HomeMy WebLinkAbout20051881 Ver 5_PJD SAW-2018-02088_20190301SAW -2018-02088
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2018-02088 County: Guilford U.S.G.S. Quad: NC- Guilford
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Soil & Environmental Consultants, P.A.
Attn: Bob Zarzecki
Address: 8412 Falls of Neuse Road
Raleigh, NC 27615
Size (acres) —75 Nearest Town High Point
Nearest Waterway West Fork Deep River River Basin Cape Fear
USGS HUC 03030003 Coordinates 36.057276 N, -79.986833 W
Location description: The proiect area, shown as the areas within the red outlined "Evaluation Area" on the attached figure
entitled "Wetland Sketch Mad'. is located on the west side of Barrow Road and primarily on the south side of Clinard Farms
Road, in High Point, Guilford County, North Carolina.
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
dated 10/30/2018. 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.
❑ 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
SAW -2018-02088
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 (LAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808-2808 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. Bailev at 919-554-4884 Extension 30 or
David.E.Bailev2 (&usace.armv.mil.
C. Basis For Determination: See the Preliminary Jurisdictional Determination form dated 11/07/2018.
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: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M 15
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.**
Digitally signed . BAILEY ent, o .=Doo, 83736
ou=PKI
DN: c=US, o=BAI Government, 792837, ou=PKI,
ou=USA, cn=BAILEY.DAVID.E.1379283736
Corps Regulatory Official: Date: 20,8.,,.07,2:,,:2, -05'00'
Date of JD: 11/07/2018 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.anny.mil/cm apex/p.p=136:4:0
Copy furnished:
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105
Detailed Delineation or Waters of the US
Suitable for Preliminary PI—rung Only
S&EC reserves the right to modify tius map based on more fieldwork,
and any other additional information. Approximations were mapped using
topographic maps, au photos and ground —thing. V the site is going
tc be disturbed, S&EC's detailed delineation should be approved and
pemdtted by the U.S. Army Corps of Engineers as required. If the user of
this work desires an accurate map of the regulated features flagged b y
S&EC, they should retain a NC Registered Professional land Surveyor to
locate S&EC's nagging.
Legend
Evaulation Area
�•. i Potentially Jurisdictional Perennial Stream
IN—. Potentially Jurisdictional Intermittent Stream
5% Potentially Jurisdictional Wetland
Potential 50' Stream Buffer
Potential 100' Stream Buffer
January 25, 2018 -Joint USACE S DWR Site Visit
Sue Homewood (DWR), David Bailey (USAGE), Bob Zaaecki(S&EC)
Determination of potential WoUS and Streams verified by USACE and DWR with
notable "changes 1-25-18". (NCWRC representative also present.)
October 8, 2018 - DWR Site Visit - Post Pond Draining
Sue Homewood (DWR), Bob Zamecki (SBEC)
Stream stop points identified and flagged for streams "A" and "C" within the pond.
Stream "A" evaluated and later confirmed to be "intermittent".
Guilford Co., NC
r ,y7s.ar ,
- tis f
r +
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Project No.
13370.W1 Wetland Sketch Map
Project Mgr.: 0 12s 250 500 Sail&
13z tI � Barrow Road Site - _
D�;e,;,n„ 1"= 125
PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 11/7/2018
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Soil & Environmental Consultants, PA (S&EC), Bob
Zarzecki, 8412 Falls of Neuse Road, Raleigh, NC 27615 = Agent for Blue Ridge Companies, Inc.
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: SAW -2018-02088 (BRC Barrow Road LLC / FPF High
Point LLC / Barrow Road and Clinard Farms Road / High Point / Guilford County / residential)
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project area is located on the west
side of Barrow Road and primarily on the south side of Clinard Farms Road, in High Point, Guilford County, NC.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Guilford City: High Point
Center coordinates of site (lat/long in degree decimal format): Lat.: 36.055259° Long.: -079.986338°
Universal Transverse Mercator:
Name of nearest waterbody: West Fork Deep River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date: Field
® Determination. Date(s):1/25/2018
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
Latitude (decimal
Longitude
Estimated amount of
Type of aquatic
Geographic authority to
Number
degrees)
(decimal degrees)
aquatic resources in
resources (i.e.,
which the aquatic resource
review area (acreage
wetland vs. non-
"may be" subject (i.e.,
and linear feet, if
wetland waters)
Section 404 or Section
a licable
10/404
A
36.054931
-79.987055
2,250 LF
non -wetland
Section 404
B
36.055648
-79.990606
1,145 LF
non -wetland
Section 404
C
36.055450
-79.985215
150 LF
Section 404
non -wetland
W1
36.055759
-79.986344
2.335 Acres
wetland
Section 404
Section 404
W4
36.054874
-79.986801
0.51 Acre
wetland
W5
36.054698
-79.987122
0.274 Acre
wetland
Section 404
Tributary
36.054711
-79.986659
200 LF
non -wetland
Section 404
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 AID 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 AID 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:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Aerial, soils, and topo maps (S&EC)
® 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:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
®U.S. Geological Survey map(s). Cite scale & quad name: 1:24,000 Guilford Quadrangle
®Natural Resources Conservation Service Soil Survey. Citation: Guilford Co. Soil Survey
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
x❑ Photographs: [OAerial (Name & Date): 2014 NCCGIA
or ❑Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:_
Nx Other information (please specify): LiDAR (NC Floodmaps)
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional
determinatiam.
