NCG020961_Attachment E-2 2019-00888 PJD Tearsheet_20200910

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-00888 County: Caswell U.S.G.S. Quad: NC- Ridgeville
NOTIFICATION OF JURISDICTIONAL DETERNIINATION
Requestor: Carolina Sunrock, LLC
Attn: Scott Martino
Address: 200 Horizon Drive, Suite 100
Raleigh, NC 27615
Size (acres) —628 Nearest Town Prospect Hill
Nearest Waterway Sugartree Creek River Basin Roanoke
USGS HUC 03010104 Coordinates 36.300071,-79.162188
Location description: The project area is located on the north side of Wrenn Road and the east side of Ridgeville Road, in
Prospect Hill, Caswell County, North Carolina. The proiect area is defined as the area within the solid orange outline on the
attached figure entitled "Plat of Survey Showing `Wetland Delineation' for The Sunrock Group", sheets 1 through 14
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to
Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33
USC § 403). The waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be
sufficiently accurate and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map
revised dated 1/21/2020. Therefore this preliminary jurisdiction determination may be used in the permit evaluation
process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory
mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD
will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are
jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which
is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404 of
the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However,
since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an
effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which is not
sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters, including
wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a
timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wedandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by the
Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once

verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on DATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact David E. Bailey at [phone] X 30 or
David.E.Bailev2(&us ace. army.mil.
C. Basis For Determination: See the Preliminary Jurisdictional Determination form dated 02/19/2020.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Date: 2020.02.19
Corps Regulatory Official:
13:26:58-05'00'
Date of JD: 02/19/2020 Expiration Date of JD: Not applicable
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army."Vcniapex/f?p=136:4:0
Copy furnished:
Sue Homewood, NCDEQ-DWR, 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105
Robert H. Bunch, Jr., PWS, Palmetto Environmental Consulting, Inc., PO Box 1730, Lexington, SC 29071

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LEGEND
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MIN NEN1
0IIENT
I ELEc*Ric
ALL
NOTES:
1. THIS SURVEY HAS BEEN PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT AND, THEREFORE, DOES
NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON
THE SUBJECT TO ANY EASEMENTS, AGREEMENTS OR
RIGHTSOF WAYS OF RECORD WHICH WERE NOT
VISIBLE AT THE TIME OF INSPECTION.
Z. NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND
UTILITIES.
3. ALL IRONS SET ARE 5/8' REBAR SET FLUSH WITH THE
GROUND.
4. ALL DISTANCES ARE GROUND DISTANCES UNLESS
OTHERWISE NOTED.
5. GPS EQUIPMENT UTILIZED WAS LEICA GSLI USING
NC REAL TIME NETWORK.
L31
N33'S4'45W
C-10
y9�. �s I, �,ia
L32
N33'S4'45 �W
C 4 N
9`-'
1
B V �� 4 POTENTIAL WETLAND WATER
C-5 OF THE U.S.
"C"
Qcs1s WETLANDS
n) AREA: 13,406Sq.Ft.
C-4 6
1T
e�/Ip� q3
B-10pY 'bp D-12
C 3§ l TT
2, AA-11 �✓AA A1 TT 3t ST➢P
�lB-13
B 9
(� m N: 124,031.31
C LSI j'C%� E: 11952,40828
L54g
�L46 B-1L4�L48-0\-16
1T !� D1- LINE
B B T
B Lg2s�v 3 2
R9 T 38 B 6 �5 3
9
TART OAA
20 \ BT AA LINE
wjxr-f A 4
OFTTHE POTENTIALt�rHE U.SU.S. D WATER ONA28
� WETLANDS "B" JE T 4'
\ AREA: 4782 Sq. R. QAA261D'
WETLANDS "C"
"THIS
CERTIFIES THAT THIS COPY OF THIS PIAT IDENTIFIESALL
AREAS OF WATERS OF THE
NUM BEARING A5TANCE
UNITEDSTATESREGUTATED
DETERMINED
PURSUANTTO SECTION404
BY THE UNDERSIGNED ON THIS DATED. UNLESS
OF THE CLEAN WATERACTAS
THERE IS CHANGE IN THE LAW
L50
N82'14'39"W
17.97'
OR
OUR PUBLISHED REGUTATIONS, THIS DETERMINATION
OF SECTION —JURISDICTION
L51
N69'44'46"W
43.04'
MAY
BE RELIED UPON FOR A PERIOD NOTTO EXCEED —YEARS
FROMTHISDATE. THE
L52
N'T4832"W
41,39
UNDERSIGNED
SUPPLEMENT
COMPLETED THIS DETERMINATION UTILIZING
TO THE 19K U.S. ARMY CORPS OF ENGINEERS
THE APPROPRIATE REGIONAL
WETLANDS DELINEATION
L53
N21'08'01"W
41.10'
MANUAL,
33 C.F.R. PART 32SAND OTHER U.S. ARMY CORPS
OF ENGINEERS GUIDANCE."
L54
L55
N19'16'O7"W
N1 D22'37"W
56.52'
45. 52'
L56
N 3'39 38"E
65. 31'
REGULATORY
OFFICIAL:
L57
L58
N39'22'22"E
W
37.28'
57.36
L59
125'5VD1
N56'11'14 E
32.3C
TITLE:
LAID
L61
S25'0948"E
SLID D5'AD"W
34. SEP
43.82'
DATED:
L62
S 611'19"E
50. 46'
L63
Sl D'56'41'W
42.14'
USACEACTION
IDNO.:
L64
L65
S 8'3 T'49"E
S28'31 05 E
51.51'
39.10'
a1iiL_�€`
L66
Lfi7
S49'A 18 E
S A2559'E
584�
4180
CENTERLINE OF POTENTIAL
NON-WETIANDWATEROF
Z
L68
SO'4T 53E
2648'
_F-
- THEU.S.
STREAM "EE"
w 2
N
LINEAR FEET: 864.4'
a
- ND 0(A,
AREA: 2,549Sq.R.
5
E_1 5 EE
NE 929, 561E29
E 9 3'
©E-
Sk0-y Epp 0
E: 1,953,196.63
EE-4
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START30
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/ DD-3 4 n
CENTERLINE OF POTENTIAL
NON-WETIAND WATER OF ^
THE US �UDD
STREAM "DD" C ?' STD
LINEAR FEET:
EET 1401
AREA: 472 Sq R Z
�^ 2
A,
\ \ AA252©,OAA�48 C CENTERLINE OF POTENTIAL
\ �3 NON-WETIANDWATER OF
THE U.S
\ AA23 a3 2 SUGARTREE CREEK
LINEAR FEET 3600
\ � I AA22 3' V 1 \\\i
mvs_mE \ AA21 © OAA20 5' CENTERLINE OF POTENTIAL . 4 AREA: 9,692'gF
L20 NON WETLAND WATER OF 3 f•
rvr \ O!� THE U S. C '
v A— 4 ' 4S. s STREAM "AA"
LINEAR FEET: 1,076.2' LQ
\ AREA: 3,81
�\ AA17 3'o!V
AA15 3
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2 x
L1a AA14 z'
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N: 923 92.E
E: 1,9 3,085.28
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D. B. 604PG.816 \
"PARCEL 6"
TAX NUMSER:O L1800.00.0002
S PFOR
C. S. PAI ER IANDS
BY
SURVEYORS CERTIFICATE ` 824-1C3E5 8
I. C-E. Robertson, certify th Rl this plot w s drown under
my s n from a actual s vey made under my upe nisideed description recorded AS REFERENCED);
that theohoun—A, not su ve yed are clearly Ip dlcated as
IS .. sMated 1 : 00000 + that the Global
P-Itioog s,J" (cps) survey and the followllg 'mforma9ol
sed To
pe"D'- the CPS su vey.
Class of s vey A
Positional c do p rocedu01O'
re: Type of GPS field pIDates of Survey 12-31-18
Datum/E DOCI,: NAD83(2)11)
Publlsned/Fled .a"o-al ase: NCRTN
Geoid model: Geoidl2B
Combined grid factor: 1,00001428
Units: US survey feet
This s ley is pr alolher ""gory. sa=h as me r ombi„pnpr,
OF
exletrlp9 parcels, a court -ordered su yey or other exceptlo0
Witness Ty original signature, registration number, and seal
this 261h day of Ma rclT, 2019.
Registration Number: L-1421
N. 923L809.59
E: 1,953,316.59
CJ
OO
OO
_—�� , PLAT"OF SURVEY
OWNS
� "WETLAND DELINEATION"
OR
THE SUNROCK GROUP
\ HIGH70WERS TOWNSHIP CASWELL COUNTY
I NORTH CAROLINA
MARCH 26, 2019 SCALE 1 100
19
00 REVISED D too Zoo 300
SCALE
REVISED 01-21-2020 TO C.E. ROBERTSON & ASSOCIATES, P.0
R­IVg X m - - wr➢—enrol PROFESSIONAL LAND SURVEYOR L-1421
er e uesl2(01 ZPD 2D2➢) E CERTIFICATION NUMBER: C-292B
REVISED FI2-12f-2A019 TO P.O. BOX 584
updated Laney, an os er e aest (12-03-2019) EDEN, NO 27289
REVISED 11-5-2019 TO
updated Features. Lapels symbols pe ees qut (10-30-2019) PH. (336) 627-O498
REVISED -2019) Fp TO
USACE Sit, vlslt (SEA 4_1-2D Updated Features EMks® AIL: Ifoulcersurveyors. cam
AREA TABLE AND ➢REVISE TITLE JOBNAME. 5UNROCKWE7LAND53

