2018-01357 AJD and PJD Tearsheet (4)

SAW-2018-01357
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-01357 County: Alamance U.S.G.S. Quad: NC- Crutchfield Crossroads / Snow Camp
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Snow Camp Property Investments, LLC
Attn.: Mary McDonald
Address: P.O. Box 87
Randleman, NC 27317
Size (acres) —125 Nearest Town Snow Camp
Nearest Waterway UT to Cane Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 35.870832 N,-79.418553 W
Location description: The project area is located between Clark Road and Ouackenbush Road, approximately 0.5 mile east of
Snow Camp Road. in Snow Camn. Alamance Countv. North Carolina.
The Review Area for the Auuroved Jurisdictional Determination is delineated as the orange outlined "Approved JD Review
Area" on the attached maps entitled "Overall Map Key" and "Preliminary Plat of Wetlands and Stream Delineation Survey",
Sheets 1 through 10.
The Review Area for the Preliminary Jurisdictional Determination is delineated as the red outlined "Review Area" on the
attached maps entitled "Overall Man Kev" and "Preliminary Plat of Wetlands and Stream Delineation Survev". Sheets 1
through 10.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters including wetlands, on the above described PJD boundary" review area, 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 within the "Review Area" on
the enclosed delineation maps entitled "Overall Map Key" and "Preliminary Plat of Wetlands and Stream Delineation
Survey", Sheets 1 through 10. 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 wetlands, on 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.

SAW-2018-01357
❑ 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 . 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 _. 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 within the above described "Approved JD Review Area",
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 Bailey at [phone] X 30 or
David.E.Bailey2 Ausace.army.mit.
C. Basis For Determination: See the attached Approved Jurisdictional Determination Form and
Preliminary Jurisdictional Determination Form, dated 11/6/2018 and 3/20/2019, respectively.
D. Remarks: The Review Area for the Approved Jurisdictional Determination is delineated as the orange outlined
"Approved JD Review Area" on the attached maps entitled "Overall Map Key" and "Preliminary Plat of Wetlands and
Stream Delineation Survev". Sheets 1 through 10.
The Review Area for the Preliminary Jurisdictional Determination is delineated as the red outlined "Review Area" on the
attached maps entitled "Overall Map Key" and "Preliminary Plat of Wetlands and Stream Delineation Survey", Sheets 1
through 10.
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: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801

SAW-2018-01357
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 (for the Approved JD), it must be received at the above address by 5/20/2019.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
Date of JD: 3/20/2019
Digitally signed by GIBBYJEAN.B.1229783633
GIBBY.JEAN.B.1229783633 cc-GIBBYJEAN 61229783633 ou=DoD, ou=PKl, ou=USA,
Date: 2019.03.25 12:51:50-04'00'
Expiration Date of Approved JD: 3/20/2024
Expiration Date of Preliminary 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:Hcorpsmapu.usace.gMy.mil/cm apex/Pp=136:4:0.
Copy furnished:
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105
Wyatt Brown, Brown's Environmental Group, Inc., 242 Batten Farm Road, Selma, NC 27576

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NEWLIN TOWNSHIP, ALAMANCE COUNTY, NORTH CAROLINA
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OWNER(S): SNOW CAMP PROPERTY INVESTMENTS, LLC
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30 NORTH GOULD STREET,
WETLAND I
I
SUITE 6408
0.03 ACRES
SHERIDAN, WY 82801
I
PARCEL ID # 102732 SNOW
DATE: AUGUST 2, 2018 SCALE: 1" = 60'
00
I
CAMP PROPERTY
0
DELINEATION BY: WYATT BROWN
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INVESTMENTS LLC
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BROWN ENVIRONMENTAL GROUP
D.B. 3714, PG 0671
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SHT. 1 OF 10
I
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STREAM 3A
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— —
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— — — — — — PROPERTY LINE
(FRINGE)
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(NOT SURVEYED) — — — — —
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PARCEL ID # 102726 SNOW
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— — — — —
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Review
Area
I
o
I
I
L109
I
00
o
STREAM 3A
STREAM 3
STREAM 3�
�29 �5`O
^�
L45
\,51 L 5 8 l6
� L75
I
L66
23.3' OF 12' RCP
�15
I
�6
EIP
S89°55'27"E 121.68'
L1
w
IY
TIE TO PROPERTY
w
o I�
CORNER
GRAPHIC SCALE
U v
to
WETLAND A
(OLD POND)
O
60 0 30 60 120
240
0.45 ACRES
I I~�
+ WO
to
( IN FEET )
�' I�
1 inch = 60 ft.

STREAM 3
?33' OF 12' RCP
0
0
W
m
ti
3
m
Z
f
0
x
L126 027
4128
WETLAND A L129
(OLD POND)
0.45 ACRES!6p
o� 5 L607 6 L610
V L6� 460g 61
L75 L600
l60j �60ti
�1
PRELIMINARY PLAT OF
WETLANDS AND STREAM
DELINEATION SURVEY
NEWLIN TOWNSHIP, ALAMANCE COUNTY, NORTH CAROLINA
OWNER(S): SNOW CAMP PROPERTY INVESTMENTS, LLC
30 NORTH GOULD STREET,
SUITE 6408
SHERIDAN, WY 82801
DATE: AUGUST 2, 2018 SCALE: 1" = 60'
DELINEATION BY: WYATT BROWN
BROWN ENVIRONMENTAL GROUP
SHT. 2 OF 10
O
WATER DUALITY
FLAG
1,77
33
�1
L618 STREAM
6
,38 L137 �� 62p 0
L15
6 L135 ��srs `�
STREAM 3 L179
L180 p1 L2p? LTQ�
STREAM 3B h�� C2p7
Co
dj
Review Area
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
----- EIP
STREAM 3
�26$ lo� L27p L271 —
L272
L 176
WETLAND AAAA
(FRINGE)�
0.06 ACRE L167 �`� 162 I WETLAND 0
(FRINGE)
16� 6g ��g9 L16 0.02 ACRE
� o
STREAM 3
m r
WETLAND AAA m lz
0.04 ACRE m
l204
L205
PARCEL ID # 102726 SNOW I PARCEL ID # 102747 SNOW
CAMP PROPERTY CAMP PROPERTY
INVESTMENTS LLC I�° INVESTMENTS LLC
D.B. 3714, PG 0667 IclD.B. 3714, PG 0664
190 +
o
(DI I
zl0
m
o
llgs a C226 L227 Io
cs �
STREAM 38 L266
�8
rn l�6S
! WETLAND BB
L200 �6A �y 0.35 ACRE
Q) � 1262 l230
126, L231
L26 p ?
l2Sg
I L2g�
(22j
WETLAND B����S
0.09 ACRE
N
0
240
l
Review Area ��

