20140782 Ver 2_401 Application_20150315

- - - - -- — - - - --
I•
ive]r ENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS
& ASSOCIATES, INC
LETTER OF TRANSMITTAL
To NCDENR - DWR
401 Buffer & Permitting Unit
1601 Mail Service Center
Raleigh, NC 27699
GENTLEMEN
WE ARE SENDING YOU
( ] Shop Drawings
[ ] Copy of letter
Date
Job No
'March 16, 2015 2014158 D
ATTENTION
I
SUBJECT
River Branch Phase 3 1
Wetland Impacts j
Simpson, NC
[X] Attached [ ] Under separate cover via US Mail
[ ] Prints [ ] Plans [ ] Samples [ ] Specifications
[ ] Change order [ ] Other
the following items
COPIES
DATE
I— No
DESCRIPTION
5
Pre - Construction Notification
1
I
A -223 -X
Wetland Impact Map
1
I
Wetland Delineation Map
1
I
NCEEP Payment Acceptance Letter
1
Application Fee (Check in the amount of $240 00)
THESE ARE TRANSMITTED as checked below
[ ] For approval
[ ] For your use
[ ] As requested
[X] For review and comment
REMARKS
[ ] Approved
[ ] Approved as noted
[ ] Disapproved
[ ] Other
COPY TO
If enclosures are not as noted, kindly notes us at once
[ ] Resubmit copies for approval
[ ] Submit copies for distribution
[ ] Return corrected prints
With best regards,
SIGNED
Tommie L. Little, III, E.I.
tlittle @riversandassociates com
107 E Second Street, Greenville, NC 27858 ■ PO Box 929, Greenville, NC 27835 ■ Phone 252 - 752 -4135 ■ Fax 252 - 752 -3974
NCBELS Llc No F -0334 www riversandassociates corn NCBOLA Llc No C -312

q
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Office Use Only
Corps action ID no
DWQ project no
Form Version 1 4 January 2009
Page 1 of 10
PCN Form — Version 1 4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
la
Type(s) of approval sought from the Corps
❑ Section 404 Permit
❑ Section 10 Permit
1 b
Specify Nationwide Permit (NWP) number 29 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
[:1401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification
❑ Yes ❑ No
For the record only for Corps Permit
❑ Yes ❑X No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program
❑X Yes ❑ No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below
❑ Yes ❑X No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a
Name of project
River Branch Phase 3
2b
County
Pitt
2c
Nearest municipality / town
Gnmesland
2d
Subdivision name
River Branch
2e
NCDOT only, T I P or state project no
3.
Owner Information
3a
Name(s) on Recorded Deed
ABC Family, LLC
- ; -,
3b
Deed Book and Page No
DB 3262 Page 132
3c
Responsible Party (for LLC if
applicable)
Richard Balot
I
MAR 2
3d
Street address
1290 B East Arlington Blvd
DENR
3e
City, state, zip
Greenville, NC 27858
& BUFFE
3f
Telephone no
3g
Fax no
3h
Email address
Page 1 of 10
PCN Form — Version 1 4 January 2009

't'• , id ,i a. i.
4.
Applicant Information (if different from owner) -
4a
Applicant is
❑ Agent ❑ Other, specify
4b
Name
4c
Business name
(if applicable)
4d
Street address
4e
City, state, zip
4f
Telephone no
4g
Fax no
4h
Email address
5.
Agent/Consultant Information (if applicable)
5a
Name
Steve Janowski, PE
5b
Business name
(if applicable)
Rivers & Associates, Inc
5c
Street address
107 E Second Street
5d
City, state, zip
Greenville, NC 27858
5e
Telephone no
(252) 752 -4135
5f
Fax no
(252) 752 -3974
5g
Email address
sja n owski @ riversa nd associates corn
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property identification no (tax PIN or parcel ID)
Pitt Co Parcel # 02127 & 02128
lb
Site coordinates (in decimal degrees)
Latitude 35 5899 Longitude -77 2749
1c
Property size
21 4 acres
2
Surface Waters
2a
Name of nearest body of water to proposed project
Tar River
2b
Water Quality Classification of nearest receiving water
TAR 06, 28- 103 -17, NSW, C, Sw
2c
River basin
Tar - Pamlico Basin
3.
Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
The site is currently two undeveloped residential lots, part of River Branch Subdivision The site is mostly wooded
3b
List the total estimated acreage of all existing wetlands on the property 5 9
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 1,100
3d Explain the purpose of the proposed project
Proposed project is the construction of a 20' access drive for lots 4, 5 and 6 of River Branch Phase 3
3e
Describe the overall project in detail, including the type of equipment to be used
4.
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑X Final
4c
If yes, who delineated the jurisdictional areas?
Name (if known) Kyle Barnes
Agency /Consultant Company Corps
Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
SAW- 2015- 00040, Date 1/27/2015
5.
Project History
5a
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
5b
If yes, explain in detail according to "help file" instructions
6.
Future Project Plans
6a
Is this a phased project?
❑ Yes ❑X No
6b
If yes, explain
Page 3 of 10
PCN Form — Version 1 4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑- Wetlands ❑ Streams -tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
Wetland impact
number
Permanent (P) or
Temporary T
2b
Type of impact
2c
Type of wetland
2d
Forested
2e
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f
Area of
impact
(acres)
W1 P
Fill
Headwater Wetland
Yes
Corps
013
W2 -
Choose one
Choose one
Yes /No
-
W3 -
Choose one
Choose one
Yes /No
-
W4 -
Choose one
Choose one
Yes /No
-
W5 -
Choose one
Choose one
Yes /No
-
W6 -
Choose one
Choose one
Yes /No
2g Total Wetland Impacts:
013
2h Comments
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
Stream impact
number
Permanent (P) or
Temporary (T)
3b
Type of Impact
3c
Stream name
3d
Perennial (PER) or
Intermittent (INT)2
3e
Type of
jurisdiction
3f
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
S1 -
Choose one
S2 -
Choose one
-
S3 -
Choose one
-
S4 -
Choose one
S5 -
Choose one
-
S6 -
Choose one
-
3h Total stream and tributary impacts
3i Comments
Page 4 of 10
PCN Form - Version 1 4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then indiv ually list all open water impacts below
4a
Open water
impact number
Permanent (P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody
type
4e
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f Total open water impacts
4g Comments
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a
Pond ID number
5b
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f Total:
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5i Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mite ation, then vou MUST fill out Section D of this form
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other
6b
Buffer Impact
number—
Permanent (P) or
Temporary T
6c
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impact
(square
feet )
6g
Zone 2
impact
(square
feet
B1 -
Yes /No
B2 -
Yes /No
B3 -
Yes /No
B4 -
Yes /No
B5 -
Yes /No
B6 -
Yes /No
6h Total Buffer Impacts:
61 Comments
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts In designing project
The access road has been designed to impact as little wetlands as reasonably possible Where the access road will bisect an area of wetlands, an 18"
equalization pipe will be installed to minimized adverse effects
lb Specifically describe measures taken to avoid or minimize the proposed Impacts through construction techniques
Silt fence will be installed prior to construction All areas will be permanently stabilized and vegetated at completion of construction
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?