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LEGEND NOTES: WETLANDS 'S" "THIS CERTIFIESTHATTHISCOPY OF THIS PLAT IDENTIFIES ALL AREAS OF WATERS OF THE
L271 N12'49'23"E 6D.40' UNITED STATES REGULATED PURSUANT TO SECTION 4090FTHE CLEAN WATERACF AS
1. THIS SURVEY HAS BEEN PREPARED WITHOUT THE DETERMINED BY THE UNDERSIGNED ON THIS DATED. UNLESS THERE IS CHANGE IN THE LAW
Eii O° ,E BENEFIT OF A TITLE REPORT AND, THEREFORE, DOES L272 NJ6'S642 E 46. 31 OROUR PUBLISHED-DIATIONS, THIS DETERMINATION OF SECTION -JURISDICTION
sO° NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON L273 N85'51'54"E 52,98MAYBE RELIED UPON FORA PERIOD NOTTO EXCEED FIVEYEARSFROMTHIS DATE. THE
L2T4 S6535'00'E fi4.08 UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING THE APPROPRIATE REGIONAL
nENT THE SUNECT TO ANY EASEMENTS, AGREEMENTS OR SUPPLEMENT TO THE 1987U.S. ARMY CORPS OF ENGINEERS WETLANDS DELI NEATION
2 RIGHTSOF- WAYS OF RECORD WHICH WERE NOT MANUAL, 33 C.F.R. PART 32SAND OTHER U.S. ARMY CORPS OF ENGINEERS GUIDANCE.-
F - - MSIBLEATTHETIMEOF INSPECTION.
IIEIIES
OO PONTa C L R 2. NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND REGULATORY OFFICIAL'
P UTILITIES.
nc neov[ cRnp[ 3. ALL IRONS SET ARE 5/8" REBAR SET FLUSH WITH THE TITLE:
GROUND. .,
+ '
4. ALL DISTANCES ARE GROUND DISTANCES UNLESS 1 3 4' DATED:
OTHERWISE NOTED.
0
5. GPS EQUIPMENT UTILIZED WAS LEICA GSI4 USING K1130 SACEACTIONIDNO.:
NC REAL TIME NETWORK. 6
b O !3
uu-9 5'0�
N16N -5
C1,A POTENTIAL WETLAND WATER ti O�i NONERUET NAND WATER IOF FlaTe
0-10a U OFTHEU.S. i
l�s WETLANDS"Q" ,k9 � THE " 0+!
z<S ',. ;k STREAM "UU" UU-6 5 `o
Q l AREA: 8,81059�F[. "' p
-11 6, 40- - LINEAR FEET: 536.9'
o- 1, L272 z AREA: 2,542Sq.k. NO+VU-58
12 60)1OoON UU-45'
0-13 ! 1J O
p-14 TT 0-di • • { 2 3' Ow
0 RR
� UU-3 5'
L258 L 5T
2s v
PO 5 STAIT O RR3 3' mn uu-2 3'
N CENTERLINE OFPOTENTIAL i12g �© L129
RR4Lz3-"*T, NON -WETLAND WATER OF IF 42 20 IF
THEU.S r
©RR5 4' STREAM "RR" rye - 2 u�u) s D
LINEAR FEET: 276. 1' OFF-41
AREA: 941 Sq.Ft. r�?
SUSAN H STER ET i
D. B.3 PG.23
3/4" EIP
N: 927,074.67
E: 1,954,313.27
BIG
D. )SF
FF-47 20'L131
L2 0 F.
BIG 30 L251 „'I V-i POTENTIALWETLANDWATER v STREAM IF
!J S yyy L108 N152455"E 8268'
RRT 4 TT PP 7
2 . L244v L243 PP + OF THE U.0 FF-40 2 9 WETLANDS "S"
PPT 5 h PP8 A, 5 - AREA: 6,651Sq.k. N L109 N12'2J'S4"E 4289
DID L44TL246 L110 N2'4206'W 735S
1LA00 O 5 3 S 4 L111 N34'5806 W 76.33'
q O PP5 3 PP6 6 O �2 m S 2 L2y2Q LIT3 0. 12 O
L112 N14'4419 W 63.54
ti L240 ,_, 123I PP13 5 L231 L230 4 L 23 L113 N 3'43 50 W 9018
O O PP12 8O `a N N 9 L114 N 315 39 W 67.32'
5
ry F!6 5 !2 ry�O C ) ry,S®232,,Y,�F[,1229 `. PP20 6\F- 23 1 L115 N 31539 W 6.65
CENTERLINE OF POTENTIAL B 0 Cz36 2`3S A 6Q/ \� C -L121 LR L116 N 9'1644 E 6912
NON -WETLAND WATER OF 5 0 6 5 Q4 Q4p"�L �'6 2� L11T N1429 PC 6275
+ 0 J
THE U.S. v�D, 46, d, ^ ry 2 g"p0 FF-3T 22'� L118 N143303'E TO.TB
STREAM "I'll'" ¢ ¢ L234 �•,-23 " u19 N36'30'49'W 3965'
LINEAR FEET: 844. 1' IN O 9 L120 N26'21'29"W 25.62'
WETLANDS "N" AREA: 4, 136 Sq.Ft. T_22 -�
NUM BEARING DISTANCE _ s d. T- O+ FF- L121 N26'21'29"W �.59
L219 S2T'08'43"W 36,80' L122 N 6'54'55'E 3413
L220 S72'3001"W 52.31' WETLANDS "T" i-21 3 _ L123 N 6'54'55"E 25 74'
L221 L124 N16'2026'E 68.09
S83'26'07 W 56.33' NUM BEARNG DISTANCE
L222 S87'5216W 46.03' L273 S15'55'32E 4T.95' T-2o4N4 L125 N29'S948'E 54.40
16
IF- N
L223 N54'19'34 W 18.59 L274 S 5'5810 W 58.37 \� O35 2 L126
POTENTIAL WETLAND WATER Qr 5 L12N8181'15 "E 5329'
0435'E 11'
L224 N59'029'E 34 TO' L2T5 S 6'04'33'E 51.21' OF THE U.S, L128 N80'1803"E 1161'
L225 S82'0623'E 50.39' L276 S1444'33E 49.40' WETLANDS "T" � 9 L129 S8T'ifi 42"E 14959'
L226 N75'41'26E 43.25 L277 S24'3421"W 53.12 AREA: 12,))(IS9.Ft. T- L289 ALo^A OFF-3422'
L22T S32'52'10'E 38.59' L2T8 ST6'4fi 34"W 3T.64' ,660� 290 L130 N66'21'00'E 61.32
L228 N39'31'56'E 37.52' L279 S4210113'W 44. 59' _ L131 S88'56'20'E 31.63
1e� T TZTB 6 i
L280 S-318 "W 49.22 `V� ry19 L199 -'
L281 S33'13'09"W 34.43' J /"-1 �-
L282 S51'54'38'W 35.14' f D, �128o- 0 4 B�p Lt9T 4 13 6 L115
WETLANDS R" L283 S63'24 50 W 61.16 T-14 i TRIBUTARY "MM"
NUM BEARING DISTANCE L284 N21'34'20"E 27.39' 3 ryBS�. )jvWNO7-OP",
ry� y�"�:2 p L�- L1917 S76'4520NW 01569N82
L258 S71'04'46"W 6.05' L285 N57'41'30"E 42.10' Ah T-10 S
93
L259 N40'30'36"W 31,97 L286 N47'25'57 E 50. 65 ro 11 p L199 S3317'01 W 24 41
N
a-5 _ NOO MM-8 2?2 OFF-32 20' L199 533'i T'0 "W 4.41'
L260 S41'3fi 5-W 34.30 L288 140'43'00 E 36 5C "Q' 2
L261 N41'43'55 W 34.30' L288 N56'4425 E 36.Sfi T-12 � r L200 S 3'0900'E 23.81'
L262 N51'55'56W 31,28 L289 NBT'09'43 E 29.29 7 MM 10 3 L204 L201 S5306 31"W 31 72
L263 N62'23'15E 31.80 L290 N62'5351'E 32.42' o© OM 9 4' �' L202 S 6'0634"E 2928'
L264 N24'1018 E 46.4T' L291 N 5'3558 W 6723 MM-12 3 PIP NO MR
3' PIPE L203 S32'47'20"W 59.T1'
L265 N5'35'50"W 57.83 L292 N11'11'14W 4T.57 r60C O+ry0 OFF-3120 L204 FES 08'05"W 2589
L266 N5T'3323 E 41.5� L293 N3228'16'W 41.20' MM-135'0� L205 5024'4T"E 29.45
F
L26T 522'00'21"W 56.20' L294 N14'12'00'W 20.38' N N L206 S42'26'43"W 16.87'
L268 S1316 28'E 43.59 L295 N31'40'19' E 69.19 0 L207 S56'26' Dl E 37 09
65
L269 S36'25 0T E 44.69 M 15 4 y'09 OO M 4 4' FF-30 20 7 t�...�, L208 S 9'0 '0 'E 3T.65'
-s-� T 1 L209 S59'35'59"W 48.02
L2T0 S153312'E 50.39' - �- M - 8
L2T1 S 348'56W 49.59 - Mry^,yO3'L212 ,L�2111v -b L210 S25'5520"W 20.85
L272 S71-0446"W 5.51 MM-20 3' L24 'J , MM-16 3' O+ IF- L211 N85'12'08'W 21-84'
ry O L212 S86'M108"W 56,82'
L213 S53'59 11"W 24.37
POTENTIAL WETIAND WATER ro0 E 'o L214 STT'49'19"W T8.64'
93
JOF THE U.S. 4 h MM-21 3� L215 S50'0114"W 41.65'
WETLANDS S.
, 0 L216 S36'11'40"W 2761'
MM-22 3 OFF-28 20';'
AREA: 3,2)35q.F[. F' CENTERLINE OF POTENTIAL L217 S43'34',A W 4015'
r <p OOM NON -WETLAND WATER OF
y M-23 4 THE U. S. L218 S33'37'26"W 41.60'
e, STREAM "MM„ OFF-zT 2z
N-4 N-3 N 2 RR �MM-243 3 SHEET3
T. , 5 ry,JnA 1225 L22 -22T� o^, LINEAR FEET: Jq.R. o -
AREA: 3,035 Sq. k.
- ,- MATCHLINE k
N jO -0• _ p. 8220 N-9 TT MM-24
- 223 L222 N L22t _ SHEET2 OFF-28 23'
F-25 20' 0
SURVEYOR'S CERTIFICATE
I, C.E. Robertson, certify that this plat was drawn under
my sup.„Ision from an actual s vey made under my
sup.„slo in (deed desc.i pton lrecorded AS REFERENCED):
that the boundaries not s ,eyed ITS clearly indicated a
drawn f mall', i and a that the ratio 0
prectsl., a rooted Is 10 OOD + : that the AID_
FAST
c-, System (GPS) s vey and the fouowing PAY'D,_
sed uo perform the CPS su vey.
Classu of s vey A
Positional a acy 010'
Type or GPS fI2Id procedure: RTK
Dates of Survey 12-31-18
Datum/Epoch: NAD83(2011)
Pa011shed/F1X2d control use: NCRTN
Geoid model: Geoid l2B
combined grid mcior: 100001428
units: US su.v feet
That his plat was prepared in accordance with G.S. 47-30 as
amended.
This sa,vey is pr an0me, eategp,y, saeh ps me ,eepmbtZ!
If easitn9 p =e1s, p p„t-p,de,ed ea uzv p, pine, e.cep i"
t, we defimifl n of s,edim,ion.
Witness my original signature, reglstratlon number, and seal
this 26th day of March, 2019.
Surveyor
Registration Number: L-1421
PLAT OF SURVEY
L306
N63'12'04"W
30,09'
SHOWING
L30T
N16'35'04"W
59.73'
WETLAND DELINEATION
L3oa
N3sa91 o"w
3605'
FOR
THE SUN ROCK GROUP
HICH70WERS TOWNSHIP CASWELL COUNTY
NORTH CAROLINA
MARCH 26, 2019 SCALE 1"= 100
REVISED 4 9 209
Too 0 loo 2D0
DID
SCALE
REVISED 01-21-2020 TO
we - -1, 1 C.E. ROBERTSON S, ASSOCIATES, P.0
per uSACE Request (A1-to-2020> PROFESSIONAL LAND SURVEYOR L-1421
RSVISED 12-125A019 RT0
p ted Lapels. and MSED pe st (12-03-2a19)
CERTIFICATION NUMBER: C-2928
REVISED 11-5-2019 TO
P.O. BOX 584
u Pdated Features. Lapels, an - Per USACE Re9uest (10-3G-2019)
EDEN, NO 27289
HE
REVSED
usncE site ,IIH (TSEE-30292019)9u9doted Features
PH. [phone]
EMAIL: ks C c e.su .ve yo rs
To a
AREA TABLE AND REVSE TITLE
JOBNAME: 5UNROCKWETLAND53