L254
rN
WATER OLIALITY
74 FLAG
0
N
WETLAND BB PARCEL ID # 102747 SNOW
0.35 ACRE CAMP PROPERTY
INVESTMENTS LLC
D.B. 3714, PG 0664
WETLAND C
0.36 ACRE
Review Area
PRELIMINARY PLAT OF
WETLANDS AND STREAM
DELINEATION SURVEY
NEWLIN TOWNSHIP, ALAMANCE COUNTY, NORTH CAROLINA
OWNER(S): SNOW CAMP PROPERTY INVESTMENTS, LLC
30 NORTH GOULD STREET,
SUITE 6408
SHERIDAN, WY 82801
DATE: AUGUST 2, 2018 SCALE: 1" = 60'
DELINEATION BY: WYATT BROWN
BROWN ENVIRONMENTAL GROUP
SHT. 3 OF 10
LINE TABLE
LINE
BEARING
LENGTH
L273
N12'08'47"W
5.72'
L274
NO3'40'53"E
17.05'
L275
N63'25'29"E
55.76'
L276
N81'31'50"E
40.30'
L277
N86'01'58"E
39.94'
L278
N83'12'56"E
43.54'
L279
N29'04'58"E
11.64'
L280
N17'25'03"E
31.89'
L281
N30'53'08"W
4.40'
L282
N54'56'47"E
71.51'
L283
N55'08'46"E
69.13'
L284
N60'30'37"E
68.49'
L285
N22'29'58"E
55.99'
L286
N51'43'15"E
58.20'
L287
S20'04'27"W
89.46'
L288
N82'12'41"W
10.45'
L289
S45'46'57"W
62.40'
L290
S50'00'38"W
49.87'
L291
S77'06'05"E
15.75'
L292
S59'42'46"E
24.86'
L293
N73'27'42"E
31.05'
L294
S22'11'32"W
41.12'
L295
N75'51'14"W
13.29'
L296
S80'30'39"W
42.53'
L297
N17'52'32"W
25.17'
L298
S79'38'46"W
29.66'
L299
S21'10'02"W
24.41'
L300
S79'30'28"W
48.39'
L301
S37'40'54"W
45.69'
L302
S75'38'27"W
41.04'
L303
S85'59'44"W
46.44'
L304
S60'04'27"W
39.99'
L305
S71'27'57"W
66.55'
N110M11N 11111 1'1111 SSNO ON
CP
`1
s
o STREAM 3
N
� r
PARCEL ID # 102732 SNOW
C, CAMP PROPERTY
r INVESTMENTS LLC
L2374 D.B. 3714, PG 0671
r�
�1,, s
s
N
I�
r
r
w
0
w
r
�
Co
C
W
r
V
J
N
L280
� 70
CD
V' o
v
o
cn m
cl
m z
r
Co
�2g"I
N
`°
rn
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
240
WETLAND C
/0.36 ACRE
P
1��9 �28S

