20210182 Ver 1_ePCN Application_20210305

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20210182
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Fayetteville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Fayetteville Annexation Area 32 Section 1 Sewer Installation
1a. Who is the Primary Contact?*
Dan Zurlo
1b. Primary Contact Email:*
[e-mail]
Date Submitted
3/5/2021
Nearest Body of Water
UT to Little Rockfish Creek
Basin
Cape Fear
Water Classification
Class B
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Chad Turlington:eads\ccturlington
1c. Primary Contact Phone:*
[phone]
Site Coordinates
Latitude: Longitude:
34.987194-79.023072
Pre -Filing Meeting Information
ID# Version
20210182 1
Pre -fling Meeting or Request Date*
2/27/2021
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf 51.47KB
A. Processing Information C^U
County (or Counties) where the project is located:
Cumberland

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 12 - Utility Lines
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Fayetteville Public Works Commission
2b. Deed book and page no.:
2c. Responsible party:
Misty Manning
2d.Address
*
r Yes r No
r Yes r No

Street Address
955 Old Wilmington Rd
Address tine 2
City
Fayetteville
Postal / Zip Code
28301
2e. Telephone Number:
[phone]
2g. Email Address:*
mi sty. ma n n i n g @fa ypvc. co m
4. Agent/Consultant (if applicable)
4a. Name:
Dan Zurlo
4b. Business Name:
WK Dickson
4c.Address
Street Address
1213 W Morehead St
Address tine 2
city
Charlotte
Postal / Zip Code
28208
4d. Telephone Number:
[phone]
4f. Email Address:*
dzurlo@,Akdickson.com
Agent Authorization Letter*
signed AA.pdf
State / Rwince / Ifgion
NC
Country
USA
2f. Fax Number:
Slate / Rwince / Region
NC
Country
USA
4e. Fax Number:
373.91 KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Fayetteville, NC
2. Pro Project Identification
2a. Property Identification Number:
2b. Property size:
See attached property information
11.7
2c. Project Address
Street Address
5605 Westbranch Dr
Address tine 2
aty
State / Rwince / Region
Fayetteville
North Carolina
Postal / Zip Code
Country
28306
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Little Rockfish Creek
3b. Water Resources Classification of nearest receiving water:*
Class B
3c. What river basin(s) is your project located in?*

Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300040610
4. Project Description and History
4a. 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 currently consists of residential subdivisions and forested riparian areas containing wetlands adjacent to a UT to Little Rockfish Creek.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
NWPUSGS.pdf 1.88MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
NWPSoils.pdf 2.17MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.11
4g. List the total estimated linear feet of all existing streams on the property:
61
4h. Explain the purpose of the proposed project:*
Installation of water and sewer lines to serve a residential area of Fayetteville, NC.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Phase V, Project VK Construction Area 32, Section 1, is located in the Wendover Place, Hickory Run, Pine Crest Park, Pine Ridge Acres area. The project includes construction of
approximately 16,325 linear feet of gravity sanitary sewer collection lines and 12,485 linear feet of water lines. Some of the proposed sewers and water lines are anticipated to be within
existing City of Fayetteville streets. However, approximately 14,235 linear feet of new permanent easement will be required. The total acreage disturbed by the project will be 22.8 acres.
An aerial sewer crossing in the vicinity of Westbranch Dr. is proposed that will result in 0.07 ac. of wetland impact within the permanent easement resulting from conversion of forested
wetland to herbaceous wetland. Temporary clearing will occur within the temporary easement resulting in 0.04 ac. of temporary wetland impact. Typical land clearing and sewer
construction equipment will be used. The total easement width will be 45' in order to be allow for construction of the concrete piers and pipe bridge across the UT to Little Rockfish
Creek.
4j. Please upload project drawings for the proposed project.
Area 32 Section I Aerial Crossing.pdf
PWC Section 1 Plan Set 1-27-21.pdf
Stream Crossing Exhbit-WESTBRANCH C21 area.pdf
5. Jurisdictional Determinations
Sa. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Dan Zurlo
Agency/Consultant Company: WK Dickson
Other:
SM. Jurisdictional determination upload
Uplandform.pdf
Wet WA Photo.pdf
Wetland WA dataform. pdf
JDRequestForm.pdf
NWPWotus-1.pdf
6. Future Project Plans
6a. Is this a phased project?*
r Yes f No
863.32KB
68.48MB
435.26KB
211.18KB
5.66MB
214.25KB
218.88KB
2.19MB
r Unknown
7b. If yes, explain

Fayetteville Annexation Area 32 is comprised of five project construction areas: Area 32 Section I, Area 32 Section II, Area 32 Stewart's Creek Ouffall, Area 32 North, and Area 32
South. Area 32 Sections I and II are not dependent on Area 32 Stewart's Creek Ouffall due to topography and can be independently constructed and tied into PWC's existing sewer
outfalls at different tie-in points. Area 32 Section I, which is the first construction project for Fayetteville Public Works Commission infrastructure improvement, is planned to begin
construction in September 2021. Area 32 Section II will likely result in additional impacts to waters of the US (WOTUS), but design plans for this future project are not final and
quantitative estimates of cumulative impacts are not possible at this time. However, during this project, all practicable measures to avoid and minimize additional impacts will be
implemented into the design of the project. This construction project is planned to begin construction in February 2023.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries r Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a. Site #* (�) 2a1 Reason M Fb. Impact type * M �2c. Type of W. 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
W1
Conversion from
forested to herbaceous
t
Headwater Forest
WA
Yes
Corps
0.070
(acres)
W2
Temporary clearing
T
NON-NCWAM TYPES
WA
�[orps
]0.040
(acres)
2g. Total Temporary Wetland Impact
0.040
2g. Total Wetland Impact
0.110
2h. Comments:
� E. Impact Justification and Mitigation
1. Avoidance and Minimization
2g. Total Permanent Wetland Impact
0.070
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
To avoid and minimize proposed impacts, the sewer crossing will be aerial. No trench will be dug within wetland WA or the LIT to Little Rockfish Creek.
Land disturbance will be limited to excavation for the piers supporting the aerial crossing. Two piers supporting the crossing will total 28.1 sq ft of
excavation. Loss of waters is limited to 0.07 ac, which is belowthe 0.1 acre wetland mitigation threshold. No stream impacts are proposed, as the piers
have been situated to avoid the Uf to Little Rockfish Creek. Temporarily cleared areas will be left undisturbed and re -seeded following construction to
allow them to return to pre -construction conditions (see erosion and sediment control notes in attached plan set).
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Timber mats and bridges will be laid within the wetland areas to minimize ground and vegetation disturbance, and all applicable sediment and erosion
control statutes will be followed to limit sedimentation to WOTUS.
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?
r Yes f• No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Permanent impacts fall belowthe 1110 acre loss of water threshold for mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Project is not adjacent to any protected riparian buffers.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No

2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
Project does not propose any new impervious surface.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
U
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3c. Upload a qualitative or quantitative cumulative impact analysis.
TA PROJECT LAYOUT 012319.pdf 2.2MB
Fayetteville Annexation Area 32 Section 1 Sewer Installation DWR Cumulative Analysis.pdf 47.69KB
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Consultation with the USFWS and NCNHP.
Consultation Documentation Upload
NCNHP report. pdf 3.07MB
USFWS Consultation.pdf 582.42KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No

6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA essential fish habitat mapper
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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC SHPO GIS, see attached map.
7c. Historic or Prehistoric Information Upload
NWPSHPO.pdf 2.11 MB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA firm panel 3710949400J
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Location Map.pdf 1.21MB
Parcel Table.pdf 115.45KB
I
Signature
*
W By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Daniel Zurlo
Signature
o-�arr.��ir�tla
Date
3/5/2021

AGENT AUTHORIZATION FORM
Applicant: Fayetteville Public Works Commission
The undersigned applicant for 404/401 permitting, does hereby authorize
Daniel Zurlo , of W.K. Dickson & Co., Inc.
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification, and any and all standard and special conditions attached.
Contractor/agent to act as agent for wetland delineation discussions and not for any financial
obligations.
Applicant's Address:
955 Old Wilmington Rd. Fayetteville, NC 28301
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
I �L C 4hA�,
Authorized Signature Authorized Signature
Date: Z Date:

Figure 2. USGS Topographic Map
Fayettville, Cumberland County, North Carolina 1:24,000
0 2,0001,000 Feet µArea 32 - Section 1
^_
North Carolina
Cumberland County
Proje ct Location
Legend
Proje ct L imits (1 84.8 ac.)
WaB
WaB
CaB
CaB
AuA
BaD
Mc
CaB
AuA
VaD
AuA
WaB
W
NoA
JT
CaB
NoA
JT
Ra
BaD
Ly
St
CaB
WaB
NoB
AuA
GdBNoA
CaB
Ly
Wo
Ra
CaB
W
CaB
BaD
NoA
BaB
JT
BaB
W
Ra
W
BrB BaB
NoA
RaNoA
GdB
BaD
NoA
WaB
Ra
BaD
NoA
GdB
WaB
W
GoA
BaB
CaB
NoA
NoA
NoA
NoA
BrB
Ra
BaD
Mc
BrB
WaB
Ra
USDA NRCS Soil Survey
Fayettville, Cumberland County, North Carolina
0 900450Feet µArea 32 - Section 1
^_
North Carolina
Cumberland County
Proje ct Location
Legend
Proje ct L imits (1 84.8 ac.)
Soil Map Units
Hydric/Inclusions (Y/N)Acreage Coverage (%)AuA Autryvil le loamy sand, 0 to 2 percent slopes No 44.7 24.2%BaD Blaney l oamy sand, 8 to 15 percent slopes No 1 0.5%CaB Candor sand, 1 to 8 percent slopes No 52.9 28.6%JT Johnston loam Yes 3.5 1.9%Ly Lynchburg sandy loam, 0 to 2 percent slopes Yes-Rai ns 2 1.1%VaD Vaucluse loamy sand, 8 to 15 percent slopes Yes-Bibb, Johnston 12.1 6.6%W Water N/A 0.8 0.5%WaB Wagram loamy sand, 0 to 6 percent slopes Yes-Bibb, Johnston 67.3 36.4%Wo Woodington loamy sand Yes 0.6 0.3%184.9 100.0%Total s for Area of Interest:
Map Unit Name and Description
1 inch = 900 feet
a
U)
D
0
0
N
O
N
O
N
N
00
O
J
o_
U
cn
0
O
cn
/
O
N
/
a
0
D
0
Q
I
Q
EXISTING MH# 2
STA 0+00
1'-0"
.�
37'-6"
75'-0"
40'-0"
W_
W
(=�' 60'-0"
40'-0"
37'-6"
1'-0"
5'-0" BEAM SPLICE E 1 PIER STA
TYP W6x15 (TYP) W16x67 (TYP) PER BEAMLOCATIONS S_2 - 1 + 5 STA 2+25PIER
(TYP) CAP
0+50 1 +00 1 +50 2+00
PIER STA eS- L3x3xY4 (TYP) PIER STA D (NP) BRACE A C (TYP) B (TYP) (TYP) D
0+30 BELOW GIRDER 0+90 S-2 UNO CONNECTION S-2 (TYP) NOTE: GRATING NOT S-2 UNO S-2 UNO S-2
SHOWN FOR CLARITY.
CONCRETE DRILLED PIERS
STATION
T/PIER
ELEVATION*
TIP
ELEVATION
BOT/CASING
ELEVATION
T/STEEL
ELEVATION*
0+30
168.44'
120.00'
133.00'
171.80'
0+90
168.76'
120.00'
133.00'
172.12'
1 +65
169.05'
120.00'
133.00'
172.52'
2+25
169.48'
120.00'
133.00'
172.84'
GENERAL NOTES
1. DESIGN CRITERIA:
A.
CODES:
- NORTH CAROLINA BUILDING CODE, 2018
EDITION
- OTHER STRUCTURES: ACI 318 "BUILDING
CODE REQUIREMENTS FOR
REINFORCED CONCRETE"
- ACI 336.14 "SPECIFICATION FOR THE CONSTRUCTION OF DRILLED PIERS"
- AISC MANUAL OF STEEL CONSTRUCTION,
FOURTEENTH EDITION
2. DESIGN LOADS:
A.
LIVE LOAD:
- WALKWAYS
60 PSF
B.
SNOW LOAD:
- GROUND SNOW LOAD, P
10 PSF
- SNOW LOAD IMPORTANCI! FACTOR, 1
1.1
C.
WINDLOADS:
- RISK CATEGORY
III
- ULTIMATE DESIGN WIND SPEED
130 MPH
- NORMAL DESIGN WIND SPEED
101 MPH
- EXPOSURE CATEGORY
C
D.
EARTHQUAKE:
- SEISMIC DESIGN CATEGORY
B
- SEISMIC IMPORTANCE FACTOR, 1
1.25
- MAPPED SPECTRAL RESPONSE ACC, SS
0.166
- MAPPED SPECTRAL RESPONSE ACC, S1
0.075
- SPECTRAL RESPONSE COEFFICIENT, SDS
0.177
- SPECTRAL RESPONSE COEFFICIENT, SD1
0.120
E.
FLOOD DESIGN DATA:
- 1 % ANNUAL CHANCE FLOOD BASE FLOOD ELEVATION ZONE X NAVD 88
3. GENERAL CONDITIONS:
A.
ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
CIVIL SHOP DRAWINGS AND SPECIFICATIONS.
B.
THE CONTRACTOR SHALL REVIEW AND VERIFY
DIMENSIONS SHOWN IN ALL PLANS
AND REVIEW ALL FIELD CONDITIONS THAT
MAY AFFECT THE INSTALLATION OF THE
FACILITY, SHOULD DISCREPANCIES APPEAR,
THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE
COMMENCING WITH THE WORK.
*FIELD VERIFY WITH CARRIER PIPE INVERT ELEVATIONS.
4. CONCRETE:
A. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE
WITH ACI 318 REQUIREMENTS AND SECTION 03301 OF THE PWC MASTER
SPECIFICATIONS EXCEPT AS MODIFIED.
B. CONCRETE 28-DAY STRENGTH:
- STRUCTURAL CONCRETE 4000 PSI
- CEMENTITIOUS CONTENT 560 Ibs/CY (MW)
- COARSE AGGREGATE #57 (ASTM C33)
- W/C RATIO 0.44 (MAX)
- AIR ENTRAINMENT 3.5 TO 5 PERCENT
- SLUMP 3 TO 5 INCHES
C. ALL CONCRETE SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH C260.
D. WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494.
E. ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN
SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING COMPOUND
AS SOON AS CEMENT FINISHING IS COMPLETED OR FORMS ARE REMOVED.
F. ALL EXPOSED CORNERS OF CONCRETE SHALL HAVE A MINIMUM CHAMFER OF 4"
UNLESS OTHERWISE NOTED.
G. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATION OF
CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWING.
5. REINFORCING STEEL:
A. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS.
B. ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS.
REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS OTHER-
WISE NOTED:
- CONCRETE CAST AGAINST EARTH 3"
- FORMED SURFACES IN CONTACT WITH SOIL,
SEWAGE, WATER OR EXPOSED TO WEATHER 2"
- FORMED SURFACES NOT EXPOSED TO WEATHER OR
IN CONTACT WITH SOIL:
- SLABS, WALLS AND JOISTS 1 "
- BEAMS AND COLUMNS 1Y2"
C. LAP SPLICES SHALL BE 24" FOR #5 AND 62" FOR #8. FOR LAP SPLICES NOT
SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEER'S
APPROVAL.
D. THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND SCHEDULES IN
CONFORMANCE WITH ACI 315 REQUIREMENTS.
PLAN
1/8" = 1'-0"
STAGGER LOCATION
OF OVERLAP AROUND
PERIMETER OF
DRILLED PIER
90`
STANDARD
HOOK
SECTION B—B
36" 0 CONCRETE
DRILLED PIER
#3 TIES
(7)-#8 (TYP)
NOTE:
REINFORCING TO EXTEND ENTIRE LENGTH OF
DRILLED PIER WITH VERTICAL BARS STOPPING
3" FROM BOTTOM OF DRILLED PIER.
T/�
6. STRUCTURAL STEEL:
A.
DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL BE IN
1
ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS AND DESIGN DRAWINGS.
-
B.
ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIPPED
GALVANIZED.
0
C.
ALL STRUCTURAL STEEL:
WIDE FLANGE SHAPES ASTM A992
PLATES AND ANGLES - ASTM A36
a, cn
NUTS - ASTM A563
HARDENED STEEL WASHER - ASTM F436
ANCHOR RODS - ASTM F1554 GR 36
BOLTS - ASTM A325
ALL PIPE: ASTM A53, GRADE B.
D.
THE FABRICATOR SHALL DESIGN AND DETAIL ALL PARTS OF CONNECTIONS NOT
FULLY DETAILED ON THE DESIGN DRAWINGS. THE NUMBER OF BOLTS AND OTHER
SIMILAR ELEMENTS SHOWN ON THE DRAWING ARE PICTORIAL ONLY.
E.
SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR
BOT/CASING
REVIEW.
EL SEE TABLE
F.
WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS
STRUCTURAL WELDING CODE REQUIREMENTS. ELECTRODES SHALL BE E-70XX.
7. FOUNDATIONS:
A.
STRUCTURES SHALL BE SUPPORTED BY DEEP FOUNDATIONS AS SHOWN. PILES
SHALL BE EXTENDED TO MINIMUM TIP ELEVATION AS SHOWN IN TABLE FOR A
DESIGN COMPRESSIVE CAPACITY OF 50 KIPS AND DESIGN LATERAL CAPACITY OF
12 KIPS AT 1 FOOT BELOW THE PIPE CENTERLINE.
B.
PERMANENT STEEL CASINGS ARE REQUIRED INSTALLED TO ELEVATION AS SHOWN
ON TABLE. PERMANENT CASINGS SHALL NOT EXTEND BELOW THE ELEVATIONS
SHOWN IN TABLE.
C.
PERFORM SPT SAMPLING AT 5'-0" INTERVALS TO A MINIMUM DEPTH OF 15'-0"
BELOW THE ANTICIPATED BOTTOM OF THE DRILLED PIER AT STATION 0+30 PRIOR
TO CONSTRUCTION OF THE PIER. THE CONTRACTOR SHALL SUBMIT A
GEOTECHNICAL DATA REPORT SUMMARIZING THE TEST BORINGS SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH
CAROLINA.
D.
INSTALL PERMANENT STEEL CASINGS BY VIBRATING, SCREWING OR DRIVING.
E.
DRILLED PILES SHALL BE INSTALLED TO AN ELEVATION NO HIGHER THAN THE
B
TIP ELEVATION SHOWN IN THE TABLE.
F.
BOTTOM CLEANLINESS OF DRILLED HOLES SHALL BE INSPECTED IN ACCORDANCE
WITH NCDOT SECTION 411 (2)(a).
8. GEOTECHNICAL REPORT:
TIP
EL SEE TABLE
REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION,
FAYPWC ANNEXATION AREA 32 EAST SECTION 1 PREPARED BY FROEHLING & ROBERTSON,
INC.
(PROJECT NO. 66W-0027-0001), DATED JUNE 18, 2020.
100% DESIGN -
ISSUED FOR PERMIT
NOT FOR
CONSTRUCTION
4'-6"
SECTION 1
3/4"=1 '-0" -
GUARDRAIL (TYP)
'ED U-BOLT
DI PIPE
NDUSTRIES
OR EQUAL
'RENE PAD
3, EW
G
CDM
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
DATE REVISIONS BY
SHEET S-1 OF 911
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* ALL CONNECTIONS MUST BE DESIGNED
FOR SPECIFIED LOADS.
6"
END PLATE FOR
GUARDRAIL SIDE MOUNT
I�
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TOP MOUNTED BASE
FLANGE BY THOMPSON
FABRICATING MFR OR EQUAL
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11
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MAX INTERVALS
EXPANSION JT
BASE FLANGE
3/8" STIFFENER PLATE
DIELECTRIC BREAK BTWN
MOUNTING FLANGE &
STRUCTURAL MEMBER AT
DISSIMILAR METALS
TOP MOUNTED
NOTE:
USE SS BOLTS/SCREWS FOR ALL ALUMINUM CONNECTIONS
AND A325N BOLTS/SCREWS FOR STEEL CONNECTIONS.
GUARDRAIL
DETAIL KOT
NTS -
11"
6>, 22
3" 3"
(4)-7/8" 0 ASTM F1554 GR 36
ANCHOR ROD W/ 6" MIN
EMBED INTO PIER CAP
Y4 V
F' 3/4 "x 11 "x0' -1 1 "
1Y2" NON -SHRINK
GROUT PAD
NOTE:
PILE CAP NOT
DETAIL rc'* SHOWN.
GUARDRAIL NOTES:
1. ALUMINUM EMBEDDED IN CONCRETE SHALL BE PAINTED WITH
ONE SHOP COAT OF HEAVY BITUMASTIC.
2. ALUMINUM SHAPES IN CONTACT WITH CONCRETE SHALL BE
SEPARATED BY A 1/32" NEOPRENE GASKET OR ANY CASE
WHERE TWO DIFFERENT METALS ARE TO BE IN CONTACT, A
NEOPRENE GASKET SHALL BE PROVIDED.
3. HANDRAILS, GUARDRAILS, POSTS, BRACKETS AND MOUNTINGS
SHALL MEET THE NORTH CAROLINA BUILDING CODE AND
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
LOADING REQUIREMENTS.
4. TOP OF ALL GUARDRAILS SHALL BE 42" HIGH ABOVE THE
WALKWAY. THE CLEAR DISTANCE BETWEEN THE TOP AND
INTERMEDIATE RAILS MEASURED AT RIGHT ANGLES TO THE RAILS
SHALL NOT EXCEED 21".
ALUMINUM GUARDRAIL AND HANDRAIL NOTES:
GUARDRAILS
GUARDRAILS SHALL BE TWO RAIL, 1.5" DIAMETER SYSTEM. THE
CENTERLINE OF THE INTERMEDIATE PARALLEL RAIL SHALL BE AT
THE POST MID -POINT BETWEEN THE TOP RAIL AND KICKPLATE
(AT HORIZONTAL SURFACES) AND BETWEEN TOP RAIL AND
STRINGER (AT STAIRS/STEPS). HOWEVER, MAXIMUM CLEAR
DISTANCE BETWEEN RAILS MEASURED AT RIGHT ANGLES TO
RAILS SHALL BE 21 ".
GUARDRAILS AT HORIZONTAL SURFACES (LANDINGS, MEZZANINES,
ETC) SHALL BE 42" HIGH AND SHALL BE PROVIDED WITH A 4"
KICKPLATE.
AT STAIRS/STEPS, PROVIDE STRINGER -MOUNTED GUARDRAIL
SYSTEM PARALLEL TO STRINGER SLOPE, 42" HIGH ABOVE
LEADING EDGE OF TREAD AND PROVIDE ADDITIONAL INSIDE
MOUNTED HANDRAILS) MEETING THE REQUIREMENTS FOR
HANDRAILS AS DESCRIBED BELOW.
HANDRAILS
HANDRAILS (WALL OR GUARDRAIL MOUNTED) AT STAIRS/STEPS.
PROVIDE 1.5" DIAMETER WALL AND/OR GUARDRAIL MOUNTED (AS
APPLICABLE) ALUMINUM HANDRAILS AT BOTH SIDES OF
STAIRS/STEPS. HANDRAILS SHALL BE MOUNTED PARALLEL TO
STRINGER SLOPE, 36" HIGH ABOVE LEADING EDGE OF TREAD.
HANDRAILS SHALL EXTEND 12" BEYOND TOP RISER, AND SHALL
EXTEND 24" BEYOND THE BOTTOM RISER. AT THE BOTTOM,
HANDRAILS SHALL CONTINUE TO SLOPE FOR A DISTANCE OF
THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER; THE
REMAINDER SHALL BE HORIZONTAL. THE FINGER CLEARANCE
BETWEEN THE HANDRAIL AND THE WALL, GUARD OR OTHER
OBSTRUCTION SHALL BE 1.5".
304L SS t9 "x 1 1 "xY8"
POLISHED (213 FINISH
OVER PIER. TACK WEI
CORNER AND MIDP01l'
PLATE TO W16 BEAM
(4)-7/8" 0 ASTM F1554 GR 36
6" ANCHOR ROD W/ 6" MIN EMBED INTO
PIER CAP. LONG SLOTTED HOLE IN
W16
A co
N
15/ 0 16„
SLIDE BEARING
ASSEMBLY CENTERED
W16X67 ON PIER CAP
A
Ull C_C-7
CONTRACTOR TO INSTALL LOWER
NUT TO FINGER TIGHT CONDITION
AND BACK OFF Y4 TURN AND
THEN INSTALL UPPER LOCK NUT
_7 „
(4) /$ 0 ASTM F1554 GR 36
ANCHOR ROD W/ 6" MIN EMBED
IN 15/6"x213/6" SLOTTED HOLES
PARALLEL TO BEAM SPAN
"x3/4" THICK MASTICORD SLIDE BEARING BY
WITH A MIN 3/32" THICK TEFLON UPPER
ELEMENT BONDED TO MASTICORD SLIDE BEARING.
SECTION A -A BOND MASTICORD SLIDE BEARING TO CONC W/
SIKADUR 31, HI -MOD GEL BEFORE PLACING BEAM
DETAIL D
1" = 1'-0" S-1
SECTION B-B
BEAM SPLICE
DETAIL E
1" = 1'-0" S-1
100% DESIGN - ISSUED FOR PERMIT
NOT FOR CONSTRUCTION
4"x11"x1'-11"
-1"0 A325 BOLTS
JG TIGHT
CDM
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
SHEET S-1 OF 911
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TCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCES
TEMPORARY
CONSTRUCTION
EASEMENT
17
5
17
0
16516517017518013249.618 SF OF
DUKE ENERGY
TEMPORARY
ENCROACHMENT
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DUKE ENERGY
PERMANENT
ENCROACHMENT
1701751801
7
5
1
7
0
B-13
7:1
9:1
5:130'9'15'PROP. 250 LF
OF 8" CLASS 53 RJDIP
@ 0.53% SLOPE
-0+10 0+00
1+00
2+00
WESTBRANCH DRIVE
AERIAL CROSSING
PERMANENT
EASEMENT WITHIN
DUKE EASEMENT
TEMPORARY
CONSTRUCTION
EASEMENT EASEMENT
WITHIN DUKE EASEMENT
STREAM
WETLANDS
(TYP)
PERMANENT
GRADING
TEMPORARY
CONSTRUCTION
EASEMENT (TYP)
PERMANENT
EASEMENT
36" DIA. CONCRETE
PIPE PIER (TYP)
14.07 SQ SF OF
DISTURBANCE (7.07
SQ ST PER PIER)SHEET SERIES-VERT: 1"=SCALE:SURVEY/GPS BY:HOR: 1"=DRAWN BY:DATE:REVISIONSDATEBYP.O. Box 1089, Fayetteville, NC 28302WATER RESOURCES ENGINEERINGElectric & Water Utilities955 Old Wilmington Road, Fayetteville, NC 28301SHEET#DRAWNBYSURVEYDATEHORVERTICALSERIESDWGREVBY1REVISION1-1REVISION1-2REVDATE1REVBY2REVISION2-1REVISION2-2REVDATE2REVBY3REVISION3-1REVISION3-2REVDATE3REVBY4REVISION4-1REVISION4-2REVDATE4REVBY5REVISION5-1REVISION5-2REVDATE5CHECKED BY:CHECKEDBYcommunity infrastructure consultantsTransportationUrban DevelopmentGeomaticsWater Resources++NC. LICENSE NO. F-0374720 Corporate Center DriveRaleigh, North Carolina 27607(v) 919.782.0495(f) 919.782.9672www.wkdickson.com20 0
( IN FEET )
GRAPHIC SCALE
2010 40
Z:\Projects\Environmental\Fayetteville Public Works Commission\2018000800RA - Area 32\CADD\Plan Set\AREA 32 EAST SECTION 1\Stream Crossing Exhbit.dwg 2/24/2021 2:17:03 PMSCALE: 1"=10'
NC STATE PLANE
NAD83, NAVD88 WESTBRANCH DRIVESTREAM CROSSINGEXHIBITTOTAL FILL IN WETLANDS -
591.37 CUBIC FEET
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0
WETLAND DETERMINATION DATA FORM – Atlantic and Gulf Coastal Plain Region

Project/Site: City/County: Sampling Date:
Applicant/Owner: State: Sampling Point:
Investigator(s): Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%):
Subregion (LRR or MLRA): Lat: Long: Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Hydric Soil Present? Yes No
Wetland Hydrology Present? Yes No
Is the Sampled Area
within a Wetland? Yes No
Remarks:

HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6)
Surface Water (A1) Aquatic Fauna (B13) Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) Marl Deposits (B15) (LRR U) Drainage Patterns (B10)
Saturation (A3) Hydrogen Sulfide Odor (C1) Moss Trim Lines (B16)
Water Marks (B1) Oxidized Rhizospheres along Living Roots (C3) Dry-Season Water Table (C2)
Sediment Deposits (B2) Presence of Reduced Iron (C4) Crayfish Burrows (C8)
Drift Deposits (B3) Recent Iron Reduction in Tilled Soils (C6) Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) Thin Muck Surface (C7) Geomorphic Position (D2)
Iron Deposits (B5) Other (Explain in Remarks) Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (B7) FAC-Neutral Test (D5)
Water-Stained Leaves (B9) Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No Depth (inches):
Water Table Present? Yes No Depth (inches):
Saturation Present? Yes No Depth (inches):
(includes capillary fringe)

Wetland Hydrology Present? Yes No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:

Remarks:

US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0
VEGETATION (Four Strata) – Use scientific names of plants. Sampling Point:
Absolute Dominant Indicator
Tree Stratum (Plot size: ) % Cover Species? Status
1.
2.
3.
4.
5.
6.
7.
8.
= Total Cover
50% of total cover: 20% of total cover:
Sapling/Shrub Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
7.
8.
= Total Cover
50% of total cover: 20% of total cover:
Herb Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
= Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
= Total Cover
50% of total cover: 20% of total cover:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)

Total Number of Dominant
Species Across All Strata: (B)

Percent of Dominant Species
That Are OBL, FACW, or FAC: (A/B)

Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is ≤3.01
Problematic Hydrophytic Vegetation1 (Explain)

1Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:

Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.

Sapling/Shrub – Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.

Herb – All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.

Woody vine – All woody vines greater than 3.28 ft in
height.