Digitally signed by
BAI LEY.DAVI D.E.1379283736
G DN: c=US, o=U.S. Government,
ou=DoD, ou=PKl, ou=USA,
cn=BAI LEY.DAVI D.E.1379283736
Date: 2018.11.07 12:11:00 -05'00'
Signature and date of Regulatory
staff member completing PJD
Bob Zarzecki
Digitally signed by Bob Zarzecki
DN: cn=Bob Zarzecki, o=S&EC, PA,
ou=Wetlands Department,
email=bzarzecki@sandec.com, c=US
Date: 2017.12.08 12:39:23 -05'00'
Signature and date of person
requesting PJD (REQUIRED,
unless obtaining the signature
is impracticable)'
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing
an action.
'P N t'-2 -49" W
o® �
TE 8 Una Bearing Distance
Li N 0'-05'-28" E 44.40'
L2 N 88-37'-52' W 10.61'
Stone L3 S 87=37'-15' E 91.08'
?y • ti Found L4 S 85-12'-48" E 92.14"
x LS S 0'-44'-27" W 63.72'
L6 S 0-51'-56' E 54.67'
L7 S 0=51'-56' E 2.52'
L19 1 LB S 84-32'-23" E 20.46'
L9 N 3'-29'-44" E 68.99'
L10 N 48'-37'-58' W 49.44
1 1.11 N 1'-23'-37" E 93.49'
NL12 N 1=23'-37- E 22.04'
N' T# 2 1.13 N 47'-17'_34• E 54.53•
SEE S E
L14 N 13'-00'-48" E 7265'
1 L15 N 5'-02'-44' E 97.02'
LIS S 29'-46-31" W 133.62'
L17 S 88'-321-3Y W 119.40'
E E SHEET # 7 L19 S 76'-15'-07" W 01.23
E LN 0' -O8' -&1'E 163.6
L2020 569=41' -OS' E 63.82'
f L21 S 89' -41' -OS" E 70.95'
i. L22 N 7'-57'-50' E 4281'
I L23 N 7'-57'-50" E 12244'
�., LOT Art OF
"LELIA B. BULLIS"
P.B. 87-27
SHEET#3
V BRC BARROW ROAD, LLC Found N 2-1 -31" E �asement
D.B. BO78-1479 443.52
� s
PIN 7804706213
Piedmont Crossing Residential, LLC
D.B.6171 Pg.2587
Duke Energy Corp(
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D.B.4739 P
CITY OF NIGH POINT
MON. 'H[-PT59.Y
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c7� 0.9989319514 N 1S;'Mtl� E 17
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NCOS Monument 5
NAD 03 /
N 8371I&V
E 171107580'
56.486 ACRES
SEE SHEET#4
D7aknd Panel
STREAM "C"
SEE SHEET#5/
U
SEE SHEET#6
Right -of -Way
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STREAMS = 3,711 L.F.
WETLANDS = 1.306 ACRES
DRAINED POND = 1.621 ACRES
TOTAL = 2.927 ACRES
30.673 ACRES
Stone i ! N 0'-51'-56" W -
Found ,s. 57.19'tot.
Exhibit "A" Part One # t ad /'/ LOT 1/1 OF
D.B. 6603 Page 2967 >r ..,£ O 1 N/F NORMAN WEIR & 'ANITA W. IDOL
Temp- Lt NORMA IMOGENE WEIR , // & OLEN BR PKIM�SEY*
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C2 1217,50'N 35'-54!-16" W 388.48' 388.12'
C3 1834.93' N 71' S8' 30" W 81224' 615.88'
C4 11578.04' N 68'-36'-17" W 32.23'' 3&60'
5
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C5 578.p4' S 69' 03' 18' E 432.23' 433.60'
3'-42'-34� µ�'� "' %;' C6 1574.93' S 71'-33'-48" E 545.90' 548.90'
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•A < r��"" / i"""�"'""'�- C9 1514.93' S 85-48'-50' E 204.54' 204.69'
BRC BARROW ROAD. LLC $ !`
PROPOSED
PARCEL
UBSTATION SITE D.B. 8018-1479 N Right-ot-Way / ...