STREAM 3
1510.58 TOTAL LINEAR FEET
LINE TABLE
LINE
BEARING
LENGTH
L1
N84'22'59"E
26.03'
L2
N74'50'18" E
5.22'
L3
N50'42'01"E
5.51'
L4
N12°27'49"E
7.90'
L5
N67'17'59"E
4.94'
L6
S67°59'40"E
5.06'
L7
S23'52'35"E
6.76'
L8
S13°12'10"E
4.09'
L9
S61'41'01"E
6.91'
L10
N72°13'54"E
5.27'
L11
N52'39'18"E
11.02'
L12
N54°04'51"E
18.04'
L13
N32°47'50"E
10.73'
L14
N48'53'53"E
4.30'
L15
N72'15'18"E
14.60'
L16
N81°57'50"E
10.69'
L17
S25'01'21"E
9.37'
L18
S60'11'32"E
7.80'
L19
N66°39'54"E
8.21'
L20
I N39°54'05"E
8.11'
L21
N12'39'55"W
9.24'
L22
N05°26'49"E
7.03'
L23
N46'02'17"E
7.45'
L24
N66'22'00"E
8.55'
L25
S89°52'23"E
11.28'
L26
N67'45'27"E
15.10'
L27
N53'06'21"E
16.47'
L28
N79'30'50"E
9.27'
L29
N77'46'31"E
16.89'
L30
S65'21'20"E
10.05'
L31
N74°24'47"E
4.79'
L32
N59*10'47"E
16.65'
L33
N84°55'38"E
9.05'
L34
S67'02'50"E
7.16'
L35
N83'51'58"E
4.90'
L36
N55'57'03"E
21.42'
L37
S76°51'09"E
8.15'
L38
S70'31'00°E
9.78'
L39
S33°49'31 "E
6.94'
L40
S13°35'18"E
7.88'
L41
S48'52'59"E
4.99'
L42
S46'44'02"E
17.34'
L43
S70°47'35"E
10.23'
L44
N83'30'36"E
19.09'
L45
N81'46'17"E
30.58'
L46
N54°52'24"E
9.56'
L47
S76'43'51 "E
11.65'
L48
N65'24'59"E
10.57'
L49
N06'30'06"E
15.90'
L50
N21°56'38"E
5.08'
L51
S61'40'40"E
4.17'
L52
N53'14'21"E
11.97'
L53
S33'19'02"E
20.29'
L54
S84'14'51 "E
12.22'
L55
S38°42'16"E
8.63'
L56
S72°43'19"E
10.56'
L57
N71'32'00"E
21.06'
STREAM 3
CONTINUED
LINE TABLE
LINE
BEARING
LENGTH
L58
S88'55'56"E
17.33'
L59
S89'20'46"E
20.41'
L60
S54'27'17" E
10.71'
L61
S86'17'20"E
12.61'
L62
S55°29'40"E
14.40'
L63
S77°46'55"E
8.66'
L64
N71°02'04"E
6.73'
L65
S67'35'12"E
13.39'
L66
S75'30'49"E
10.77'
L67
N56°09'35"E
6.77'
L68
N63'27'08"E
8.89'
L69
N32°39'26"E
10.45'
L70
N18°19'14"E
38.37'
L71
N86°56'20"E
10.86'
L72
S54°53'03"E
27.76'
L73
S58'25'12"E
40.06'
L74
S81 °22'21 "E
17.40'
L75
S81'22'21"E
32.72'
L600
S80°50'45"E
21.82'
L601
S68°54'07"E
16.71'
L602
N64'50'22"E
16.71'
L603
N41°30'58"E
23.25'
L604
N55'04'42"E
17.60'
L605
N66°31'33"E
17.60'
L606
N66°31'33"E
17.60'
L607
S76'24'49"E
17.60'
L608
S55°37'08"E
13.35'
L609
S70'41'50"E
13.35'
L610
S89°04'23"E
17.95'
L611
S71 °06'05"E
13.48'
L612
S61'53'59"E
8.56'
L613
S78°47'49"E
10.72'
L614
S86°59'06"E
8.34'
L615
S70'46'28"E
8.34'
L616
S84'38'12"E
11.68'
L617
N79'37'35"E
9.14'
L618
S86'37'52"E
11.20'
L619
S65'19'14"E
11.20'
L620
S56'05I09"E
15.21'
L621
S61 °29'33"E
14.71'
L145
S51'55'28"E
51.12'
L146
N40'59'58"E
11.77'
L147
N28'38'18"E
16.84'
L148
S81 °50'38"E
12.86'
L149
N45°36'15"E
17.77'
L150
N78°44'33"E
31.07'
L151
N49'31'03"E
18.05'
L152
N45°18'07"E
14.23'
L153
S57°14'18"E
30.88'
L154
S58°39'01"E
22.37'
L155
S81'21'23"E
18.56'
L156
N69°32'30"E
38.21'
L157
N28'19'20"E
23.47'
L158
N83'59'27"E
18.92'
L159
N70'05'38"E
28.59'
L160
N75'22'24"E
10.15'
L161
N39°48'24"E
14.10'
STREAM 3
CONTINUED
LINE TABLE
LINE
BEARING
LENGTH
L162
N76'22'58"E
22.49'
L163
N57'38'02"E
17.30'
L164
N73'22'05"E
1.31'
L165
N70°34'07"E
24.73'
L267
N52'32'07"E
23.41'
L268
N67'15'44"E
19.38'
L269
N51'59'32"E
21.04'
L270
S80'19'11 "E
37.27'
271
N83°22'01"E
12.29'
F L27291
S88°48'3S
31.61''
WETLAND 1 A
(FRINGE) 0.13 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L109
N08°49'26"W
6.49'
L110
NO2'05'16"E
51.11'
1-111
N51°31'03"W
18.99,
L112
N06°53'07"E
35.09'
L113
N32'26'05"E
56.73'
L114
N29°35'40"E
38.36'
L115
N78'35'33"E
45.32'
WETLAND 1
0.03 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L116
N05'29'05"W
24.68'
L117
NO3'40'55"E
29.18'
L118
N26°29'57"E
21.77'
L119
S21 °27'34"E
19.53'
L120
S17'00'27"E
34.20'
L121
S49'55'37"E
11.49'
L122
S77°17'01 "W
12.32'
L123
S62°13'38"W
26.16'
WETLAND A- OLD POND
0.45 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L124
N18°24'30"E
18.78'
L125
N2410'41"E
51.11'
L126
N83'38'16"E
26.92'
L127
N77'33'12"E
32.87'
L128
S62'30'10"E
43.82'
L129
S87°06'22"E
66.14'
L130
S43'39'56"E
23.16'
L131
S42'19'37"E
24.65'
L132
N72°07'32"E
30.20'
L133
S58°04'34"E
37.25'
L134
S13'30'01 "E
17.21'
L135
S75°07'56"W
22.69'
L136
N42'05'38"W
20.57'
L137
N88'41'42"W
25.60'
L138
S81'41'42"W
59.68'
L139
N17°14'30"W
20.49'
L140
S55'36'49"W
40.05'
L141
S64°17'39" W
1 49.74'
WETLAND A- OLD POND WETLAND 0
0.45 ACRE CONTINUED (FRINGE) 0.02 ACRE CONTINUED
LINE TABLE
LINE
BEARING
LENGTH
L142
S67°19'25"W
56.71'
L143
N89'38'49"W
49.51'
L144
N18°24'30"E
58.82'
STREAM 3A
434.32 TOTAL LINEAR FEET
LINE TABLE
LINE
BEARING
LENGTH
L76
N25'09'15"E
17.36'
L77
S76'50'14" E
11.73'
L78
N35°51'53"E
10.55'
L79
N45'19'22"E
11.55'
L80
N15'27'39"E
13.37'
L81
N00'42'57"W
17.93'
L82
N42'23'23"E
7.87'
L83
N00'00'58"W
3.57'
L84
