROL PNT #6
DID 7316 PG 622 1 (N EX. CB SITE Bt
PIN: 91 46293 TOP REBAR)
b :323.53' (IRON
N: 743675.45
INV: 319,43'
0
E: 2184382. 46
ELV: 323.59
NC GRID NAD 83 (2001 ADJ)
NAVD 1988
OD
C14
z
-4
U)
S
S
EX. MH EX, H
-TOP
TOP: 310.85, EX, 20' SEWER EASEM�'.ENT &1.95- S
299.94'
INV, f
INV:299,16' (BM 2005 PG 751) S S -
\S S ---------
rn
S S S
S
SI51--26'03'X'W-40p'
�O 0'
N/F
BIG 6 ENTERPRISES LLC el
DB 8445PG2362
LOT
BM 1984 PG 104
EX, BUILDING
PIN: 9186995 (CAR WASH) It
BAR I'LETT
SEAL ENGINEERING & SURVEYING, PC
20106
1906 NASH STREET NOR' TELE: [phone]
<1
WILSON, N.C. 27893-17225 FAX: [phone]
S. B o License No. C-1551 www.bartlett.us.com
t`,'
Oct 15, 2014 10:20AM EST
-F
DATE: OCTOBER 2014
SCALE(HORZ):
I : 30
SCALE(VERT):
REVISIONS:
t
� 2329
---
�30 \--�—t!—AN-OR LN
DEA — -- — ----------
U)
SITE
Ci
d\IDUSTRIAL DR
LOCATION MAP
NO SCALE
NO BUFFER IMPACTS
WETLAND AND STREAM IMPACT
SITE DATA:
LOT AREA:
=ONE:
ONE:
PROPERTY ADDRESS
FUTURE OWNER:
(UNDER CONTRACT)
CURRENT OWNER:
PIN No.:
REFERENCE:
SITE NOTES:
SXB—STREAM FEATURE
(164 LF-50' BUFFER)
IMPACTS
0.10 ACRES
NO IMPACTS
IMPACTS
(148 LF TOTAL)
141 LF PERMANENT
7 LF TEMPORARY
NO IMPACTS
LOT 5=1.38 ACRES
LOT 4=1.38 ACRES
CMX (GENERAL COMMERCIAL)
2920 AND 2930 WENDELL BLVD
EASTERN PRIDE, INC.
2405 NASH ST-SUITE F
WILSON, NC 27896
MILES AMOS DEAN, JR,
LLOYD MATTHEWS WALTON
PO OX 1014
WENDELL, NC 27591
LOT 5: 1784-43-0699
LOT 4: 1784-43-1566
DEED BOOK 12657 PAGE 1153
BUFFER DETERMINATION WAS PERFORMED BY NCDENR
DWR (CHENG ZHANG) ON 7/29/2014.
USACOIE (DAVID SHAEFFER) PERFORMED WETLAND
DELINEATION AND STREAM DETERMINATION ON
8/28/2014.
SITE WAS SURVEYED BY BARTLETT ENGINEERING AND
SURVEYING, P.C. 9/23-9/25 2014.
A SEDIMENTATION AND EROSION CONTROL PLAI`J A1\1D
STORMWATER PLAN IS REQUIRED FOR THIS PROJECT AND
WILL BE REVIEWED AND APPROVED BY WAKE COUNT)/
(THE TOWN OF WENDELL'S STORMWATER ADMINISTRATOR)
1 \
THE PROPERTY IS CURRENTLY UNDER CONTRACT (SEE
ATTACHED PURCHASE AGREEMENT) AND ALL PERMITS
SHOULD BE ISSUED TO THE FUTURE OWNER "EASTERN
PRIDE, INC,)
PROJECT: 14-085.
CLIENT CODE: STOTAY
CADFILE: 14085SP2-WL3
FIELD BOOK: 324
DRAWN BY: JIM
SURVEY BY: TRB, D8
TOWN OF WENDELL
NORTH CAROLINA
PIN # 1784-43-0699
WAKE COUNTY
ZONE: CM
SHEET WLI
WXA—WETLANDS
(0.10
ACRES)
WXB—WETLANDS
(0.23
ACRES)
SXA—STREAM
FEATURE
(234
LF—NO BUFFER)
SITE DATA:
LOT AREA:
=ONE:
ONE:
PROPERTY ADDRESS
FUTURE OWNER:
(UNDER CONTRACT)
CURRENT OWNER:
PIN No.:
REFERENCE:
SITE NOTES:
SXB—STREAM FEATURE
(164 LF-50' BUFFER)
IMPACTS
0.10 ACRES
NO IMPACTS
IMPACTS
(148 LF TOTAL)
141 LF PERMANENT
7 LF TEMPORARY
NO IMPACTS
LOT 5=1.38 ACRES
LOT 4=1.38 ACRES
CMX (GENERAL COMMERCIAL)
2920 AND 2930 WENDELL BLVD
EASTERN PRIDE, INC.