LEGEND
N Ell
Q
R� b ELECTRIIFILE
IlNtll
NOTES:
1. THIS SURVEY HAS BEEN PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT AND, THEREFORE, DOES
NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON
THE SUBJECT TO ANY EASEMENTS, AGREEMENTS OR
RIGHTSOF- WAYS OF RECORD WHICH WERE NOT
VISIBLE AT THE TIME OF INSPECTION.
Z. NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND
UTILITIES.
3. ALL IRONS SET ARE 5/8" REBAR SET FLUSH WITH THE
GROUND.
4. ALL DISTANCES ARE GROUND DISTANCES UNLESS DATED:
OTHERWISE NOTED.
5. GPS EQUIPMENT UTILIZED WAS LEICA GSI4 USING ACEACTIONIDNO.:_
NC REAL TIME NETWORK. �A. %9r Hf�X
toss � � v C,S?�2
1F�gC F 01 WETLANDS "Z A,Ny10
NUM BEARING DISTANCE _*_'AA R
L396 N60'DA 31"W T4.23' Oro- -066 ;r2 IF'A`s`1'jr551F
L397 N233644"E 56.95 L433 !y r1 CENTERLINE OF !S
L398 N51'2406"E 53. 91' , T slop POTENTIAL ,' ^6�
16b
L399 Nfi3'13'49"E 60.10' 1 69� J� TSOO1 bb-6 3 NON-WETIAND Wjl�
L400 N68'09'36"E 41.48' Z r p01 53 WATEROFTHEU.S.y1rT3 tletol bbL401 N4z1a'2T"E T3se' m TO `�o STREAM
L402 Nfi2'30'34"E SO.ST'L428 S 2 "1Bg"
L403 N331512"E 61.13' Q ()-- °1'171bb-4 2' LINEARFEET:259.6' OOWL404 N28'03'40"E 53. 61' z;f>�VAREA: J61Sq.FE
L405 N16' '02"E 52.95' ee22L406 S51'36'42"E 51.10' - "' lee-3 rV\n2414L40T S3301'22"E 20.98 3 N To VV55814Q �v
L408 N43'02'00"E 23.20' _ C" 4�2
L409 N49'3036"W 45.JJ' Y CENTERLI NE OF FL505 3p2 �L POTENTIAL �L421 p>',..
L410 N1640'16"E 40.99 (fit CENTERLINE OFf
L411 NSA 'OT'23"E 42.48' NON -WETLAND MM 'F L341 , NON-WETIND1
WATER OF THE U.S. It 1bd 0� ! e e
L412 N28'28'44"E 62.54' STREAM w5312'CN[, 's�F sp EC 2 B THE U.
L413 N64'25'40"E 13.82 ' +� STREAM
-1EE" VV5210 -p LINEAR FEET:,
LINEARFEET: 181.6'A_5 /y AREA:
�. necn. as c Ft
�' W 10'r-
51
VV50 10' v
WU
C333W48
L332
L419 ST2'51'24"W 3T.32' Locwnorvl
OLD ROAD BED 1J L420
1APPRoz „\O VV4T 8
L420 N62-50'28"W 1229'
0 r 29 vv 11
7 V4 10
32
�-526 p, �W4413'
"r�Ow4 1443 10'
> fr. L323 L32A OW4 10
�Ov
E17TTVV��r vv391
o/
i ((}}L-41 I!'VV3T 12'
o1Z15 Z18 0
Z110 � d 14 N
�S6 09 5 ,�0 @ws
A l z 518
A% AN
z9�9 `bb V3513
L311
POTENTIAL WETIAND WATER VV3312 O+VV3413'
OF THE U.S. o3p
WETLANDS "Z" L.ya wv321z'
AREA 1204Ac z
,c P iLO? "VV3112
Z" M CENTERLINE OF POTENTIAL
w NON-WETIAND WATER OF
L313 THE U.S.
z4 I" 2 o VV30 14 STREAM "W"
ti
2y9 5 V29 13
LINEAR FEET: 4, 157.6'
Z3 AREA: 1.2D Ac.
9�
Vg 22'
© 1310 L.-5^^ w-2e 10
v� W25
v t W-27 11
50
zi
A 10PIPE
L398 N: 926,109.93
E: 1,952,017.76
kS
B�
SURVEYOR'S CERTIFICATE
GE. Robertson, cerD, that this plat D s drawn u
p.S
my supervision i actual s vey made under my
th,A ILI, (deed desVipc,, ry,d ,, As REFERENCED);
mot the boundaries not s d OS a clearly indlcated a
drawn rrom tnrormptlon round a eh0wn: that the rptto or
preas0' " mmed 1e 10 DDD + ; mat o t-
Posmonld I. ptem (ca5) s Yey pod the rouowing lnrormproo
sed m perform the GPS survey.
Clasp o(s vey A
Positional a acy 010'
Type of ADS field procedure: ALP
Dpi es pf Survey. 12-31-18
Datum/Epoch: NAD83(2011)
Published/F'i.ed control use: NCRTN
ceom model cepmlza
Cop,omed grm memr 1 0000142a
Units: US ""'A
u reef
That his plat was prepared in accordance with G.S. 47-30
mas
aended.
Yey �s comer category, s s the r oproo
pr�e.�scng p sel>°. a pert -ordered s'I"y AT
athe�oe cepcpn
IS the definition of subdivision.
Witness my original signature, ..gIA,DIIp number, and seal
this 261h day pf March, 2019.
Survey"
Registration Number: L-1421
m TRIBUTARY "TEE"
NUM BEARING DISTANCE
L421 NTT'3T'4T"W 47.64'
L422 N60'57'24"W 34.05
O9ao L423 N 9'4548W 41.17'
L424 N2129'36 W 41.33'
L425 N80'1139W 17.33'
NUM
TRIBUTARY "1BB"
BEARING
DISTANCE
L500
L501
S49'29'35"E
SJ4'S5'45'E
4283'
322T'
L502
L503
5333833"E
5212T'25'E
51.3T'
51.05'
L504
L505
542'18'40'E
N42'18'40"W
T222'
9.80'
WETLANDS "11"
6
BEARING
S39'32'39"W
DISTANCE
8.85'
NUM
WETLANDS "TEE..
BEARING
DISTANCE
427
L428
526'4153W
S26'4153W
31.49'
T. 63'
L506
L50T
5733332E
S13'57 04"E
21.50'
39.20'
-A
L43D
N84'38'58"W
N31'41'07'W
45.95
45.43'
L508
L509
512'01'04"W
S45'12'47'E
56 6T'
4185'
L431
L432
N40'4535W
N4359'31"W
40.40'
522V
L510
L511
S22'50'24"W
S332454"W
44.67'
5718'
L496
L497
S56'18'17"E
S69'51'30"E
30. 71'
47. 05
L512
L513
S141623"W
S23'4606"W
6336'
65.35'
L498
L499
S58'37'01"E
5 0'49'29"W
44.45
35.13'
L514
L515
527'57'15"W
55748'24W
42.43'
39. CA
L516
L517
S39'51'43"W
N32'03'18"W
57. 17'
14.51'
L518
L519
N32'03'18W
N22'4900E
27.00'
50.8P
L520
L521
N35'24'54"E
584'5429E
78.22'
12,19'
PLAT OF SURVEY
SHOWING
"WETLAND DELINEATION"
FOR
THE SUNROCK GROUP
HIGH70WERS TOWNSHIP CASWELL COUNTY
NORTH CAROLINA
MARCH 26, 2DIA SCALE 1'= 100
DD BEA5ER 4-9-ems o0 zoo 200
SCALE
REmsED 01-21-2020 To C.E.
ROBERTSON & ASSOCIATES, P.0
R9 Su v f _Fla 1s 1- - �o nwranmenml
e-
�10-2020)
PROFESSIONAL LAND SURVEYOR L-1421
per USAGE Request (01
CERTIFICATION NUMBER: C-292B
REVIIEED 12-121SA019 T(t
updated Labels, an st (12-03-2m9)
p.0. BOX 584
DE
e symbols us
ED0 NO 27289
p fed Features, Labels F q st (10-30-2019)
p Re
PH. [phone]
REVISED 8-29-2019ATo
USACE 5 I1 (T- D19) U otures
e RE_4�9 �2019 TOd ADDd Fe
EMAIL: Ifoulks®cersurve;ror,. com
AREA TABLE AND REVISE TITLE
TOBNAME. 5UNROCKWE7LAND53