N14*54'171
7.34'
L85
N15°09'15"E
6.56'
L86
N82'05'59"E
7.93'
L87
N23°04'44"W
18.36'
L88
N01'18'33"E
2.67'
L89
N73'39'01"E
11.39'
L90
N07'38'39"W
10.10'
L91
N66°31'57"E
3.24'
L92
N36'04'36"E
11.80'
L93
N44°05'10"E
29.44'
L94
N40'24'18"E
10.77'
L95
N06°13'52"W
18.93'
L96
N87°42'43"W
12.70'
L97
N04'00'09"E
9.97'
L98
N01-13'07"W
20.59'
L99
NO3'58'47"E
14.67'
L100
N67°26'25"E
13.04'
L101
N39°35'13"E
18.46'
L102
N46'51'15"E
9.59'
L103
N42°49'55"E
22.62'
L104
N00'31'36"W
12.94'
L105
S88°58'46"E
11.96'
L106
N36'12'58"E
16.29'
L107
N14°12'32 W
14.80'
L108
N06'58'16" W
1 24.23'
WETLAND AAAA
(FRINGE) 0.06 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L166
N48°08'42"E
47.42'
L167
N81°23'55"E
26.22'
L168
S55'46'06"E
11.15'
L169
S55'07'21 "E
16.97'
WETLAND 0
(FRINGE) 0.02 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L170
N36°50'00"E
15.01'
L171
N31'30'45"E
9.87'
L172
N66'55'16"E
5.72'
LINE TABLE
LINE
BEARING
LENGTH
L173
N75'08'56"E
5.56'
L174
N58'39'22"E
20.14'
L175
N47'57'58"E
15.13'
L176
S83'42'31 "E
13.39'
L177
S48°18'50"E
8.34'
L178
S80'55'14"E
7.21'
WETLAND AAA
0.04 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L201
N64°04'22"E
11.81'
L202
S67'53'43"E
26.55'
L203
N62°48'38"E
44.77'
L204
S67°30'08"E
53.18'
L205
N89°05'22"W
49.84'
L206
S72'42'11 "W
46.01'
L207
N72'59'36"W
22.33'
STREAM 313
293.70' TOTAL I INFAR FFFT
LINE TABLE
LINE
BEARING
LENGTH
L179
S07'12'57"W
2.51'
L180
S00'09'32"W
7.21'
L181
S30°55'17"E
9.03'
L182
S68'15'35"E
6.80'
L183
S39'16'1YE
14.31'
L184
S38°24'24"E
14.21'
L185
S55°54'52"E
8.68'
L186
S35°22'10"E
16.36'
L187
S40°46'20"E
21.63'
L188
N87'17'55"E
10.86'
L189
N73*10'28"E
13.86'
L190
S80°27'50"E
17.73'
1-191
S67'40'30"E
7.91'
L192
S50'11'27"E
41.48'
L193
S26°41'27"E
11.40'
L194
S28'02'59"E
5.89'
L195
S68°45'58"E
13.76'
L196
S16°44'39"E
31.59'
L197
S24'19'58" W
1 8.64'
L198
S48°32'03"W
8.63'
L199
S16'23'59"W
17.11'
L200
S18°00'06"E
4.10'
WETLAND B
0.09 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L208
S08°20'54"W
29.67'
L209
S27'59'16"E
39.39'
L210
S1612'46"W
13.42'
L211
S02'35'46"W
13.60'
L212
S24'33'25"E
6.93'
L213
N12°59'40"E
16.95'
L214
S59'48'14" E
24.02'
L215
S48°43'02"E
81.46'
L216
S32°04'59"E
51.71'
WETLAND B
WETLAND BB
0.09
ACRE CONTINUED
0.35 ACRE CONTINUED
LINE TABLE
L240 N21'29'40" E 33.77'
LINE TABLE
LINE BEARING LENGTH
L217 S47°10'13"E 43.80'
L218 N16'08'00"E 6.74'
L254 N05°45'49"W 19.38
L219 N37'48'52"W 33.42'
L220 N13'02'48"W 56.87'
L221 NFF°4R'SF"w FF qn'
L222 N45'03'47" W 30.18'
L223 N43'40'36"W 75.32'
L224 NO2'11'19"E 29.80'
WETLAND BB
0.35 ACRE
LINE TABLE
LINE BEARING LENGTH
L225 N20'14'15"W 10.04'
L226 S70°27'04"E 48.96'
L227 N74'41'15"E 35.60'
L228 S51°49'26"E 85.52'
L229 S50°00'57"E 32.01'
L230 S62'30'32"E 45.54'
L231 S72°03'38"E 36.64'
L232 S48'22'49"E 23.42'
L233 S71°48'58"E 56.51'
L234 S70'51'03"E 36.79'
L235 S17°36'16"E 29.26'
L236 SO4'38'58"E 34.42'
L237 S02°02'27"E 54.48'
L238 S42'24'40"E 9.96'
L239 N52'17'20"E 32.76'
L240 N21'29'40" E 33.77'
LINE BEARING LENGTH
L253 N24'52'49"W 15.36'
'
L255 N09'03'25"W 51.86'
L256 N17°05'19"W 34.64'
L257 N55'55'36"W 32.62'
L258 N71'10'54"W 59.62'
L259 N60'42'02"W 26.07'
L260 N72°51'49"W 41.33'
L261 N63'12'18"W 40.34'
L262 N66'53'34"W 57.49'
L263 S74°47'22"W 32.93'
L264 N53'28'25"W 47.52'
L265 N53°47'23"W 21.94'
L266 S85'59'40"W 4.80'
L241 N49°56'52"E 44.17'
L242 N26'32'03"E 29.86'
L243 N32°38'20"E 62.61'
L244 N27'12'30"E 57.79'
L245 S78°05'37"E 1.95'
L246 S17'40'05"W 40.37'
L247 N71°48'51"W 1.10'
L248 S29'31'30"W 48.82'
L249 S28°31'26"W 53.30'
L250 S19°56'26"W 45.17'
L251 S43'35'25"W 39.38'
L252 S65°30'09" W 54.48'
PRELIMINARY PLAT OF
WETLANDS AND STREAM
DELINEATION SURVEY
NEWLIN TOWNSHIP, ALAMANCE COUNTY, NORTH CAROLINA
OWNER(S): SNOW CAMP PROPERTY INVESTMENTS, LLC
30 NORTH GOULD STREET,
SUITE 6408
SHERIDAN, WY 82801
DATE: AUGUST 2, 2018 SCALE: 1" = 60' 1
DELINEATION BY: WYATT BROWN
BROWN ENVIRONMENTAL GROUP
SHT. 4 OF 10
L241 N49°56'52"E 44.17'
L242 N26'32'03"E 29.86'
L243 N32°38'20"E 62.61'
L244 N27'12'30"E 57.79'
L245 S78°05'37"E 1.95'
L246 S17'40'05"W 40.37'
L247 N71°48'51"W 1.10'
L248 S29'31'30"W 48.82'
L249 S28°31'26"W 53.30'
L250 S19°56'26"W 45.17'
L251 S43'35'25"W 39.38'
L252 S65°30'09" W 54.48'
PRELIMINARY PLAT OF
WETLANDS AND STREAM
DELINEATION SURVEY
NEWLIN TOWNSHIP, ALAMANCE COUNTY, NORTH CAROLINA
OWNER(S): SNOW CAMP PROPERTY INVESTMENTS, LLC
30 NORTH GOULD STREET,
SUITE 6408
SHERIDAN, WY 82801
DATE: AUGUST 2, 2018 SCALE: 1" = 60' 1
DELINEATION BY: WYATT BROWN
BROWN ENVIRONMENTAL GROUP
SHT. 4 OF 10