❑X Yes ❑ No
2b
If yes, mitigation Is required by (check all that apply)
❑ DWQ ❑X Corps
2c
If yes, which mitigation option will be used for this
project'2
❑ Mitigation bank
❑X Payment to In -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a
Name of Mitigation Bank
3b
Credits Purchased (attach receipt and letter)
Type Choose one
Type Choose one
Type Choose one
Quantity
Quantity
Quantity
3c
Comments
4.
Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program Is attached
❑X Yes
4b
Stream mitigation requested
linear feet
4c
If using stream mitigation, stream temperature
Choose one
4d
Buffer mitigation requested (DWQ only)
square feet
4e
Riparian wetland mitigation requested
acres
4f
Non - riparian wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
acres
4h
Comments
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
Yes No
buffer mitigation?
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required:
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b
If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes ❑ No
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
2b
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
The original plans for River Branch Subdivision were accepted prior to the NPDES Phase II rules were in affect
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
2e
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
Town of Simpson
❑X Phase II
❑ NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply)
E] Session Law 2006 -246
❑Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1 4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes X❑ No
use of public (federal /state) land?
lb
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter )
Comments
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 26 0200)?
2b
Is this an after - the -fact permit application?
❑ Yes ❑X No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future Impacts) result in
❑ Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b
If you answered "yes" to the above, submit a qualitative or quantitative cumulative Impact analysis In accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
4.
Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
Each lot will have a septic tank and nitrification f eld The anticipated flow is 36Q gpd per lot
Page 9 of 10
PCN Form — Version 1 4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur In or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes X❑ No
impacts?
5c If yes, Indicate the USFWS Field Office you have contacted
-
5d What data sources did you use to determine whether your site would Impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur In or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b What data sources did you use to determine whether your site would Impact Essential Fish Habitat?
This project only impacts headwater wetlands On site investigation suggests that no Essential Fish Habitats will be affected
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
❑ Yes ❑X No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would Impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur In a FEMA- designated 100 -year floodplain?
❑X Yes ❑ No
8b If yes, explain how project meets FEMA requirements
The only project component to the located within the 100 -year floodplain is an access road
8c What source(s) did you use to make the floodplain determination?
FEMA FIRM 372561300J
J Stephen Janowski
Z:% /5-
Applicant/Agent's Printed Name
Dat
A gent's Signature
LreV
(Ag 's signa valid only if an authorization
letter fro e applicant is provided
Page 10 of 10

F ......-
vA
RCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Eddie White
White Construction and Design
2358Portertown Road
Greenville, NC 27858
Project: River Branch Phase 3
Ecosystem Enhancement Program
February 19, 2015
Donald R. van der Vaart
Secretary
Expiration of Acceptance: August 19, 2015
County: Pitt
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below Please
note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation
for project impacts It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be
approved You must also comply with all other state, federal or local government permits regulations or authorizations associated
with the proposed activity including SL 2009 -337 An Act to Promote the Use of Compensatory Mitigation Banks as amended by
S L. 2011 -343.
This acceptance is valid for six months from the date of this letter and is not transferable If we have not received a copy of the
issued 404 Permit/401 Certification /CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work The amount of the In-
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www nceep net.
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation
are summarized in the following table The amount of mitigation required and assigned to NCEEP for this impact is determined by
permitting agencies and may exceed the impact amounts shown below.
Impact
River
Basin
CU
Location
Stream (feet)
Wetlands (acres)
Buffer I
(Sq. Ft)
Buffel II
(Sq 1't )
Cold
Cool
Warn
Riparian
Non-Riparian
Coasts] >Vlarsh
Tar- Painlico 1
03020103
0
0
0
0
025
0
0
0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation The mitigation will be performed
in accordance with the N.0 Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010.
Thank you for your interest in the NCEEP If you have any questions or need additional information, please contact Kelly Williams at
(919) 707 -8915.
cc: William Wescott, USACE - Washington
Trey Little, agent
Sincerely,
James Stanfill
Asset anagement Supervisor
1652 Mail Service Center, Raleigh, North Carolina 27699 -1652
Phone [phone] Internet www nceep net
An Equal Opportunity 1 Affirmative Action Employer — Made in part from recycles paper

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368 Xl___X 0.!5r OD - VICINITY MAP
JUDY J. TAW BY T.S.