ANNEXATION MAP FOR THE LANDS PIN 7804706213 E1d116It "A»
OF THE CITY OF HIGH POINT D.B. 6603 Page 29711
P.B.141 P9.32
N/F J.R. SMITH
PARCEL A D.B.849 P9.268
PROPOSED FIRE STATION SITE /
ANNEXATION MAP FOR THE LANDS
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P.8.141 P9.32 /
i
Wetland Delineation Survey For
BRC BARROW ROAD LLC
Sheet 1 of 8
DEEP RIVER TOWNSHIP - GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
JOB NUMBER 2017066
APRIL 3, 2018
"This certifies that this copy of this plat accurately depicts the
boundary of the jurisdiction of the Section 404 of the Clean
Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations,
_ this determination of Section 404 jurisdiction may be relied upon
VIOF
LUAMS" for a period not to exceed five years from this date. The
19.25 osement LOT #1Of undersigned completed this determination utilizing the appropriate
'` "HECTOR MAU Regional Supplement to the 1987 U.S. Army Corps of Engineers
& TERESA ANN NN LE
eo 0 as recorded in P.B.1 Wetlands Delineation Manual, 33 C.F.R. part 328 and other U.S.
Army Corps of Engineers guidance."
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---------------------
I 'HECTOR MARIO LEI
& TERESA ANN LEN
as recorded In P.B. 14 Title:
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VICINITY MAP
NOT TO SCALE
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
117 EAST MAIN STREET
LM P.O. BOX 365
r Ninc JAMESTOWN, N.C. 27282
Telephone (336) 886-5523
C- 0626 Job No. 2017--066
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Wetland Delineation Survey For
BRC BARROW ROAD LLC
Sheet 2 of 8
DEEP RIVER TOWNSHIP — GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
c7D y!_— - 7 - �/' JOB NUMBER 2017066
C / APRIL 3, 2018
G) O 0 60° 30' 0 60' 120' 180'
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JAESTOWN ENGINEERING GROUP, INC.
moo CONSULTING ENGINEERS
117 EAST MAIN STREET
GRID NORTH 1983 a ErL
P.O. BOX 365
inc JAMESTOWN, N.C. 27282
oyrc_�
, Telephone (336) 886-5523
\SEE SHEET#3 C— 0626 Job No. 2017--066
CD
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CA
4' AVERAGE
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SEE SHEET#4
Wetland Delineation Survey For
BRC BARROW ROAD LLC
Sheet 3 of 8
DEEP RIVER TOWNSHIP - GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
JOB NUMBER 2017066
APRIL 3, 2018
60' 30' 0 60' 120' 180,
SCALE: 1 60'
54� Vss-fo
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SEAL
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
117 EAST MAIN STREET
/
P.O. BOX 365 40., Fri inc JAMESTOWN, N.C. 27282
Telephone (336) 886-5523
C— 0626
Job No. 2017-066
0
GRID NORTH 1983
BRC BARROW ROAD, LLC
D.B. 8018-1479
PIN 7804706213
SEE SHEET#4
Wetland Delineation Survey For
BRC BARROW ROAD LLC
Sheet 3 of 8
DEEP RIVER TOWNSHIP - GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
JOB NUMBER 2017066
APRIL 3, 2018
60' 30' 0 60' 120' 180,
SCALE: 1 60'
54� Vss-fo
-I
SEAL
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
117 EAST MAIN STREET
/
P.O. BOX 365 40., Fri inc JAMESTOWN, N.C. 27282
Telephone (336) 886-5523
C— 0626
Job No. 2017-066
0
10)
D�-
10
C6
CC)
B59
STREAM4L 7 <1
L7
M.*
SEE SHEET#4
L206
B64
0
W3 = 0.144 ACRES
N, GRID NORTH 1983
V
Drained Pond
POND AREA = 1.621 ACRES
END
FLAGGED
r-
46
10
O
t)IANI CHANNEL
.. ..........
.........._..._.__.._...1'..A37
cp
A37—C
Z-bpt
wi = 0.151 ACR
B44
L332
Wetland Delineation Survey For
BRC BARROW ROAD LLC
Sheet 5 of 8
DEEP RIVER TOWNSHIP — GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
_
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CONCRETE MONUMENT
....
LO
..........
-J ...... . .. ..
RIGHT OF WAY DISK
B71
SEESHEET#6
CENTERLINE
Un....... ........
POWER POLE
... .............
...
00
RIGHT—OF—WAY
----- ----- ............. ....