WETLAND F
0.02 ACRE
328 L329 l3
L362 �5�� I'L365
>/L36g , zaa L331 L332
TLAND G
.01 ACRE
L334 L335 L337 3 STREAM 2A
L339
L336 C3 8 L340 � ��'1�
3g1 o
STREAM 2 L342 L343
l�
Q
�s
L346
lip
L308
L327 ,
WETLAND F
L311 0.05 ACRE
L3j2f ,�� L315 ��16 (312
L324 L3 L313 �� ��
C348 L349
l�
S>
L352
STREAM 2
GRAPHIC SCALE
60 0 30 60 120 240 Review Area
( IN FEET)
1 inch = 60 ft.
PRELIMINARY PLAT OF PARCEL ID # 102732 SNOW
WETLANDS AND STREAM CAMP PROPERTYLLC
DELINEATION SURVEY DBE3714,NTS PG 0671 lss9
PROPERTY LINE
(NOT
PARCEL ID # 102697 I
NORMAN F. JACKSON JR.
D.B. 2767, PG 0057 I
�,y6l

WETLAND F STREAM 2 WETLAND F
0.05 ACRE 1089.96 TOTAL LINEAR FEET 0.02 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L306
S87'27'30"E
30.06'
L307
S32'00'58"E
8.57'
L308
S54'19'55"E
37.73'
L309
S00'35'55"W
10.44'
L310
S66'37'40"E
18.80'
L311
S71'32'26"E
22.29'
L312
S43'29'38"E
32.47'
L313
S55'18'21"E
33.33'
L314
I S89'20'01 "E
32.07'
L315
S71 *16'28"E
18.14'
L316
S89'31'43"E
14.70'
L317
S49'39'26"E
17.87'
L318
S86'15'10"W
24.42'
L319
N61'58'51"W
13.13'
L320
N74'00'06"W
19.06'
L321
S89'50'04"W
21.09'
L322
N58'16'29"W
33.01'
L323
N47'40'47"W
30.70'
L324
N63'52'06"W
39.62'
L325
N40'02'41 "W
15.65'
L326
N52'29'28"W
48.66'
L327
N65'58'41"W
22.38'
LINE TABLE
LINE
BEARING
LENGTH
L328
S59'03'30"E
32.96'
L329
S62'12'41 "E
34.54'
L330
S31'38'56"E
21.30'
L331
S72'01'57"E
33.33'
L332
S70'27'51"E
21.11'
L333
S59'09'23"E
20.39'
L334
S69'56'46"E
32.09'
L335
S61'03'54"E
45.65'
L336
S69'03'06"E
12.62'
L337
S78'30'07"E
33.68'
L338
S42'21'39"E
26.64'
L339
S60'09'40"E
9.15'
L340
S73'18'04"E
19.13'
L341
S41'02'34"E
30.30'
L342
S67'38'35"E
22.45'
L343
S62'32'32"E
14.81'
L344
S12'23'02"E
36.95'
L345
S10'26'34"E
23.05'
L346
S57'59'43"E
26.99'
L347
S07'59'46"E
16.69'
L348
S43'55'28"E
28.02'
L349
S74'45'33"E
43.19'
L350
S65'21'19"E
17.30'
L351
S16'53'50"E
41.05'
L352
S65'33'45"E
34.89'
L353
S28'46'29"E
50.51'
L354
N83'27'07"E
28.07'
L355
S35'34'52"E
46.38'
L356
S0032'57"E
80.54'
L357
S09'21'02"W
48.15'
L358
S03'03'57"W
14.36'
L359
S24'02'16"E
28.95'
L360
S15'36'20"E
60.25'
L361
N84'01'19"E
54.49'
LINE TABLE
LINE
BEARING
LENGTH
L362
N82'30'09"E
37.94'
L363
S29'16'29"E
36.06'
L364
S36'50'17"E
13.70'
L365
S54'44'47"E
12.20'
WETLAND G
0.01 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L366
S37'37'43"E
2.92'
L367
S51 *18'29"E
39.08'
L368
S53'22'47"E
36.46'
L369
S72'20'13" E
8.87'
STREAM 2A
162.78 TOTAL LINEAR FEET
LINE TABLE
LINE
BEARING
LENGTH
L370
N58'27'26"E
5.06'
L371
N81'26'26"E
41.71'
L372
N79'47'31"E
39.37'
L373
N82'13'13" E
24.01'
L374
N46'22'1YE
26.85'
L375
N58'15'46"E
11.98'
L376
N41'03'21 "E
13.80'

00 Review Area
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L390 ti �396 STREAM I 0.004 ACRE
,9 L400 L40
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PRELIMINARY PLAT OF
WETLANDS AND STREAM
DELINEATION SURVEY
NEWLIN TOWNSHIP, ALAMANCE COUNTY, NORTH CAROLINA
OWNER(S): SNOW CAMP PROPERTY INVESTMENTS, LLC
30 NORTH GOULD STREET,
SUITE 6408
SHERIDAN, WY 82801
DATE: AUGUST 2, 2018 SCALE: 1" = 60'
DELINEATION BY: WYATT BROWN
BROWN ENVIRONMENTAL GROUP
SHT. 7 OF 10
L3 8 N L44 STREAM IB
9
3 L411 450 L453
l�'� C °^� �L41
WETLAND H 413 6
0.005 ACRE 445 !Q L418 P
/>
`449 rQ
�449) s L456
WETLAND J
0.002 ACRE
WETLAND M STREAM I
WETLAND K 0.02 ACRE
0.01 ACRE
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
1 inch = 60 ft.
L466 \\\\
L461
� 423
lQ2
A
> WETLAND N
0.01 ACRE
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STREAM I

FPRELIMINARY PLAT OF
TLANDS AND STREAMELINEATION SURVEY
NEWLIN TOWNSHIP, ALAMANCE COUNTY, NORTH CAROLINA
OWNER(S): SNOW CAMP PROPERTY INVESTMENTS, LLC
30 NORTH GOULD STREET,
SUITE 6408
SHERIDAN, WY 82801
DATE: AUGUST 2, 2018 SCALE: 1" = 60'
DELINEATION BY: WYATT BROWN
BROWN ENVIRONMENTAL GROUP
SHT.8OF10
PARCEL ID # 102732 SNOW
CAMP PROPERTY
INVESTMENTS LLC
D.B. 3714, PG 0671
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STREAM I
NC GNSS REAL TIME NETWORK
WETLAND P
0.01 ACRE
�559\ (S60
L530
L526 ,� (528 �o C532L.Sz� �5E
L51g
L522
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STREAM I
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
STREAM IA
�cb
1151
is
�s
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L537
240

NC GNSS REAL TIME NETWORK
h
STREAM IA �p
WETLAND P
0.01 ACRE
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WETLAND E
PARCEL ID # 102732 SNOW
0.05 ACRE
CAMP PROPERTY
�559 �ssp h�`�
INVESTMENTS LLC
D.B. 3714, PG 0671
S32
LS33�S�6� �6 L537 \�qti L583
Approved
JD
A �5
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Review Area
�5$0
lss `s�`S
L576
L578
L577 L57g
STREAM I
S21S�,
5�W
5
�
L590 L591
.10,
4592
WETLAND D - ISOLATED
0.23 ACRE
PRELIMINARY PLAT OF
�g95
WETLANDS AND STREAM
L586
DELINEATION SURVEY
�`s99
NEWLIN TOWNSHIP, ALAMANCE COUNTY, NORTH CAROLINA
L598
\591
OWNER(S): SNOW CAMP PROPERTY INVESTMENTS, LLC
30 NORTH GOULD STREET,
SUITE 6408
SHERIDAN, WY 82801
APHIC SCALE
DATE: AUGUST 2, 2018 SCALE: 1" = 60'
60 O
30 60 120
DELINEATION BY: WYATT BROWN
BROWN ENVIRONMENTAL GROUP
( IN FEET )
SHT. 9 OF 10
1 inch = 60 ft.
240