LEGEND
E
Q
R o ELECTRIIC
NOTES:
1. THIS SURVEY HAS BEEN PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT AND, THEREFORE, DOES
NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON
THE SUBIECT TO ANY EASEMENTS, AGREEMENTS OR
RIGHTSOF- WAYS OF RECORD WHICH WERE NOT
VISIBLE AT THE TIME OF INSPECTION.
Z. NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND
UTILITIES.
3. ALL IRONS SET ARE 5/8" REBAR SET FLUSH WITH THE
GROUND.
4. ALL DISTANCES ARE GROUND DISTANCES UNLESS
OTHERWISE NOTED.
5. GPS EQUIPMENT UTILIZED WAS LEICA GSLI USING
INC REAL TIME NETWORK.
REGULATORY OFFICIAL:
TITLE:
DATED:
USACE ACTION ID NO.:
!" F+-\
L444 NF6 460
W 4
1d
L443 N3fi'43 W 4fi.' ryQ ss f
31 d O 11
L445 N4800 20 W 51.53' ! w . <_.v L - 6
L446 N51'3922 W 48.12' QQ
L447 N31'57 34 W 56.31 d 4Zo b 2 � t 162 "I
1 e64 UAt)
L448 N55'1641 W 37.33' \ �i�'p 1JI - PUg3(
L449 N42'DO 16 W 45.6T 1d 24Q - �Qd�iP 11161` �» N
L45D NBD4547'W 71.73' Ip P 97 'Y20 : 1D
L451 N88'35'39"W 44.36' E,1'1 1d-Zg'. ¢!. ,r ��G 99� 11160 11165
L452 N82'36'25"W 49.35' id-23V Q"2Q� T9 1e-ED
L453 S86'At 33"W 53.88 S n 16 8 'Ss
`1
L454 S8541'08"W 46.5'
Lass S79'DrD1"W DID7V Vp>
L456 N53'1522W 46.34' 1d-22� a, 1d�26 90 6 A1c�
L457 N40'49'30'W 33.80' rI \� L464`10 -
L458 N55'18'37"W 54. D2 JI 96>b A F0�J4
L459 N79235D"W 45.80' 1
d-2t p 29 y °a 4 Ao �re-J3
L460 N84'22'18'W 50.80'--
L H S73"21'28"W 42.DT' �s
L462 N4928'39"W 23.34' 1 01 -P
L463 N70'39'55"E 26. TT' d-2o>>\ O >�nsb �� 4a1c-32
3
L464 N22'44'46"E 21.p3' id-19, qF1 e 1c-43 {
L465 N12'47'20"W 3620' WETLANDS "1 D" '.?8 '?-� PI L
L466 S79'0821 'E 27.92' NUM BEARING DISTANCE : 1d u>, 1 44AQ Yo 1c 31
pp 2> 3
L46T S56'2916"E 35.31 L538 53T'40'O5"E 2 98' 1 TS c y
L468 N86'21 42"E 40.83 L539 S48'51'03W 13 03' L559 SB R'
L469 S634041E 45.1C L540 S80'2039W 26.2fi �,1p l3, Q`bs284
L4TD S63'4D 41'E 45.16' L Y NS7'1451 W 49.16 . 1p i 97 l��R. ly q�
L471 5570252E 47.80' L542 572'5417'W 48,56'
L472 S54'1821 'E 46. 76' L543 N66'0314W 61,63 ��n9�O�Vj.'P9"mod a �1�2a
L4T3 N81'34'01"E 3D.29' L544 N70'08'58'W 4T.TT' G %q ��2rt, !p\dTC SO x2
L474 S825021E 52. 01 L545 571'3823W 53,53 2rt, .f1$ 9!O
q� 1 L435 N8600544 E 48.9L546 N39'0638"W 52,45 99i99yc�e F,9 'yT"gyp d� 2r 3sST1 8 x �. J
L 5 S67'5823"E 142T' L547 N24'0344"E 11.SD' $ �.e'.� V 1 t1 F 9S my � a ➢ g 9S ` � `1 L477 N80'57 04E 44. TT' L548 N24'0344E
L478 N81'2059E 22. TO' L549 N51'0617'E 43.32 �} s, - `8 }, �^ iS� �2e -
L4T9 S27'06 50"E 14.3T L55D SVE'11 53"E 49.11' \h �Nd l91 25 ' L'
L48D S85'1610E 4T.28' L551 N64'321T"E 43.28' _.� 1d-13 T `�,+1d a �\ !F -24
L481 S734725E 28.19' L552 S70'33'00"E 42.37 +(�,}tJ - 'O t� Tqt J,/�s.➢
L482 S19'48'43"E 44.93' L553 S77'58'27"E 39.9T' 4
L483 54200'39E 79. 5' L554 582'48'58E 53. 54' �'ti2 c �Sd1T
L484 S79'3906E 22.85' L555 S73'33'16"E 41.46 1 9 F s o Ry�bJ{1162Ai �P
L485 S320L55 4526"E 45A 6 S37'4005"E 45.31' !y 2 �^qL • t116�Ap �•�'
L486 587'5959E 48.54 L1133 N53'2319W 37.31' / t%$ -13� o \c\111 � 1 -
L487 S43'01'57"E 3T.T1' L1134 N48'1553W 51.45 y v0e�2� 'p\d` /yd 3 1c_3^\ y-\1c_160A9
L488 S53'2COB"E 34.9CY L1135 S83'19'41"W 30,89' 9R' F• a 4 b 20
L489 550'13'09E 54, 01 L1136 N40'4625W 50.T0' 4,�p G's-9� 6 9p• •TS3 ti
L490 S49'5237"E 55. 97' L1137 N61'1912W 57.54' Qm T�-53 -1R
b0
L491 549'52'37"E 55.97 N10'7'01"W 6592'
L492 S73'23'17"E 45, 39' L1139 IDS 4453W 60,67'
L493 S442615E 70.54' L114D N28'0821W 52.22dd�225' 1ti54 °J.1W
J,
L494 S68'36'03"E 40.85 L1141 N53'55'46"W 41.54'
L116D N90334E 34.50' L1142 NSD35'50"E 42.94'
L1161 N12'3740E 21.72' L1143 S8643i19"E BJIJ JC o-en a -16
L11 fit N93815"E 49.9T' L1144 S69"12'39"E 12.2' - CFS3
L1163 N632859E 14.9T L1145 S71'23'49"E 76. TT'
L1164 S61228E 48.33' L1146 S6343'38"E 68.62 FS3 m 11�S6m0
Lll65 5 12'28"E 49.43CHAT S66 OS'38"E 46.14' y1^
L1166 5881T'22'W 27.99' L114B N73'34'33"E 45.40'
L1160S N5'4252E 31.49' e 6' Oc-5
ZO�o, 1
L1161 N3'42'18"W 35. D^ 1'
L1162S N625'22W 39.92' TRIBUTARY "TEE S2> p y II
L1163 N63'28'59'W 35. 57' NUM BEARING DISTANCE OTS =rE
u s
L1164 N48'09'19"E 33.83' L522 S>8'0335'W 43.83'
L1165 RED3'15"W 36. AT L523 S685330W 35.89'
L1166S S17'43'58"W 47.91' L524 NTS'2418"W 2324' q 2G�0 O�- N�(A 9 O Q
L11fiT 122'30 D9"W 35.82 L525 S5841'28'W 40.8T' G a1J, op , 9 _ r 2j0
L11 fib S19'Di'28"W 41.15 L526 S820359W 30.13' 2 4n ">•� w 2°a l 1a
L1169 N023015'W 41.18' L523 S605341W 48.13' 99g9 e�F9 y910 Ti S, S22
L525 N51'5452W 30,55 2 �.�Gr s
L529 S2T'5359"W 17.89' s 22�js 1�61 .P Py 4A
s x
L530 S651T'49"W 28.95'
L531 5723103 W 67, OS'
L532 S662650W 41.3s TRIBUTARY "1BB" 1
L533 S7309'09"W 53.27' NU 'I
GEARING DISTANCE 11�63
L534 S74'43'17"W 41,30' L557 1fi 5216"W 46.96' ' 1-A
L535 N 4'39'07"E 8.68' L558 I S81-39'21"W 44,56 1 - Ip
L536 N79'43'111W 48.29' L559 S37-27'38"W 19.33 ^by_ 4pl IW -
L537 577'49'43"W 32, 52 L560 I N61S556"W 14.OV v
SURVEYOR'S CERTIFICATE
I. C.E. Robertson, certify thli this plot was drown under
mA su p"'i i n from an actual s vey made under my
supervision s(deed description recorded AS REFERENCED);
t,R, t, b U0dalle' not s ve;� d a arty Indicated a
drawn 1 motion i and a e that the ratio 0 5om n5O5ulated i o1 : s 10 000 + - that the O obol
P09t1'OlIng es Klem (cps) s v y ood the H'11_io9 iorprm at op
111 to p11foll the GPS survey
'10" 0, surve ` A
on O P.Alll acc 0cy 010'
Type f GPS field P ....
0educe: R�
Dates of Survey. 12-31-18
Dotum/Epoch: NAD83(2Dll)
Published/Fled control use: N-tN
Geoid model: Geoidl2R
Combined grid factor: 1,00001428
TM1lts: US 1b h feet
at M1 s plat was prepared In accordance with G.S. 47-30 as
amended.
This su vey is of another category su cM1 - the recombination
0f exlstl 0
9 parcels, a 0u1t-ordered su v1y 01 other exception
to the denn111on o1 subd1v1s1on.
witness Ty'SOl"I signature, `gRtlocion 'umbel. pod seal
this 261h day of Mo1ch, 2019.
Sur or
Registration Number: L-1421
is-651� � A->
1c_66`'V !p
\\\
6
PLAT OF SURVEY
t
S'
SHOWING
"WETLAND DELINEATION"
➢�
FOR
�A
THE SUNROCK GROUP
HIGH70WERS TOWNSHIP CA5WELL COUNTY
3
NORTH CAROLINA
MARCH SCALE 1"= 100'
fIP T6-0S%'
p �
A
4-019
REVISED 4- -2019
9
�( o J
100 100 200 300
SCALE
._ S
C.E. ROBERTSON & ASSOCIATES, P.C.
FEVIVED - -
PROFESSIONAL LAND SURVEYOR L-1421 -fl, W
Su-, of -El-d 10 - - 0 IS Pilot
Env i ronmental
CERTIFICATION NUMBER: C-2928
Per USAGE Rt 0012110-2020)
ecioREISED 1,es
2 TA
P.O. BOX 584 UPdoted Lohels,
and st (12-03-2019)
SROEVIA u5A2019 cTOc
EDEN, NO 27289 Updated Features.
1 11
Labels d symbols pet USACE Request
(10-30-2019)
PH. [phone]
sSIR
Rvlsli Z261
EMAIL: IfoulksC`cersurve yors.com 05ACE
( -1
Ste19) Upda d F eotures
REVISED 4-9-2019 TO ADD
JOBNAME: SUNROCKWETLAND53
AREA TABLE AND REVISE TITLE.

LEGEND NOTES:
EIsO of 1. THIS SURVEY HAS BEEN PREPARE
BENEFIT OF A TITLE REPORT AND, TF
NOT NECESSARILY INDICATE ALL ENI
THESUBIETOANYEASEMENTS,O
11-1 LINE noN. NENT CT
RIGHTSOF- WAYS OF RECORD WHIC
- - MSIBLEATTHETIMEOF INSPECTIOIN
111111V
OO n C f R Z. NO ATTEMPT WAS MADE TO LOC
P UTILITIES.
he nllov[ cRhn[ 3. ALL IRONS SET ARE 5/8"REBARS
GROUND.
5. GPS EQUIPMENT UTILIZED WASI
NC REAL TIME NETWORK.
SURVEYORS CERTIFICATE
GE, RoOeftson DAY1, that this plat was drawn under
rom my supervision fD, actual survey made under my .
th"1 the boun dories not surveyed are dearly in di -Id,,,
drawn tram information found a sY,own, that the ati
s
preclslon Y calculated Is 1 : 10 000 + that the G10.1
9System
CENTERLINE OF POTENTIAL
Posltloning (GPS) survey and the fo11"Aing Inform"tl"n
NON -WETLAND WATER OF
Bised to perform the GPS su ve y.
THEU.S.
lls"Vfs"ruzy A
STREAM"U"
Positional acy 010
LINEAR
l
Type of GPS held procedure. RTK
Dates of Survey. 12-31-18
380Sq..Ft.
- � AREA: 9�Sq.F[.
DVium TEp"CII: NAD83(2011)
t
Published/Fixed control use: NCRTN
Geoid model: Geaidl2B
Co-1-d grid factor: 1,00001423
xx�
Un It,: US feet
'n
6'
Th t hi, pl t AD, prepared accordance wth A . 4730 as
am d d.
5685"5
'
ttLEU^
y f another category s 11 inev rec nat'"n
t t dered M1vey ther
5gL '53
�O
of 9 p 2el o su o euept on
to th d f t' n i bd" n. w3 CY
l W1
SB6 L�
WIt y lgln 'g t reg'strat'on number and se
th s 261h day AT March 2019.
POTENTIAL-
-ATER
"THIS CERTIFIESTHAT THIS COPY OF THIS PLAT IDENTIFIES ALL AREAS OF WATERS OF THE
UNITED STATES REGUTATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT AS
DETER MINED BY THE UNDERSIGNED ON THIS DATED. UNLESSTHERE IS CHANGE IN THE LAW
OR OUR PUBLISHED-DIATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
MAYBE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THE
UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING THE APPROPRIATE REGIONAL
SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF ENGINEERS W ETIANDS DELINEATION
IfE'. MANUAL, 33 C.F.R. PART 328AND OTHER U.S. ARMY CORPS OF ENGINEERS GUIDANCE."
(P/L) REGULATORY OFFICIAL:
N84'2432'2, TITLE:
VVI 15'
w _L395
V 9�5 VV214 L394 DATED:
VV3 12 G
-ACTION ID NO.:
q
STREAM "W"
NUM BEARING DISTANCE
L346 N23'1819"E 89.12'
VAR 12)lv L347 N23'18'19'E 31.49'
6 L348 N34'18'31"E 84.03'
L349 N 50531"E 34. 21'
L35D N 505'31"E 31.OS'
°'O4 Vvr 12' L351 N191645"E 95.24'
'hW L352 N 846 50"E 53.50'
W8 16Ov L353 N14'59'38'E 4660'
L354 N16'20'33"E 81.13'
L355 N16'2D 33"E 66.03'
O^vv, e' L356 N17'10'31"E 5D.22'
L357 N20'27'45"E 39.65'
L358 N42'5824"E 34.84'
Xx25 3L582QWXX114'\VV1014' L359 N85'5635'E 5D. RAT
L360 N84'12'22"E 59.54'
A L361 S65'54 05"E 54. 01'
L3fi2 N 8'51 29 E 48.50'
a 0 ART • J L363 N69'22 54"E 57.33'
v L364 N29'4828 W 51.52'
VN2 4� L3fi5 N292054 W 5.52'
L366 N O5019 W 40. 74'
w vl L367 N36'5024 W 38.61'
L3fi8 N D1326 W FIF RAT
L369 N26'2323E 60.13;
Sufveyor OF THE U.S.
Reglso-mmn Nqmbef: L-1421 WETLANDS "W" � 7!%
AREA: 1,553Sq.R.VV13 ,517,
WETLANDS '1YVV7 yl
L A S73'38'32'E 21.50' ;..W1T 9 CL50T S135704"E 39.2CT A2'01'04'W 56.6T' VVIe L R S45'12'4T'E 41-85' VvL510 S22'50'24"W 44.6T'
L511 S33'24'54"W 57.18' T%Y ��4 POTENTIAL WETLAND WATER
3 L512 514'16'23W fi36' CENTERLINE OF POTENTIAL h( - 'mom OF THE U.S.
L513 S2346'06"W 65.35' NON -WETLAND WATER OF h^JVV2018' J WETLANDS"Y"
1 h
L514 S275715"W 4243' THE U.S 4�� '�0Y LS> 1' AREA: 11,293Sq.R.
L515 5574524 W 39,08' STREAM "W" vv2 w ,3 9 0 s
L516 S39'51'43"W 57.17' J OO'v
LINEAR :9, 15).6' ,5 Ovp 2 18S.5 g
L51J N32'03'18"W 14.51' AREA:REA.1.2(19 Ac. y1 W2' �
L519 N22'44900E 50.833' 23 OW23r6 'o L'T
iSI"'"-r try 14' vi
L520 N35'24'54"E 78.22' L3T2 W 1S>2 "'Sq �,
W00 v
L521 584'5429E 12.19' Vv101 L3T0 = VV2413'TOWI00 4 b 1
11T Y2
q 2 F ....
TRIBUTARY "TEE" 239
NUM BEARING I DISTANCE VV102 12 (1
L561 N36'14'05"E 1 41.25' NLT�
L562 N72RD'32'E TV 33' m pp
L563 N39'41'08E 6T.34' W.1 12' Y23*1S
•O!s S 1'
LINEOFJNON-W
POTENTIAL VV, 04 13' 0^
ETLAND WATEROFTHE U.STREAM E18'\VV10510'L365
"1EE" ley N� �G
LINEAR FEET: 126.9' SSE, s y >
AREA: 916 S9F[. as-256� WVV10613' �I
iL h 1EE4 4'\Vv10910' W OO 263 2p-1 ;
`•7 C h°D9
W'O L359 3 1300 m VV10T 13 IT9.
A POTENTIAL- ND WATEf
yW � L361 JJ 2A 6� �' A 2 OF THE U.S.
`VVU2 12 PAT 08 9 WETLANDS "2A"
AREA: 6,124 Sq. R.
0° VV113 12' 2A-s T,,\ oO 2A-S " ..
O Y156
2A-4 Si
W VV114 14Ak
ye
WETLANDS '2A•
VV116 14E �(
_
NUM BEARING DISTANCE
L1154P S51'5125E 66. DA
n Tf3�TS9
L1155 S41'51'43"E 71.50
L1156 568'21'42'W 46.89'
Y
.117 Ta'©
L115T N49'55'55W 56.29'
)l1F4
'-
L1158 N49'5555 W 56.29
r
M
L1159 N39'24'31"W 49.95'
Pk'.
VAIS 12'© 5
F
PLAT OF SURVEY
Lh�
POTENTIALWETIANDWATER
SHOWING
WETLAND DELINEATION
yid OFTHEU.S.
FOR
WETLANDS"1F'
TRIBUTARv -1xx'
NUM BEARING DISTANCE
THE SUNROCK GROUP
PAT 1A 12 AREA: 21,307Sq.Ft.
L52'1 n f)FT
L582 N78.2050 W 1 38.70
HIGHTOWERS TOWNSHIP CASWELL COUNTY
�. 6
,f, STTw �„-�
,yD�
L 583 536'28'S4"W 38.99'
NORTH cARouNA
MARCH 26, 2019 SCALE 1- 100'
_
WETLANDS "W.
REVISED 4-9-2019
too D too Zoo 300
NUM BEARING DISTANCE
L584 S10'41'43W 25.59
T T 10
1 E -
L585 560'32'"IT'W 45.22'
SCALE
OO S`1'5_.."
P� iron
L586 N44'3T'31"W 30.28'
L587 N61'S1'26"E 32.6s'
C.E. ROBERTSON RE ASSOCIATES, P.C.
s i
L588 NT4'04'46"E 38.06'
PROFESSIONAL LAND SURVEYOR L-1421
FeuanEd
- - CERTIFICATION NUMBER: C-292H
Pe -nag W survey of 1�
o by Pllot Environmental p,0. BOX 584
U Pdated Features. Labels, REV
T.
pe� USAGE Request (10-30-2019) EDEN, NO 27289
_ RE
0T To PH. [phone]
Re -slag & SURrveySo o wetland
o
1a "'11, of bets USACE Site N[ I VISED
"otures EMAIL: Ifoulks®rersurvey"rs.rom
42 2019 tla0te DIED
per USACE Request
(01-10-2020) AREA
TABLE AND REVISE TITLE JOBN AMF 5UNROCKWE7LAND53