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co
A32
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to,
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............
DEED BOOK
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A37—C
Z-bpt
wi = 0.151 ACR
B44
L332
Wetland Delineation Survey For
BRC BARROW ROAD LLC
Sheet 5 of 8
DEEP RIVER TOWNSHIP — GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
_
\U4
�Q
LEGEND
0 EIP
EXISTING IRON PIN FOUND
ncm
CONCRETE MONUMENT
NIP
NEW IRON PIN SET
OR/W DISK
RIGHT OF WAY DISK
SEESHEET#6
CENTERLINE
OPP
POWER POLE
21
. ......
R/W
RIGHT—OF—WAY
0 TP
TELEPHONE POLE
co
Sq Ft.
SQUARE FEET
STREAM
D. .
DEED BOOK
OLP
LIGHT POLE
C) FORM ERLYIMPOU N DED
P.B.
PLAT
,POLE
POLE
-j 426 L.F. 0.267 ACRES
P. P.
POWER POLE
ncB
CATCH BASIN
...........
RCP
REINFORCED CONCRETE PIPE
E]GM
GAS METER
CMP
CORRUGATED METAL PIPE
OGV
GAS VALVE
PDA
PROTECTED DRAINAGE AREA
L158
OSSMH
SANITARY SEWER MANHOLE
L159 LO B28
0
D. M. U. E.
DRAINAGE MAINTENANCE
& UTILITY EASEMENT
oco
SEWER LINE CLEAN OUT
ELECTRICAL
OSDMH
STORM DRAIN MANHOLE
0
A25
E. U .
UTILITY EASEMENT
nyl
YARD INLET
L110
MBL
MINIMUM BUILDING LINE
CCB
CATCH BASIN
0
{HYD
FIRE HYDRANT
�7O
Q5WV
WATER VALVE
7 l 7
❑WM
WATER METER
L115
DWELL
WELL
CD CPA
`jjEj'
A19 118 Li 19VB15
1.
40 Q
L151 L150 �71L342 0�121 L122V
L148
v 47 L344
1,5
Al 11'14
. OPEN W/
BEAVER IMPC
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
117 EAST MAIN STREET
P.O. BOX 365
L q N
r inc JAMESTOWN, N.C. 27282
Telephone (336) 886-5523
0626
C Job No. 2017-066
LM
7 B 3 7
L332
Q0
00
�'q
oSTREAM
........ FORM ERLYIMPOU N DED
426 L.F. 0.267 ACRES
RES- ............
......... ..
....... ....
.. Li 5B
B28
. ....... Ll 59 J 0
... . ........ ..........
ol
........ ..
A25 0
N L110
-_j
L115
CIA
0*)
0') 4171,
A19 61 L'18Ll I 9/�l 5
A32 �7 10 L,341
L151 L150 47 L342 ''o 2A
L14 Q,
4145
co
All
rn
(0
-_j
m
SEE SHEET#5
4 -
GRID NORTH 1983
L124 02-5 47 B8
J
345 1297j
0
�7
A7
C140
Ly 9 B 1
A �7
5
,>L 136
\1,7
OPEN TATNER
BEAVER IM OU DMENT
Al
Wetland Delineation Survey For
BRC BARROW ROAD LLC
Sheet 6 of 8
DEEP RIVER TOWNSHIP — GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
JOB NUMBER 2017066
APRIL 3, 2018
60' 30, 0 60' 120' 180,
SCALE: 1 60'
Q0
10 Iesslo
"V
SEA.L
L-3348
too
L7
101
•
U
00
Ln
JAMESTOWN ENGINEERING GROUP, INC.