STREAM 1
2136.33 TOTAL LINEAR FEET
LINE TABLE
LINE
BEARING
LENGTH
L377
S28'48'18"E
12.53'
L378
S17'29'07"W
60.75'
L379
S38°37'04"E
13.42'
L380
S12'32'10"E
17.68'
L381
S72'12'49"W
34.50'
L382
S24'00'40"W
26.48'
L383
S75°12'12"E
37.13'
L384
S21 °16'09"E
19.61'
L385
S06°08'45"W
30.84'
L386
S50'21'33"E
17.13'
L387
S69'40'07"E
46.42'
L388
S10°48'22"E
16.06'
L389
S07'30'00"W
29.59'
L390
S68°37'33"E
24.29'
L391
Si '1 "
L392
L393
N73'53'20"E
16.43'
L394
68'20'52"E
8.55'
L395
S42°48'20"E
42.99'
L396
'1 4"
L397
S84°07'46"E
4.70'
L398
S85'06'59"E
18.39'
L399
S86'21'12"E
19.87'
L400
S79°07'00"E
24.74'
L401
S66°58'45"E
13.00'
L402
S43'23'28"E
20.37'
L403
S25°07'36"E
10.53'
L404
S37'06'35"E
27.60'
L405
S44°16'19"E
7.24'
L406
S26°23'49"E
7.31'
L407
S17'20'44"W
3.59'
L408
N86°42'47"E
27.03'
L409
N76'20'10"E
12.61'
L410
S60°05'14"E
L411
S56'53'54"E
24.99'
L412
S19'23'25"E
10.02'
L413
S53'32'26"E
40.48'
L414
N47°05'26"E
27.95'
L415
S16*43'11"E
8.35'
L416
S56'37'56"E
1 33.91'
STREAM 1
CONTINUED
LINE TABLE
LINE
BEARING
LENGTH
L417
S24°47'57"E
14.98'
L418
S73°27'39"E
38.83'
L419
S17°26'45"E
6.67'
L420
S84°31'10"E
7.71'
L421
S40'46'51"E
19.79'
L422
4'1 11
7 '
L423
4 ° 1,
80'
L424
4"
0.83'
L425
4° 1"
18.66'
L426
S00'58'22"E
14.37'
L427
S23'53'58"E
16.79'
L428
S45'24'16"W
6.91'
L429
S13°03'08"W
13.60'
L430
S24°40'37"W
6.37'
L431
S08°10'30"E
6.15'
L432
S47'28'1 YE
20.20'
L433
S29°29'26"E
33.37'
L434
S62'02'43"E
14.44'
L435
N59'07'05"E
17.66'
L436
S08°24'47"E
6.16'
L437
S54'23'51"E
38.65'
L438
S53'53'58"E
11.90'
L439
S49°18'37"E
2.81'
L440
S49'29'50"E
13.30'
L441
S35'47'09"E
25.34'
L501
S36°57'00"E
29.99'
L502
S19°56'37"E
15.64'
L503
S17°10'36"E
9.00'
L504
S35'15'59"E
35.93'
L505
S56°05'55"E
23.16'
L506
S59'53'45"E
7.64'
L507
S60°39'08"E
12.80'
L508
S28'29'18"E
4.61'
L509
S17°56'38"W
9.48'
L510
S25'02'10"E
10.04'
L511
S64'36'03"E
25.60'
L512
S37°47'28"E
14.23'
L513
S14'03'37"W
20.18'
L514
S49°43'14"E
33.67'
L515
N63'38'03"E
2.70'
FPRELIMINARY PLAT OF
TLANDS AND STREAMELINEATION SURVEY
NEWLIN TOWNSHIP, ALAMANCE COUNTY, NORTH CAROLINA
OWNER(S): SNOW CAMP PROPERTY INVESTMENTS, LLC
30 NORTH GOULD STREET,
SUITE 6408
SHERIDAN, WY 82801
DATE: AUGUST 2, 2018 SCALE: 1" = 60'
DELINEATION BY: WYATT BROWN
BROWN ENVIRONMENTAL GROUP
SHT.1 0 OF 10
STREAM 1
CONTINUED
LINE TABLE
LINE
BEARING
LENGTH
L516
7 '4 "
10, 7 '
L517
S53°09'16"E
16.06'
L518
S27°22' 7"
1 7 '
L519
S15'50'44"W
10.39'
L520
S12°17'04"E
10.19,
L521
S28'41'05"W
20.49'
L522
S06°30'50"E
30.71'
L523
S33°23'33"E
21.19'
L524
S49°24'36"E
13.15'
L525
S32'14'40"E
6.38'
L526
S11 °06'02"W
18.13'
L527
S61'54'05"E
19.00'
L528
S22'15'45"W
31.96'
L529
I S62°57'44"E
13.60'
L530
S03°11'54"W
19.50'
L531
S23°59'25"E
12.39'
L532
S25'17'14"W
19.71'
L533
S17'48'52"W
12.41'
L534
S38°56'27"W
18.91'
L535
S12'03'25"W
10.06'
L536
S34°30'59"E
15.19'
L537
S08°14'15"W
78.61'
L574
S76°27'20"W
20.74'
L575
S37°04'51"W
17.12'
L576
S10°07'22"W
74.76'
L577
S03°01'37"W
36.34'
L578
S02'44'35"E
6.00'
L579
S12'13'36"W
24.71'
WETLAND H
FRINGE 0.005 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L442
S12°19'03"W
9.21'
L443
S61 °11'29"E
10.71'
L444
N60'39'56"E
19.36'
WETLAND J
FRINGE 0.002 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L445
S71 °14'04"E
16.45'
L446
N59°04'13"E
13.31'
WETLAND K
FRINGE 0.01 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L447
S14°26'03"W
35.25'
L448
N83°53'00"E
22.06'
L449
S85'40'31"E
22.80'
WETLAND L
FRINGE 0.004 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L450
S75°37'06"E
27.63'
L451
S07°32'32"E
11.89'
WETLAND M
0.02 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L452
N74°43'52"E
29.80'
L453
S59'46'55"E
12.78'
L454
S11°39'37"W
12.73'
L455
S32'28'08"W
14.83'
L456
N62°34'29"W
32.56'
L457
NO2'23'28"W
WETLAND N
0.01 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L458
N67'27'01"E
19.92'
L459
S23°22'25"E
32.83'
STREAM 1B
113.68 TOTAL LINEAR FEET
LINE TABLE
LINE
BEARING
LENGTH
L460
N81°16'52"E
20.83'
L461
S64'31'11"E
11.76'
L462
N74'41'26"E
18.00'
L463
N62°43'33"E
26.34'
L464
N51°26'59"E
5.47'
L465
N73'48'53"E
12.92'
L466
S56'15'48"E
8.20'
L4
N28 °48'01 "E
10.16'
WETLAND F1
0.18 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L538
N50'31'36"E
9.78'
L539
S48°54'00"E
50.88'
L540
S82'31'51 "E
24.00'
L541
N69°01'56"E
32.90'
L542
N77'26'54"E
94.50'
L543
S89°19'40"E
42.54'
L544
N64'18'19"E
58.26'
L545
S20°12'16"E
25.19'
L546
S57'13'37"W
53.96'
L547
N76°11'54"W
75.45'
L548
S62'28'26"W
101.91'
L549
S19'51'54"W
36.02'
L550
S34'05'03"W
10.52'
L551
N28'29'18"W
4.61'
L552
N00°33'19"W
6.60'
L553
N11'37'55"E
20.07'
L554
S87'31'12"W
12.16'
L555
S69'24'09"W
L556
S05°09'06"E
11.68'
WETLAND P
FRINGE 0.01 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L557
S74°10'40"E
4.40'
L558
N27'51'15"E
14.47'
L559
S17*13'19"E
18.88'
L560
S28°55'56"W
23.59'
WETLAND B1-B33
0.27 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L468
N43°04'54"E
7.98'
L469
N46°45'34"E
9.19'
L470
N84°55'17"E
51.76'
L471
N52°28'20"E
29.51'
L472
N78°17'33"E
51.13'
L473
N46'29'23"W
33.76'
L474
N60'55'57"E
50.38'
L475
S68°28'18"E
37.07'
L476
N23'05'05"E
52.02'
L477
S64°10'30"E
46.54'
L478
S47'14'40"E
25.93'
L479
S59°02'16"E
31.64'
L480
S08°25'46"E
9.75'
L481
N85'51'00"W
45.93'
L482
L483
L484
S56'50'44"W
25.96'
L485
N88'43'48"E
24.09'
L486
N87°29'28"E
42.31'
L487
1 4'05"E
17 '
L488
N50'41'58"W
22.24'
L489
S76'06'23"W
40.52'
L490
S89°48'37"W
36.86'
L491
N42'37'32"W
30.24'
L492
S57'17'03"W
38.58'
L493
S38'44'51 "E
32.85'
L494
S40'57'08"E
23.72'
L495
S80°03'07"W
22.75'
L496
N60'06'49"W
18.83'
L497
N80'58'50"W
63.20'
L498
S77°41'00"W
46.31'
L499
N88'32'42"W
29.58'
L500
N72°34'06"W
2.60'
STREAM 1A
296.18 TOTAL LINEAR FEET
LINE TABLE
LINE
BEARING
LENGTH
L561
S30°25'48"E
17.71'
L562
S65'47'01"E
22.43'
L563
S50°41'04"E
17.23'
L564
S85°08'26"E
28.78'
L565
N60°16'12"E
12.00'
L566
S49°03'49"E
35.06'
L567
N82'02'38"E
16.57'
L568
S62°31'40"E
23.45'
L569
S51°48'44"E
25.04'
L570
S39°55'59"E
29.96'
L571
S75'48'27"E
16.46'
L572
S34°51'03"E
25.28'
L573
S08'30'20"E
26.21'
WETLAND E
0.05 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L580
S19°55'32"E
20.01'
L581
S85'29'03"E
23.70'
L582
S36'46'38"E
18.81'
L583
S10'08'19"W
28.16'
L584
N86°44'22"W
29.89'
L585
S59'27'57"W
23.28'
WETLAND D
ISOLATED 0.23 ACRE
LINE TABLE
LINE
BEARING
LENGTH
L586
S06'51'48"W
70.56'
L587
S64'34'52"E
21.77'
L588
S77°55'00"E
52.30'
L589
N80'18'23"E
14.17'
L590
S00°26'45"W
27.25'
L591
S14°49'03"W
30.13'
L592
S16'38'06"W
55.89'
L593
S36'49'18"W
25.72'
L594
N53'01'52"W
18.19,
L595
N15*38'31"W
35.84'
L596
N32°55'10"W
47.35'
L597
N11°41'17"W
71.03'
L598
N12.30" 4"E
36.22'
L599
N34'27'32"E
34.40'