REGISTER Of DEEDS ASST/DEPTY 14- Low: x '-�373 bab S N
-115 UPLAND 2 STOCKS
36d Cmvacy'
wife
7.182 ACRES and
By Coordinates 366�\ X374 CAR VER L- 5OCKS 5
DEED BOOy IpAGE 45 L NMWEIM MARTIN MAYO CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
36,PAIGE 163 FROM AN ACTUAL SURVEY PERFORMED UNDER BY SUPERVISION DEED DESCRIPTION
RECORDED IN DEED DOW 3062L PAW 1321 BOUNDARIES NOT SURVEYED AM CLEARLY
WETLANDS 375 Vo B00y, 36, INDICATED AS DRAWN FROM WMNATION RIAM IN MAP BOOK 77, PAW 36 AM MAP
UPLANDS 365 364 BOOK 75. PAM 49, MAP =1K 6L PAW U6, NAP BOOK 35, PAGE 351 THAT THE RATIO
W6)'�� RATIO OF PRECISION AS CALCULATED IS 1.5,(Wj THAT THE GLOBAL POSITIONING SYSTEM
376 1 OIL mm aRSE1RVAT]ONS WERE PERFORN10 T13 THE GEOWATL41L POSITIONING ACCURACY
WATERS OF THE U.S. VF CLASSIFICATION C95% CONFIDENCE) USIM REAL TIME KINEMATICS, OPUS, AND TRADITIONAL
363 BCPXST STANDARDS, PART 21 STANDARDS FOR GEODETIC NETWORKS AT THE 2cm ACCURACY
TRACT 2 1 FJ ON I TRAVERSE, THAT THIS MAT WAS PREPARED IN ACCORDANCE WITH G& 47-30 AS AMEND13
356 x 362 , 75 N�LA MENTZ IF " 47-30 SECTION F-11--Q
21.404 ACRES 355 / � W�/ �377 MAP BOOy, 35, PAGE JZ�SIWMMMAKND SEAL THIS THE 05 DAY 13F NOVEMBER, OM4.
ZONE 2 357
IC
o t BY COORDINATES 354 361
'E" ZONE 1 --- �358 378X
P3 NORWOOD MARTIN MAYO
� --11 W7 REGISTRATION NOo L-1546
35 360 379
THAT THE SURVEY IS [IF AN D(ISnM PARCEL OR PARCELS OF LAND
MILLER AN Eiasmm STREET.
359 rot AND NOT CREATE NEW E84MANGE
35� C14woo wife
TRACT 1 WETLANDS and NIASo MILLER MARTIN MAYO
3303, AL
LEVIC C. SMITH, JR. WETLANDS M04EU-E V , pAGE 6054 uRVEYIR
CONTROL 24477 %%tillifillit REGISTRATION 4�L
and wife POINT x 300y
HAVEN H. SMITH WATERS OF THE U.S. 351 WETLAND 2 ...... 0
-D' aq O'• ... , -1 L MORWOOD GPs CERTIFY rHAT THIS MAP WAS DRAWN UNDER By SUPERVISION
DEED BOOK 3162, PAGE 606 5.715 ACRES (A # FROM AN ACTUAL GPS SURVEY MADE LW(DER MY SUPERVISION AM THE FMA.OWM
350 /300 ILA DIPORNATIZIN WAS USED TO PERFORM THE SURVEYi
MAP BOOK 77, PAGE 36 Coordinates
CLASS OF SURVEY, C
POSITIONAL ACCURACY
41 SEAL a , 2cm
I TYPE 13F GPS FIELD PROCEDURE- RTK, OPUS, TRADITIONAL TRAVERSE.
-V)46 4 BATES OF SURVEY- U/05/=4 TO =(XX
0
34
USE, OPUS DERIVED
7.
9L
6. mrsom?
�02 0 - %i
348 E. pLEIDGER %. I -
R- V
ROKALD wife ,a , \ 1 e 1�1 & UNITS; US SURVEY FEET
and w a COMBINED GRID FACTCRCS> a.9998936Z
MCP WS DENISE A- 660
UPLANDS ;;'27— 347 311 >(---Si 6 04 3 UPLANDS DEED !BOOK 265, pAGE
P26— 312\X NORWOOD MARTIN MAYO
49 REGIS11RATION MID L 1546
P25 34 313 oduc with
'\345
346\ &5 The State Plane Coordinates (SP0 for this project were pr ed stai
3 CP observations and processed with DrAime PosltkwJnQ User Service CaPUS), T�*
TRACT 1 P 308X network posKkwxa accuracy of the OPW derived positional informt1on Is UK
2 0 342 04�Z 05
U 'U, UPLAND 4 315'�< The fodov*q CO1RS were used by OPUS
AG
.149 418 416 0.157 ACRE 307 PID DESIGNATMN
421 5 X�-'�i 5 By Coordin DN3989 NCKI KINSTON CORS ARP
cu 22 406UPLAND CARL and wife ".azww I)L7337 NCEC GREENVILLE NC CORS ARP
�4( 708 U2 16 WWS NCTA TARDM CORS ARP
it LANANDA BR0*M positions are referenced to NAD83(2Q11XEP`OCHeM0A1O0(D
423 42 4 414 WETLANDS BOOK HorizontQt po
441, pkGE 063
Vertica rW k;m nced to NA VWS using CGEOIDIM
413 318 X"� DEED Copd*ted actc (L
41a1 UPLAND 3
42 412
-rU5 321
D ' - 9 a 2.254 ACRES
ai LO
'UPLANDS By Coordinates
Dy "
UPLAND 1 20
322 X,\ RAIN- ie
5.693 ACRES and *1 1SO14
UPLAND 5 UPLANDS G. WA 0 EXISTING 0.5- REBAR/CAP (FLUSH)
DO Coordinates r.'J
K) 00 0 323 0 EXISTING 0.5" REBAR (2" DEEP)
z z -7 0.326 ACRE - EXISTING PAVED OOK 220, PAGE* 456
U5 6. 428 -�' V I I
0) M, V-, CULL -DE-SAC .01 DEED • EXISTING IRON PIPE (2- DEEP)
LU By Coordinates W1 O-X 324 4.
10- -- A SET MAG NAIL 0 S .1.3r6o 48 M
-JJ 1 6 429 WATERS OF THE U.S. 25 ■ SET 0.5: REBAR/CAP (1- DEEI
UJ UP,,-ANDS )lul 0 SET 0.5 REBAR (1- HIGH)
I �t B 0 NO POINT SET
WETLANDS 326 (�D CO.
UPLANDS 5� 4 430 OD. OUTSIDE DIAMETER
32 vgpt CR. GUC GREENVILLE LMUTY COMMISSION
RV
TRACT 1 2.06' 328x\ (47.') SPOT ELEVATION
30
LEVIC C. SMITH, JR. rr7 '-- 0
and wife P17 21.94' W12 W11 (1) PAIGE 114 HORIZONTAL AND VERTICAL CONTROL IS OPUS DERTVED
HAVEN H. SMITH 334 3.30 ><329 BOOK 61, VERTICAL CONTROL IS NAVD 88
E 606 7ro.76' .78' 3,27' 3 331 5� V0 -75
DEED BOOK 3162,
PAGE 10 2 pXiiia�* I GE.