Hydrophytic
Vegetation
Present? Yes No

Remarks: (If observed, list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0
SOIL Sampling Point:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks

1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3:
Histosol (A1) Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2) Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (A10) (LRR S)
Black Histic (A3) Loamy Mucky Mineral (F1) (LRR O) Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U) Redox Dark Surface (F6) (MLRA 153B)
5 cm Mucky Mineral (A7) (LRR P, T, U) Depleted Dark Surface (F7) Red Parent Material (TF2)
Muck Presence (A8) (LRR U) Redox Depressions (F8) Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T) Marl (F10) (LRR U) Other (Explain in Remarks)
Depleted Below Dark Surface (A11) Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (A12) Iron-Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A) Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S) Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
Sandy Gleyed Matrix (S4) Reduced Vertic (F18) (MLRA 150A, 150B)
Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):

Hydric Soil Present? Yes No
Remarks:

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US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0
WETLAND DETERMINATION DATA FORM – Atlantic and Gulf Coastal Plain Region

Project/Site: City/County: Sampling Date:
Applicant/Owner: State: Sampling Point:
Investigator(s): Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%):
Subregion (LRR or MLRA): Lat: Long: Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are “Normal Circumstances” present? Yes No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Hydric Soil Present? Yes No
Wetland Hydrology Present? Yes No
Is the Sampled Area
within a Wetland? Yes No
Remarks:

HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6)
Surface Water (A1) Aquatic Fauna (B13) Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) Marl Deposits (B15) (LRR U) Drainage Patterns (B10)
Saturation (A3) Hydrogen Sulfide Odor (C1) Moss Trim Lines (B16)
Water Marks (B1) Oxidized Rhizospheres along Living Roots (C3) Dry-Season Water Table (C2)
Sediment Deposits (B2) Presence of Reduced Iron (C4) Crayfish Burrows (C8)
Drift Deposits (B3) Recent Iron Reduction in Tilled Soils (C6) Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4) Thin Muck Surface (C7) Geomorphic Position (D2)
Iron Deposits (B5) Other (Explain in Remarks) Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (B7) FAC-Neutral Test (D5)
Water-Stained Leaves (B9) Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No Depth (inches):
Water Table Present? Yes No Depth (inches):
Saturation Present? Yes No Depth (inches):
(includes capillary fringe)

Wetland Hydrology Present? Yes No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:

Remarks:

US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0
VEGETATION (Four Strata) – Use scientific names of plants. Sampling Point:
Absolute Dominant Indicator
Tree Stratum (Plot size: ) % Cover Species? Status
1.
2.
3.
4.
5.
6.
7.
8.
= Total Cover
50% of total cover: 20% of total cover:
Sapling/Shrub Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
7.
8.
= Total Cover
50% of total cover: 20% of total cover:
Herb Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
= Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
= Total Cover
50% of total cover: 20% of total cover:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)

Total Number of Dominant
Species Across All Strata: (B)

Percent of Dominant Species
That Are OBL, FACW, or FAC: (A/B)

Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is ≤3.01
Problematic Hydrophytic Vegetation1 (Explain)

1Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:

Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.

Sapling/Shrub – Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.

Herb – All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.

Woody vine – All woody vines greater than 3.28 ft in
height.

Hydrophytic
Vegetation
Present? Yes No

Remarks: (If observed, list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0
SOIL Sampling Point:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks

1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3:
Histosol (A1) Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2) Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (A10) (LRR S)
Black Histic (A3) Loamy Mucky Mineral (F1) (LRR O) Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U) Redox Dark Surface (F6) (MLRA 153B)
5 cm Mucky Mineral (A7) (LRR P, T, U) Depleted Dark Surface (F7) Red Parent Material (TF2)
Muck Presence (A8) (LRR U) Redox Depressions (F8) Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T) Marl (F10) (LRR U) Other (Explain in Remarks)
Depleted Below Dark Surface (A11) Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (A12) Iron-Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A) Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S) Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
Sandy Gleyed Matrix (S4) Reduced Vertic (F18) (MLRA 150A, 150B)
Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):

Hydric Soil Present? Yes No
Remarks:

Jurisdictional Determination Request
Version: May 2017 Page 1

This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.

ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]

RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]

WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]

INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D – PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
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 in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Jurisdictional Determination Request
Version: May 2017 Page 2
A. PARCEL INFORMATION
Street Address: _______________________________________________
Cit y, State: _______________________________________________
County:
Parcel Index Number(s) (PIN):
B.REQUESTOR INFORMATION
Name:
Mailing Address:
_________________________________________
Telephone Number: _________________________________________
Electronic Mail Address: ________________________________________
Select one:
I am the current property owner.
I am an Authorized Agent or Environmental Consultant1
Interested Buyer or Under Contract to Purchase
Other, please explain. ________________________________________
__________________________________________________________
C.PROPERTY OWNER INFORMATION2
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address:
_______________________________________________________________________________________________________________________
1 Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Jurisdictional Determination Request
Version: May 2017 Page 3

D. PROPERTY ACCESS CERTIFICATION3,4

By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.

Print Name
Capacity: Owner Authorized Agent5

Date

Signature

E. REASON FOR JD REQUEST: (Check as many as applicable)

I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
I believe that the site may be comprised entirely of dry land.
Other:___________________________________________________________________
_______________________________________________________________________
3 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
4 If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Jurisdictional Determination Request
Version: May 2017 Page 4

F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)

I am requesting that the Corps provide a preliminary JD for the property identified herein.

A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be “waters of the United States” or “navigable waters of the United States”on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional “waters of
the United States”. PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
“preliminary” in the sense that an approved JD can be requested at any time. PJDs do
not expire.

I am requesting that the Corps provide an approved JD for the property identified herein.

An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional “waters of the United States” or “navigable waters of the United
States” are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other “affected
party” (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).

I am unclear as to which JD I would like to request and require additional information
to inform my decision.

G. ALL REQUESTS

Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.

Size of Property or Review Area acres.

The property boundary (or review area boundary) is clearly physically marked on the site.

Jurisdictional Determination Request
Version: May 2017 Page 5

H. REQUESTS FROM CONSULTANTS

Project Coordinates (Decimal Degrees): Latitude: ______________________
Longitude: ______________________

A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
 North Arrow
 Graphical Scale
 Boundary of Review Area
 Date
 Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
 Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
 Jurisdictional non-wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non-Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
 Isolated waters, waters that lack a significant nexus to navigable waters, or non-
jurisdictional upland features should be identified as Non-Jurisdictional. Please
include a justification in the label regarding why the feature is non-jurisdictional (i.e.
“Isolated”, “No Significant Nexus”, or “Upland Feature”). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
 Wetland and non-wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non-wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.

Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)

____________________________________________________________________________
6 Please refer to the guidance document titled “Survey Standards for Jurisdictional Determinations” to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Program/Jurisdiction/
Jurisdictional Determination Request
Version: May 2017 Page 6

Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form7 and include the
Aquatic Resource Table
• AJDs, please complete an Approved Jurisdictional Determination Form8

Vicinity Map

Aerial Photograph

USGS Topographic Map

Soil Survey Map

Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)

Landscape Photos (if taken)

NCSAM and/or NCWAM Assessment Forms and Rating Sheets

NC Division of Water Resources Stream Identification Forms

Other Assessment Forms

_____________________________________________________________________________
7 www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/JD/RGL_08-02_App_A_Prelim_JD_Form_fillable.pdf
8 Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Jurisdiction/

Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory authorities referenced above. 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. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Waters of the US
Fayettville, Cumberland County, North Carolina 1:10,800
0 900450Feet µArea 32 - Section 1
Legend
A32 Sectio n I (184.8 ac.)
Limits of Distu rb ance
Streams
Wetlands Wetland WA0.11 ac.
Stream SA61 lf1 inch = 50 feet
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KING RDDUNDLE RDSTO
NEY P
OINT RD
GILLIS HILL RDBRADDY RDC E N T U R Y C I R
STRICKLAND BRIDGE RD
GRIMES RDSURREY RDTALUS RD
WAYNE LNB A R E F O O T R D
RAY RD
G A E L IC D R
GALATIA CHURCH RD
C E L T I C D R GUS DRS A V A N N A H D R LARWOOD DRPERICAT DREUNICE DR
C
A
MB
E
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L
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D
RAMOUR DRIDA STA
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C AITHNESS DR
SUMMERLIN DR
T O W B R ID G E R D
ROCKFISH RD
B
R
U
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H
Y

H
IL
L
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D
SUNCHASE DR
SOUTH STAFF RD
EAGLECREST LN
ROCKRIDGE LN
A R D E N W O O D S D RADKINS HILL DRB
R
O
O
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G
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O
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D
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BARBOUR LAKE RDH
A
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R
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BAGDAD RD
BEAUBIEN DR
D E S P L A N E S A V E SIPLE AVEBITTERSWEET DRS C O T H O L M D RHEATHERBROOKE DR
DODA DR
ALFORODO STSTANDARD DRBURBERRY DRHOLMFI
ELD RDPITCAIRN DR
YOVEL DR ALTGERO AVEJENNA SHANE DRGRENEDINE DRCLIMBING TREE LN
COACHWAY DRWINTERWOOD DR
WILKERSHAM WAYYARMOUTH DRMETTHAME DRMACON DR
LOCKERBIE CT
TAYBERRY CTCLEO PLSOUTHRIDGE CT
GLEN RAVEN DR
TOWN CENTER DR
J
UNI
ORS

S
T WINTON DRLUPIN DR
LA K E W O O D D RKENNY BUNK DRQ U IC K S T BEDLO E STWINDY CREEK WAY
LANCERS DR
MUNFORD DRLELAND DR
CREST STPLEASANT ST
C R A G B U R N P LWEDGEVIEW DR
SMITH ST TOGGEL AVESCENIC VIEW DRGLENCASTLE LNBORTHWI
CK DRALOINE LNPRIORESS DRBAKERS MILL RDLEABROOK DRKING JAMES LN
BOAHN ST
ELNORAY RDLAVERNE DRRIDGE MANOR DRWINDSONG CIR
PINEY RD
MESQUITE DRN ANCON DRJUBILEE DR
LIMWERT LN
CARDALE DR
WYCL
I
FFE CTEDEL
W
EISS PLBENSON PLBROOKBERRY CTRACEFAN RD
CANDLEHURST PLWESTBRANCH DRWINDFALL LND O O N V A L L E Y D RTHURSBY CROSSCAMSON RD
SCHICK PL
CARLO ROSSI DRSHERMAN DR
TALLPINE DR
DONNIE MAE RDBARNBY PLFERNFIELD RDLOCKAMY DRB R A C E B R ID G E C T
H ER O N LAKE C TTOBAGO PL
BESLY CT
H A Y S T O N C T LOGANBERRY DRLINTON CT
MAJESTIC CT
T
R
OON

C
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BONIFACE CTRADWAY CTTRESTLE STSTONEY POINT RD
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ANNEXATION AREA 32/34TA PROJECT LAYOUT1 inch = 600 feet :
Legend
PROPOSED SEWER ALIGNMENTS
streams_042318
Big Rockfish Creek
AquaWater
PROP PWC WM ROUTE
DEWBERRY WM
PWC EXISTING WATER MAINS
FUTURE I-295 CORRIDOR
PROJECT_AREAS
AREA 34 OUTFALL
AREA 34
AREA 32 NORTH
AREA 32 EASTSECTION I
AREA 32 SOUTH
AREA 32 OUTFALL
AREA 32 EASTSECTION II
Fayetteville Annexation Area 32 Section 1 Sewer Installation DWR Cumulative Analysis
Fayetteville Annexation Area 32 is comprised of five project construction areas: Area 32 Section
I, Area 32 Section II, Area 32 Stewart’s Creek Outfall, Area 32 North, and Area 32 South. Area 32
Sections I and II are not dependent on Area 32 Stewart’s Creek Outfall due to topography and
can be independently constructed and tied into PWC’s existing sewer outfalls at different tie-in
points. Area 32 Section I, which is the first construction project for Fayetteville Public Works
Commission infrastructure improvement, is planned to begin construction in September 2021.
Area 32 Section II will likely result in additional impacts to waters of the US (WOTUS), but
design plans for this future project are not final and quantitative estimates of cumulative
impacts are not possible at this time. However, during this project, all practicable measures to
avoid and minimize additional impacts will be implemented into the design of the project. This
construction project is planned to begin construction in February 2023.
NCNHDE-5092
January 17, 2018
Ward Mariotti
WK Dickson
616 Colonndale Dr
Charlotte , NC 28205
RE: Project NO# 20180008.00.RA
Dear Ward Mariotti:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, or conservation/managed areas within the proposed project boundary. These
results are presented in the attached ‘Documented Occurrences’ tables and map.
The attached ‘Potential Occurrences’ table summarizes rare species and natural communities that have been
documented within a one-mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one-mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund
(CWMTF) easement, or an occurrence of a Federally-listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at [e-mail] or 919.707.8603.
Sincerely,
NC Natural Heritage Program
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Project NO# 20180008.00.RA
January 17, 2018
NCNHDE-5092
Element Occurrences Documented Within Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Crustacean 32583 Cambarus hystricosus Sandhills Spiny Crayfish 2000-08-30 E 3-Medium Species of
Concern
Significantly
Rare
G2 S2
No Natural Areas are Documented within the Project Area
No Managed Areas Documented within the Project Area
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/content/help. Data query generated on January 17, 2018; source: NCNHP, Q4 October 2017. Please resubmit
your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Project NO# 20180008.00.RA
January 17, 2018
NCNHDE-5092
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Butterfly 34472 Neonympha areolatus Georgia Satyr 1980-Pre H 5-Very
Low
---Significantly
Rare
G3G4 S2
Crustacean 32583 Cambarus hystricosus Sandhills Spiny Crayfish 2000-08-30 E 3-Medium Species of
Concern
Significantly
Rare
G2 S2
Dragonfly or
Damselfly
33740 Somatochlora georgiana Coppery Emerald 2004-Pre H?5-Very
Low
---Significantly
Rare
G3G4 S2?
Dragonfly or
Damselfly
33780 Stylurus ivae Shining Clubtail 2004-Pre H?5-Very
Low
---Significantly
Rare
G4 S2S3
Reptile 34914 Farancia erytrogramma Rainbow Snake 1978-04-28 H?3-Medium ---Significantly
Rare
G4 S3
Reptile 439 Masticophis flagellum Coachwhip 1988 H?4-Low ---Significantly
Rare
G5 S3
Vascular Plant 6752 Astragalus michauxii Sandhills Milk-vetch 1954-05-10 X 4-Low Species of
Concern
Special
Concern
Vulnerable
G3 S3
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owner Owner Type
Sandhills Area Land Trust Preserve Sandhills Area Land Trust Private
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/content/help. Data query generated on January 17, 2018; source: NCNHP, Q4 October 2017. Please resubmit
your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4
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Page 4 of 4
pP4MQNr OC J�P United States Department of the Interior
W a
o m
a FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
yggcH 3 0,9 Post Office Box 33726
Raleigh, North Carolina 27636-3726
February 16, 2018
Ward Marotti
WK Dickson & Co., Inc.
616 Colonnade Drive
Charlotte, NC 28205
Re: Fayetteville PWC — Big Rockfish & Stewart's Creek Outfall — Cumberland County, NC
Dear Mr. Marotti:
This letter is to inform you that the Service has established an on-line project planning and
consultation process which assists developers and consultants in determining whether a
federally -listed species or designated critical habitat may be affected by a proposed project. For
future projects, please visit the Raleigh Field Office's project planning website at
httos://www.fws.gov/raleigh/oo.html. If you are only searching for a list of species that may be
present in the project's Action Area, then you may use the Service's Information, Planning, and
Consultation System (IPaC) website to determine if any listed, proposed, or candidate species
may be present in the Action Area and generate a species list. The IPaC website may be viewed
at https://ecos.fws.gov/ipac/. The IPaC website contains a complete and frequently updated list
of all endangered and threatened species protected by the provisions of the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.)(Act), a list of federal species of concern that
are known to occur in each county in North Carolina, and other resources.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
The term "federal species of concern" refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation does
not necessarily imply that the species will eventually be proposed for listing as a federally endangered or threatened
species. However, we recommend that all practicable measures be taken to avoid or minimize adverse impacts to
federal species of concern.