LEGEND
E
QN SIT
R '111—b ELECTRIIC
CHE
NOTES:
1. THIS SURVEY HAS BEEN PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT AND, THEREFORE, DOES
NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON
THE SUBIECT TO ANY EASEMENTS, AGREEMENTS OR
RIGHTSOF- WAYS OF RECORD WHICH WERE NOT
VISIBLE AT THE TIME OF INSPECTION.
Z. NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND
UTILITIES.
3. ALL IRONS SET ARE 5/8" REBAR SET FLUSH WITH THE
GROUND.
4. ALL DISTANCES ARE GROUND DISTANCES UNLESS
OTHERWISE NOTED.
5. GPS EQUIPMENT UTILIZED WAS LEICA GSLI USING
NC REAL TIME NETWORK.
XB.59S­PG.972 ET AL
P.B.11PG.184 D.B.503-PG.835
`7 P.B.I1PG.S71
EY OO
.4.'kv1, �� 1kk2 5'
CENTERLI NE OF L642
POTENTIAL kk-36'Crl —�
NON -WETLAND CC 4 8" pipe
WATEROFTHEU,S. 9 kk
1 L-1 LAT ' L645
- -STREAM "SKK ,�mEDNE1
LINEAR FEET 670.9'
AREA: 1,59939 1. sT
iL-2
HT-1 DIS
Li
WILLIAM I. WRENN
Q.B.11- G.156
P. B.11-PG.135
S8724'05 E _
3/4" Ell m0. 111AXLE ED.
^ 111-16 5 ". J9.98
1M1n 5 9 E: 1,952,60 .
00• ��)©1nn 155 CENTERLINEOF POTENTIAL
CENTERLINE OF POTENTIAL `? NON -WETLAND WATER OF
NON -WETLAND n-14 5 WATER OF 6 ^^ oI11-2 4 n THEU.S.
THE U.S. piSTREAM "2GG"
t STREAM' SHH" inn-3 40 LINEAR FEET: 3J2.8' D—DA%HEDRICK&
UNEARFEET: 537.31' —�°i �V)1M1M1 135 AREA: 932 Sq.F[. SYLVIW,HEDRICK
AREA: 1,433.56 S9.Ft. oN £.{ jO D. B.922-PG.156
nM1
nn-4 5'
{ o
{{I OO -10 S 1/2"EIP
i-26 tietRT1 b-01M1M1-6 4' /«j�`n inn-9 4' :19526182 1...4-v0.155
POTENTIAL WETLAND WATER 4 pQ lhh- 5 pipe "I p O N 1,952,618.21
OFTHEU.S. r J, 16 1F25 `s `<5�84
WETLANDS "W' ¢pL ^RP P hi Ro
AREA: 29,619S9.R. oa 1r ^ j 1G-1 START'
..A 11-2 6 6611-1 POTENTIALWETLANDWATER /,
/
-2 e'Wb.�
P1]1
,51 L{ ]gyp THE U.S.
1L-] L65-0 h if-22 �V/W / ff55 WETLANDS
L593
ANDS
6r70 iL-6 }" 1L-14 Y ]M 6Y4 AREA: 96 S9.R.k. L609 L594
m / 1L^81) � -2h U - 1G-L595
11j"T L656 JYj652 G-1]
65� 1i-20
1kk-6 s'Y 06b6 •1L 61 o4 ` 1G-6 Pl o�jm1 G�15PPIPE
155 1kk-] 3' 6 L1f-19v
PE
POTENTIAL WETLAND WATER 3 4 6�/ _ POTENTIAL WETLAND WATER Fri,,,
OFTHEUS. roN w1.� OFTHEU.S.mA4
WETLANDS "1M' 1 18d Sf WETLANDS"113 ry •n �1 KK 8 2telo mi M AREA: 9,56JSq.R.
0 /` m CENTERLINE OF 11 8 oP ¢ G 13
AREA: 7,998 S9.F[. 0 POTENTIAL 11 1] P P'': 1 XI) om 14t,,2m-1 NON -WETLAND "J 1' .. ••... o
% WATER OF THE U.S. j-16 E, ¢¢�� 1
STREAM"1KK" „°CJ ,U{/� r.,.�.; .,.,tIL.�.; 2
�° P1m 13 LINEAR FEET.6J0.9' In1� 10 POTENTIAL WETLAND WATER /�
m 4 ^ AREA: 1,599.9S9�F[. !-1b OF THE U.S. 1G 1L(6�p 1A-11
­5Wi2s5�12 1J-4G'9b�J-n WETLANDS "11"
1 6C62 aA�Y m-1 m1 )m AREA: 16,966 Sq.F[.
m
,A /�
Ts 6^P 1J-1 o•,, 1112 TTT��iii -
m 68 m
0EE 2]
I
L684
! S81'53 02 E jlq3,6�1�
TRIBUTARY AGG"
®®
®_®®_
I. C.E. Robertson, certify I thl, plat SRC drawn under
my suP-1,1., from an actual su ,,y made under my
ih,t th, boundaries not s ,eyed a clearly indicated a
drawn from information Found a shown; that the ratio of
p... AID, a calculated s 1 00D + that iI, Glob
P.1HT11mq System (GPS) s ,ey and the rouowlnq lnrofmmlon
a AT s,
s11 io perform the CPS
Classu vey
sy. A
Positional accy. a010
Type of GAS hef, procedure: RTK
Dates of Survey. 12-31-18
Datu m �Ep.,h: NAD83(2011)
P,1IH,hed/FI.ed control use; NCRTN
Geoid model: Ge Id12B
Combined qfm fi mf 1 aaaDl4za
That hi, plat was prepared in accordance with G.S. 47-30 as
amended.
111
SIT _, inA parcels, a court-.,d eredssu...y orn oiheraexdepiion
i, the definition Vf subdivision.
Witness my DUET- slgnat are, reg S HYt1.n number, and seal
ihi, 26th day AT March, 2019.
Su..e..
Registration Number. L-1421
L659 N]9'010"E 32.48 L682I N37-4530-E 1 41.45
L660 N20'43'0'10"E 51.]8
L661 N11'03'47 E 5823'
L662 N 3'1033�W 52.64'
L664 N O'0311-W 38,11
L.
N86'S4'28"E
PLAT OF SURVEY
SIT OWING
"WETLAND DELINEATION"
FOR
THE SUNROCK GROUP
HIGHTOWERS TOWNSHIP CASWELL COUNTY
NORTH CAROLINA
MARCH 262019 SCALE 1— 100' .
REMSED
C.E. ROBERTSON & ASSOCIATES, P.C.
Re -flag & SL ,y of ReU d 1s 01'20-2C by Pilot Environmental PROFESSIONAL LAND SURVEYOR L-1421
PAT USAGE Request (01-10-2020)
REVISED 12-12-2010 TO CERTIFICATION NUMBER: C-292H
Updated Labels and Symbols per USAGE Request (12-03-2019) p,0. BOX 584
p ted features, Labels, aneSrymb p11 e' uSACE Reg st (1D-30-2019) EDEN, NO 27289
REVISED 8-29-2019 TO PH. [phone]
USAGE Si e visit (]- - 019) J a e eatures EMAIL: I-IT1011111rveyors.rom
REVISED 4-9-2A ' To
ADD
AREA TABLE AND REVISE TITLE. JOBNAME. 5UNROCKWE7LANDS3