SAW-2018-01357
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Snow Camp Property Investments, LLC
File Number: SAW-2018-01357
Date: 3/20/2019
Attn.: Mary McDonald
Attached is:
See Section below
❑ 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
I 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 hqp://www.usace.gM.mil/Missions/CivilWorks/Re ug latoiyProgramandPennits.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 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.
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

SAW-2018-01357
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 rovide 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 also
appeal process you may contact:
contact:
District Engineer, Wilmington Regulatory Division
Mr. Jason Steele, Administrative Appeal Review Officer
attn: David E. Bailey
CESAD-PDO
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Drive, Suite 105
60 Forsyth Street, Room 10M15
Wake Forest, North Carolina 27587
Atlanta, Georgia 30303-8801
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 opportunit 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 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. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 3/20/201 9
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Wyatt Brown, Brown's Environmental Group, Inc
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
SAW-2018-01357 (Alamance Quarry and Construction Materials / 520 Clark Road / Snow Camp / Alamance County / commercial)
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough:AlamanCe City: Snow Camp
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.8710 Long.:-79.4184
Universal Transverse Mercator:
Name of nearest waterbody: UT t0 Cane Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s): 7/6/2018
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
Stream 1
35.873
-79.418
2136 feet
non wetland waters
404
Stream 1A
35.871
-79.417
296 feet
non wetland waters
404
Stream 1B
35.873
-79.418
114 feet
non wetland waters
404
Stream 2
35.872
-79.422
1090 feet
non wetland waters
404
Stream 2A
35.872
-79.421
163 feet
non wetland waters
404
Stream 3
35.868
-79.420
1511 feet
non wetland waters
404

Alamance Quarry (Continued from Preliminary JD)
Geographic
Type of
Estimated amount of
authority
Site
Latitude
Longitude
Aquatic
aquatic resource in
to which the aquatic
number
Resource
review area
resource "may be"
subject
Stream
35.869
-79.420
Non wetland
434 feet
404
3A
waters
Stream
35.868
-79.418
Non wetland
294 feet
404
3B
waters
Wetland
35.868
-79.419
wetland
0.45 acres
404
A
Wetland
35.867
-79.417
wetland
0.09 acres
404
B
Wetland
35.869
-79.417
wetland
0.36 acres
404
C
Wetland
35.871
-79.417
wetland
0.05 acres
404
E
Wetland
35.871
-79.420
wetland
0.05 acres
404
F
Wetland
35.873
-79.417
wetland
0.18 acres
404
F1
Wetland
35.872
-79.422
wetland
0.03 acres
404
F/G
Wetland
35.869
-79.419
wetland
0.03 acres
404
I
Wetland
AAA
35.868
-79.418
Wetland
0.04 acres
404
Wetland
35.8681
-79.4171
Wetland
0.06 acres
404
AAAA
Wetland
35.867
-79.417
Wetland
0.35 acres
404
BB
Wetland
35.868
-79.420
Wetland
0.13 acres
404
lA
Wetland
35.874
-79.419
Wetland
0.005 acres
404
H
Wetland
35.874
-79.419
Wetland
0.002 acres
404
J
Wetland
35.873
-79.419
Wetland
0.01 acres
404
K
Wetland
35.873
-79.418
Wetland
0.004 acres
404
L
Wetland
35.873
-79.418
Wetland
0.02 acres
404
M
Wetland
35.873
-79.418
Wetland
0.01 acres
404
N
Wetland
35.874
-79.417
Wetland
0.27 acres
404
B1-B33
Wetland
35.872
-79.417
Wetland
0.01 acres
404
P
Wetland
35.868
-79.417
Wetland
0.02 acres
404
0

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be" waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
■0 Maps, plans, plats or plat submitted by or on behalf of the PJD requestor:
Map: Aerial, soils, and topo maps (BEG)
FMJ Data sheets prepared/submitted by or on behalf of the PJD requestor.
Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps.
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
0
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps. 1:24,000 Crutchfield Crossroads and Snow Camp Quads
U.S. Geological Survey map(s). Cite scale & quad name:
Q Natural Resources Conservation Service Soil Survey. Citation: Alamance Co. Soil Survey
❑ National wetlands inventory map(s). Cfte name:
❑ Statellocal wetland inventory map(s).
❑ FEMAIFIRM maps.
❑ 100-year Fioodplain Elevation is. .(National Geodetic Vertical Datum of 1929)
❑ Photographs: 0 Aerial (Name & Date): �2014 Google Earth
or 0 Other (Name & Dale)-.
❑ Previous determination(s). File no. and date of response letter:
7 Other information (please specify): LiDAR (NC Floodmaps)
IMPORTANT NOTE: The information recorded on this form has not necessaril
been verified by the�Ccw s, and should not be relied ul2on for later jurisdictional
deterrninaVons.
// Digitallysigned by BAILEV.DAV10.E.13)9283)36
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P;U1,. USA,
736
n=BAILEy.03.201,.158 2 2 MG
Date:2019.03.20115825-04'00'
Signature and date of
Regulatory staff member
competing PJD
Signs re and date of��
person requesting PJ.D
(REQUIRED, unless obtaining
the signature is impracticable)'
Districts may estab;ish timeframes for reclLestof to. Fetum signed PJD} fa►ms. fi the requestor does not respond
within the established time frame. the district may presume concurrence and. ti o additional, follow up is
necessary prior ter €rnalizing an action.