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes.
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above -referenced project, we offer the following remarks. Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally -listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.
However, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down -gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
2

We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).
We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species' lists. If you have any questions or comments, please contact John Ellis of this office at
[phone] ext. 26.
Sincerely,
Pete njamin
Field Supervisor

$$$$
$$
$$
$$
CD0887 Lindsey-Warick House
NCSHPO Map
Fayettville, Cumberland County, North Carolina
0 900450Feet µArea 32 - Section 1
^_
North Carolina
Cumberland County
Proje ct Location
Legend
Proje ct L imits (1 84.8 ac.)
NC SHPO
Status, LocalStat, HDstatus
$$Surveyed Only
1 inch = 900 feet
Figure 1. Project Location
Fayettville, Cumberland County, North Carolina 1:60,000
0 5,0002,500 Feet µArea 32 - Section 1
^_
North Carolina
Cumberland County
Proje ct Location
Legend
A32 Sectio n I Polygon (184.8 ac.)
PARCEL ID ADDRESS OWNER NAME
9475‐99‐4618‐0 GALATIA CHURCH RD PARKER, ELLEN KOONCE
9475‐99‐5900‐0 GALATIA CHURCH RD PARKER, DUNCAN B & WIFE SYLVIA
9476‐90‐9234‐9062 GALATIA CHURCH RD TURNER, ROY & WIFE JANE G
9484‐58‐7653‐0 KING RD KING, W R JR
9484‐58‐8752‐0 KING RD WRK INVESTMENTS LLC
9484‐58‐9412‐8736 KING RD KING, W R JR & WIFE MARY N
9484‐59‐8561‐0 ? N/A KING CONSTR & DEVELOPMENT CO INC
9484‐68‐1436‐8712 KING RD BLACKMON, CINDY & HUSBAND JAMES E
9484‐68‐1649‐7725 EUNICE DR DIAZ, MURIEL A & HUSBAND EDUARDO
9484‐68‐1823‐7729 EUNICE DR CONE, SCOTT & WIFE REGINA G
9484‐68‐1934‐7728 EUNICE DR FREE, MICHAEL EUGENE & WIFE CYNTHIA ANN
9484‐68‐2458‐0 KING RD KING, VERA B
9484‐68‐2635‐7717 EUNICE DR TRUMBULL, SCOTT R & WIFE CINDY K
9484‐68‐2975‐7724 EUNICE DR HINDMAN, JESSIE & JUDITH
9484‐68‐3658‐7711 EUNICE DR RIDINGS, DAVID E & WIFE JAROLINE N
9484‐68‐4408‐8692 KING RD VAZQUEZ, NILSA & WIFE PEDRO
9484‐68‐4657‐7707 EUNICE DR FRIESON, CHARLIE
9484‐68‐4902‐7718 EUNICE DR RODRIGUEZ, HENRY L & WIFE SARAHI
9484‐68‐5457‐8674 KING RD CODERO TOSADO, ONIX M & ALBA R PAGAN RIVERA
9484‐68‐5667‐7705 EUNICE DR BOZEMAN, THOMAS W HEIRS
9484‐68‐5921‐7712 EUNICE DR JOHNSON, ELSA L & HUSBAND BRODRICK O
9484‐68‐6456‐8664 KING RD MYERS, ROBERT BRYAN
9484‐68‐6666‐7703 EUNICE DR ESTRADA, DAVID & WIFE MELINDA
9484‐68‐6941‐7706 EUNICE DR BILLMANN, PATRICK QUINN
9484‐68‐7950‐7702 EUNICE DR SECRETARY OF VETERANS AFFAIRS
9484‐68‐8415‐8648 KING RD BUCK, CLARA LEE WALLACE
9484‐68‐8625‐0 EUNICE DR WALLACE, IVLA FLOYD JR
9484‐68‐8879‐7630 EUNICE DR BYNUM, WILLIAM K & WIFE DIANA D
9484‐68‐9414‐8636 KING RD JONES, BELTON W & WIFE SANDRA J
9484‐68‐9625‐7623 EUNICE DR SANCHEZ, ESTEBAN JR & WIFE NATALIE C
9484‐68‐9889‐7626 EUNICE DR MCGARVEY, JAMES F & WIFE MICHELLE M
9484‐69‐7049‐0 N/A N/A JONES, JACQUELYN SUE
9484‐69‐7249‐0 N/A N/A JONES, JACQUELYN SUE
9484‐69‐7531‐0 N/A RD JONES, JACQUELYN SUE
9484‐69‐7722‐0 N/A N/A PATE, ALEXANDER
9484‐78‐0404‐8628 KING RD ALLEYNE, SYBIL L HEIRS
9484‐78‐0624‐7621 EUNICE DR LENORA MYERS 1999 REVOCABLE TRUST
9484‐78‐1403‐8618 KING RD WILLIAMS, NORBERT P & WIFE KAREN VILLERS
9484‐78‐1613‐7619 EUNICE DR BRADLEY, KARREN D & HUSBAND WILLIE E
9484‐78‐1808‐7622 EUNICE DR STEWART, SHELBY R
9484‐78‐2403‐8608 KING RD WILLIAMS, NORBERT P & WIFE KAREN V
9484‐78‐2613‐7617 EUNICE DR MCBRIDE, MELISSA
9484‐78‐2817‐7618 EUNICE DR CLUBB, JONATHAN & JACQUELINE
9484‐78‐3462‐8574 KING RD NC DEPT OF TRANSPORTATION
9484‐78‐4040‐7231 DODA DR BOAHN, MARK
9484‐78‐4461‐0 KING RD NC DEPT OF TRANSPORTATION
9484‐78‐4669‐7613 EUNICE DR MALDONADO, DAVID J JR
9484‐78‐5460‐8554 KING RD N C DEPT OF TRANSPORTATION
9484‐78‐5885‐7608 EUNICE DR MCMILIAN, ANDREW O
9484‐78‐6460‐0 KING RD N C DEPT OF TRANSPORTATION
9484‐78‐6670‐0 EUNICE DR FISHER, RONALD & WIFE TERESA Y
9484‐78‐7579‐7607 EUNICE DR FISHER, RONALD & WIFE TERESA
9484‐78‐7874‐0 EUNICE DR MCMILIAN, ANDREW O
9484‐78‐8318‐8534 KING RD MARTIN, CHADWICK B
9484‐78‐9397‐3579 BRADDY RD N C DEPT OF TRANSPORTATION
9484‐78‐9493‐3570 BRADDY RD POSTON, ANGELA
9484‐78‐9568‐3546 BRADDY RD MYERS, ARNOLD H & WIFE CAROLEEN G
9484‐78‐9768‐3528 BRADDY RD HARDIN, MATTHEW L & WIFE SARAH
PARCEL ID ADDRESS OWNER NAME
9484‐78‐9867‐3520 BRADDY RD CUMMINGS, LARRY WAYNE & WIFE BRENDA L
9484‐79‐5372‐0 N/A N/A TRACE INVESTMENTS LLC
9484‐79‐6045‐7225 DODA DR JONES, JACQUELYN SUE
9484‐79‐6722‐3430 BRADDY RD MCMILLAN, LINDA N
9484‐79‐7035‐7219 DODA DR JONES, JACQUELYN SUE
9484‐79‐7333‐3478 BRADDY RD DALLAS, BENNIE L & WIFE SHARON MCLEAN‐DALLAS
9484‐79‐7574‐3450 BRADDY RD RIDLEY, DAVID A & WIFE LINDA M
9484‐79‐7953‐3404 BRADDY RD KOONCE, MITCHEL DELANE & WIFE SHERRY RIDLEY
9484‐79‐8054‐7215 DODA DR JONES, JACQUELYN SUE & WARREN PAUL BASNIGHT
9484‐79‐8245‐3482 BRADDY RD GREEN, MICHAEL JAMES & WIFE CONSUELO OPENA
9484‐79‐8440‐3474 BRADDY RD BECKMAN, PAUL THOMAS & WIFE ALEXIS L
9484‐79‐9689‐3436 BRADDY RD MCMILLAN, LINDA N
9484‐88‐0908‐7211 DODA DR JONES, JACQUELYN SUE & WARREN PAUL BASNIGHT
9484‐88‐1396‐8468 KING RD SHAKIR, EHAB SADRUD‐DIN & WIFE YVONNE DENISE
9484‐88‐2706‐6531 BAGDAD RD COLEMAN, JEFFREY B & WIFE WANDA I
9484‐88‐2918‐6540 BAGDAD RD THOMPSON, RONNIE GERALD SR & WIFE ANGELION LANE
9484‐88‐3306‐8464 KING RD GRUBB, JAMES DANIEL JR
9484‐88‐3716‐6527 BAGDAD RD THAYER, ALLEN R & WIFE LORETTA A
9484‐88‐3927‐6536 BAGDAD RD THOMPSON, RONNIE GERALD SR & WIFE ANGELION LANE
9484‐88‐4304‐8448 KING RD COURTNEY BAKER PLUMBING INC
9484‐88‐4536‐3541 BRADDY RD BABEU, SARKIS J & WIFE JANICE L
9484‐88‐4726‐6523 BAGDAD RD WILLIAMS, BOBBY B JR & WIFE ROBBIE G
9484‐88‐4917‐6532 BAGDAD RD CROUSE, BRIAN E & WIFE TORIE
9484‐88‐5324‐8434 KING RD JARMAN, ALBERT C JR
9484‐88‐5795‐6519 BAGDAD RD GILLIS DEVELOPMENT CORP
9484‐88‐5917‐6528 BAGDAD RD MOZINGO, BRUCE N & WIFE RENEE M
9484‐88‐6353‐8424 KING RD GLEMAKER, DANIEL N & DAVID D, DEBORAH ANDERS & SUSAN MUNDAY
9484‐88‐6926‐6524 BAGDAD RD HUFFER, DAVID A
9484‐88‐7278‐3298 YARMOUTH DR SWAIN, ROBERT MILTON JR & TRICIA M
9484‐88‐7379‐3294 YARMOUTH DR GREENE, ADAM K
9484‐88‐7479‐3290 YARMOUTH DR MCDOWELL, PATRICIA M
9484‐88‐7690‐3286 YARMOUTH DR VENO, MARK R & WIFE KRISTINE D
9484‐88‐7949‐6520 BAGDAD RD SMITH, DARYL A & WIFE CAROLYN A
9484‐88‐8734‐3280 YARMOUTH DR WOLFGANG, DEAN C & WIFE SHERRY L
9484‐88‐8982‐3276 YARMOUTH DR CAVALIER, JIMMIE L JR & WIFE JESSICA ANN
9484‐88‐9288‐3299 YARMOUTH DR HARDIN, JAMES A & WIFE AMANDA L
9484‐88‐9490‐3295 YARMOUTH DR SMITH, RICHARD A & WIFE MARY S
9484‐89‐0203‐3486 BRADDY RD KNOERNSCHILD, ROBERT J & WIFE CHRISTINA L
9484‐89‐0410‐3470 BRADDY RD MOODY, ZACHARY R & WIFE OLIVIA
9484‐89‐0729‐3426 BRADDY RD MCMILLIAN, WOODROW WILSON JR&W
9484‐89‐1074‐0 BAGDAD RD NORTH CAROLINA NATURAL GAS CORPORATION
9484‐89‐4143‐3491 BRADDY RD SINCLAIR, JAMES T & WIFE PAMELA JEANETTE
9484‐89‐4351‐3471 BRADDY RD SHAKIR, EHAB S & WIFE YVONNE D
9484‐89‐4668‐3439 BRADDY RD KELLEY, WILLIAM J
9484‐89‐4873‐3419 BRADDY RD PYO, KWON & WIFE CINDY
9484‐89‐7590‐6516 GILABEND DR SOJKA, FRANK A & WIFE CATHERINE B
9484‐89‐8072‐3272 YARMOUTH DR WALKER, SARAH JOCELYN
9484‐89‐8161‐3268 YARMOUTH DR HOLDEN, MATTHEW T
9484‐89‐8251‐3264 YARMOUTH DR BUSH, MARY L & HUSBAND GLEN E
9484‐89‐8352‐6511 GILABEND DR MARTIN, ROBERT MICHAEL & WIFE ROBIN D
9484‐89‐8724‐3174 WAYNE LN TYNER, JOSEPH D & WIFE JANET
9484‐89‐9501‐6512 GILABEND DR PAYNE, SERENITY D & JAMES REEVES
9484‐98‐0511‐3291 YARMOUTH DR CARTER, ROBBIE & WIFE JENNIFER J
9484‐98‐0667‐3283 YARMOUTH DR EDWARDS, EUGENE C SR & JOAN P
9484‐98‐1301‐8370 KING RD MOTTA, JOHN EDUARDO & WIFE CARLA MICHELLE
9484‐98‐1390‐3298 ALFORODO ST BECK, ASHLEY
9484‐98‐1494‐3294 ALFORODO ST CHRISTIAN, VICKI B & HUSBAND GUY C
9484‐98‐1783‐6505 BAGDAD RD FECHER, ROBERT ANTHONY & WIFE PATRICIA
PARCEL ID ADDRESS OWNER NAME
9484‐98‐1912‐6504 BAGDAD RD DADETTO, WAYNE A & WIFE PAMELA J
9484‐98‐2548‐3288 ALFORODO ST BRADY, H JASON & WIFE NANCY J
9484‐98‐2783‐6501 BAGDAD RD MCLEOD, JAMES MARK & WIFE DEBORAH B
9484‐98‐2962‐3272 ALFORODO ST THAXTON, JAMES W & WIFE LESLIE V
9484‐98‐4300‐3299 ALFORODO ST FEDERAL NATIONAL MORTGAGE ASSOC
9484‐98‐4478‐3289 ALFORODO ST HUDGINS, ELLIS H JR & WIFE KERSTIN G
9484‐98‐4694‐3285 ALFORODO ST RISING, GILBERT F & SHIRL
9484‐98‐4784‐3281 ALFORODO ST FAISON, GARRIS
9484‐98‐4874‐3277 ALFORODO ST JOHNSON, GLORIA TURLINGTON
9484‐98‐4974‐3273 ALFORODO ST CARRANZA, RAMON
9484‐98‐5351‐0 KING RD DJCM LLC
9484‐98‐6384‐0 KING RD JACOBS, ANITA LOUISE
9484‐98‐6561‐8312 KING RD JACOBS, ANITA LOUISE
9484‐98‐6652‐3346 WAYNE LN DAVIS, SHERMAN C
9484‐98‐6743‐3336 WAYNE LN DAVIS, SHERMAN C
9484‐98‐6833‐3326 WAYNE LN DAVIS, SHERMAN
9484‐98‐6924‐3314 WAYNE LN DAVIS, SHERMAN C
9484‐98‐8483‐8262 KING RD HALL, SIMEON BRANTLEY
9484‐98‐8871‐6438 SHERMAN DR DAVIS, SHERMAN
9484‐98‐8906‐3313 WAYNE LN DAVIS, SHERMAN
9484‐98‐8986‐6141 SMITH ST DAVIS, SHERMAN C JR
9484‐98‐9604‐3345 WAYNE LN DAVIS, SHERMAN C
9484‐98‐9977‐6135 SMITH ST DAVIS, SHERMAN C
9484‐99‐0521‐6508 GILABEND DR NEWTON, RICHARD A & WIFE TOMMIE G
9484‐99‐1012‐3271 YARMOUTH DR NICHOLS, BILLY C & WIFE LINDA M
9484‐99‐1112‐3267 YARMOUTH DR TIPPIE, JAMES F
9484‐99‐1202‐3263 YARMOUTH DR STAAB, STANLEY J & WIFE KAREN T
9484‐99‐1302‐6505 GILABEND DR SMITH, JOSHUA RYAN & WIFE JAMIE RAE
9484‐99‐1541‐6504 GILABEND DR JOHNSON, NOLAN DAVID & WIFE KAREN DENISE
9484‐99‐1775‐0 WAYNE LN TYNER, BOBBY JEAN C