2405 NASH ST-SUITE F
WILSON, NC 27896
MILES AMOS DEAN, JR,
LLOYD MATTHEWS WALTON
PO OX 1014
WENDELL, NC 27591
LOT 5: 1784-43-0699
LOT 4: 1784-43-1566
DEED BOOK 12657 PAGE 1153
BUFFER DETERMINATION WAS PERFORMED BY NCDENR
DWR (CHENG ZHANG) ON 7/29/2014.
USACOIE (DAVID SHAEFFER) PERFORMED WETLAND
DELINEATION AND STREAM DETERMINATION ON
8/28/2014.
SITE WAS SURVEYED BY BARTLETT ENGINEERING AND
SURVEYING, P.C. 9/23-9/25 2014.
A SEDIMENTATION AND EROSION CONTROL PLAI`J A1\1D
STORMWATER PLAN IS REQUIRED FOR THIS PROJECT AND
WILL BE REVIEWED AND APPROVED BY WAKE COUNT)/
(THE TOWN OF WENDELL'S STORMWATER ADMINISTRATOR)
1 \
THE PROPERTY IS CURRENTLY UNDER CONTRACT (SEE
ATTACHED PURCHASE AGREEMENT) AND ALL PERMITS
SHOULD BE ISSUED TO THE FUTURE OWNER "EASTERN
PRIDE, INC,)
PROJECT: 14-085.
CLIENT CODE: STOTAY
CADFILE: 14085SP2-WL3
FIELD BOOK: 324
DRAWN BY: JIM
SURVEY BY: TRB, D8
TOWN OF WENDELL
NORTH CAROLINA
PIN # 1784-43-0699
WAKE COUNTY
ZONE: CM
SHEET WLI

GRAPHIC SCALE
0 15 30 610 ,
( IN FEET
1 inch = 30
�Y
Ail" Y/
50' NEUSE RIVER
BUFFER
(50' FROM TOP
OF BANK)
Q�
C
r
N/F
THOMAS E. DIX01',i1
LORRAINE H. DIXON
D8 7316 PG 6212
PIN:9146293
120
EX. BRICK
DUMPSTER WALL
BARTLETT
SEAL ENGINEERING & SURVEYING, PC
20106 1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893-1726 FAX: [phone]
I ic,.Pn-,p No. C-1551 www.bartlett.us.com
C,- ;DD'\—L/,NDPR(DJE(.I-S\SI'O,'A'i'\14085\(JwLj\14085SP2—�'iL3.dvig, Oct 15, 2014 10,20AM EST
N/F
GOLDEN ARCIP11 LIMITED
PARTNERSHIP
D8 6678 711C 211
LOT b
BM 1984 rrG 107
PIN: 9312;757
Z,
N/F
BIG B ENTERPRISES LLC
DB 8445 PG 2362
LOT 3
BM 1984 PG 104
PIN: 9186995
WETLAND AND STREAIV
NrPACTS WITH SITE
04 AM
E III ,r
Eil II
VK
EX. DI
TOP: 321,78'
INV: 318.63' ml
EX.
TOP: 321.54'
INV: 318.34' m
7, (1 NCGS MON. "REDUCE"
I
z
0 1 N: 744476.48
#F 50 E: 2183849.97
15' R/W IV j , NO GRID NAD 83 (2001 ADJ,)
DEDId;kTION
0 NAVD 1986
\ ,��� ` �` .l 1f f I 11 It 'I' �
T
r
IN 1w
EX, 15 RCP
EX. Ca
TOP: 321.89
INV: 317.54' 1 EX
so j P; 320
? J14 I EX. 24" RCP 11 TO* CB
.89'
'z
EX. BUILDING
(CAR WASH)
II
1 17
all
-14
SITE DATA:
LOT AREA:
ZONE:
PROPERTY ADDRESS
FUTURE OWNER:
(UNDER CONTRACT)
CL)RRENT OWNER
PIN NO.:
12=��
I INV.318.34'
I iI -4
EX. MH
TOP: 321.21
T.. 14.35,
C-
EX. 01 1
1 _(Z
TOP: 321.78' ".] (Z
INV: 318.31�" i ,
01 �u 0_j 44
?< Ii I
CONTROL PNT #6
CE EX. CB SITE TBM
TOP: 323.53 (IRON REBAR)
INV: 319.43' N: 743675.45
:5 E: 2184382.48
ELV: 323,59'
NO NAVD GRID 1988 NAD 83 (2001 ADJ.)