LEGEND NOTES: "THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES ALL AREAS OF WATERS OF THE
UNITED STATES REGULATED PURSUANT TO SECTION 4W OF THE CLEAN WATER ACT AS
1. THIS SURVEY HAS BEEN PREPARED WITHOUT THE DETERMINED BY THE UNDERSIGNED ON THIS DATED. UNLESS THERE IS CHANGE IN THE LAW
IN KE BENEFIT OF A TITLE REPORT AND, THEREFORE, DOES OROUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION W41URISDICTION
NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED —YEARS FROM THIS DATE. THE
UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING THE APPROPRIATE REGIONAL
nEN1 THE SUNECT TO ANY EASEMENTS, AGREEMENTS OR SUPPLEMENT TO THE 19K U.S. ARMY CORPS OF ENGI NEERS WETLANDS DELINEATION
M RIGHTSOF- WAYS OF RECORD WHICH WERE NOT MANUAL, 33 C.F.R. PART 32SAND OTHER U.S. ARMY CORPS OF ENGINEERS GUIDANCE."
- - MSIBLEATTHETIMEOF INSPECTION.
OO p L L R 2. NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND REGULATORY OFFICIAL:
fYIIF1 UTILITIES.
Ac irI
ov[ IV`11 3. ALL IRONS SET ARE 5/8" REBAR SET FLUSH WITH THE $ TITLE:
GROUND.
4. ALL DISTANCES ARE GROUND DISTANCES UNLESS $ DATED:
OTHERWISE NOTED.
5. GPSEQUIPMENTUTILI
INC REAL TIME NETWORK.
E S,
�1t1300 `a a a ti
vTpgo
r,' 11128 OO � `lh
F ` 2jO L1126 O �
U
A y V
L1123 p. 5
PC P6 g2AA-3
2
OAP L1119 a%
L1121 � 11120
X'.„
CENTERLINE OF POTENTIAL
NON -WETLAND WATER OF
THE U.S.
L. STREAMS "2AA"
LINEAR FEET:942'
AREA: 2,8265q. k.
SARA
�3) D.B.595-PG.1264
P.B.11-PG.184
01
C. COOK
R/Q R
�1N
CENTERLINEOF
POTENTIAL
NON -WETLAND
N-193
19 • -195
•NN930,1)(1.65
WATEROFTHEU.S.
STREAM
1N-191 Ls18 �E: 1,950,453.17
IN I
LINEAREA: FEET:"
IN
1N-190 L662
,105
�1N 3
-189
1Nf
J t�iN 4 .T
iN ae 1 �w Q
1N-186�/BAC IN
^rye
i-18T I
h..
A
1N-1 e4 ry N-185
1 C869 103 [9/ 6N
1
N �082 - 9 692 1
^6
a N Bi POTENTIAL WETLAND WATER
2 2� �{� OF 1N-1 OF THE U.SU.S.
3 Less Ls56 LaST rasa WETLANDS "1N" )m
iN 16 -o- —0• C AREA: 6.782 ac.
L°'>b °- �a5e ytas ass m 5J-
La53 y ��
�6 849\W012 ° �` O1N-180 s2Yd -
�" , (B last (b6J 218e4 W� b Ls93 0.361
e
189T 0.� - O L865 Ov 1N-3T s .6
Q' S 1 6 92
2 6 2 ap L846bA5 C8 N 38,20 LP131 ^ U0 s 01N-1ST 3n`P' h '' T>�' O ^�
2 2v60
\C
1N-156�p ��..yy ADD 1 �" />> b os "A
o- YIlo 3 ^� S 4
YQ
1N-1 ?? ,! L5h 0 2� CAD fQ VACDec'' 6^
r
1N-,4s ,N m
4 tg3 a
5 L
.Affi. l 1N-14 �
L835 38iN V T ,U>
6
iN- 4 3 OAT41N-144 50 A - 5 1 1N-43
1N-142 \-HiN 1N-4 � 0 1N-44
9
Q 1N- -0- 1PP-1 2'
t yF� 1N-141 eryL'l31 NL33o m10\�rp
1 yFF 8 2'I R -O• - h
9
1N-140 Ca �T331N 4811 vs Q6 �W \i°
Vs L823
�1N-50 1PP-3 4
h�
(82ry iN-139?? 1r- 1�52 viyh p\C
1 N WL73> tl,@IN-51 to-24
W B l�
�C
r41N
C.E. Robertson, certify that this plat w s drawn under
my supervision f actual s Vey made under my
n (deedadescrI five ..... ded AS REFERENCED):
m
1N-54??
CENTERil FPOTENTIAL
NON -WETLAND WATER OF,-•
O1p 5
'A
THEUS
ro
�p10
T42 1N-17
STREAM 111BP"
,. LINEAR FEET 1Y1.3'
10 4- 4
P
k�`
AREA: 290 S1. B.
1p \�
Q� 3;
VETLANDS "1 N"
BEARwc DISTANCE
-m1
..-.,_+L
90 1
10-6t 2 sr
4 T'46'OS"E 48.45
4T'4608"E 48.45'
if
s§
10-T `� b10- 1
4540'OQ"F fi4.69'
r
1A- esrY\ Im
that the boundaries not surveyed are clearly indicated as
drawn from In form Yron round as sM1 own: t'm to ratio of
L832
LB33
N 5'16'OT'W
8
S59.105 E
55.32'
51.12'
NUM
TRIBUTARY "SAX'
BEARING
DISTANCE
precision as calculated 1s 1 ip 000 + thIF iM1e Glob
L834
L835
S30'103' E
S86'3141E
ST.29'
84. 74'
L1116
L1117
S71'44'47 W
533'04'IDA W
47.83'
55, 58'
P.A l-l" System (GPS) survey and the Hollowing YHIIY Ot1011
used to perform the CPS survey.
L836
S 64334E
45. 75'
L1118
S38'55'28'W
36.08'
Class of survey.A
P.1111 .. ... racy 0.1D'
L837
N70'37'09"E
T0.88'
Trig
N864811"W
62.33'
Type of GPS veld procedure: RTK
L838
L839
N66'0528E
N14'49'34"W
58.58'
42.T5'
11120
L1121
582'36'O5"W
S86'40'37'W
49,68'
50.12'
Dotes f Survey 12-31-18
Datum/Epoch: NAD83(20111
L84D
L841
N20'51'23E
N 44824E
42, 5'
43.22'
L1122
L1123
N31'23'57'W
S8525'54"W
55.61'
56.38'
P,1U,hed/Fixed control use: NCRTN
Geoid model: Geo d12B
Combined grid factor 1 D0001428
L842
N21'32'25"E
47. D1'
L1124
S28'59'10'W
49.89'
Units: US survey feet
That his plat was prepared in accordance with G.S. 47-30 as
L843
N11'5441W
A)82
11125
SEA 32'27 W
42.28'
L844
L845
N54'51'46'W
STD'18'44"W
53. 71'
29.50'
L1126
L112T
S88'07'W
N49'006'1T'W
5D.35'
50.35'
amended.
L346
NT428'18"W
14, T3'
L1128
N74'21'30'W
11 72'
This survey is of another category, such os the re ombination
of existing p reels, a ourt-ordered survey or ath er .... ptio
L84T
N81'14'14"W
8T.11'
L1129
N65'D4'43"W
4T.44'
IV the definition of subdivision.
L848
N52'12'28"W
57.34'
11130
NT�'33'40'W
4T. 07'
Wliness my original signature, reglstratlon number, and seal
L849
PAR 1359W
45, 5,F
L1131
NOR DD'OT'W
45.15'
L850
L851
N34'S1'4T'W
N71'51'16"W
49.86'
34.42'
L1132
L1133
N53 CIE 56"W
N32'08'26'W
43.18
41.20'
this 26th It, of Morch, 2019.
Surveyor
Registration Number: L-1421
1 52
56'5533W
53.1S
L1303 2o-1 10-21
FOR
THE SUNROCK
HIGH70WEPS TOWNSHIP CASWELL COUNTY
NORTH CAROLINA
REVISED 4-9-20
CCALE
OR U9 � O
IF
1C.E. ROBERTSON & ASSOCIATES, P.C.
Re -flag & Surrey of well 1 1s(1-2-0 boy Pilot Environmental PROFESSIONAL LAND SURVEYOR L-1421
DerUSACE R,11­ (01-10-2020) CERTIFICATION NUMBER: C-2928
'EASED 12-
12-2.11 TO
UodoAd Looels. o e31 (12-03-2019) P.O. BOX 584
REVISED 11-5-2019 TO
,doted Tea r USACE Request (10-30-2019) EDEN, NC 27289
RN TO PH. [phone]
USACE Si `E,ED _ C19)90U atures EMAIL: Ifoulks®cersurveyors. com
AREA TABLE AND REVISE TABLE. JOBNAME. 5UNROCKWETLAND53