9484‐99‐2062‐3268 ALFORODO ST BENNETT, DAVID PAUL
9484‐99‐2162‐3264 ALFORODO ST STOREY, SCOT N & WIFE CATHLEEN D
9484‐99‐2252‐3260 ALFORODO ST CAMPBELL, JAMES J III & WIFE BEVERLY R
9484‐99‐2352‐6501 GILABEND DR PEDRO, DONALD & LEIDA
9484‐99‐2571‐6500 GILABEND DR WEBB, STANLEY D & WIFE JULIE C
9484‐99‐4074‐3269 ALFORODO ST TIGERT, BOBBY JR
9484‐99‐4174‐3265 ALFORODO ST CAMPBELL, JAMES J JR
9484‐99‐4264‐3261 ALFORODO ST BOWMAN, PAUL W
9484‐99‐4364‐3257 ALFORODO ST SHULER, RODNEY M & WIFE CAROL A
9484‐99‐4464‐3253 ALFORODO ST NICHOLS, CRAIG M & WIFE JENNIFER M
9484‐99‐4564‐3249 ALFORODO ST THOMAS, BARRY LYNN & WIFE MARY C
9484‐99‐5667‐3218 WAYNE LN TYNER, BOBBIE JEAN
9484‐99‐5882‐3200 WAYNE LN TYNER, TIMMY & WIFE TERESA
9484‐99‐6025‐3302 WAYNE LN DAVIS, SHERMAN C
9484‐99‐6125‐3274 WAYNE LN DAVIS, SHERMAN CLEOVES
9484‐99‐6315‐3242 WAYNE LN DAVIS, SHERMAN C
9484‐99‐6515‐3232 WAYNE LN DAVIS, SHERMAN C
9484‐99‐6927‐0 WAYNE LN WOODS, GARY FREDERICK
9484‐99‐8109‐6150 SMITH ST DAVIS, SHERMAN
9484‐99‐8303‐3253 WAYNE LN LEBLANC, RETHA MCLAMB
9484‐99‐8533‐7144 BOAHN ST DAVIS, SHERMAN C JR & WIFE MARY T
9484‐99‐8938‐7120 RACEFAN RD DAVIS, SHERMAN C JR & WIFE MARY
9484‐99‐9313‐7141 BOAHN ST PARKER, JAMES A JR & WIFE LIND C/O KAREN NICHOLS
9484‐99‐9710‐3219 WAYNE LN AQUA NORTH CAROLINA
9484‐99‐9938‐7116 RACEFAN RD DAVIS, SHERMAN C JR & WIFE MARY
9485‐09‐1980‐9039 GALATIA CHURCH RD PARKER, DUNCAN B & WIFE
9485‐09‐5886‐9003 GALATIA CHURCH RD PARKER, ELLEN KOONCE
9485‐09‐6386‐0 GALATIA CHURCH RD PARKER, ELLEN KOONCE
PARCEL ID ADDRESS OWNER NAME
9485‐09‐8953‐8967 GALATIA CHURCH RD PARKER, DUNCAN B JR & WIFE JOHNA K
9485‐19‐0923‐8949 GALATIA CHURCH RD PARKER, DUNCAN B & WIFE SYLVIA DAVIS K & WIFE ELLEN K
9485‐19‐4147‐8909 GALATIA CHURCH RD GILLIS, JAMES W & WIFE WENDY C
9485‐19‐9322‐8743 STONEY POINT RD GILLIS, WILLIAM K
9485‐25‐3922‐2499 CELTIC DR GILLIS DEVELOPMENT CORP
9485‐25‐5923‐2491 CELTIC DR THOMAS, JAMES W & WIFE DEBBIE S
9485‐25‐6850‐7704 BORTHWICK DR GILLIS DEVELOPMENT CORP
9485‐25‐7621‐7712 BORTHWICK DR BREWINGTON, TONY A & WIFE MICHELE L
9485‐25‐8465‐7720 BORTHWICK DR MARBLE, ROBERT S & WIFE PRANHORM
9485‐25‐8599‐7716 BORTHWICK DR MARBLE, ROBERT S & WIFE PRANORM
9485‐25‐9158‐2498 CAITHNESS DR GILLIS DEVELOPMENT CORP
9485‐25‐9490‐7724 BORTHWICK DR BURKE, GREGORY B & WIFE SHANNON L
9485‐26‐1140‐3206 GILLIS HILL RD HOKE COUNTY
9485‐26‐4293‐2498 CELTIC DR JOHNSON, JOE A & WIFE PATRICIA E
9485‐26‐6247‐2494 CELTIC DR JONES, ERNEST W & WIFE CYNTHIA M
9485‐26‐7315‐0 CELTIC DR LEE, JOSEPH CLAUDE
9485‐26‐8100‐2487 CELTIC DR ROBINSON, CLARA B
9485‐26‐8323‐2486 CELTIC DR BALL, STEPHEN & WIFE KIMBERLY SEJAS
9485‐26‐9369‐2482 CELTIC DR PFAU, WILLIAM E & WIFE LYNDA S
9485‐27‐1543‐3039 GILLIS HILL RD MCINNIS, NEILL MALCOLM III
9485‐27‐6416‐3060 GILLIS HILL RD REYES, RUBEN D & WIFE RAQUEL A
9485‐27‐8669‐3042 GILLIS HILL RD MCINNIS, NEILL MALCOLM
9485‐28‐4636‐0 GILLIS HILL RD GILLIS, J MC N, MARY ALMA, MALCOLM D HEIRS ET AL
9485‐33‐7357‐4368 BAREFOOT RD RITTER, KENNETH CHARLES
9485‐33‐9436‐4350 BAREFOOT RD K AUTRY FAMILY LLC
9485‐34‐2425‐0 ? N/A RIDDLE, JOSEPH P III
9485‐34‐4216‐0 ? N/A AUTRY, VALERIE W TRUSTEE
9485‐34‐4850‐0 ? N/A ADKINS, FRED R III
9485‐34‐6329‐0 ? N/A AUTRY, VALERIE W TRUSTEE
9485‐34‐8741‐2602 ADKINS HILL DR ADKINS, FRED R III
9485‐34‐9005‐4258 BAREFOOT RD AUTRY, VALERIE W TRUSTEE
9485‐35‐0961‐7713 BORTHWICK DR MOORE, GREGORY & WIFE SHEILA
9485‐35‐1843‐7717 BORTHWICK DR LILLICH, TERENCE R & WIFE CYNTHIA J
9485‐35‐2279‐2495 CAITHNESS DR BARCLAY, ARTHUR C & WIFE SHERRIE L
9485‐35‐2671‐7725 BORTHWICK DR OLSEN, KATHY T & HUSBAND JOHN T
9485‐35‐2713‐7721 BORTHWICK DR NANCE, ROBERT EDWARD & WIFE JANICE ANN
9485‐35‐2954‐7712 GAELIC DR SCHOENBRINN, JEANETTE O & HUSBAND LARS
9485‐35‐3358‐2491 CAITHNESS DR GILLIS, JEFFREY MCNATT & WIFE MARY JESSICA
9485‐35‐3760‐2484 CAITHNESS DR OLAVARRIA, LYNN A & HUSBAND GEORGE
9485‐35‐3846‐7716 GAELIC DR MCKNIGHT, WILLIAM T & WIFE CATHERINE L
9485‐35‐4435‐2487 CAITHNESS DR LEWIS, CORRINE
9485‐35‐4757‐7720 GAELIC DR GARCIA, MARIA D
9485‐35‐5512‐2483 CAITHNESS DR GREEN, WADE H JR & WIFE SUN B
9485‐35‐5690‐2479 CAITHNESS DR PERRY, CYNTHIA V & HUSBAND RICKEY D
9485‐35‐5898‐7717 GAELIC DR MOODY, EVERETT L & WIFE BEULAH J
9485‐35‐5929‐7713 GAELIC DR GONZALEZ, JOSEPH M & WIFE BARBARA A
9485‐35‐6080‐0 N/A N/A ADKINS, JAMES A & WIFE
9485‐35‐6221‐2530 ADKINS HILL DR ADKINS, JAMES A
9485‐35‐6988‐2468 CAITHNESS DR RIEBE, GREGORY A & WIFE DEANNE M
9485‐35‐7721‐2473 CAITHNESS DR RUDOLPH, JULIAN & WIFE CHASSELLAR MOSS
9485‐35‐8062‐2524 ADKINS HILL DR CANNADY, JUDY A
9485‐35‐8719‐2467 CAITHNESS DR GAGNON, MARK W & WIFE SHARON
9485‐35‐8896‐2461 CAITHNESS DR HALL, HELGA
9485‐35‐9229‐2520 ADKINS HILL DR PRATT, JULIE
9485‐35‐9533‐7825 GAELIC DR COLE, LOUIS & WIFE DELOIS M
9485‐35‐9972‐2455 CAITHNESS DR SPURLIN, JOHN D & WIFE RAEANN
9485‐36‐0020‐7709 BORTHWICK DR HUNTER, JAMIKA D & HUSBAND MARLON
9485‐36‐0150‐7705 BORTHWICK DR YOUNG, JOE L & WIFE JOYCE M
PARCEL ID ADDRESS OWNER NAME
9485‐36‐0241‐7701 BORTHWICK DR MCLEAN, MARGARET T
9485‐36‐0473‐2478 CELTIC DR SPEJCHER, GREGORY P & WIFE SONYA B
9485‐36‐1265‐2477 CELTIC DR ROGERS, SHAWN SR
9485‐36‐1487‐2474 CELTIC DR MANUEL, LISA W & HUSBAND CARLOS L
9485‐36‐2034‐7708 GAELIC DR STEVENSON, MARK D
9485‐36‐2134‐7704 GAELIC DR PATTERSON, KENNY LAMAR & WIFE JANICE MARIE
9485‐36‐2288‐7700 GAELIC DR VALENTI, ANGELA R
9485‐36‐2591‐2470 CELTIC DR HARMON, ANTHONY RAY
9485‐36‐4150‐7709 GAELIC DR COUCHMAN, ERIC E & WIFE ILEANA
9485‐36‐4272‐7705 GAELIC DR HASSELL, PHILLIP ALLEN & WIFE JOEANN
9485‐36‐4355‐2467 CELTIC DR MCLAURIN, TONY A & WIFE ELLEN B
9485‐36‐4515‐2466 CELTIC DR CAMPBELL, JUSTIN S & KRISHAWN L HICKMAN
9485‐36‐5368‐7721 DUNDENNON DR KELLER, BEVERLY N
9485‐36‐5529‐2462 CELTIC DR TAYLOR, LARRY E & WIFE CAROLYN D
9485‐36‐6173‐7713 DUNDENNON DR SPARROW, BOBBIE A & HUSBAND DENNIS B
9485‐36‐6213‐7717 DUNDENNON DR CLAY, ALICE E
9485‐36‐6633‐2458 CELTIC DR REAVES, GENE & WIFE SANJUANITA R
9485‐36‐7086‐2460 CAITHNESS DR SMITH, ANNIE
9485‐36‐7386‐7716 DUNDENNON DR KOEHLER, JAMES L JR & SPOUSE BRITTA L
9485‐36‐7436‐2463 CELTIC DR MORRIS, WILMA
9485‐36‐7636‐2454 CELTIC DR POWELL, ALBERT J & WIFE DEBBIE W
9485‐36‐8259‐7712 DUNDENNON DR LOCKETT, AMY J & SPOUSE MICHAEL ALAN
9485‐36‐8469‐2459 CELTIC DR MCNALLY, DINH THI
9485‐36‐8740‐2450 CELTIC DR WILLIAMS, EZZARD
9485‐36‐9128‐2452 CAITHNESS DR FLEENOR, RICHARD E SR & WIFE LOUELLA
9485‐36‐9573‐2455 CELTIC DR HARTZOG, WALTER O & WIFE DONNA R
9485‐36‐9754‐2446 CELTIC DR WALKER, CARL EUGENE & WIFE WANDA ELEANOR
9485‐38‐0877‐0 GILLIS HILL RD GILLIS, MALCOLM HEIRS & JUDY GILLIS MCKETHAN
9485‐43‐1651‐4318 BAREFOOT RD K AUTRY FAMILY LLC
9485‐43‐2825‐4296 BAREFOOT RD K AUTRY FAMILY LLC
9485‐43‐4570‐4311 BAREFOOT RD MASON, EDDIE C & WIFE REEVIE L
9485‐43‐4996‐4274 BAREFOOT RD REESE, LEWIS OSBORNE JR
9485‐43‐5641‐4301 BAREFOOT RD LONG, LAWRENCE DEMONT LIFE ESTATE
9485‐43‐6480‐0 BAREFOOT RD MASON, REEVIE LONG
9485‐43‐6710‐4289 BAREFOOT RD CLICK, KENNY J & WIFE JUDY EPPS
9485‐43‐7843‐0 BAREFOOT RD CLICK, KENNY J & WIFE JUDY EPPS
9485‐43‐8598‐0 BAREFOOT RD CLICK, KENNY J & WIFE JUDY EPPS
9485‐44‐1909‐0 N/A N/A ADKINS, JAMES A & WIFE
9485‐44‐2556‐2606 ADKINS HILL DR TEW, TONYA RAGAN
9485‐44‐3940‐2586 ADKINS HILL DR RAGAN, CHARLES BILL & WIFE BRENDA LEE
9485‐44‐6989‐0 N/A N/A LINDSAY, DONALD CARMICHAEL JR & WIFE NANETTE T
9485‐44‐7854‐0 ? N/A LINDSAY, DONALD CARMICHAEL JR & WIFE NANETTE T
9485‐44‐9187‐4220 BAREFOOT RD BAREFOOT, ERNEST B & WIFE SHIRLEY L
9485‐45‐0157‐2548 ADKINS HILL DR ADKINS, JAMES LEE
9485‐45‐0336‐7816 GAELIC DR ACEBADO, GARY LEE
9485‐45‐0528‐7829 GAELIC DR TORRES, TITO ORTIZ
9485‐45‐0692‐7833 GAELIC DR PEREZ, GRISELDA
9485‐45‐0949‐NAD 2449 CAITHNESS DR SIMMONS, LARRY M & WIFE CAROLYN E
9485‐45‐1338‐7822 GAELIC DR HENLEY, JANEIA P
9485‐45‐1667‐7837 GAELIC DR LOMBARDO, ALLISON L
9485‐45‐2402‐7826 GAELIC DR MCKINLEY, JOEL A & WIFE LYNN
9485‐45‐2486‐7830 GAELIC DR HART, SCOTTY D & WIFE MARCY S
9485‐45‐2732‐7841 GAELIC DR BAKER, STEVEN JAMES
9485‐45‐3560‐7834 GAELIC DR SCHIESL, ELDON D
9485‐45‐3723‐7905 GAELIC DR REDMON, DAVID C & WIFE JESSICA M
9485‐45‐4544‐7904 GAELIC DR PAYNE, FRANCIS S & WIFE BETTY J
9485‐45‐4724‐7909 GAELIC DR GLANTON, SHELIA A
9485‐45‐5186‐2571 ADKINS HILL DR THOMAS, SUE P, IRIS P HERRING & HENDERSON C PORTER
PARCEL ID ADDRESS OWNER NAME
9485‐45‐5452‐0 ? N/A ADKINS, DOROTHY CHARLOTTE
9485‐45‐5528‐7908 GAELIC DR PICKNEY, PATRICK
9485‐45‐5881‐7915 GAELIC DR BAEZ, MAYEROS I
9485‐45‐6611‐7912 GAELIC DR GAITHER, KENNETH E & WIFE BARBARA B
9485‐45‐6695‐7916 GAELIC DR BADEN, DON C JR & WIFE GLORIA J
9485‐45‐6896‐7919 GAELIC DR REEVES, CRYSTAL L
9485‐45‐7679‐7920 GAELIC DR PUGSLEY, JAMES L & WIFE JULIA T
9485‐45‐7981‐7923 GAELIC DR HARRINGTON, ANTHONY EUGENE & WIFE DORLEEN
9485‐45‐8753‐7924 GAELIC DR WRAY, JASON M & WIFE JACQUELINE
9485‐45‐8966‐7927 GAELIC DR MANGAL, MARCELLUS ANTHONY & WIFE ORQUIDEA M
9485‐45‐9323‐2601 ADKINS HILL DR LINDSAY, DONALD CARMICHAEL JR & WIFE NANETTE T
9485‐45‐9737‐7928 GAELIC DR JOHNSON, ROBERT B JR & WIFE GWENDOLYN Y
9485‐45‐9978‐7933 GAELIC DR MILLER, RANDY & WIFE MOLLY
9485‐46‐0300‐2444 CAITHNESS DR WATSON, WILLIE JAMES & WIFE ALICE F
9485‐46‐0388‐2438 CAITHNESS DR MOORE, WILLIE CATHERINE
9485‐46‐0599‐2449 CELTIC DR SCRIVEN, JAMES A JR & WIFE BARBARA M
9485‐46‐0758‐2442 CELTIC DR SHUMAKE, HANSEL G & WIFE GERALDINE
9485‐46‐1025‐2443 CAITHNESS DR MCCLENAHAN, MICHAEL & WIFE CHANDRA
9485‐46‐1192‐2437 CAITHNESS DR CROCKETT, FELICIA A & HUSBAND ANTONIO D