EX. MH
TOP: 324.54'
INV: 301.12'
s
_<s
II
I­ -him MR
2.329
LOT 5=1.38 ACRES
LOT 4=1,38 ACRES
CMX (GENERAL COMMERCIAL)
2920 AND 2930 WENDELL BLVD
EASTERN PRIDE, INC.
2405 NASH ST-SUITE F
WILSON, NC 27896
MILES AMOS DEAN, JR. &
LLOYD MATTHEVVS WALTON
PO OX 1014
WENDELL, NC 27591
LOT 5: 11784-43-0699
LOT 4: 1784-4� -1566
DEED BOOK 12657 PAGE 1153
I NID US T R I A L DR
LOCATION MAP
NO SCALE
NO BUFFER IMPACTS
WETLAND AND STREAM IMPACTS
LEGEND
WXA-WETLANDS
NEW IRON
PIPE
EXISTING
R/W MOIMIENT
EXISTING
IRON PIPE
Li
EXISTjN'C
IRON REBAR
(0.23
EXISTING
NCGS mONUMENT
EXISTING
POWER POLE
EXISTING
POWER POLE
0
EXISTING
MANHOLE
0
EXISTING
CLEAN OUT
D-I
EXISTING
CLEAN OUT
EXISTING
HYDRANT
EXISTING
DROP INLET
F-1
EXISTING
CATCH BASIN
0
EXISTING
CATCH BASIN
-u-
EXISTING
SIGN
❑
EXISTING
ELECTRIC BOX
GRAPHIC SCALE
0 15 30 610 ,
( IN FEET
1 inch = 30
�Y
Ail" Y/
50' NEUSE RIVER
BUFFER
(50' FROM TOP
OF BANK)
Q�
C
r
N/F
THOMAS E. DIX01',i1
LORRAINE H. DIXON
D8 7316 PG 6212
PIN:9146293
120
EX. BRICK
DUMPSTER WALL
BARTLETT
SEAL ENGINEERING & SURVEYING, PC
20106 1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893-1726 FAX: [phone]
I ic,.Pn-,p No. C-1551 www.bartlett.us.com
C,- ;DD'\—L/,NDPR(DJE(.I-S\SI'O,'A'i'\14085\(JwLj\14085SP2—�'iL3.dvig, Oct 15, 2014 10,20AM EST
N/F
GOLDEN ARCIP11 LIMITED
PARTNERSHIP
D8 6678 711C 211
LOT b
BM 1984 rrG 107
PIN: 9312;757
Z,
N/F
BIG B ENTERPRISES LLC
DB 8445 PG 2362
LOT 3
BM 1984 PG 104
PIN: 9186995
WETLAND AND STREAIV
NrPACTS WITH SITE
04 AM
E III ,r
Eil II
VK
EX. DI
TOP: 321,78'
INV: 318.63' ml
EX.
TOP: 321.54'
INV: 318.34' m
7, (1 NCGS MON. "REDUCE"
I
z
0 1 N: 744476.48
#F 50 E: 2183849.97
15' R/W IV j , NO GRID NAD 83 (2001 ADJ,)
DEDId;kTION
0 NAVD 1986
\ ,��� ` �` .l 1f f I 11 It 'I' �
T
r
IN 1w
EX, 15 RCP
EX. Ca
TOP: 321.89
INV: 317.54' 1 EX
so j P; 320
? J14 I EX. 24" RCP 11 TO* CB
.89'
'z
EX. BUILDING
(CAR WASH)
II
1 17
all
-14
SITE DATA:
LOT AREA:
ZONE:
PROPERTY ADDRESS
FUTURE OWNER:
(UNDER CONTRACT)
CL)RRENT OWNER
PIN NO.:
12=��
I INV.318.34'
I iI -4
EX. MH
TOP: 321.21
T.. 14.35,
C-
EX. 01 1
1 _(Z
TOP: 321.78' ".] (Z
INV: 318.31�" i ,
01 �u 0_j 44
?< Ii I
CONTROL PNT #6
CE EX. CB SITE TBM
TOP: 323.53 (IRON REBAR)
INV: 319.43' N: 743675.45
:5 E: 2184382.48
ELV: 323,59'
NO NAVD GRID 1988 NAD 83 (2001 ADJ.)