LEGEND
E
QN Ell
R� p ELECTRIIINTI
IINtll
NOTES:
1. THIS SURVEY HAS BEEN PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT AND, THEREFORE, DOES
NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON
THE SUBIECT TO ANY EASEMENTS, AGREEMENTS OR
RIGHTS OF- WAYS OF RECORD WHICH WERE NOT
VISIBLE AT THE TIME OF INSPECTION.
Z. NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND
UTILITIES.
3. ALL IRONS SET ARE 5/8" REBAR SET FLUSH WITH THE
GROUND.
4. ALL DISTANCES ARE GROUND DISTANCES UNLESS
OTHERWISE NOTED.
5. GPS EQUIPMENT UTILIZED WAS LEICA GSLI USING
NC REAL TIME NETWORK.
POTENTIAL WETLAND WATER
OF THE U.S.
WETLANDS "1Z"
CENTERLINE OF
AREA: 2,011 Sq.F[.
11 2-
POTENTIAL
oQ \0
�. -_..
- tNry6
WATEROFT THE
STREAM
1V 3 `Q\ P wA2� oS�P
SA 'o� r �, ^' ,ti
v
N�'t.
'O�1a11 -0. ce�8 T�
- N� N�AY�. BR'
''s� La2C L821 �� �,..
LI NEAR FEET: 408'
AREA: 1,02(I Sq.F[. CENTERETINDLINE POTENTIOF
NON -WET TER OF
4 L813 L814 L815
IT
1N-123 !�� •w
00 N 1N-
0
1N-83 \� 1820
L 0 N-139o0
\�'
Pory g2N-136
IN-!'
HEU.S.
THEU.S. S.
STOP
4(1 H 82 1N 33
O -
• a „ STREAM "2BB"
- LINEAR FEET: 908'
w�1N-125
I
01N 124
�t s>
°'\
-1a4 N- 1 f�1N-se
1N N
AREA: 1,02(1 Sq.F[.
0
"-
k°>
0
q o ,�G
1N-84 a+aN 81 vv,SU
N �ssaP N
N 6560??WIN w5T i
9 6 o- o
`R
o� a^ O �s� 0g-0 2go
p 89 �% 0� p1N 118
Og �1vv-5 6 N� w LT \
(1I O 090 E A o CgOq A•
v 0 2 ,/>98 - \ o
UN-1""" 9 es
'IN ry >
1 .� p
�O %� s 1N-TS[y236
��
9 W ss
N 52 W O1 s 1.11&_
'IN T6 '1• � 001� _
0 LT61 �6 �'t5p~ s RR 2 4 1 '.,aS,
_OO
l �2cL5 _ o ®�RR-3 12
5�L100T o 1V_23 TT CT�'I k "99 "14 _8G-O; C8O6 _12D m 6ti O L936 CENTERLINE OF POTENTIAL
"'000 cT NON -WETLAND WATER OF
5 'llu-106 N 111 OP
�}j11�110 3 ry 6n �� 0 11 19 9y p \. 1�1 ,•11T35 TT 1�1
O START T2 N _! y 1N- ,EEL L901 THE U.S.
°e o ftvs ti ° ab - _�Y Gb' OG STREAM "1RR"
1 ss 29 LTTT �Cq'1 �9 SBA 15-2 UNEARFEET:110.6'
w yry 009,^ \L99 L795 - 1N 98 Z9� �, 1`34 AREA: 76659.F[.
w h �a\}(-� 1N 10T 1N 10B 1N 9 POTENTIALWETIANDWATER
e o (>Q qg CENTERLINE OF POTENTIAL `F„ OF THE U.S.
wC o 5 w LJ890 LT88 LT86�'I N NON WCTIANtDs ATER OF THE
WETLANDS"1N"
?p ^ ,\ 1 AREA: 6.7. at.
5 - STREAM "1TT"
1 p1� TN LINEAR FEET: 915.6'
CENTERLD WA 1N- 1 -1 6' AREA: 3,383 Sq.F[.
NON WETLAND WATER OF N: 928,)88
THE U.S E. 1,908,E .46
STREAM "1YY" SHEETS
UNEARFEET 1,2216'
? AREA 41.7.32 Sq. Ft. MATCHLINE
�_
FEET 10
.-M-
r:z
I, C.E. Robertson, cerI Ty that this plat w s drawn under
my supe'RL 10 T actual s vey made under my
spper.A,' (deedgdes«ipc.. r...�ded As REFERENeeD):
that the boundaries not surveyed are dearly ipdkated p
d— from Infi—iAl......it p showy: thgt the rpnp of
preNslon P mated Is 10 D00 + that the Global
Ppslugplbg system (GPS) s vey — the fidlo-q mrprmpuob
sed Uo perlorm the CPS survey
Class o. sv y: A
POINT I aI ac N,O (F10'
Type of CPS field procedure: RTK
Bofes T Survey 12-31-18
Datum/Epoch: NA)83(2011)
Published/Fled control use. NCRTN
Geold model: Gamd12B
Combined grid factor: 1 DD001428
Units. USsu vegy reel p
That his Taw t pr pared In accordance with G.S. 47-30 as
amended.
15 3'� TRY
b1s-3 x
qry r
1S 5`t�1p� RL1102 y0.
1s �e� m L1103 �L1103�
1S-7 DR
s
POTENTIALWETIANDWATER ryY
OFTHEU.S
WETLANDS "1S" 1 _g 1s-28
AREA: 32,58S.36 Sq.F[. y
1=
21
Is-o
, �28
�25
�31 s� ,
9z `S7j 1S-23 s
b TST
1S-14 /s2 a o S-22
n \s' 1 -,
,S- 6 vgob �v
s-,TW v
IS 4864
L]a96� L11 o8A
1S-47¢ �1s-3s
s109T
1->� /u1mA
L1098 )(j1S-3C
Is-
L1099 TL1106A
1s-4 �15-38
u10og vu rosA
is cp11 4
�o2A
POTENTIAL WETLAND WATER L11015-41
OF THE U.S. L1103A
WETLANDS "213"
AREA: 506.85 Sq. k.
POND
AREA: J,033.00 Sq.F
GRAVEL 0.1)Ac.
LWBF
DI R V E11
& LWe� 2
MARCH 26g 2019 SCALE 1— 100' 5 R G P rm'TB_4
ISO Re"moo 4--zm9 100 zoo 200 JSE
SCALE �
PLAT OF SURVEY
SHOWING
"WETLAND DELINEATION"
FOR
THE SUNROCK GROUP
HIGHTOWERS TOWNSHIP CASWELL COUNTY
NORTH CAROLINA
Tnls s ryey Is qr p„gmer �gtegory, spin qs the re�omm„quofi - - C.E. ROBERTSON & ASSOCIATES, P.C.
OF existing parcels, p court -ordered survey or oUer exception Re- 9 Su we an s -2D-20 boy Pilo nwronmenml PROFESSIONAL LAND SURVEYOR L-1421
to the definition of subdivision. P °st @1-1 o-202O) E CERTIFICATION NUMBER: C-2928
Witness my orl9lnal signature, registration number, and seal
this 261h day of M... h, 2019.
Surveyor
Registration Number: L-1421
updated Labels, an si (12-03-2019) P.O. BOX 584
d Symbols per USAGE RO
7289
Updated Features Labele. Ran dSsymbols pe� USAGE Requeet (10-30-2019) TO EDEN, NO 2-D4
RIVERIS l, _ _ PH. (336) 62T-o498
USAGE Sit -H 5E3 -290 0) Updated Fe lures EMAIL: IFoulks®rersurveyors. rom
e vRE REVISED 4-9-2 9 0 ADD
AREA TABLE AND REVISE TITLE- JOBNAME. 5UNROCKWE7LAND53

LEGEND
Q
R U ELECTRIC
INLI
NOTES:
1. THIS SURVEY HAS BEEN PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT AND, THEREFORE, DOES
NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON
THE SUBIECT TO ANY EASEMENTS, AGREEMENTS OR
RIGHTSOF- WAYS OF RECORD WHICH WERE NOT
VISIBLE AT THE TIME OF INSPECTION.
2. NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND
UTILITIES.
3. ALL IRONS SET ARE 5/8" REBAR SET FLUSH WITH THE
GROUND.
4. ALL DISTANCES ARE GROUND DISTANCES UNLESS
OTHERWISE NOTED.
is
USACEACTION ID NO.:
P ° RE
,- 9 1
1 cos ' 79� L795 4 q IN ea
H 117 TN roe Tlv 9
CENTERLINE OF POTENTIAL A
5 05�p i> DDa LTB-0LT88 Q LT86'N 99 NON -WETLANDS ATER OF THE
E'� �,�o1 51N-, oo STREAM "1TT"
Y9 LINEAR FEET:915.6'
CENTERLINE'
�N , _, fi AREA: 3,3835q. k.
NON-WETLANDND WAWATER OF N: 92$)86.8
THE U. S. E: 1,948,6 .46 i
STREAM .1YY" SHEET9 1T, A_2+, 00
LINEAR FEET: 1,221.6'
AREA: 4,407.82Sq.k' MATCHLINE
�-_- 5 5 0 '�
SHEET 10, W 2�
Rt
WI—Sq.R.
RLINE ER FT 45OO�,oER OF THE ( TT 5 5
1TT"An
5.6.6-
q.k. OITT-6 e
L957 N26'321 T"E 28.4T' 60D�9621 bh m POTENTIAL WETLAND WATER
L958 N4T'14'10E 45.6� 1U-5 �4 y� 1953 l9 ,0'� �, - s j s>. gq3 8' OF THE U.S.
L959 Nsoz9'ss'E azsz' t' so1I's ;e ;o SAR1 m--L963T T IT WETLANDS "2C"
L960 N18'1T'39W 32.18 1U 4W� �� (g ^pA 7O J-S946 L945� h L C pp- - - AREA: 9,269.9159F[.
L961 N32'29'11E 26.0, ...!9h U_g S0 �^ L949 �� L9 Cgk OO lv _ lil© 'IW2. -„
L962 S5T', 5'39"E 42 T9' Y 4 L
O 98 Z3')U 1W4
El
I. C.E. Robertson, certify that this plat w s drown under
my su n from a actual s vey made under my
super Nseone(deed descrlp Uon recorded AS REFERENCED);
that the b undDrles not s veysd a .ry Indicated a
drawn ir.m lnform.il.n (..nd a sh ownle that the ratio of
ul.t ed 0 1 s 10 000 + Uat the Global
p"Iti ning sSygtem (CPS) s vey d the 011—mg iniorm.ti.n
sed A perrorm the GPan
S -Illy:
Class o vey. A
Posit"ional90 .cy. 01D
Type At CPS field p ced are:
Dates of Survey. 12 �31-18
ED1.m/Epoch: NAD83(2011)
P:,bllshed/F,.ed ... o- I se. NCRTN
Geoid model: Geoidl2B
Combined grid !actor. 1,00001428
Units'. US su rvev feet
.mended.
This s rvey is of another category, such as the rec mbin"tion
or.,
parcels, . court -ordered s vey or other e ceptlon
Witness my original signature, registration number, and seal
thls 26th day .T March, 2019.
Surveyor
ReglstrOtlon Number: L-1421
T9A
,�
Le56 ' U-8
0 L968 N -13 .L •
by L99 o, 4W5 CENTERLINE OF POTENTIAL
6 VV 4 2 NON -WETLAND WATER OF THE U.S.
w
-, IT , "1"
1u_T
-.
W STREAM
0
'.J
POTENTIALWETLANDWATER
OF THE U.S.
Im LINEAR FEET: 64J.86-
w 6
83'\9 AREA: 961.5 Sq. k.
1X-,
WETLANDS "1U"
AREA: 4,945 Sq. R.
r, 92�ot�.
1X-2 95 1 PYL,o w'o
�A,
L973 �,?. - o \ m POTENTIAL WETIAND WATER
A•} - OF THE U.S.
'922 1w-TN?,T-4. WETLANDS "1W" e.
r } '( •/ A.
2,4NSgq.Ft. -
4� -21 W-s v 1W-5
>r
p
C9g0 �A C9>g m
906 ,�' Cy 90 POTENTIALWETLAND WATER
OF THE U.S.
WET LANDS "1X"
AREA: 1),)29S9�F.
W S
11 12
9W
PLAT OF SURVEY
SHOW NG
"WETLAND DELINEATION"
FOR
THE SUNROCK GROUP
HIGHTOWERS TOWNSHIP CASWELL COUNTY
NORTH CAROLINA
MARCH 26, 2019 SCALE 1 100
19
UU REm5E0 4 20 Too 200 300
SCALE
lEllED —2—CF. TO C.E.
ROBERTSON & ASSOCIATES, P.C.
Re- -lag & Survey of wetland 1s 01'20-20 by Plot Environmental
per USACE Request (01-, 0-2020)
PROFESSIONAL LAND SURVEYOR L-1421
REVISED 12-12-2019 TO
CERTIFICATION NUMBER: C-2928
Updated Labels. and Symbols per USACE Request (12-03-2019)
To
P.0. BOX 584
Updated Eeowr Lobel Vuest
"REVISED s29er20019ACTO Re
EDEN, NO 21289
8
it
PH. [phone]
USACE Ftures
(T- - 019) U ea
SileREVISED 4 09 22019 TV ALL
EMAIL If.ulksCcersurve;ror9 cam
AREA TABLE AND REVISE TITLE
JOBNAME. 5UNROCKWE7LANDS3