MAP BOOK 77, PAGE 36 61 S E5622 .49* N 87*46'1 4V 206.05' N 85" D. T ARRANT 0) 1300y, 35, PA" 300
2.1 336 07 4.13' MIC and Wife CL 100 0 100 200
57 31 ---S-,"- W13 TAR 654 Kxxx m
jOD1 A. PAGE 654
OK 3261, GRAPHIC SCALE - FEET
S 5S 20' 3'8'W AMES L DEED So CONTROL
CO I @ TINGEN 1 284-4 P01W
25.95 AICKAEL GASKINS F 456 and wife ROBERT CHRISTOPHER COGGINS S 81*35'44'
I BO SUSAN G. TINGEN DEED 1300K 1421. PAGE 327 "R -BR-PiNcii SHEET TITLEt WETLAND SURVEY SHEET 1 OF 2
DEED OK 1783. PAGE DEED 1300K 23-90, PAGE 287 ICN4 %VBVIIAM 1 172 G)
DEED BOOK 2170, PAGE 635 P- 800y AGE z
MAP BOOK 75, PAGE 49 LO 56, P > SURVEY FOR: TRACT 2
27 q 0
@ 0 0
od� Eq 0, 3 -Z
wl'i e (00
Okl�nd IV4GOA -106 00 z T OD ABC FAMILY, LL
7
0 G. 1 pj\0-: G
863 1\ 0 ------- Owner. ABC FAMILY, LLC
0 rn
IBOOY 0- 2- Ma
EQ
1800\11 10 _U z RED OAK DRIVE GREENVILLE, NC
(S a 0
'z x 0 0
I iD m 1U4 [phone] License No.i C-1623 (252) 229--0872
0 BBLANC" m
PRAM 1 0 WQshWQton, NC
72 0 X New Be". Nc
PAGE 1
2 BOOK 56, MAYO "D ASSOCUTESs P.A.
MAP
JM21 US HWY 17 South LAND SURVEYING VMCEWRO, W 28586
DATE: 11-05-14 SCALE: I' = 100' 1PROJECT NO., 2014-153
STATE: NC COUNTY: PITT I TWP. GRIMESLAND

6i
�q
cc
�2
0
C;
3:
_0
L4
cc
0
0
CK
cr
CK
cr
E�
WETLAND 1
W1 TO W2 TO W3 TO W1
Point
Bearing
Bearing
Ll
Distance
Point
49
S-109-7
�33W
E
21.96 1
381
381
S
25'39 08
W
16.34
38
382
S
4359'48"
W
31.26
383
383
S
18'49 03
W
25.72
384
384
S
76"14'29"
E
10:9-0
385
385
S
15'2557"
W
49.56
386
386
N
7339'24"
W
14.54
387
387
N
05'05'32"
E
13.60
388
388
S
44!5008 0
W
24.52
389
389
S
53'06 01
W
21.37'
390
390
S
7-P24'29"
W
22.27'
391
391
T_
6752 2-6
W
19.10
392
392
N
89'56'34"
W
19.56'
393
393
S
60-06'34 w
W
28.42 1
394
394
N
31' 12 15
E
1 12.68'
395
395
N
55"1617"
E
21.51
396
396
N
8T23'32"
E
25.85
397
397
N
72'33 1 19 11
E
27.67
398
398
N
54'5310
E
37.44
399
399
N
2-2 7 -0-0 O2
-E
30.04'
400
400
N
1 i'17 24
E
28.58
401
1 401 1
N
33'19'45"
E
1 27.76
402
1_402
N
42'05 O6
E
1 51.72'
49
WETLAND 2
W4 TO W5 TO W6 TO W7
Point
Bearing
Bearing
Ll
Distance
Point
150
N
62'53 41
E
10.56
340
340
S_
MOW 2_4�E
P6
25.48
341
341
S
79'22 24
E
18.55
342
342
N
S
82*38 55
23.34'
343
343
N
2`59 "l
E
29.17-
344
344
N
68'22 09
E
38.48'
345
345
N
45*51'19�W
W
21.17
346
346
N
41'0510
W
47.68 1
347
347
N
10'24 50
E
33.22'
348
348
N
48'43 58
E
21.36 1
349
349
N
06'47 04
E
64.94 1
350
350
1 N
27* 18'25"
E
33.06 1
351
351
N
15'04 55
W
42.27-
352
352
N
18'56 1 53 "
E
42-42 �
353
353
N
16'2446
E
35.63
354
354
N
52'03 38
W
6.69'
355
355
N
�
42'2514
E
27.35
356
356
S
15'00 01
E
16.02
357
357
S
14'05 00
E
30.33
358
358
S
0418 25
W
31.21
359
359
N-
71 * 14'29"
E
54.66'
360
360
N
3f0822-
E
55.13'
361
361
N
39'06 35
E
35.45
362
362
N
224848'
E
29.133
363
363
N
06'01 02
E
34.66'
364 _
364
N
86' 14 1 41 "
W
33.49
365
365
N
'
51 "50 43
w
33.51
366
366
W
09-15 '30
W
26.62
367
367
N
21'47 44
E
27.02'
368
368
R
_T�69�=i _9 07 I I
-
38.097---
36
369
N
79'09 01
E
30.52'
370
370
T-7705
49
E
44.60'
371
371
N
85'5419"
E
30.73'
372
372
95_9'_29
�32
E
37.59 9
373
373
9-18'
2-4 31
E
44.89'
374
374
S
43'09 24
E
43.27'
375
375
S
44!47460
E
53.23'
376
376
S
18* 15'44 0
E
45.52'
377
377
S
454519-
E
44.66 1
378
378
S
45'45 19
E
26751
379
RIGHT-OF-WAY
RIVER BRANCH ROAD
*A0 TO "B" TO "Cn
Course
Bearing
Distance
Ll
S W33'44" W
96.48
1
L2
S 03'33 31 W
16.36
BOUNDARY LINE
'n' Tn *F"
Course
Bearing
Distance
Pi
N 15'5633" E
70.33r--
P2
N 1503 41 E
14.98'
P3
NOT4�20�OW
52.04'
BOUNDARY LINE
*E" TO 'r
Course
Bearing
Bearing
I Point
Distance
P4
N
82*24'5_3vW
E
31.87--
P5
N
6945_14r_W
E
47.27'
P6
9-64
36 �31