<Q0
n 00 CONSULTING ENGINEERS
00
0
n
117 EAST N STREET -, MAI
P.O. BOX 365
Uj
JAMESTOWN, N.C. 27282
Er inc
0 0 N Telephone (336) 886-5523
0626
00 C
N1(
Job No. 2017-066
LM
00
9
0z
>
m
49 w
245 �, -7
L246 _24 L248X252 L253 <254 O
-j x
'9 L� 0 1
0.55 (0
4' AV_ -RAGE
WI TH _j`�otiF ��
GRID NORTH 1983
'��' p o
7(5) rOD�
IN,
00
(_0
77 1 Stone
Found
6
L263
(0
C\4
3' AVERAGE _j
WIDTH
L272
Ul 66 6 L268 1269 L270 071C)�
Ll 9 v-277
2
3' AVERAGE CV
WIDTH A 1275v
Ld
SEE SHEET#3
z
00
Q0
0
1
FT1
Wetland Delineation Survey For
BRC BARROW ROAD LLC
Sheet 7 of 8
DEEP RIVER TOWNSHIP — GUILFORD COUNTY
HIGH POINT, NORTH CAROLINA
_U
o X JOB NUMBER 2017066
CD 0 APRIL 3, 2018
0
CD
CA
I - 60' 30' 0 60' 120' 180'
-U
00 m
SCALE: 1 60'
'0
�w'
IV m
&
SEAL
0
s U VN
see'
j
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
117 EAST MAIN STREET
/Z
FEP.O. BOX 365 -
inc JAMESTOWN, N.C. 27282
Telephone (336) 886-5523
C— 0626 Job No. 2017-066
A-01
LINE TABLE
LINE TABLE
LINE
TABLE
LINE
TABLE
Wetland Delineation Survey For
BRC BARROW ROAD LLC
L24
N 16*-34'-38" E
18.99'
L100
S 73*-06'-38" E
6.02'
L176
N 87*-21'-26"
W
17.43'
L252
N
18*-52'-44"
W
30.92'
L25
L26
N 50°-41'-31" E
N 56*-51'-11" E
66.01'
43.90'
L101
L102
N 44°-37'-14" E
N 74°-20'-17" E
24.71'
11.64'
L177
L178
S 87'-25'-04"
S 62*-35'-44"
W
W
17.72'
11.30'
L253
L254
N
N
11°-07'-08"
25°-12'-23"
E
E
22.02'
23.11'
Sheet 8 of 8
L27
S 54'-41'-55" E
12.32'
L103
N 72*-04'-12" E
15.92'
L179
N 32*-54'-05"
W
20.71'
L255
N
56*-16'-42"
E
7.56'
L28
N 81°-45 -25" E
17.78
L104
N 43°-17 -37 E
13.63'
L180
N 83°-48
-53' W
20.41'
L256
S
75°-10
-35 E
19.65'
L29
N 57°-43'-31" E
23.83'
L105
N 49*-04'-01" E
18.38'
L181
S 81*-59'-15"
W
33.17'
L257
N
50*-54'-46"
E
16.35'
DEEP RIVER TOWNSHIP - GUILFORD COUNTY
L30
N 69*-59'-23" E
28.10'
L106
N 20*-39'-42" W
17.99'
L182
S 84'-37'-44"
W
25.74'
L258
N
20*-48'-21"
E
24.06'
HIGH POINT, NORTH CAROLINA
L31
N 54°-43 -39 E
16.14'
L107
N 83°-32 -22 E
11.06'
L183
S 77°-39
-03 W
14.56'
L259
N
37°-18
-15 E
30.64'
1
Lj2
N 48,�-Tfl'-52" E
20.83'
L108
N 65°-54'-43" E
10.76'
L184
S 75*-43'-18"
W
19.83'
L260
N
57*-08'-15"
E
12.71'
JOB NUMBER 2 017066
L33
N 59°-59 -44 E
19.82'
L109
N 78*- 14'- 04" E
9.18'
L185
N 89*-09'-38"
E
19.40'
L261
N
74*-
19'-
49" E
44.54
APRIL 3, 2018
L34
N 86*-07'-32" E
15.59'
L110
S 2*-13'-44" E
10.24'
L186
N 83*-34'-30"
E
30.21'
L262
N
21 °-31'-16''
E
23.19'
L35
S 57*-46'-53" E
10.27'
L111
S 74*-19'-27" E
13.41'
L187
S 21*-34'-55"
E
11.89'
L263
N
11 °-41'-49"
E
28.46'
L36
S 51*-22'-39" W
16.40'
L112
N 38*-49'-53" E
18.18'
L188
N 82°-58'-23"
E
23.37'
L264
S
83'-03'-26"
E
11.81'
L37
S 20*-58'-47" W
32.30'
L113
N 86*-52'-05" E
4.80'
L189
S 78*-27'-28"
E
12.99'