LEGEND
O E
Q
11-1
R '111-L ELECTRIIC
ICLI
S1111 'All
NOTES:
1. THIS SURVEY HAS BEEN PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT AND, THEREFORE, DOES
NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON
THE SUBJECT TO ANY EASEMENTS, AGREEMENTS OR
RIGHTSOF- WAYS OF RECORD WHICH WERE NOT
VISIBLE AT THE TIME OF INSPECTION.
Z. NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND
UTILITIES.
3. ALL IRONS SET ARE 5/8" REBAR SET FLUSH WITH THE
GROUND.
4. ALLDISTANCESARE GROUND DISTANCES UNLESS
OTHERWISE NOTED.
5. GPS EQUIPMENT UTILIZED WAS LEICA GSJ�G
NC REAL TIME NETWORK. . e
JAME!
V
D
3/4" EIP
iz-AC ttA---" N
01 SO1z
09
11-28 `STOS phI
0
1 z'2612po9oOY--'l OIz-35 r
1z-sdr,ot 331
ED
1z-24 T' 01z-3
m ^o
JOIN G ENN
JO ANN W. DE NO
D.B.212-P _
RE.16-PG.874
LOT 1
o)(
043
11-22\�
3 Ll041 ,,Ll04CC
—j 2.J5"EIP
A
OF THE U.S.
WETLANDS "1Z"
AREA: 41,905 Sq.Ft.
— CENTERLINE OF POTENTIAL
a NON-WETIAND WATER OF
THE U.S.
SNREM'9fiDD"
POTENTIANON-WETANDWAEROF FATHEU.S. zdAREA:0.9
STREAM"2CC" 6.96 Sq.F[. LWETADWAER
LINEARFEET:369.94' z-15 w OFTHEU.S.
AREA: 554.91 Sq.Ft. '> ro?Y ' o WETLANDS "1Y"5959. k.
-A2`z3 C203A I . AREA: 27,8
\'2 C103 -0• 11-18 2' 2 CY02
°r
' 033 z �Lf 024 L1023 T°
Ct03Z-0 � � tih
D31z °
4OR z 3 va
1r-a stops L103o h�1rz-1 a
CENTERLINE OF
POTENTIAL
NON-WETIAND
WATER OF THE U.S.
STREAM
"2BB"
ILINEAR FEET:408'
AREA: 1,020 Sq.Ft.
IN AL
\ OAB NON -WETLAND WATER IOF —0 1� T
THEU.S.
C1 ^OO CIp1j y+ ti \ O�
u Ds9 �� oN tr o2y z-4 STREAM "1YY" t 01s .00 ° LJ o s� -
0
O `%SAS J f
2 OO CENTERLINE E OF POTENTIAL r
tO°fO°ne NON -WETLAND WATER OF
THE U.S
STREAM "1ZZ"
LINEAR FEET: 183.4'
AREA: 529 Sq.F[.
P.B.14P6.364
OT 2
3/4" EIP
N: 928.9.10
E: 1,9473,32-
SURVEYOR'S CERTIFICATE
I. C.E. Robertson, certify that this plat w s drawn under
mA sup-llslon my
f actual s vey made under
-p-llsl°n (deedpdescnpilA. r °rded AS REFERENCED):
that the bp..d,U- opt s - d p dearly IndI'S a
drawn from 'm formation found a shown: that the ISUVof
DIDClSlOn a ul°ted Is 1 10 OOD + that the club
Posniomnq System (GPS) s yey °od the fou°wlnq loft.-011°n
11, sed to perform the GPS su vey
Cas lso of s Y y. A
Posit tonal a acy. 010'
Type of GPS rlAd procedure: Tom(
Dates of Survey. 12-31-18
Datum/EpV- NAD83(2011)
Pamiehed/FV,d -M,ol pse: NCRTN
Geoid model: Geoidl2B
c°mbmed grid f-I., 1 aaoDl aza
That his plat was prepared in o....donce with G.S. 47-30 os
amended.
vey is If pother category, s s the r nation
.i",9 p_AA, a art -ordered sohvey or oIhllNe dception
to the definition of subdivision.
Witness my off Tnal slgnat ure, req Wtratlon number, and seal
thls 26th day of March, 2019.
sNr �ror
Registration Number. L-1421
LINEAR FEET: 1,221.6
AREA: 4,40J.32 Sq.F[. „� ^ FR
# LD TRACT LINE) Og 71vv-s fiSO
y:
M`
M
PLAT OF SURVEY
SHOWING
"WETLAND DELINEATION"
FOR
THE SUNROCK GROUP
HIGH70WERS TOWNSHIP CASWELL COUNTY
NORTH CAROLINA
MARCH 26, 2019 SCALE 1"= 100'
REm5E0 9 0 19
�o
Too 200 300
REVIS
Rrfl°g &Survey °i-1°nEd 10 01'20-20 by Pilot Envlr°nmen10 l°I
SCALE
C.E. LOBE RTSON & ASSOCIATES, P.C.
Per ..... f (01-10-2020)
PROFESSIONAL LAND SURVEYOR L-1421
REVISED 12-12-2019 TO
CERTIFICATION NUMBER: C-2928
UPd°ted L°dels, an st (12-03-2019)
P,O. BOX 584
U adored Features. °del an °Is er CE Req°esf (1-0-2019)
EDEN, NO 27289
0isit 22019)
PH. (336) 62T-0495
USACE Ste (T-30 Updated Features
EMAIL: foulks 11111rve ors. rom
AREA TABLE AND REVISE TITLE
JOBNAME. 5UNROCKWE7LANDS3

I, GE. Robertson, certify that this pbt S s drawn under
my s,p..NSI,, from a actual s ,,y m,de under my
sup... V, (deed descdptlon recorded AS REFERENCED):
that the boundaries not s ,eyed clearly Indlcoted o
dr2Yn H— fnrprn,quon fdd.a d q �h-; th,t me r,H, df
,rated 1s 1 , 10000 + 1 th,A the Global
aoslno11,q System CAPS) -Illy — me folloSing Ifl—till
11, sed to perform the GPS su vey.
Cl ass of survey A
Positional a acy: 010
Type of GPS held procedure: ELK
Dates of Survey. 12-31-18
DOtum/Ep—h, NAD83f 2011)
Published/F1.ed epni,,l ,— NCRTN
Geoid model: Geoidl2B
Combined grid factor: 1 DD001428
Units: US s Bet
Thai his plot was prepared in accordance with G.S. 47-3O as
amended.
-Illy Is of another category, s as (he rec nation
. t1n9 parcels, a urt—ordered survey o ther 1.11p btlon
AT
the dermiti0n Of spddi,[si0,,.
Witness my o,Igl,,l slg,,ture, regl5tratlon number, and Seal
thls 26th day of March, 2019.
PLAT OF SURVEY
SHOWING
"WETLAND DELINEATION"
FOR
THE SUNROCK GROUP
HIGH70WEPS TOWNSHIP CASWELL COUNTY
NORTH CAROLINA
MARCH 26, 2019 SCALE 1— 100'
00 REVISED 4-9-2019 00 zoo 200
SCALE
— — C.E.
ROBERTSON RE ASSOCIATES, P.0
—.
Req & SLrvey of —11-Ed 1, 01' 20-20 by Pilot EnNron mental
PROFESSIONAL LAND SURVEYOR L-1421
herLAACE R111- DH-10-2020)
CERTIFICATION NUMBER: C-292H
REVISED 12-12-2019 TO
Updated Labels and Symbols per USACE Request (12-03-2019)
P.O. BOX 584
REVISED 11-5-2019 TO
Updated Features. Labels, and symbols per USACE Request (10-30-2019)
REVISED 8-29-2019 TO
EDEN, NO 27289
PH. (336) 627—D498
USACE Ste visit (7-3a2019) Updated Features
REVISED 4-9-2019 TO ADD
EMAIL: Ifoulks®cersurveyors. cam
AREA TABLE AND REVISE TABLE_
JOBNAME. 5UNROCKWE7LAND53

L C.E. Robertson, certHy thDi ihls plat s a w s drawn under
HIS s n from actual -y mae under my
n�c(deed description recorded AS REFERENCED);
NIYt NIR ound0— not su ,d are clearly lndt —d as
predsi.. D2Mated is 1 : 10 00O + : that the GIDbD
POSlH-mgSnter„ (CPS) s -y pod the following 'mformotlon
rm rve the GPS suy.
Ci sssed to perfo0o vey. A
PoelH—I a Y" 0 to
FAR, of CPS field procedure: Tom'.
Dates of Survey 12-31-18
Datum/Epoch: NAD53(21D11)
Publtehed/F1.ed ...U.I uee: NCRTN
Gemd o10del: Gemdl2e
Combined grid factor: 1,00001428
Units: US .br... feet
This e lly ie pr plower cDteg0ry 111h - the r 0mbi—fl—
of exisun9 parcele, a court —ordered A - Illy or other exception
Witness my eUgi-I sign.i.... registration Dumber. pod seal
this 26th day of March. 2019,
Number: L-1421
PLAT OF SURVEY
A OWING
"WETLAND DELINEATION"
FOR
THE SUNROCK GROUP
01GO70WEPS TOWNSHIP CASWELL COUNTY
NORTH CARouNA
MARCH 26, 2—SCALE 1'= 1D0'
00 REmsE4 D D 9 0 100 200 300
SCALE
REVISED o1-21-2020 TO C.E.
ROBERTSON RD ASSOCIATES, P.C.
Re— g Su — o1--tml
PROFESSIONAL LAND SURVEYOR L-1421
per e uest
Rtot—Joe 2o2o)
CERTIFICATION NUMBER: C-2928
REVISED 12-12 S2A01E s TO
p ted Labels, and Symbols st (12-03-2019)
pe
P.O. BOX 584
REVIISED 11-5P201u 1,
p ted Features. Lobes symbols e q st (— —2o19)
EH
EDEN, NO 27289
pH. [phone]
Sit. (7 — 019) U ed Features
REVISED 4-9-2019 TO ADD
EMAIL: Iwulks®cersurve;rors. com
EMAIL
AREA TABLE AND REVISE TABLE.
JOBNAME. 5UNROCKWE7LANDS3

GE. Robertson, ...lily that thls plat w s drawn under
my sup..visi„ from , actual s vey mode under my
n (deed description recorded AS REFERENCED):
Mat the bounda.le5 not s veyed a clearly Indicated a
drawn l m,tl,n l and a that th. roll, ,
preclsloo , plated is 10 D00 + th,l the Globe
Psill,glg9 �Sy,l— (GPS) e vey and ih, ralmwin9 inl.—tl,n
sed to perform the GPS survey
Class of ...vey A
P11111.nal a a.y. 00ic
Type of CPS CAd p.o.ed...:ELK
Dates of Survey. 12-31-18
Datum/Epoch: NAD83(2011)
Pub llshed/FT,,d control use: NCRTN
.,,II m,d.l: G.,Id12B
Combined grid factor 1 DD001428
Units: US su v feet
That hf5 plat was prepared In accordance with G.S. 47-30 as
This s .vey is of another category, such as the r mbination
of existing p cels, a ourt-ordered survey or other, exception
to the deflnitlon of s,bdl,[,Io,
Witness my Driginol signature, regi,l,,lio, number, and seal
this 26th day of March, 2019.
Surveyor
Registration Number. L-1421
1—, A S' per e uEl (01-- 0 20 by I.L E1111.1ment0l
USACE
To
Updated Label,, an d HSym1— per USAGE R quest (12-03-2019)
REVISED 11-5-2019 TO
Updated Features Labels. and symbols per USAGE Request (10-30-2019)
REVISED e-29-2 9 To
USAGE At, vfsft (T-30-2019) Updated Features
AREA TABLE AND PEVIDE TITLE
STREAM
AREA (Sq. Ft.)
LINEAR FEET
1BB
761
259.6
TEE
1,581
308.5
1HH
1, 433.56
537, 31
1KK
1, 539.3
670.6
1PP
29D
114.3
1RR
T66
110
3,383
915.6
1 W
961.5
647.8E
1YY
4,407.32
1,255,5
1ZZ
529
183.4
EPA
2,826
942
ANN
1,020
403
2CC
554. 91
369.94
2DD
546.96
364.64
2EE
150, D31
2,654
—
932
372.8
AA
3.877
1,076.2
DD
4T2
140.1
EE
2,549
864.4
FF
59,416
2, 955.6
JJ
605
209 2
KK
5,014
1,410
LIT
1J0
T9
NAM
3,035
T96.6
PP
4,136
844.1
RR
941
2T6.1
Sugar Tree
3,692
360
UU
2,542
539.9
W
52,664
4, 157.6
%%
380
T8.8
TOTAL
L1,098.66q.F[.
18,900
0.3b1 Ac.
PLAT OF SURVEY
SHOWING
"WETLAND DELINEATION"
THE SUNROCK GROUP
HIGHTOWERS TOWNSHIP CASWELL COUNTY
NORTH CAROLINA
MARCH 26, 2019 SCALE 1'= 100'
REVISED 4-9-2019
too 0 100 200 300
SCALE
C.E. ROBERTSON & ASSOCIATES, P.C.
PROFESSIONAL LAND SURVEYOR L-1421
CERTIFICATION NUMBER: C-292H
P.O. BOX 584
EDEN, NO 27289
PH. [phone]
EMAIL: fouIks 111surv.y.s..om
JOBNAME. 5UNROCKWE7LANDS3

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Carolina Sunrock, LLC (Attu: Scott Martino l File Number: SAW-2019-00888
Date: 02/19/2020
Attached
is:
See Section below
F-11
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.miUMissions/CivilWorks/RegulatoryProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Admilstrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: David E. Bailey
CESAD-PDO
Raleigh Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 10M15
3331 Heritage Trade Drive, Suite 105
Atlanta, Georgia 30303-8801
Wake Forest, North Carolina 27587
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]