W
36.10'
P7
N
83*11--51-w
302
43.40'
8
S
82*38 55
W
56.34
P9
N
4745 35
W
1 22.99-1
P101
N
174813-
W
1 125.31 =
BOUNDARY LINE ALONG TAR RIVER
nr.n Ta *Ym TiL '�In
Course
Bearing
Bearing
I Point
Distance
P11
N
76'0130
E
146.51
P12
N
_N
71'23 22
E
87.02
P13
28.1 f"
6_3`56`4_3"
_E
99.23'
P14
N
67* 16 �13E
302
93.85 1
L­P15
I N
8234 57
E
59=
WETLAND 2
WS TO W9 TO W 10 TO W i I
Point
Bearing
Bearing
I Point
Distort -e
Point
299
S
33'05 50
W
63.95'
300
300
S
33'05 50
W
28.1 f"
301
301
S
01'49r2_8
�W
34.97"
302
302
S
23*38 1 56 5
W
45.271
303
303
S
11'37 1 51
W
25.48' '
304
304
9
34°2418
W
36.62'r
_33-5
305
S
0750 1 47
W
26.72"
306-
306
S
21*29 1 45 5
W
22.71'
307
307
N
3756 1 26 w
W
32.1 �'
308
308
N
2348 00'
W
35.75'
309
309
N
18'51 1 51
W
46.6 i
310
310
S 75'51 0 22
W
34.31
311
311
S 29' 18 08
E
37.02'
312
312
S
18*22 05
E
16.16'
313
313
S
20*24 30 w
E
31.6' '
314
314
S
61'5717
W
15.79'
315
315
S
2844 50
W
50.64
316
316
S
48*09 27
W
40.58'
317
317
S
60*04 38
W
37.70'
318
318
S
30*05 25
W
35.8C
319
319
S
70*34 56
W
26.44
320
320
N
59'59 59
W
32.02` 11
321
321
S
1429 18
E
31.8,7'
322
322
S
48*04 31
E
50.43
323
323
S
1417 30
E
24.819
324
324
S
38'49 12
E
34.7 1,
325
325
S 08*21 33
E
18.81'
326
326
S
09,02 32
W
24.94'
327
327
S
5413 47
_W
31.0r",
328
328
S
28*24 01
E
30.14'
329
329
S
64!01 05
W
25.70
330
330
S
60'5212 5
W
26.24
331
331
S
52*46 05'
W
13.45
332
Point
Bearing
Distaste
I Point
334
N 76*09 1 31 111 W
20.65"
1
335
335
S 29'05 01 w W
3.72'
1 336
WETLAND 2
W14 TO W15 TO W16
Point
I Bearing
Bearing
P16
Distance
Point
144
S
3410 1 46
E
25.89
433
433
S
40'39 08
E
25.55 y
432
432
S
49'41 1 41-
E
16.70
431
431
N
2553'27'
E
27.2C'
430
430
N
04!30-46 w
W
36.42'
429
429
N
00'39 1 47 111
E
43.22'1
428
428
N
08-2759
E
41.75`
427
427
N
03*29 41
W
33.27
426
426
N
552410
W
23.00'
425
425
424
N
N
18'52 29
22'46 '55W
W
21.85'
24.70
424
_72_3
423
N
43*55_r2�1W
24.60 1
1-4.08
422
422
N
08*27 04
W
21.02'
421
421
N
36*03 41
W
19.88 ?_
420
420
1 N
58'50 22
W
18.17
149
BOUNDARY LINE TRACT 2
Oe To "K,
Course
I Bearing
Distance
1
P16
I S 64!59'57- W
67.6g�
BOUNDARY LINE ALONG DITCH
"C TO "M" TO 'E*
Course
Bearing
Bearing
Point
Distance
P17
N
33'22 59
E
19:9�3
P18
N
14!07 09
E
90.17'
P19
N
10'58 46
W
88.59'
P20
N
73*46 1 54"
E
10.78 1
P21
I N
22754'24"
W
56.53'
P22
I N
18-0738,
E
79.70
P23
N
33*46 1 35'
W
26.07
P24
N
46'21 36
E
11.73
P25
N
06'57 02
E
N 31'27 47 W
P26
N
39*11 1 37
�W
-17.-0-5 r
P27
N
07*02 1 53 11
E
24.12 1
28
N
23*02 1 32
_W
38.87'
P29
N
45*33 53 0
W
24.60 1
P30
N
73' 12 1 52 11
W
35.31 �
P31
N
63"14 11 0
W
32.36 9
P32
N
3728 49
_W
175.17'
P33
N
04!54'34
'E
16.82
P34
N
85'29 09
'W.
44.21'
CURVE TABLE
CURVE DATA ALONG PROPERTY LINE
20 'c. Eff., mom mm.i .� •
Chord Bear.
UPLAND TABLE
UPLAND 4
U1 TO U2 TO U3 TO Ul
Point
Bearing
Distance
Point
417
S 49'55 13 E
26.07
416
416
S 63-34 39 'E
15.14 1
415
415
S 40' 15 57 'E
45.48
414
414
S 03'53 1 35 0 W
15.86
413
413
S 23'44 33 W
- 26.94'
412
412
N 76*04 38 0 W
31.34'
411
411
S 89-1215 W
17.35
410
410
S 81-31 17 'W
13.99
409
409
N 32*33 1 or -W
25.41 1
408
408
N 3702 54 W
16.68'
407
407
N 01-39'49 'E
16.35'
406
406
N 31'27 47 W
29.94
405
405
N 7555 15 E
32.05
418
418
N 62'15 9 57' E
20.65
417
UPLAND 5
U4 TO U5 TO U6
Point
I. NORWOOD MARTIN MAYO CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
Bearing
FROM AN ACTUAL SURVEY PERFORMED UNDER BY SUPERVISION 1Em DESCRIPTION
Distance
Point
149
S
58'50'22
E
18.17'
420
420
S
36'03 41 -
E
14-8-7-
-421
421
S
08'27 1 04
E
21.03 1
422
422
S
4X55'21'
E
14.08'
423
423
S
2746 1 55E
STREET.