L265
N
84*-16'-42" E
20.26'
L38
S 47°-33 '- 01 " W
26.75'
L114
S 21*-07'-54" W
6.48'
Ll 90
S 70*-17'-29"
E
4.47'
L266
N
16*-55'-24"
W
18.67'
LINE
TABLE
L39
S 84*-25'-35" W
20.72'
L115
S 9*-21'-52" E
9.18'
L191
S 83*-26'-53"
W
15.39'
L267
N
29*-37'-18"
E
15.60'
L40
S 61 °-11'-24" W
34.66'
L116
N 51 °-54'-13" E
10.01,
L192
S 82*-42'-57"
W
18.66'
L268
N
3'-35'-17"
E
14.45'
L328
N
67*-00'-43"
E
18.33'
L41
S 53*-31'-34" W
23.18'
L117
N 21'-11'-36" E
19.00'
L193
S 87'-42'-53"
W
20.83'
L269
N
7*-11'-31"
W
16.34'
L329
N
26*-40'-53"
E
19.20'
L42
S 67*-01'-52" W
19.43'
L118
N 15*-03'-27" E
28.96'
094
S 74°-12'-39"
W
8.72'
L270
N
3*-28'-40"
W
15.10'
L330
N
3*-26'-38"
E
27.86'
L43
S 48'-06'-08" W
22.08'
L119
N 6'-35'-46" E
12.68'
L195
S 65*-52'-45"
W
21.03'
L271
N
10'-38'-36"
W
17.25'
L331
N
31 °-17'-36"
E
29.04'
L44
S 24*-44-42" W
10.30'
L120
N 44*-34'-02" E
25.05'
L196
S 79*-50'-06"
W
29.51'
L272
N
8*-49'-40"
E
19.13'
L332
N
3*-16'-39"
E
23.00'
L45
S 31*-37'-40" E
16.46'
L121
N 12*-14'-38" W
17.43'
L197
N 68*-13'-52"
W
17.73'
L273
N
45*-19'-43"
E
18.12'
L333
N
56*-21'-47"
E
21.23'
L46
S 35'-47'-43" E
17.46'
L122
N 7°-48'-10" E
20.40'
L198
S 58*-57'-07"
W
25.52'
L274
N
31 °-24'-26"
E
35,63'
L334
N
44*-26'-48"
E
24.85'
L47
S 64*-35'-33" W
15.97'
L123
S 71*-49'-20" W
8.17'
L199
S 78*-30'-05"
W
30.48'
L275
N
10*-26'-26"
W
18.01'
L335
N
51*-23'-27"
E
49.19'
L48
S 74°-22'-31" W
34,25'
L124
N 0*-42'-33" E
23.66'
L200
S 62*-39'-53"
W
18.30'
L276
N
65*-33'-24" W
16.89'
L336
N
67*-05'-27"
E
30.48'
L49
N 23'-16'-34" W
20.45'
L125
N 15*-45'-26" W
17.81'
L201
S 69*-01'-55"
W
34.60'
L277
N
8*-37-51"
W
11.51'
L337
N
58*-52'-27"
E
26.12'
L50
N 40°-14'-19" W
21.56'
L126
N 32*-10'-17" E
17.28'
L202
S 48*-25'-35"
W
55.47'
L278
N
13'-47'-24"
E
26.93'
L338
N
76*-56'-11"
E
27.31'
L51
S 81°-17'-20" W
8.08'
L127
S 40*-59'-14" E
11.41'
L203
S 43*-22'-47"
W
49.36'
L279
N
88*-59'-08"
W
3.37'
L339
N
61*-13'-35"
E
18.03'
L52
S 74*-44'-04" W
21.73'
L128
S 77*-38'-39" E
13.23'
L204
S 24*-59'-36" W
35.13'
L280
S
65*-26'-57"
E
26.66'
L340
N
18*-15'-56"
E
22.14'
L53
N 34*-56'-08" W
9.88'
L129
N 17'-42'-55" E
8.01'
L205
S 41 °-38'-05"
W
36.72'
L281
N
89*-51'-12"
E
6.48'
L341
N
7'-26'-05"
E
29.04'
L54
N 46*-14'-43" E
31,67'
L130
N 22*-46'-49" E
33.04'
L206
S 9'-41'-10"
W
61.10'
L282
N
52'-54'-02"
E
32.70'
L342
N
14*-10'-30"
E
18.10'
L55
N 57*-53'-38" E
33.02'
L131
N 40*-25'-17" E
14.22'
L207
S 62'-07'-49"
W
21.12'
L283
N
86*-01'-31
" E
43.21'
L343
N
48*-18'-14" E
21.17'
L56
N 40*-00'-03" E
52.36'
L132
N 22°-11'-54" E
21.81'
L208
S 65*-40'-15"
E
13.59'
L284
N
86*-43'-27"
E
32.29'
L344
N
10*-16'-07"
E
33.52'
L57
N 50*-39'-00" E
47.38'
L133
N 22°-30'-01" E