EX. MH
TOP: 324.54'
INV: 301.12'
s
_<s
II
I­ -him MR
2.329
LOT 5=1.38 ACRES
LOT 4=1,38 ACRES
CMX (GENERAL COMMERCIAL)
2920 AND 2930 WENDELL BLVD
EASTERN PRIDE, INC.
2405 NASH ST-SUITE F
WILSON, NC 27896
MILES AMOS DEAN, JR. &
LLOYD MATTHEVVS WALTON
PO OX 1014
WENDELL, NC 27591
LOT 5: 11784-43-0699
LOT 4: 1784-4� -1566
DEED BOOK 12657 PAGE 1153
I NID US T R I A L DR
LOCATION MAP
NO SCALE
NO BUFFER IMPACTS
WETLAND AND STREAM IMPACTS
SXB-STREAM FEATURE
(164 LF-50' BUFFER)
IMPACTS
0.10 ACRES
NO IMPACTS
IMPACTS
(148 LF TOTAL)
141 LF PERMANENT
7 LF TEMPORARY
NO IMPACTS
BUFFER DETERMINATION WAS PERFORMED BY NCDENP DWR
(CHENG ZHANG ) ON 7/29/2014,
USACOE (DAVID SHAEFFER) PERFORMED WETLAND DELI NE,4_1_1
AND STREAM DETERMINATION ON 812812014.
SITE WAS SURVEYED BY BARTLETT ENGINEERINU AND
I
SURVEYING, P,C, 91/12-3-9/255, 2014,
i
A SEDIMENTATION AND EROSION CONTROL PLAN AND A
STORMWATER PLAN IS REQUIRED FOR THIS PROJECT AND WILL
BE REVIEWED AND APPROVED BY WAKE COUNTY (THE TOWN
OF WENDELLS STORMWATER ADMINISTRATOR),
I!HE PROPERTY IS CURRENTLY UNDER CONTRACT (SEE
ATTACHED PURCHASE AGREEMENT) AND ALL PERMITS SHOULD
BE ISSUED TO THE FUTURE OWNER "EASTERN PRIDE, INC",
DATE: OCTOBER 2014 PROJECT: 14-085
CLIENT CODE: STOTAY
SCALE(HORZ): CADFILE: 14085SP2-WO
1 : 30 FIELD BOOK: 324
SCALE(VERT): DRAWN BY: JM
N/A SURVEY BY: TRB, DB
2920 WENDELL BLVD, WENDELL, NC i REVISIONS:
Kelm ■ ran 1124- A mm,
PIN # 1784-43-0699
WAKE COUNTY
ZONE: Cmx
SHEET WL2
JJ
f?D
WXA-WETLANDS
(0-10
ACRES)
WXB-WETLANDS
(0.23
ACRES)
SXA-STREAM
FEATURE
(234
LF-NO BUFFER)
SXB-STREAM FEATURE
(164 LF-50' BUFFER)
IMPACTS
0.10 ACRES
NO IMPACTS
IMPACTS
(148 LF TOTAL)
141 LF PERMANENT
7 LF TEMPORARY
NO IMPACTS
BUFFER DETERMINATION WAS PERFORMED BY NCDENP DWR
(CHENG ZHANG ) ON 7/29/2014,
USACOE (DAVID SHAEFFER) PERFORMED WETLAND DELI NE,4_1_1
AND STREAM DETERMINATION ON 812812014.
SITE WAS SURVEYED BY BARTLETT ENGINEERINU AND
I
SURVEYING, P,C, 91/12-3-9/255, 2014,
i
A SEDIMENTATION AND EROSION CONTROL PLAN AND A
STORMWATER PLAN IS REQUIRED FOR THIS PROJECT AND WILL
BE REVIEWED AND APPROVED BY WAKE COUNTY (THE TOWN
OF WENDELLS STORMWATER ADMINISTRATOR),
I!HE PROPERTY IS CURRENTLY UNDER CONTRACT (SEE
ATTACHED PURCHASE AGREEMENT) AND ALL PERMITS SHOULD
BE ISSUED TO THE FUTURE OWNER "EASTERN PRIDE, INC",
DATE: OCTOBER 2014 PROJECT: 14-085
CLIENT CODE: STOTAY
SCALE(HORZ): CADFILE: 14085SP2-WO
1 : 30 FIELD BOOK: 324
SCALE(VERT): DRAWN BY: JM
N/A SURVEY BY: TRB, DB
2920 WENDELL BLVD, WENDELL, NC i REVISIONS:
Kelm ■ ran 1124- A mm,
PIN # 1784-43-0699
WAKE COUNTY
ZONE: Cmx
SHEET WL2
JJ
f?D