9485‐46‐1487‐2430 CAITHNESS DR CARRINGTON, GARY D & WIFE SAMANTHA D
9485‐46‐2260‐2431 CAITHNESS DR DANZY, DEXTER DENARD
9485‐46‐2651‐2441 CELTIC DR SANTIAGO‐RIVERA, JOSE EDGARDO & LINA MARIA ESCOBAR‐ARAQUE
9485‐46‐2834‐2438 CELTIC DR AVILES‐LUGO, JORGE I & WIFE YVETTE AVILES
9485‐46‐3228‐2425 CAITHNESS DR MORRISON, YOLANDA
9485‐46‐3387‐2419 CAITHNESS DR SALLY, ELLIOTT C
9485‐46‐3766‐2430 CELTIC DR PARKER, BARBARA M
9485‐46‐4435‐2413 CAITHNESS DR LESTER, DOROTHEA M
9485‐46‐4584‐2405 CAITHNESS DR ALLEN, ANTHONY T & WIFE CLAUDINE S
9485‐46‐4817‐2344 CAITHNESS DR MICHALOWICZ, LUKASZ J & WIFE ELIZABETH A ROCKWELL
9485‐46‐4975‐2338 CAITHNESS DR DIAZ, MARIA DEL‐ROSARIO GUZMAN
9485‐46‐5632‐2345 CAITHNESS DR STUBBS, JAY MOULTRIE & WIFE MARY JO
9485‐46‐5791‐2341 CAITHNESS DR GILLIS DEVELOPMENT CORP
9485‐46‐6749‐2335 CAITHNESS DR GILLIS DEVELOPMENT CORP
9485‐46‐6898‐2329 CAITHNESS DR GILLIS DEVELOPMENT CORP
9485‐46‐7956‐2323 CAITHNESS DR SIMMONS, LAZARUS
9485‐47‐4430‐0 ? N/A GILLIS, MALCOLM D HEIRS & JUDY GILLIS MCKETHAN
9485‐47‐5062‐0 CAITHNESS DR GILLIS DEVELOPMENT CORP INC
9485‐48‐5435‐8544 STONEY POINT RD GILLIS, JOHN M JR, JAMES D, JOSEPH H SR & MARY G TURNER
9485‐50‐5841‐0 ? N/A WOOD, CLYDE T JR
9485‐51‐8897‐0 AMOUR DR WESTHAVEN HOMEOWNERS ASSOCIATION OF FAY INC
9485‐52‐3899‐8108 RAY RD COON, ADAM C & OMAYRA D
9485‐52‐8302‐8125 RAY RD YATES, STEVEN JAMES
9485‐53‐0826‐4211 BAREFOOT RD CLICK, JUDY EPPS & HUSBAND KENNY J
9485‐53‐1157‐8024 RAY RD LEE, LEBRON EDWARD
9485‐53‐1644‐0 N/A N/A CLICK, JUDY EPPS & HUSBAND KENNY J
9485‐53‐6851‐0 BAREFOOT RD CLICK, JUDY EPPS & HUSBAND KENNY J
9485‐54‐0459‐2660 ADKINS HILL DR BAREFOOT, ERNEST, JOHN GILBERT JAMES ALLEN & MARY B MERRITT
9485‐54‐5581‐4170 BAREFOOT RD GORDY, ANTHONY ADAM
9485‐54‐7404‐4148 BAREFOOT RD GOMEZ, PABLO SR & WIFE MARIA
9485‐54‐8199‐4141 BAREFOOT RD GREGG, RENATE
9485‐54‐8449‐4132 BAREFOOT RD BAREFOOT, ALFRED JR
9485‐54‐9585‐0 BAREFOOT RD MARTINEZ, JEANETTE BAREFOOT
9485‐55‐0810‐7932 GAELIC DR POINDEXTER, THEODORE & WIFE DELORES
9485‐55‐1034‐0 ? N/A LINDSAY, DONALD CARMICHAEL JR & WIFE NANETTE T
9485‐55‐1804‐7936 GAELIC DR ZIEGLER, ANDREW H JR & WIFE KATHLEEN E
9485‐55‐1888‐8004 GAELIC DR SAVOY, CHRISTOPHER & WIFE SHELLY M
9485‐55‐2962‐8008 GAELIC DR PENNINGTON, CHARLES E II
9485‐55‐3946‐8012 GAELIC DR CRUZ, VICTOR T & WIFE JILL K
PARCEL ID ADDRESS OWNER NAME
9485‐55‐5856‐0 ? N/A GILLIS, JOHN D SR & WILLIAM K
9485‐55‐7246‐0 ROCKFISH RD GILLIS, JOHN D & WILLIAM K
9485‐55‐7935‐0 ? N/A GILLIS, JOHN D & WILLIAM K
9485‐56‐0218‐0 N/A N/A GILLIS, JOSEPH HARMON & WIFE BETTY HYDE & JAMES D ET AL
9485‐56‐1046‐8006 GAELIC DR COGDELL, VANESSA I
9485‐56‐1833‐2319 CAITHNESS DR GILLIS DEVELOPMENT CORP
9485‐56‐2173‐8011 GAELIC DR DUNN, WILLARD JAMES JR & WIFE CONNIE PATTERSON
9485‐56‐4020‐8016 GAELIC DR MELVIN, PHYLLIS S
9485‐56‐4232‐8016 GAELIC DR MCDOUGALD, BRANDON A & WIFE TAMIKA N
9485‐56‐4788‐0 ROCKFISH RD GILLIS DEVELOPMENT CORP
9485‐56‐5004‐8020 GAELIC DR VALENTIN, LUIS A & WIFE ESTELA DELGADO
9485‐56‐5088‐8024 GAELIC DR MCBRIDE, RONALD J & WIFE ELSA J
9485‐56‐5227‐8025 GAELIC DR HAYES, GREGORY C
9485‐56‐6162‐8028 GAELIC DR MCBRIDE, RONALD J & WIFE ELSA J
9485‐56‐6363‐8037 GAELIC DR NIXON, QUINDA & HUSBAND MARVIN JR
9485‐56‐7191‐8036 GAELIC DR WALDRUP, RUTH E
9485‐56‐7465‐8291 STONEY POINT RD COOK, KAY LEE
9485‐56‐8375‐8043 GAELIC DR GILLIS DEVELOPMENT CORP
9485‐56‐9153‐8044 GAELIC DR PHILLIPS, DANIEL A & WIFE COURTNEY LEANN
9485‐57‐1251‐0 ? N/A GILLIS DEVELOPMENT CORP
9485‐61‐0037‐0 ? N/A WOOD, CLYDE T JR
9485‐61‐8189‐3450 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐61‐8289‐3446 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐61‐8490‐3442 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐61‐9500‐3438 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐61‐9620‐3434 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐61‐9741‐3430 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐61‐9978‐0 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐62‐9268‐0 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐62‐9551‐3400 AMOUR DR WESTHAVEN HOMEOWNERS ASSOCIATION OF FAY INC
9485‐62‐9661‐3364 AMOUR DR H&H CONSTRUCTORS INC
9485‐62‐9787‐3360 AMOUR DR CLARK, CHRISTOPHER A & WIFE KELLY P
9485‐63‐4214‐8022 RAY RD FISK, CHRISTOPHER J & WIFE MITZIE PENDER
9485‐63‐6448‐8012 RAY RD BUNNELL, LUCILLE A
9485‐63‐6760‐0 N/A N/A CULBRETH, SIDNEY BUNDY & WIFE SUE ELLEN
9485‐63‐7835‐0 ? N/A CULBRETH, SIDNEY BUNDY & WIFE SUE ELLEN
9485‐63‐8039‐8002 RAY RD RAY, JAMES A HEIRS & SHELVIE M
9485‐63‐8275‐8008 RAY RD RAY, JIMMY & WIFE CHRISTIE PEARCE
9485‐63‐8909‐0 ? N/A CULBRETH, SIDNEY BUNDY & WIFE SUE ELLEN
9485‐64‐1125‐4127 BAREFOOT RD TIGERT, BOBBY JR
9485‐64‐1782‐0 BAREFOOT RD GILLIS, JOHN D SR & WILLIAM K
9485‐64‐2269‐4105 BAREFOOT RD TIGERT, JAMES R, BOBBY JR, SHARON K BOBST ET AL
9485‐64‐4433‐4075 BAREFOOT RD CULBRETH, SIDNEY BUNDY & WIFE SUE ELLEN
9485‐64‐4609‐4074 BAREFOOT RD GILLIS, JOHN D SR & WILLIAM K
9485‐64‐4793‐0 BAREFOOT RD GILLIS, JOHN D SR & WILLIAM K
9485‐64‐6718‐4050 BAREFOOT RD YOUNG, ROLAND D JR & WIFE DIANE WEST
9485‐64‐7467‐4057 BAREFOOT RD SPORTS, ARMATHIA HEIRS
9485‐64‐7690‐4039 BAREFOOT RD DADETTO, WAYNE & WIFE PAMELA
9485‐64‐8904‐8117 STONEY POINT RD DAVIS, JUDY BAREFOOT C/O JUDY BAREFOOT CAMERON
9485‐64‐9115‐8069 STONEY POINT RD CULBRETH, SIDNEY BUNDY & WIFE SUE ELLEN
9485‐64‐9692‐4019 BAREFOOT RD DADETTO, WAYNE & WIFE PAMELA
9485‐65‐0986‐8239 STONEY POINT RD YOUNG, RONALD DALE JR, CHARLES FLOYD & ANTHONY CRAIG
9485‐65‐1707‐8205 STONEY POINT RD CANADY, DENNIS E
9485‐65‐4377‐8159 STONEY POINT RD RAY, JIMMY N
9485‐70‐0424‐0 ? N/A EDN VENTURES LLC
9485‐70‐4196‐7036 YOVEL DR HUGGINS, MICHAEL LEROY & WIFE ELIZABETH ANN
9485‐70‐6188‐7024 YOVEL DR HUGGINS, JOSEPH E
9485‐70‐7473‐3322 BRADDY RD JOHNSON, JOHN ALAN & WIFE LISA SIMMONS
PARCEL ID ADDRESS OWNER NAME
9485‐70‐7589‐3310 BRADDY RD JOHNSON, LYDIA B
9485‐70‐8139‐3336 BRADDY RD BOAHN, CLAUDIE L
9485‐71‐1129‐3449 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐71‐1239‐3445 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐71‐1349‐3441 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐71‐1479‐3437 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐71‐1599‐3433 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐71‐2628‐3429 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐71‐2748‐3425 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐71‐2878‐3421 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐71‐4763‐0 BRADDY RD CRUMPLER, DAYNE CAPPS
9485‐71‐7148‐3214 BRADDY RD FRANCO, MARCUS D & WIFE KIMBERLY A
9485‐71‐7444‐3190 BRADDY RD FONTANEZ, MEL & WIFE SVETLANA
9485‐71‐8346‐3192 BRADDY RD MONTOYA, EDWIN ALBERTO & WIFE NANCY J
9485‐71‐8604‐3188 BRADDY RD BETHUNE, TYRONE JR
9485‐71‐9538‐3186 BRADDY RD RUMPPE, HILLARY & SPOUSE DONALD
9485‐72‐0928‐3356 AMOUR DR WELCH, MARILYN J
9485‐72‐2159‐3413 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐72‐2341‐3409 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐72‐2422‐3405 AMOUR DR DUNGY, CHRISTINE A & SPOUSE JERALD C
9485‐72‐2509‐3363 AMOUR DR PATTON, ALISON LYNNE & HUSBAND PHILIP T
9485‐72‐2711‐3359 AMOUR DR LONG, RONALD & WIFE GEORGIA A
9485‐72‐2841‐3355 AMOUR DR DAVIS, LAURA E & HUSBAND JONAH L
9485‐72‐2991‐3351 AMOUR DR OTTERSBACH, MICHAEL ADAM & WIFE JULIANNE J
9485‐72‐3032‐3417 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐72‐3154‐0 AMOUR DR FLOYD PROPERTIES & DEV INC
9485‐72‐3672‐3424 BURBERRY DR PEROFETA, BURGIE & WIFE CORINNA
9485‐72‐4302‐3433 BURBERRY DR AKALAONU, OKECHUKWU & SPOUSE JASMINE
9485‐72‐4735‐3418 BURBERRY DR PARKER, JOANNE L
9485‐72‐4896‐3414 BURBERRY DR CONDRY, LINDSEY F & SPOUSE MATHEW M
9485‐72‐5328‐3429 BURBERRY DR PRIMOS, MARVIN L & WIFE KAVONNE Y
9485‐72‐5591‐3425 BURBERRY DR CARERROS, BROOK T
9485‐72‐5947‐3410 BURBERRY DR GILBERT, TERRY DUWAYNE JR & WIFE CHRISTY ANGELA
9485‐72‐6644‐3421 BURBERRY DR KELLAM, RAPHAEL A & WIFE CHRISTINE M
9485‐72‐7416‐0 KING RD CAPPS, ROBERT EARL
9485‐72‐7726‐3417 BURBERRY DR REYNOLDS, JONATHAN T & WIFE JANNA
9485‐72‐7887‐3413 BURBERRY DR ROYAL, BRYAN D & WIFE SHALONDA S
9485‐72‐8945‐3409 BURBERRY DR HARRIS, TONJA RAY & WIFE ROSHAWNDA L
9485‐73‐0078‐3352 AMOUR DR REISS, JEFFREY B & DEBRA M
9485‐73‐1106‐3348 AMOUR DR KIM, KASEY Y & SPOUSE TAE SUN
9485‐73‐1244‐3344 AMOUR DR CLARK, CHRISTOPHER O & WIFE TRACIE M
9485‐73‐1372‐3340 AMOUR DR CAPACETTI, CARLOS A & WIFE EDNA M
9485‐73‐2411‐3336 AMOUR DR HERT, BRANDON R & WIFE JENNIFER
9485‐73‐2449‐3332 AMOUR DR MCNEIL, DOUGLAS A JR & WIFE RAE ANN
9485‐73‐2587‐3328 AMOUR DR SMITH, JACQUELINE A & HUSBAND KENNETH
9485‐73‐3031‐3347 AMOUR DR TURNER, RICHARD P SR & WIFE DEIDRE N
9485‐73‐3180‐0 AMOUR DR CANODY, KIMBERLY I
9485‐73‐3616‐3324 AMOUR DR JOHNSON, TERRY & WIFE ELISE
9485‐73‐3745‐3320 AMOUR DR ATAKUZI, AZIZ & WIFE AMBER
9485‐73‐3894‐3316 AMOUR DR HURST, ANDY E & WIFE KARINA A
9485‐73‐4129‐0 AMOUR DR LEUSCHEL, DUSTIN L & WIFE EMILY MARIE
9485‐73‐4333‐3813 CHANTELLE DR DAILEY, AVERY J & WIFE MELANIE
9485‐73‐4962‐3312 AMOUR DR BLACKBURN, TODD V & WIFE SAMANTHA L
9485‐73‐5096‐3406 BURBERRY DR HOWZE, DENOIS DECAL & WIFE RONNETTA D
9485‐73‐5238‐3809 CHANTELLE DR QUINZY, RASHAWN J & WIFE ALEXANDRA M
9485‐73‐5521‐3812 CHANTELLE DR INGRAM, PAUL M & SPOUSE SHARON M
9485‐73‐5693‐3304 BURBERRY DR BARNSWELL, MELLISA TAMIKA & HUSBAND LARON D RUSSELL
9485‐73‐5954‐3308 AMOUR DR JACKSON, JAY C & WIFE NICHOLE M
PARCEL ID ADDRESS OWNER NAME