24.70'
424
424
S
18'52 29
'E
21.85 1
425
425
S
56'2410
E
23.00
426
426
S 03'29 41
E
33.29
427
427
S 08*27 55
W
41.75
428
428
S 00'39'47'
W
43.22
429
429
S
04 30 46
E
36.42
430
430
S
25-5327
'W
27.20
431
431
N
49*41 41 5
W
16.70
432
432
N
40'39 08
'W
25.59
433
433
N
3410 46
W
25.89
434
434
N
10'58 46
W
88.59
435
435
N
73'46 54
_E
10.78
436
436
I
N
22-5427
'W
56.53-
437-
437
N
18'01'38
'E
79.70 1
438
438
N
3,T4635
W
207.
144
ki. --01;:MAL�zk::"I:. ..Z"IL • w.
,3
,31
STATE
• NORTH CAROLINA
COUNTY 13F PITT
L REVIEW OFFICER [IF PITT
COUNTY, CER'TIFY THAT TFE MAP OR RAT TO WHICH THIS
CERTIFICATION IS AFFD(ED MEETS ALL STATUTORY REAUE-
47-T-1IRM F13R T_X'ST'MT#;�
SHEET TITLE, WETLAND SURVEY SHEET 2 OF 2
SURVEY Or
TRACT 2
ABC ml 1 Owner: ABC FAMILY, LLC
I RED OAK DRIVE GREENVII IF, NC
[phone] License No.t C-1623 [phone]
Washington, NC New Bern, NC
"YO "D ASSOCIATES, P.A.
10121 US HWY 17 South LAND SURVEYING VAKEEIM, NC 28586
DATE, 11-05-14 SCALE: N/A PROJECT - NO., 2014-153
STATE: NC I COUNTY: PITT I TWPi GRIMESLAND
I. NORWOOD MARTIN MAYO CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY PERFORMED UNDER BY SUPERVISION 1Em DESCRIPTION
IN DEED BOOK 3262, PAGE 132i BOUNDARIES NOT SURVEYED ARE CLEARLY
INISCATED AS DRAWN FROM DfMRMTI[IN FOUND IN MAP BOOK 77, PAGE 36 AND MAP
3= 75, PAGE 49, MAP BOOK 6L PAGE 116, MAP BOOK 35, PAGE 351 THAT THE RATIO
RATIO 13• PRECISION AS CALCULATED IS 115.0001 THAT THE GLOBAL POSMONIM SYSTEM
COW OBSERVATIONS WERE PERFORMED TO THE GEOSPATIAL PosmININ13 ACCURACY
STANDARDS, PART 21 STANDARDS FOR GEODETIC NETWORKS AT THE &m ACCURACY
CLASSWICATIUM (95% CONFOIENCE) USING REAL TIME KINEMATICS, MIS, AND TRADITIONAL
TRAVERSE, THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH C%& 47-30 AS AMENDED
THAT THIS PLAT MEETS THE REQUIREMENTS OF G.S. 47-30 SECTION F-U-4-
WITNESS MY MOMMAL SXiMATURE AND SEAL THIS THE 05 DAY [IF MOVENEM 2014.
NORWOOD MARTIN MAYO
REGISTRATM NEU L-L546
1/1.1,
THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND
-CAJY
STREET.
. ..........
Z�MMN�GE�
0
NORWOOD MARTIN MAYO 4V
PmFESS`ONAL LAM SURVEYOR
S FA L
TRATIDN NUMSE]b L-15"
r_.,- L-1546
'0 0
L NORWIXID MARTIN MAYO, COMFY THAT THIS MAP WAS DRAWN UNDER BY SUPERVISION
FRI304 AN ACTUAL 6PS SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING
�OUR�{
DfMMTMN WAS USED T13 PERFORM THE SURVEY-
'•
`�P�
%
Lt
CLASS OF SURVEYs C
POSITIONAL ACCURACY, 2cm
I TYPE 13F GPS FIELD PROCEDLIRED RTK, OPUS, & TRADITIONAL TRAVERSE.
C RATES 13F SURVEYs 11/05/21114 TO )0000L
5. DATUN/EPOC1* MAR 83 GWILICEPOCHeOlOMM
fi. PUBLISHEII/FD(ED-CONTROL USE, OPUS DERIVED
7. MOBEX# GPM IZA
8. COMBINED GRID FACTORCSN 0.99989362.
% UNrM US SURVEY FEET
eA0,--,74_j
ON-= MARTIN MAYO 7-
REGISTRATION NOj L-15"
The State Rom Coordinates (SPC) for this project were produced with static GPS
observations and processed with Online Positioning User Service (OPUS). The
network positional accuracy of the OPUS derived positional Inforriation Is M022+.
The following CUM were used by OPUS
PID DESIGMTION
M989 NCKI KDiST13N CORS ARP
NCEC GREENVILLE NC CORS ARP
DK75DL7337 78 NCTA TARSORO CORS ARP
Horizontal positions are referenced to NAD83(201lXEP0CHe0I&=)
Vertical VDsftlons are referenced to NAVD88 using CGEDIDIM
Cordmined actor 0.99969362.
ki. --01;:MAL�zk::"I:. ..Z"IL • w.
,3
,31
STATE
• NORTH CAROLINA
COUNTY 13F PITT
L REVIEW OFFICER [IF PITT
COUNTY, CER'TIFY THAT TFE MAP OR RAT TO WHICH THIS
CERTIFICATION IS AFFD(ED MEETS ALL STATUTORY REAUE-
47-T-1IRM F13R T_X'ST'MT#;�
SHEET TITLE, WETLAND SURVEY SHEET 2 OF 2
SURVEY Or
TRACT 2
ABC ml 1 Owner: ABC FAMILY, LLC
I RED OAK DRIVE GREENVII IF, NC
[phone] License No.t C-1623 [phone]
Washington, NC New Bern, NC
"YO "D ASSOCIATES, P.A.