23.45'
L209
S 26*-23'-18"
W
23.74'
L285
S
88*-56'-58"
E
43.21'
L345
N
3*-38'-55"
W
31.18'
L58
N 50'-57'-59" E
29.91'
L134
S 64*-44'-49" E
15.42'
L210
S 36*-20'-51"
W
17.03'
L286
N
38'-55'-34"
E
31.09'
L346
N
37*-34'-18"
E
22.63'
L59
S 47*-20'-47" E
10.58'
L135
S 44'-02'-46" W
11.49'
L211
N 69°-22'-01"
W
17.60'
L287
N
18*-55'-43"
E
19.13'
L347
N
21°-05'-31" E
23.57'
L60
S 42*-51'-16" E
43.99'
L136
S 13'-41'-33" W
13.18'
L212
N 14*-00'-26" W
17.24'
L288
N
28°-36'-33" E
12.63'
L348
N
22*-42'-57"
E
15.47'
L61
S 23*-44'-06" E
25.12'
L137
S 28*-07'-13" W
17.85'
L213
N 44'-26'-49"
W
24.49'
L289
N
36*-48'-56"
E
24.98'
L349
N
29*-17'-19" E
34.28'
L62
S 40*-43'-04" E
19.94'
L138
S 31'-42-42" W
20.74'
L214
N 38°-49'-01" W
30.26'
L290
N
57°-41'-51"
E
5.88'
L350
N
25*-50'-56"
E
24.88'
L63
S 38'-35'-30" E
19.14'
L139
S 18*-45'-25" W
20.04'
L215
N 49*-15'-03"
E
11.12'
L291
N
72*-54'-30"
E
10.51'
L351
N
81 °-55'-17"
E
25.12'
L64
S 26*-19'-39" E
10.95'
L140
S 18*-20'-11" W
17.93'
L216
N 64*-44'-38"
E
9.43'
L292
N
77*-20'-16"
E
9.83'
L352
S
87*-21'-35" E
30.61'
L65
S 52*-44'-58" E
15.31'
L141
S 42*-51-38" W
15.84'
L217
N 43*-50'-46"
W
19.59'
L293
N
11 °-02'-40"
W
47.97'
L353
S
77*-00'-09"
E
20.16'
L66
S 44*-13'-22" E
18.44'
L142
S 56*-12'-56" E
10.83'
L218
N 34*-50'-56"
W
27.32'
L294
N
85*-58'-53"
E
29.24'
L354
N
83*-39'-06"
E
16.72'
L67
S 19*-59'-09" E
11.88'
L143
S 12*-22'-29" E
14.55'
L219
N 56*-28'-13"
W
14.98'
L295
N
79*-52'-25"
E
27,30'
L355
N
78*-50'-05"
E
24.99'
L68
S 44'-06'-55" E
5.75'
L144
S 19*-01'-56" W
29.25'
L220
N 58'-20'-14"
W
14.92'
L296
S
74*-09'-55"
E
23.73'
L356
S
89°-01'-21"
E
15.70'
L69
S 59*-02'-12" E
12.44'
L145
S 26*-01'-39" W
23.40'
L221
N 49*-03'-49"
W
16.16'
L297
'N
85*-42'-30"
E
41.96'
L357
N
89*-11'-50" E
50.12'
L70
S 81°-06 -52 E
15,76
L146
S 27*-21'-20" W
9.49'
L222
N 75°-39
-52 W
10,16'
L298
N
80°-46 -53 E
21.15
L358
S
78'-24'-57"
E
19.01, h
L71
N 43°-33 -55 E
9.96'
L147
S 72*-42'-24" W
11. 48'
L223
N 39*-02'-01"
W
11.38'
L299
N
48*-44'-42"
E
18.05'
L359
N
88°-14
-52 E
45. P.,
L72
N 39°-32 -31 E
19.88'
L148
S 2*-36' 47" W
13.37'
L224
S 50*-57'-59"
W
9.95'
L300
S
58'-37'-50"
E
18.85'
V*� V, R
L73
L74
N 72*-50'-06" E
N 8*-35'-07" E
9.30'
11.31'
L149
L150
S 30°-37 -56 W
S 0*-43'-25" E
17.19'
L225
N 72°-43
N 36*-42'-17"
-42 E
35.25'
L301
N
N
80°-55
52*-43'-36"
-11 E
E
32.28'
13.58'
30.41'
L226
E
20.88'
L302
L75
N 0°-40 -45 E
14.88'
1151
S 11*-57'-32" W
16.60'
L227
N 13°-21
-30
E
14.29'
L303
N
81 *-12'-50" E
21.15'
SEAL
L76
S 78*-52'-,46" W
28.37'
L152
S 37*-02'-16" W
17.17'
L228
N 24*-09'-03"
'-,31
W
"
20.28'
L304
N
62*-08'-56"
E
28.36'
L77
N 41*-49'-47" W
35.73'
L153
S 87°-44 -09 W
18.54'
L229