9485‐73‐6231‐3805 CHANTELLE DR SHAKIR, SHAHEED K & WIFE SHALENA L
9485‐73‐6468‐3808 CHANTELLE DR BROWN, CARROLL E JR & SPOUSE TAMU M
9485‐73‐6967‐3304 AMOUR DR H & H CONSTRUCTORS INC
9485‐73‐7115‐3801 CHANTELLE DR PAUL, PRINCY & HUSBAND ROBY
9485‐73‐7388‐3804 CHANTELLE DR TUCKER, DANIEL & WIFE JESSICA CHAMBERS
9485‐73‐7757‐0 ? N/A FLOYD PROPERTIES & DEV INC
9485‐73‐7959‐0 AMOUR DR WESTHAVEN HOMEOWNERS ASSOC OF FAY INC
9485‐73‐8092‐3405 BURBERRY DR CUNNINGHAM, DAMIEN M & WIFE TAISHEENA K
9485‐73‐8629‐3305 BURBERRY DR NORWOOD, DERON W & WIFE ROSETTA A PRATT‐NORWOOD
9485‐73‐8691‐3309 BURBERRY DR GARNER, MICHAEL JAMES & WIFE SARAH MARIE
9485‐73‐8837‐0 AMOUR DR WESTHAVEN HOMEOWNERS ASSOC OF FAY INC
9485‐73‐9140‐3401 BURBERRY DR VERZOLA, ETHAN J & WIFE MARIA T PERALTA‐VERZOLA
9485‐73‐9564‐3313 BURBERRY DR PACIFIC UNION FINANCIAL LLC
9485‐74‐1254‐8065 STONEY POINT RD HOBBS, MARILYN B
9485‐74‐1744‐8073 STONEY POINT RD DADETTO, WAYNE & WIFE PAMELA
9485‐74‐2424‐0 N/A N/A MASON, JOHN ALLEN
9485‐74‐2599‐0 ROCKFISH RD LEE, AVY JANE
9485‐74‐4325‐8035 STONEY POINT RD GALVANO, ANTHONY & WIFE LINDA DIANE
9485‐74‐5136‐8009 STONEY POINT RD STRAY, EDWIN F & WIFE
9485‐80‐0115‐3350 BRADDY RD KOONCE, MITCHEL DELANE & WIFE SHERRY RIDLEY
9485‐80‐0321‐3340 BRADDY RD KOONCE, MITCHEL DELANE & WIFE SHERRY RIDLEY
9485‐80‐2598‐3623 CAMSON RD SOLLISCH, JONATHAN & WIFE BERLIN
9485‐80‐3189‐3347 BRADDY RD EVANS, DAMIEN T & WIFE KAMILAH
9485‐80‐3491‐3325 BRADDY RD WILLIAMS, HELEN R
9485‐80‐3709‐0 CAMSON RD CASTLE HAYNE HOMES LLC
9485‐80‐4071‐3409 BRADDY RD PYO, KWON & WIFE CINDY
9485‐80‐4556‐3617 CAMSON RD OWENS, KRISTA JOY & TONY M
9485‐80‐4812‐3622 CAMSON RD FAIRCLOTH, SAMUEL P & WIFE LAURA B
9485‐80‐4907‐3233 BRADDY RD POWERS, TIMOTHY D & WIFE LISA D
9485‐80‐5357‐3335 BRADDY RD GARRETT, BRANDON THOMAS & WIFE CINDY J
9485‐80‐5707‐3616 CAMSON RD GUY, IAN & DETRIUS
9485‐80‐5981‐3608 CAMSON RD LOCKMAN, MICHAEL W
9485‐80‐6211‐3341 BRADDY RD BERNARDINO, VINCE G & WIFE BONNIE L
9485‐80‐6507‐3613 CAMSON RD BURNS, CHARLES C & WIFE AMY M
9485‐80‐7323‐3339 BRADDY RD SMITH, ROBERT R
9485‐80‐7610‐3609 CAMSON RD CRESON, CODY A & WIFE BROOKE E
9485‐80‐7735‐3605 CAMSON RD ELLIS, BARRY L & WIFE MAZIE LOUISE
9485‐80‐7901‐3604 CAMSON RD MCFERSON, DIMON TODD
9485‐80‐9525‐6921 LUPIN DR DAVIS, SHERMAN JR & WIFE MARY
9485‐80‐9730‐6920 LUPIN DR DAVIS, SHERMAN JR & WIFE MARY
9485‐81‐0220‐3200 BRADDY RD WEISHMAN, VIVIAN M & SEAN A
9485‐81‐0842‐3154 BRADDY RD MCRAE, MONICA A & HUSBAND ROY E
9485‐81‐1438‐3182 BRADDY RD BITTLE, JERRY & WIFE STEPHANIE
9485‐81‐1654‐3168 BRADDY RD MAYNOR, ERNEST JR & WIFE LAURA CLARK
9485‐81‐4428‐0 BRADDY RD IVEY, TERRY ALLEN
9485‐81‐5232‐3191 BRADDY RD GREYSHOCK, DAVID L & WIFE NICOLE G
9485‐81‐8101‐0 BRADDY RD NEWTON, NANCY
9485‐82‐1166‐3120 BRADDY RD AUGUSTIN, KELLY JO & HUSBAND STANLEY J JR
9485‐82‐1896‐7858 RAY RD LINDSAY, DONALD CARMICHAEL JR & WIFE NANETTE T ET AL
9485‐82‐2595‐3116 BRADDY RD GRAFALS, GILBERTO & WIFE ELSA
9485‐82‐3013‐3126 BRADDY RD BRAZOBAN, KINSEY M
9485‐82‐5620‐3042 BRADDY RD MELTON, JANICE GARVEY
9485‐82‐9849‐3013 BRADDY RD JACKSON, BARBARA STEPHENS
9485‐83‐0107‐3329 BURBERRY DR CAVINESS & CATES BUILDING & DEVELOPMENT CO
9485‐83‐0257‐3325 BURBERRY DR GORMAN, ROBERT E JR & WIFE HEATHER D
9485‐83‐0447‐3317 BURBERRY DR DIEGUE, FRANTCY & WIFE DELIA ANN
9485‐83‐1307‐3321 BURBERRY DR H&H CONSTRUCTORS OF FAY LLC
9485‐83‐3863‐7843 STONEY POINT RD LINDSAY, DONALD CARMICHAEL JR & WIFE NANETTE T ET AL
PARCEL ID ADDRESS OWNER NAME
9485‐83‐6092‐7814 RAY RD HOWELL, RONALD LEE & WIFE SANDRA E
9485‐90‐0074‐0 N/A N/A WOODS, PHILLIP MARTIN SR & MILLIECENT COOPER
9485‐90‐1565‐6915 LUPIN DR DAVIS, SHERMAN JR & WIFE MARY
9485‐90‐1760‐6914 LUPIN DR DAVIS, SHERMAN JR & WIFE MARY
9485‐90‐2313‐3130 WAYNE LN JEN, FEDERICO & WIFE ROSITA
9485‐90‐2913‐0 ? N/A JOHNSON, DAPHNE C
9485‐90‐3554‐6909 LUPIN DR DAVIS, SHERMAN JR & WIFE MARY
9485‐90‐3669‐6910 LUPIN DR DAVIS, SHERMAN JR & WIFE MARY
9485‐90‐4047‐3160 WAYNE LN WOODS, JERRY WILSON JR & WIFE JEANNIE LYNN
9485‐90‐5554‐6901 LUPIN DR DAVIS, SHERMAN JR & WIFE MARY
9485‐90‐5649‐6900 LUPIN DR DAVIS, SHERMAN JR & WIFE MARY
9485‐90‐6018‐3156 WAYNE LN WOODS, GARY FREDERICK
9485‐90‐9305‐3125 WAYNE LN DAVIS, SHERMAN C JR & MARY T
9485‐90‐9951‐3091 WAYNE LN DAVIS, SHERMAN
9485‐91‐1351‐3183 BRADDY RD IVEY, TERRY ALLEN
9485‐91‐7861‐7667 STONEY POINT RD SCHULTZ, WILLIAM F JR & SHIRLEY ANN BAKER HEIRS
9485‐91‐9971‐0 ROCKFISH RD AUTRY, JAMES JULIAN JR & CONSTANCE AUTRY BAXLEY
9485‐92‐0061‐0 BRADDY RD OWEN, CLYDE L HEIRS
9485‐92‐0769‐7767 STONEY POINT RD HATTO, HASAN M
9485‐92‐2720‐7763 STONEY POINT RD ERICKSON, JODY
9485‐92‐3671‐7755 STONEY POINT RD TIGHE, EDWARD S III & WIFE SUSAN L
9485‐92‐5540‐0 ROCKFISH RD PAUL, WILLIAM J & WIFE BILLIE J
9485‐92‐9110‐7647 STONEY POINT RD BAXLEY, BRANDON SCOTT & BARRETT CHRISTIAN
9486‐02‐5503‐9202 STONEY POINT RD GILLIS, MALCOLM D HEIRS & JUDY GILLIS MCKETHAN
9486‐10‐2222‐0 ? N/A GILLIS, MALCOLM D HEIRS & JUDY GILLIS MCKETHAN
9494‐08‐0411‐8246 KING RD MCMILLAN, ANDREW F & WIFE RANDAYLE C
9494‐08‐0515‐0 ? N/A DAVIS, SHERMAN C
9494‐08‐0686‐6419 SHERMAN DR DAVIS, SHERMAN C
9494‐08‐0883‐6418 SHERMAN DR DAVIS, SHERMAN C
9494‐08‐0968‐6123 SMITH ST DAVIS, SHERMAN C
9494‐08‐1498‐8224 KING RD WEBER, DONALD P
9494‐08‐1785‐6403 SHERMAN DR DAVIS, SHERMAN
9494‐08‐1969‐6117 SMITH ST DAVIS, SHERMAN C
9494‐08‐2959‐6109 SMITH ST DAVIS, SHERMAN C
9494‐08‐3936‐8210 KING RD HALL, GILBERT L
9494‐08‐4576‐8158 KING RD HALL, GILBERT L
9494‐08‐4769‐8164 KING RD HALL, GILBERT L
9494‐08‐4781‐8160 KING RD HALL, GILBERT L
9494‐08‐4847‐8200 KING RD HALL, GILBERT L
9494‐08‐6614‐8156 KING RD HALL, GILBERT L
9494‐08‐6738‐8152 KING RD HALL, GILBERT L
9494‐08‐6848‐8146 KING RD HALL, GILBERT L
9494‐08‐6948‐8144 KING RD HALL, GILBERT L
9494‐08‐8716‐8130 KING RD EDWARDS, LEOLA Q LIFE ESTATE C/O RITA L COTTLE
9494‐09‐0280‐6106 SMITH ST DAVIS, SHERMAN C
9494‐09‐0323‐7125 BOAHN ST MCLEAN, FREDDIE J & WIFE KANICE D
9494‐09‐0513‐7124 BOAHN ST DAVIS, SHERMAN C JR & WIFE MARY T
9494‐09‐0938‐7112 RACEFAN RD DAVIS, SHERMAN C JR & WIFE MARY
9494‐09‐1334‐7111 BOAHN ST SAXON, MARY ANN BERBERICK LIFE ESTATE
9494‐09‐1533‐7112 BOAHN ST DAVIS, SHERMAN C JR & WIFE MARY T
9494‐09‐1720‐7109 RACEFAN RD DAVIS, SHERMAN C JR & WIFE MARY
9494‐09‐1948‐7108 RACEFAN RD DAVIS, SHERMAN C JR & WIFE MARY
9494‐09‐2344‐7111 BOAHN ST SAXON, MARY ANN BERBERICK LIFE ESTATE
9494‐09‐2544‐7104 BOAHN ST DAVIS, SHERMAN C JR & WIFE MARY T
9494‐09‐2741‐7105 RACEFAN RD DAVIS, SHERMAN C JR & WIFE MARY
9494‐09‐2949‐7100 RACEFAN RD DAVIS, SHERMAN C JR & WIFE MARY
9494‐09‐3036‐8212 KING RD HALL, GILBERT L
9494‐09‐3139‐8214 KING RD HALL, GILBERT L
PARCEL ID ADDRESS OWNER NAME
9494‐09‐4711‐7485 GLEN RAVEN DR NAPOLI, ANDREW & WIFE MARIA
9494‐09‐6183‐8142 KING RD HALL, GILBERT L
9494‐09‐7426‐3514 DUNDLE RD LINDSAY, CELENA P
9494‐09‐7982‐7453 GLEN RAVEN DR QUICK, LACY M & WIFE DOROTHY O
9494‐09‐8010‐8126 KING RD EDWARDS, LEOLA Q LIFE ESTATE C/O RITA L COTTLE
9494‐09‐8114‐8122 KING RD EDWARDS, LEOLA Q LIFE ESTATE C/O RITA L COTTLE
9494‐09‐9677‐0 DUNDLE RD QUICK, LACY
9494‐18‐0708‐8118 KING RD EDWARDS, LEOLA Q LIFE ESTATE C/O RITA L COTTLE
9494‐18‐0933‐3572 DUNDLE RD EDWARDS, RICHARD M & ROSA G
9494‐18‐2813‐8048 KING RD STOUDT, DONALD R JR & WIFE SHIRLEY M
9494‐18‐3809‐8038 KING RD STOUDT, DONALD R JR & WIFE SHI
9494‐18‐4900‐8030 KING RD PIERRO, JAMES W & WIFE AMANDA G
9494‐18‐5947‐8012 KING RD KUMAR, BELLA
9494‐19‐0075‐3560 DUNDLE RD DEES, ALLEN L & WIFE LONA E
9494‐19‐0139‐3550 DUNDLE RD DEES, ALLEN L & WIFE LONA E
9494‐19‐0796‐3496 DUNDLE RD QUICK, LACY M & WIFE DOROTHY M
9494‐19‐1317‐3526 DUNDLE RD SESSOMS, GLORIA MARLENE & LACY M & RAYBOURN F QUICK
9494‐19‐1848‐3484 DUNDLE RD QUICK, LACY M
9494‐19‐3251‐3529 DUNDLE RD MT CALVARY BAPTIST CHURCH TRUSTEES
9494‐19‐4495‐3515 DUNDLE RD BOWEN, DAVID L
9494‐19‐4671‐3495 DUNDLE RD HERRON, CARMEN & HUSBAND MARK
9494‐19‐5532‐3507 DUNDLE RD DEJESUS, EDGAR R & WIFE JUDY G
9494‐19‐5712‐3489 DUNDLE RD DAVIS, TIMOTHY M & WIFE ANDREA H
9494‐19‐5845‐3477 DUNDLE RD WHITEHEAD, RONALD W JR & WIFE JOY L
9494‐19‐7662‐7351 STONEY POINT RD WHITEHEAD, RONALD W JR
9494‐19‐7990‐0 STONEY POINT RD BLESSED OASIS PET RESORT LLC
9494‐19‐9124‐7974 KING RD HALL, LISA S
9494‐28‐1918‐7958 KING RD MIDDLETON, JAMES & WIFE SHARON
9494‐28‐2922‐0 KING RD MCMILLAN, JAMES CLEVELAND & WIFE DEMOSTHESE K
9494‐28‐3849‐7938 KING RD MCMILLAN, JAMES CLEVELAND & WIFE DEMOSTHESE K
9494‐28‐4876‐7916 KING RD GRADY, HAROLD G & WIFE LINDA K
9494‐28‐5884‐0 KING RD GRADY, HAROLD G & WIFE LINDA K
9494‐28‐6890‐7896 KING RD ANDERSON, MARK H & WIFE LORI L
9494‐28‐8738‐7876 KING RD BARBOUR, JUDY F LIFE ESTATE
9494‐28‐8998‐7013 PLEASANT ST HACKETT, LISA THOMSON & HUSBAND TYLER JOEL
9494‐28‐9875‐7866 KING RD HAVEMANN, ANN B
9494‐29‐1538‐7053 CREST ST LEE, WARREN L & WIFE PATRICIA B
9494‐29‐1808‐7325 STONEY POINT RD POPE, ROGER D & WIFE MARGARET A
9494‐29‐2204‐7043 CREST ST SMITH, ELLA ROSE H
9494‐29‐2463‐7049 CREST ST SMITH, ELLA ROSE H
9494‐29‐3131‐7037 PLEASANT ST HULON, RAYMOND B & WIFE DEBORAH E
9494‐29‐3717‐7309 STONEY POINT RD BROWN, LESLIE LAMONT & WIFE DEBRA F
9494‐29‐4009‐0 PLEASANT ST HULON, RAYMOND B & WIFE DEBORAH E
9494‐29‐4335‐7040 PLEASANT ST KOESTER, MARK K & SPOUSE TAMMIE
9494‐29‐4624‐0 ? N/A W T BARBOUR TRUST
9494‐29‐5017‐7033 PLEASANT ST ENDRIGA, FERNANDO J & WIFE KATHERINE M H
9494‐29‐5342‐7036 PLEASANT ST HECKE, ARTHUR E JR & WIFE CONSTANCE J
9494‐29‐5578‐7227 STONEY POINT RD ALLEN, CALVIN JACKSON