10121 US HWY 17 South LAND SURVEYING VAKEEIM, NC 28586
DATE, 11-05-14 SCALE: N/A PROJECT - NO., 2014-153
STATE: NC I COUNTY: PITT I TWPi GRIMESLAND

TMS CEIMFIES THAT THIS COPY OF TM PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE
CLEAN WATER ACT AS DETERmINEO BY THE UNDERSIGNED ON THIS
DATE UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REM"711ONS, 7M DETERMINATION OF SECTION 404 mass DON MAY
BE: RELIED UPON FOR A PERIOD NOT TO EXCEED FNE YEARS FROM
TM DATE THIS DErERMINATION WAS MADE UTILIZING THE APPROPRIATE
REGIONAL SUPPLOAENT 1 CORPS OF ENGINEERS WETLANDS
DELMATION MANUAL
RY
REGULATO
TITLESITE
2_0
g . .
DATEV00A W1 -9
A
USAACTION 9) 12
OF 49 @ i
REVIEW OFFICER 381jUEL E. 20WOS,
STATE OF NORTH CAROLINA 402 2 EUVO 2442 PAGE
67327
COUNTY [IF PM ''NE BOOK�
K 36, PAGE L REVIEW OFFICER 13F PM H'Boo
COUNTY, CERTIFY THAT THE MAP OR PLAT TO WKICH THIS PARCEL NO. 3 MAP
CERTIFICATIDN IS AFFIXED MEETS ALL STATUTORY REQUIRE- 61 383
RENTS FOR RECORIONGI STANLEY ROBERT RIGGS 13�84
and wife 400 385
REVIEW OFFICER ANN GRAY RIGGS '!
,88 in � LA %q�CREI bj J6
400 X385
DATE DEED BOOK 683, PAGE 445 399)�,X UPLANDS 0 12
W2 OF LOT
MAP BOOK 39, PAGE 122 39ZX3�89 386 10
39 39 ]P* RED1\11S'O' 360. PXGIF-
0
STATE OF MOM CAROLINA x 390 WETLAND 1 L7 mx1p BO
COUNTY OF PITT OF 395 - 39 r 0.076 ACRE
-Top NG' 394 393 392 387 7§� Co
2 79.0 Coordinates
THIS mW/MAT WAS PRESENTEII FOR REGISMTION AND RECORDED IN wa
THIS OFFICE IN PLAT CABINET - SLIDE -7
TM - DAY OF - 2015 AT - M. '5-71519,2z , 39 370 WATERS OF THE U.S.
_-X 37 372
368 X OD - VICINITY MAP
JUDY J. TART By N.T.S.
Low: x
REGISTER OF DEEDS ASsT/OEPTY '_�373 Dab S
N UPLAND 2 36d-Tfie
STOC
7.182 ACRES and iie
374 ;100(s
By Coordinates 366 XcAgVER L� PAGE 455 L NMWEIM MARTIN MAYO CERTIFY THAT rMS PLAT WAS DRAWN UNDER MY SUPERVISION
DEE[) BOOK 293rD,,,,, .3 FROM AN ACTUAL SURVEY PERFORMED UNDER BY SUPERVISION DEED DESCRWTMN
RECORDED Di MEED IOEIK 3"P- PAGE Lv-j BOUNDARIES NOT SURVEYED ARE CLEARLY
365 364 WETLANDS 375 36 INDMATED AS DRAWN FROM DIFMMATIM FOUND IN MAP BOOK 77, PAW 36 AND NAP
UPLANDS U6, NAP BOOK 35, P#AE 351 THAT ME RATIO
W6 BOOK 75. PAGE 49, NAP MIK 6L PAW
P RATIO OF PRECISIOIN AS CALCULATED IS 1.5,(wj TmT THE Gum;Ai_ POSITMKM SYSTEM
0, COPS) OBSERVATIONS WEW PERFORMED T13 THE GEOWATL41L POSITMONIM ACCURACY
OIL
363 376 STANDARDS, PART 21 STANDARDS FOR GEODETIC NETWORKS AT THE 2cm ACCURACY
WATERS OF THE U.S. %VF MASSFWATION C95% CONFMIENCD USIM REAL TIME KINEMATICS, OPUS, AND TRADITIONAL
TRACT 2 1 Stcpx -30 AS AMEN=
x 'Tm011 I TRAVERSE. THAT THIS MAT WAS PREPARED IN ACCORDANCE WITH G& 47
356 362 PAGE 75 =Er A� a N'rS IF
" 47-30 SECTION F -U-41
WIfl.
21.404 ACRES BOOK 35. a �SZMWZDESEAL TMS THE 05 DAY 13F NOVENMR, 21114.
ZONE 2 355 W�/ �377 MAP
),/ 357
IC BY COORDINATES / 361
o
t 354
'E" ZONE 1 ' �x 358 378 NORWOOD MARTDI MAYO
P314--� P 3,-,? 35� --"360 379 W7 REGMTRATIMIN NOo L-1546
THAT THE SURVEY IS OF AN DaSnM PARCEL OR PARCELS OF LAND
Xi'MILLER AN Eiasmm STREET.