N 30°-49
W
14.06'
L305
S
52'-,39'-34"
E
23.23'
L-3349
L78
N 30*-47'-45" W
32.21'
L154
S 51*-24'-42" W
23.56'
L230
N 23°-50
-01 E
12.13'
L306
N
69*-42'-28"
E
49.41'
Ar
r1%
'4
L79
L80
N 35°-09 -59 W
N 19°-19 -30 W
15.54'
24.01'
L155
L156
S 69*-1 V-03" W
S 45°-10 W
20.89'
22.97'
L231
L232
N 43*-44'-00"
N 35°-48
E
E
22.16'
L307
N
N
64°-06 -25 E
33.03'
17.09'
SU j Ir
-36
-35'
32.75'
L308
86°-02
-51 E
L81
N 30°-26 -06 W
24.84'
L157
N 813'-17'-58" W
16.07'
L233
N 14°-16
-10
W
34.72
L309
N
44°-37
-44 E
35.57'
L82
L83
N 24°-36 -31 " W
N 29°-50 -25 W
39.35'
25.56'
L158
L159
S 6°-41 -35 E
S 0°-09 -41 E
15.20'
19.15'
L234
L235
s 89°-37
N 40°-59
-03 E
-19 E
14.55'
19.08'
L310
L311
S
N
84°-45 -25 E
70'-05'-50" E
12.53'
13.32'
L84
N 18'-37'-15" W
28.46'
L160
S 4°-23 -43 E
11.45'
L236
N 8°-02
-29 W
22.92'
L312
N
47°-11
-36
E
14.65'
L85
N 23*-17'-59" W
33.65'
L161
S 34*-58'-19" E
15.99'
L237
N 27*-16'-45"
E
18.04'
L313
N
75°-43'-55"
E
16.37'
L86
N 6*-28'-26" W
29.99'
L162
S 67'-22'-05" E
17.54'
L238
N 30*-10'-43"
W
20.83'
L314
N
38*-38'-06"
E
10.50'
L87
N 29*-53'-43" E
19.98'
L163
S 44*-00'-57" E
19.77'
L239
N 12*-04'-22"
E
28.01'
L315
N
19*-46'-06"
E
19,65'
L88
N 59*-31'-06" E
42.06'
L164
S 36*-18'-29" E
17.04'
L240
N 9*-46'-08"
W
22.20'
L316
N
58*-34'-37"
E
15.04'
L89
N 48°-22 -50 E
54.42'
L165
S 35°-22 -20 E
20,18'
L241
N 26°-44
-07 W
14.27'
L317
N
62°-23
-23
E
12.21'
JAMESTOWN
ENGINEE.. ING GROUP, INC.
L90
N 62°-15'-51" E
48.82'
L166
N 82*-55'-42" E
27.43'
L242
N 22'-38'-23"
E
29.38'
L318
N
50°-13'-57"
E
45.73'
L91
N 72*-02'-24" E
°-21'-01"
"
51.39'
Ll 67
S 86*-12'-47" E
25.56
L243
N 3*-30'-33" W
23.35'
L319
N
67*-22'-05"
E
40.62'
CONSULTING ENGINEERS
L92
N 51 01 E
37.46'
Ll 68
N 81*-47'-42" E
25.60'
L244
N 30*-41'-27"
W
33.16'
L320
N
49'-35'-50"
E
29.16'
L93
N 63°-09 -55 E
22.49'
Ll 69
S 76'-29'-52" E
18.42'
L245
N 11 *-50'-50"
E
28.52'
L321
N
56*-14'-30"
E
37,74'
L94
N 42°-44 -05 E
20.69'
Ll 70
S 69*-09-04" E
19.19,
L246
N 7°-11
-09
E
32.17'
L322
N
70*-
11'-
40" E
60.29'
117
EASTMAN STREET
L95
N 64'-49'-57" E
17.32'
Ll 71
S 80'-45'-41" E
20.62'
L247
N 12*-12'-37"
W
24.99'
L323
N
77*-58'-01"
E
27.46'
L
P.O. BO 365
L96
S 71*-55'-40" E
12.59'
Ll 72
S 46 *- 10'- 24" E
19.96'
L248
N 0 *-
10'-,3
5 " W
17.23'
L324
N
63'-26'-35"
E
38.03'
JAMESTOWN, C. 27282
L97
N 79°-41 -38 E
20.87'
Ll 73
S 65'-11'-15" E
10.37'
L249
N 34'-48'-01"
E
16.50'
L325
N
43*-05'-40"
E
34.88'
inc Telephone (336 886-5523
31
L98
N 81*-02'-18" E
11.46'
L174
S 58°-42 -35 E
28.44'
L250
N 3*-31'-38"
W
28.06'
L326
N
51*-36'-28
E
28.57'
L99
N 36°-52 -56 E
13.37'
L175
S 44°-46 -22 W
10.42
L251
N 11°-43
-53 W
18.06'
L327
N
65*-23'-10"
E
33.35
C-
0626
Job No. 2017-066