9494‐29‐5909‐0 ROCKFISH RD DEES, ALLEN
9494‐29‐6073‐7023 PLEASANT ST DUROCHER, ROBERT STEVEN & WIFE NANETTE SUE
9494‐29‐6877‐0 ROCKFISH RD DEES, ALLEN
9494‐29‐7022‐7017 PLEASANT ST DUROCHER, ROBERT STEVEN & WIFE NANETTE SUE
9494‐29‐7253‐7030 PLEASANT ST NATALE, LAWRENCE A & WIFE MARY E
9494‐29‐8389‐7259 STONEY POINT RD WITIAK, ROSE M
9494‐29‐9860‐0 ROCKFISH RD JOHNSON, JANIE S
9494‐38‐1706‐7854 KING RD BLACKWOOD, LEWIS G & WIFE DIAN
9494‐38‐3609‐7838 KING RD LEE, GARY EDWARD
9494‐38‐4683‐3216 MESQUITE DR MCEVERS, MATTHEW A & WIFE WENDY E
PARCEL ID ADDRESS OWNER NAME
9494‐38‐5812‐3214 MESQUITE DR GIBSON, BRENDA SUE HOPKINS & HUS MILTON T
9494‐38‐6597‐3215 MESQUITE DR HAYES, JIMMY
9494‐38‐6979‐7203 STONEY POINT RD SKONIECKI, ANTEK F
9494‐38‐8534‐7746 KING RD BROWN, PHYLLIS CAROLYN
9494‐38‐8702‐3213 MESQUITE DR BERG, CAREY D
9494‐38‐8930‐7197 STONEY POINT RD KLINGER, MATTHEW M & WIFE JULIE E
9494‐38‐9582‐7730 KING RD WILLIAMSON, RUSSELL S
9494‐38‐9853‐7189 STONEY POINT RD WITT, KENDA L & HUSBAND HERBIE
9494‐39‐0186‐7010 PLEASANT ST WOJTAL, TROY S & TAMARA C
9494‐39‐0618‐7262 STONEY POINT RD CHOUINARD, AMY
9494‐39‐1268‐7243 STONEY POINT RD CLOUSTON, JAMES D
9494‐39‐2062‐7000 PLEASANT ST STONEY POINT FIRE DEPT INC
9494‐39‐2296‐0 ROCKFISH RD CLOUSTON, JAMES D
9494‐39‐2618‐7256 STONEY POINT RD CHURCH, PAUL D & WIFE BOONLONG
9494‐39‐2939‐5623 WESTBRANCH DR JOHNSON, JANIE S
9494‐39‐3262‐7221 STONEY POINT RD STONEY POINT VOLUNTEER FIRE DE
9494‐39‐3570‐7236 STONEY POINT RD DELIGIO, BRENDAN & WIFE WENDY
9494‐39‐4141‐7221 STONEY POINT RD STONEY POINT VOL FIRE DEPT INC
9494‐39‐5076‐7209 STONEY POINT RD JOHNSON, FREDDY L & WIFE CLARK
9494‐39‐5334‐0 N/A N/A MARTIN, D GREGG & WIFE JULIE S ETAL
9494‐39‐5527‐3122 HERON LAKE CT MCNEIL, BONITA F
9494‐39‐6448‐0 N/A N/A MARTIN, D GREGG & WIFE JULIE S ETAL
9494‐39‐6654‐3118 HERON LAKE CT MACKEY, JONATHAN
9494‐39‐7207‐3198 BITTERSWEET DR NICHOLS, BENJAMIN E & WIFE PATRICIA A
9494‐39‐8451‐3194 BITTERSWEET DR HUCULAK, KENNETH L & WIFE CYNTHIA L
9494‐39‐9766‐3100 HERON LAKE CT JACOBS, GILBERT & SPOUSE ROBIN CANDIDO
9494‐48‐0764‐7179 STONEY POINT RD HUGHES, EMMA R
9494‐48‐1428‐7714 KING RD PIERCE, SHERRY JANE & ANDY R PALMA
9494‐48‐2463‐7700 KING RD SHEPARD, DANIEL L & WIFE TINA
9494‐48‐2608‐7169 STONEY POINT RD NGUYEN, TIN THANH & WIFE TRANG NGOC PHAM
9494‐48‐3631‐7155 STONEY POINT RD GAINES, KATRINA
9494‐48‐4329‐7654 KING RD MCDONALD, THOMAS WAYNE & WIFE PATRICIA H
9494‐48‐4584‐7143 STONEY POINT RD HATHAWAY, DAVID L & WIFE HAENG D
9494‐48‐4960‐6908 TAYBERRY CT HOCKENBERRY, CHRISTOPHER D & WIFE CATINA M
9494‐48‐5393‐7634 KING RD PAUL, WILLIAM J & WIFE BILLIE J
9494‐48‐6456‐7127 STONEY POINT RD FELIPE‐GONZALEZ, CHRISTINE & SPOUSE GUILLERMO GONZALEZ
9494‐48‐6739‐7142 STONEY POINT RD DRIGGERS, CLEMMIE E HEIRS
9494‐48‐7287‐0 KING RD PAUL, WILLIAM J & WIFE BILLIE J
9494‐48‐8337‐7109 STONEY POINT RD PAUL, WILLIAM JEFFREY & WIFE BILLIE J
9494‐48‐8710‐6916 TAYBERRY CT BULLARD, TONY SCOTT & WIFE TAMARA TEW
9494‐48‐9968‐6917 TAYBERRY CT JERNIGAN, JOETTA MARIE & HUSBAND JAMES W
9494‐49‐0029‐3199 BITTERSWEET DR PUCZYLOWSKI, STEPHEN
9494‐49‐0523‐3190 BITTERSWEET DR RAY, KENNETH E & WIFE PATSY
9494‐49‐1254‐3195 BITTERSWEET DR RILEY, KENNETH W & WIFE ROSA M
9494‐49‐2072‐6904 TAYBERRY CT PARKS, KING O & WIFE LATONIA M
9494‐49‐2601‐3186 BITTERSWEET DR CACERES, JORGE L JR & WIFE KIMALEY S
9494‐49‐3398‐3187 BITTERSWEET DR MCCROAN, DONALD DRUE & WIFE HEATHER
9494‐49‐3895‐3178 BITTERSWEET DR WILLIAMS, MELROSE W
9494‐49‐5214‐6905 TAYBERRY CT WM KENT PIERCE INC
9494‐49‐5590‐3183 BITTERSWEET DR BERTSCH, AMANDA FAITH & HUSBAND KORY A
9494‐49‐5687‐0 N/A N/A WENDOVER PLACE HOMEOWNERS ASSOCIATION INC
9494‐49‐6051‐0 TAYBERRY CT WENDOVER PLACE HOMEOWNERS ASSOCIATION INC
9494‐49‐6165‐6909 TAYBERRY CT MILLER, JEFFREY M & WIFE DANIELLE GREEN
9494‐49‐7368‐6914 EDELWEISS PL STANLEY, RICHARD KING SR & WIFE CATHY JO
9494‐49‐7771‐3175 BITTERSWEET DR BULLARD, BRENDA
9494‐49‐8017‐6913 TAYBERRY CT CONNOR, EDWARD D III & WIFE ANGELA M
9494‐49‐8980‐3167 BITTERSWEET DR MILLER, ROBERT GREGORY & WIFE DENISE MICHELLE
9494‐49‐9237‐6920 EDELWEISS PL BEARD, BOBBY G & WIFE MARGARET D
PARCEL ID ADDRESS OWNER NAME
9494‐58‐0508‐6920 TAYBERRY CT MORGAN, MICHAEL JAMES
9494‐58‐1931‐6921 TAYBERRY CT PIERCE, WILLIAM KENT & WIFE SHERRI H
9494‐58‐2398‐7496 ROCKFISH RD CVS 6633 NC LLC
9494‐58‐2768‐6925 TAYBERRY CT TERRY, STEPHEN G & WIFE ANNE S
9494‐59‐0614‐6913 EDELWEISS PL TAYLOR, ALFRED EUGENE JR & WIFE DIANE SCOTT
9494‐59‐1164‐6924 EDELWEISS PL WILLIAMS, MATTHEW WHITAKER & WIFE SHERRY ADAMS
9494‐59‐1578‐6917 EDELWEISS PL DOWNIE, CHARLES P & WIFE STEPHANY D
9494‐59‐1922‐3163 BITTERSWEET DR TAYLOR, ALFRED EUGENE & WIFE
9494‐59‐2343‐6921 EDELWEISS PL POSADA, CARLOS ERNESTO & WIFE YANETH MORENA
9495‐00‐1137‐0 ? N/A DAVIS, SHERMAN C JR & WIFE MARY T
9495‐00‐1352‐3135 WAYNE LN WOODS, WILLIAM DAVID & CAROLYN DENISE
9495‐00‐1592‐7531 GLEN RAVEN DR DAVIS, SHERMAN C & WIFE MARY T
9495‐00‐2745‐7536 GLEN RAVEN DR ROHRBECK, PATSY LARUE & HUSBAND ROBERT HOWARD
9495‐00‐3153‐7050 RACEFAN RD NAPOLI, ANDREW V & WIFE MARIA A MULLINS
9495‐00‐3765‐7520 GLEN RAVEN DR DAVIS, GLENN E
9495‐00‐3942‐3065 LAVERNE DR POWELL, JAN LA VERNE
9495‐00‐4141‐0 GLEN RAVEN DR NORTHWEATHER, JESSE D & WIFE PETRA L
9495‐00‐4402‐7493 GLEN RAVEN DR NAPOLI, ANDREW V & WIFE MARIA A MULLINS
9495‐00‐5099‐7481 GLEN RAVEN DR NAPOLI, ANDREW V & WIFE MARIE A MULLINS
9495‐00‐6527‐7482 GLEN RAVEN DR DAVIS, GLENN E
9495‐00‐6837‐7481 STONEY POINT RD SCHULT, JOEL NICHOLAS
9495‐00‐8708‐0 ? N/A SCHULT, JOEL NICHOLAS
9495‐00‐9268‐7462 GLEN RAVEN DR COMMUNITY PENTECOSTAL CHURCH TRUSTEES
9495‐00‐9919‐7475 STONEY POINT RD SCHULT, JOEL NICHOLAS
9495‐01‐0726‐0 ROCKFISH RD AUTRY, JAMES J JR & WIFE TERES
9495‐01‐1581‐7575 STONEY POINT RD TURNER, LISA
9495‐01‐3087‐3054 LAVERNE DR POWELL, JAN LAVERNE
9495‐01‐3295‐3040 LAVERNE DR POWELL, JAN LAVERNE
9495‐01‐6256‐7515 STONEY POINT RD CHAUDHURI INVESTMENTS
9495‐01‐7011‐7487 STONEY POINT RD SINGER, STORMY MICHELE & LOGAN RYAN
9495‐10‐0946‐7475 STONEY POINT RD JACKSON, J L JR
9495‐10‐1488‐3446 DUNDLE RD RIDDLE WEST LLC
9495‐10‐1836‐7453 STONEY POINT RD SMITH, NEIL J
9495‐10‐2006‐0 DUNDLE RD QUICK, DOROTHY M
9495‐10‐2718‐7437 STONEY POINT RD SMITH, NEIL J
9495‐10‐5082‐3459 DUNDLE RD DAVIS, TIMOTHY M & WIFE ANDREA H
9495‐10‐6231‐3439 DUNDLE RD LIEBERS, CHARLES EDWIN & WIFE
9495‐10‐6440‐7383 STONEY POINT RD DHARMSIKH REALTY LLC
9495‐10‐8581‐7376 STONEY POINT RD BURNS, KAZI HASIBA
9495‐20‐0333‐7352 STONEY POINT RD TODD, JOHNNY R
9495‐20‐1216‐7344 STONEY POINT RD DAVIS, DONALD RAY
9495‐20‐1462‐5644 TOGGEL AVE SEEFELDT, ROBERT A JR
9495‐20‐2146‐7332 STONEY POINT RD RYAN, JOSHUA & WIFE ERIN ELYSE
9495‐20‐2521‐5632 TOGGEL AVE CALLAHAN, JAMES ROBERT & WIFE REBECCA CARLENE
9495‐20‐2589‐5622 TOGGEL AVE LONG, AMANDA R & HUSBAND JAMES C
9495‐20‐3130‐7324 STONEY POINT RD DAVIS, TIMOTHY R & WIFE CINDY L
9495‐20‐3287‐5643 TOGGEL AVE PATE, JULIA F
9495‐20‐3647‐5612 TOGGEL AVE BULLOCK, KEITH B
9495‐20‐4024‐7314 STONEY POINT RD DEES, ALLEN
9495‐20‐4863‐5600 TOGGEL AVE ATWOOD, PHILLIP WAYNE
9495‐20‐5145‐5649 TOGGEL AVE PATE, JULIA FISHER
9495‐20‐5357‐5613 TOGGEL AVE GREEN, KAREY T & WIFE SHINETA L
9495‐20‐6841‐5601 TOGGEL AVE HARRIS, MILES LEE JR
9495‐20‐7060‐5650 WESTBRANCH DR WILLIAMS, DANIEL W & WIFE KAREN L
9495‐20‐7675‐5605 TOGGEL AVE NAGY, BENJAMIN ALEX & WIFE DIANA MARIA
9495‐20‐8233‐5604 WESTBRANCH DR DOYLE, TERRY C & WIFE DONNA MARIE
9495‐20‐9174‐5608 WESTBRANCH DR PLUMMER, DONALD W & WIFE ROSEMARY I
9495‐20‐9402‐5600 WESTBRANCH DR RAY, ALAN W
PARCEL ID ADDRESS OWNER NAME
9495‐30‐0531‐5603 WESTBRANCH DR RAY, ALAN
9495‐30‐1286‐5605 WESTBRANCH DR PROCTER, FALLON L & WIFE KENYA L
9495‐40‐5110‐3174 BITTERSWEET DR GORE, CHARLES A & WIFE JUDITH H
9495‐40‐6213‐0 BITTERSWEET DR BULLARD, E CLAY & WIFE MARSHA T
9495‐40‐8208‐3166 BITTERSWEET DR BULLARD, EDGAR CLAY & WIFE MARSHA T
9495‐50‐0278‐3162 BITTERSWEET DR FLEMING, LAWRENCE D
DWR Pre-Fil ing Meeting Req u est Form
ID#*Ve rsion *
Re gional Office *
Re v ie we r List *
Contact Name *
Contact Email Addre ss *
Proje ct Name *
Proje ct Owne r *
Proje ct County *
Owne r Addre ss:
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low.*
Please give a couple of dates you are available for a meeting.
20210182 1
Fayetteville Regional Office - [phone]
Chad Turlington
Pre-Filing Me eting Reque st submitte d 1/27/2021
Dan Zurlo
[e-mail]
Area 32 East Section I-II
Fayetteville Public Works Commission
Cumberland
City
Charlotte
State / Province / Region
NC
Postal / Zip Code
28208
Country
USA
Street Address
1213 W Morehead St.
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
No
Upgrades to sewer system in Fayetteville the area of Stoney Point Rd
between Lakewood Dr and Donnie Mae Rd (see attached vicinity
figure).
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Signature
Submittal Date
2/17/2021
2/16/2021
Fayetteville Annexation Vicinity Map.pdf 2.5MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:

· This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
· I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
· I also understand that DWR is not required to respond or grant the meeting request.

Your project’s thirty-day clock started upon receipt of this application.  You will receive notification regarding meeting location
and time if a meeting is necessary.  You will receive notification when the thirty-day clock has expired, and you can submit an
application.
1/27/2021