359 AND XM NOT CREATE:
*IER
TRACT 1 35� WETLANDS C and wife ,So MILLER
333 MAVV NORWOOD HARM MAYO
WETLANDS 654 MGM LAW SURVEYOR
REMS'TRATION NUMM L-1546
and wife POINT 'Ilk x
LEVIC C. SMITH, JR. CONTROL .4477 PAGE
V' WATERS OF THE U.S. i3OOy SM CA
HAVEN H. SMITH 351 O'•
L NORW= GPs
CERTIFY THAT THIS NAP WAS DRAWN UNDER By SUPERVISION
5.715 ACRES•FROM AN AC17UAL GPS SUftTY NAM UNDER My SUPERVISEIN AM TW FOLLOWM
DEED BOOK 3162, PAGE 606 #. 0
D WETLAND 2 all
X300 DIFORMT111IN WAS USED TO PERFORM THE SURVEYi
MAP BOOK 77, PAGE 36 350 By Coordinates CL.ASS
OF SURVEY, C
SlEAL a POSITION& ACCURACY, 2cm TRADrrMNAL TRAVERSE(- I TYPE OF GPS FRELD PROCERAZE- M, QRJS,
-V)46
4 DAM OF SURVEY- U/05/=4 TO )OOCOL
34 MD- S3_C2MDXEPnCI­%M_0=WN
0 VEz
�02 PLEDGER & US--, OPUS ma
348 RON" E. 7.
COMIDED 6W FACTORCS> a.9998936Z
and wife a
I.Q "N' UMIM US SURVEY FELT
WS EWSE A_ 660
Cp 347 311 ��l 0 43 UPLANDS 0 265, PAGE
UPLANDS 27— UF -ED 'BOOK
04
P26— 312\X ifilg_= MARTIN MAYO
REGISTRATION MID L-1546
P25 341 346X\345 313 49 05
�A The State Plane Coordinates (SP0 for this project were produced with Stai
W4 308>�\ observations and processed with DrAine Pcmijtkw*V User Service COPUS), Tre
TRACT 1 P2 04�Z network positlonca accuracy of the GPM derived positional infornation Is 241K
0 342 'U, UPLAND 4 31 5r74 05 The foUowft CIOIRS were used by OPUS
U - . ��l
149 . 0.157 ACRE
5 -18 416 15 oordinates 307 PID DESIGNATION
/1421 X�_'� Agniow, Fk4ELroll DM1311189 NCKI KD6TM CORS ARP
CV 22 406UFILAND CARL and IN" V0ZWOt4 IL7337 NCEC GREENVIL-LE NC MRS ARP
N41 70 U2 6 Lb,)NANDA SPO"A PAGE 063 DK7578 NCTA TARBM CORS ARP
81T3 414 WETLANDS Horizontal po thms are referenced to NAD83(2Q11XEPOCHeMOAW0
424%, 4 BOOK 441 .0
VerticoA Vm .
'gti
b�!m nced to NAVD88 using CGEOIDIM
423. 411 /413 ></17 DEED Copd*ted 0.
X__ 318 X"�
410 412 UPLAND 3
\42­rU5 321CIC 111;1i
D ' - 9 P%%.or%
aI + " UPLAND 1
By Coordinates
'UPLANDS
20
5.693 ACRES and wife
GO By Coordinates UPLAND 5 UPLANDS CpAopCE G_ 456 0 EXISTING 0.5" REBAR/CAP (FLUSH)
to oo 0 \1 323 . ppGE
z 0.326 ACRE EXISTING PAVED DEE 220 0 EXISTING 0.5" REBAR DEEP)
U., 428 DEED _D BOOK
2 - CUL-DE-SAC .01 0 EXISTING IRON PIPE (2 DEEP)
By Coordinates Wl O_X 324 %1 1 4.
A SET MAG NAIL
LU "7.
6 WATERS OF THE U.S. S 81"36'48 M SET 0.5- REBAR/CAP (1- DEEP)
UJ UP,_ANDS 1 429 25 0 SET 0.5" REBAR (1- HIGH)
- , . 1 0 NO POINT SET
WETLANDS Co.
326 OD. OUTSIDE DIAMETER
UPLANDS 5� 4 430 11 ROCK
32 CR. GUC GREENVILLE LMUTY COMMISSION
TRACT 1 1 TION
P SPOT ELEVATION
31 2.06' 328x\ Rvt�ux (47.30
LEVIC C. SMITH, JR. 0 SD LOS -8 ® t
and wife '_-P17 21.94' RVV , 114
W12 W11 (n � 61, PAGE HORIZONTAL AND VERTICAL CONTROL IS OPUS DERTYED
HAVEN H. SMITH 334 Mo ><329 BOOK 19 VERTICAL CONTROL IS NAVD 88
76.76' .78' - I3 7" 3 331 5� �011 I
DEED BOOK 3162, PAGE 606 1. 10 2 Wfl- 5. PA 75
MAP BOOK 77, PAGE 36 S E55722'49* N 87*46'1 4V 206.05' N 85,1 07 D. TARRWT CL mw BOOK 3 100 0 100 200 300
2.16' 336 4.13' MIC and Wife
57 31 W13 TAR 654 Imp
jODl A. PAGE 654
BOOK
S, 5S 20' 3'8'W AMES L TINGENPpiNi DEED So , 3261, COOS GRAPHIC SCALE FEET
C 25.95' and wife .35 Ar4A-W 284.43' P01W
DEED AICKAEL GASKINS F 456 ROBERT CHRISTOPHER COGGINS S 81 It SHEET TITLE: WETLAND SURVEY SHEET 1 OF 2
OK 1783, PAG DEED SUSAN G. TINGEN DEED BOOK 1421, PAGE 327 %Vz
BID BOOK 23-90, PAGE 287 ICN4 VIIAM 172
------ DEED BOOK 2170, PAGE 635 800y AGE SURVEY FOR:
56, P z
MAP BOOK 75, PAGE 49 1 LO 100 (D > TRACT 2
27 M In Ci 0 0
@ od� 0, 0 -Z
'dNe .0, 3 (00
'ander
9:
r% j*4G -106 00 '4 �\'kb Itz CD ABC FAMILY, LLC
SUSPa'1 1663, G' G- NO-:
I, f'l
\0 ------- Owner. ABC FAMILY, LLC
2. Ma
z) 0- g0 10 0 rn
IBOOY _U GREENVILLE, NC
Ep g 8 K z -RED OAK DRIVE
0 00
0
m 1U4 [phone] License No.i C-1623 (252) 229--0872
0 WVEg BPkNC" ;a m
0 x Washington. NC New Nc
PHAM 0 00 m
PAGE 172 0 0
2 MAP BOOK 56, ?511 MAYO "D ASSOCUTESs P. Y.
10121 US HVY 17 South LAND SURVEYING VANCEMP0, W 28W6
DATE: 11-05-14 SCALE: I' = 100' 1PROJECT NO., 2014-153
STATE: NC COUNTY: PITT I TWP. GRIMESLAND

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