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): November 6, 2018
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Alamance Quarry and Construction Materials / 520
Clark Road / Snow Camp / Alamance County / commercial, SAW-2018-01357
C. PROJECT LOCATION AND BACKGROUND INFORMATION: The project area is located between Clark Road and
Quackenbush Road, approximately 0.5 mile east of Snow Camp Road, in Snow Camp, Alamance County, North Carolina.
The review area for this JD form is limited to the area within the red box labeled "Approved JD Review Area" on the map entitled
"Wetlands and Stream Delineation Survey."
State: North Carolina County/parish/borough: Alamance County City: Snow Camp
Center coordinates of site (lat/long in degree decimal format): Lat. 35.8708317761798°N, Long.-79.4185532171647' W
Universal Transverse Mercator: 17 642769.84 3970776.67
Name of nearest waterbody: UT to Cane Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: N/A
Name of watershed or Hydrologic Unit Code (HUC): Haw, 03030002
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
❑ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a different
JD form:
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): 7/6/2018
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There _ "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
❑ Waters subject to the ebb and flow of the tide.
❑ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There _ "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): t
❑ TNWs, including territorial seas
❑ Wetlands adjacent to TNWs
❑ Relatively permanent waters' (RPWs) that flow directly or indirectly into TNWs
❑ Non-RPWs that flow directly or indirectly into TNWs
❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
❑ Impoundments of jurisdictional waters
❑ Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non -wetland waters: linear feet, wide, and/or acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: -
Elevation of established OHWM (if known):
Non -regulated waters/wetlands (check if applicable):3
® Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain: Wetland labeled "Wetland D - Isolated" on the map entitled "Wetlands and Stream Delineation Survey" is
completely surrounded by uplands, with no evidence of surface or subsurface flow from the wetlands to any RPW or
Boxes checked below shall be supported by completing the appropriate sections in Section III below.
s For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
s Supporting documentation is presented in Section III.F.

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non-RPW. Further, there is no adjacency or ecological connection to any water of the US. This wetland has no
hydrologic connection, surface or subsurface, to any jurisdictional waters/wetlands.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section IILB.2 for any onsite wetlands, and Section IILB.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size:
Drainage area:
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
❑ Tributary flows through - tributaries before entering TNW.
Project waters are Pick List river miles from TNW.
Project waters are Pick List river miles from RPW.
Project waters are Pick List aerial (straight) miles from TNW.
Project waters are Pick List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.

-3-
Identify flow route to TNW5:
Tributary stream order, if known:
(b) General Tributary Characteristics (check all that U121y):
Tributary is: ❑ Natural
❑ Artificial (man-made). Explain:
❑ Manipulated (man -altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: --
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type/0/6 cover:
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: RPTLr
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Ikk
Estimate average number of flow events in review area/year: -
Describe flow regime:
Other information on duration and volume:
Surface flow is: Fick Lisa. Characteristics:
Subsurface flow: Pick Lis. Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
❑ Bed and banks
❑ OHWM' (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑ the presence of litter and debris
❑ changes in the character of soil
❑ destruction of terrestrial vegetation
❑ shelving
❑ the presence of wrack line
❑ vegetation matted down, bent, or absent
❑ sediment sorting
❑ leaf litter disturbed or washed away
❑ scour
❑ sediment deposition
❑ multiple observed or predicted flow events
❑ water staining
❑ abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.1 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
❑ High Tide Line indicated by: ❑ Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
s Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
'A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.

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Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
(iv) Biological Characteristics. Channel supports (check all that apply):
❑ Riparian corridor. Characteristics (type, average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: -. Explain:
Surface flow is: -
Characteristics:
Subsurface flow: FKk List. Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick Lis7 river miles from TNW.
Project waters are Fick LisA aerial (straight) miles from TNW.
Flow is from: Pick List.
Estimate approximate location of wetland as within the Pick Lis floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer. Characteristics (type, average width):
❑ Vegetation type/percent cover. Explain:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: Pica
Approximately acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:

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Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
❑ TNWs: linear feet, wide, Or acres.
❑ Wetlands adjacent to TNWs: acres.
RPWs that flow directly or indirectly into TNWs.
❑ Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
❑ Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
❑ Tributary waters: linear feet wide.
❑ Other non -wetland waters: acres.
Identify type(s) of waters:

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3. Non-RPWss that flow directly or indirectly into TNWs.
❑ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
❑ Tributary waters: linear feet, wide.
❑ Other non -wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
❑ Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
❑ Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that
tributary is perennial in Section IILD.2, above. Provide rationale indicating that wetland is directly abutting an RPW:
❑ Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
❑ Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
❑ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres
Impoundments of jurisdictional waters?
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
❑ Demonstrate that impoundment was created from "waters of the U.S.," or
❑ Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
❑ Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY): 'I
❑ which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
❑ which are or could be used for industrial purposes by industries in interstate commerce.
❑ Interstate isolated waters. Explain:
❑ Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
❑ Tributary waters: linear feet, wide.
❑ Other non -wetland waters: acres.
Identify type(s) of waters:
'See Footnote # 3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
'"Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

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❑ Wetlands: acres.
F. NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
❑ If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
® Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
® Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
❑ Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
❑ Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
❑ Non -wetland waters (i.e., rivers, streams): linear feet, wide.
❑ Lakes/ponds: acres.
❑ Other non -wetland waters: acres. List type of aquatic resource:
® Wetlands: 0.23 acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
❑ Non -wetland waters (i.e., rivers, streams): linear feet, wide.
❑ Lakes/ponds: acres.
❑ Other non -wetland waters: acres. List type of aquatic resource:
❑ Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Aerial, soils, and topo maps (Brown's
Environmental Group)
® Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 1:24K; Crutchfield Crossroads
® USDA Natural Resources Conservation Service Soil Survey. Citation: Alamance County Soil Survey
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): ESRI 2014
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Applicable/supporting case law:
❑ Applicable/supporting scientific literature:
® Other information (please specify): LiDAR (NC Floodmaps)
B. ADDITIONAL COMMENTS TO SUPPORT JD:
The review area for this JD form is limited to the area within the orange box labeled "Approved JD Review Area." This JD
Form documents an isolated, non -jurisdictional wetland, labeled "Wetland D - Isolated."