20210825 Ver 1_More Info Received_20211021

Strickland, Bev
From: Michael Brame <[e-mail]>
Sent: Thursday, October 21, 2021 12:37 PM
To: Homewood, Sue
Cc: Gibby, Jean B SAW
Subject: [External] Re: Canter Creek SD - W Lexington Ave
Attachments: CANTER CREEK WETLANDS 10-20-21.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Morning Sue,
The responses are in Red below. Please let me know if you need additional information in order to process the 401
WQC. Thank -you.
Sincerely,
Michael T. Brame
336.708-4620 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenvirc.com
[e-mail]
PIIIIT
PILOT E N V I R O N M E N T A L, I N C
From: Homewood, Sue <[e-mail]>
Sent: Monday, October 18, 2021 11:02 AM
To: Michael Brame <[e-mail]>
Cc: Gibby, Jean B SAW <[e-mail]>
Subject: Canter Creek SD - W Lexington Ave
Hi Michael,
I have reviewed the 401 application and additional information is needed.
1. Wetland labels on the plan sheets contradict each other. Multiple wetlands in different locations are labeled
Wetlands #2 and there's a discrepancy with numbering of impacts 1 and 4. Please revise the plan sheets and
ensure that the labels are consistent and match up with the impact table correctly.
The revised impact exhibits are attached. Sheets W-7 and W-8 have been corrected.
2. Please explain why Canter Creek Rd can't be located further east in order to avoid Wetland impacts from this
road (wetland impacts are labeled as all Wetland 1 but also as Wetland Impact 1 and 2 on other sheets).
• The NCDOT is requiring a left turn lane into the site and resulting road widening. There is limited
frontage along West Lexington Avenue and it is necessary to place as much of the turn lane in front of the
i

property as possible to stay within the existing right-of-way and avoid unnecessary impacts to adjoining
property owners. In order to do that, the entrance was shifted as much as reasonably possible to the west.
• Wetlands located along the frontage of West Lexington Avenue will be impacted in any event due to the
requirement for widening the road and installing sidewalks.
• If Canter Creek Road were shifted to the east, community signage options would be limited which
would negatively affect the overall marketability of the site. As currently shown, all signage can be placed within
the area labeled as CA-2 (Common Area).
• Shifting Canter Creek Road to the east to avoid the wetlands will result in the loss of three lots (those
labeled as 95, 96 and 98) resulting in over 200 feet of street construction with zero economic value. The
estimated cost of the road at $120,000 and the lost economic value of the three lots and homes is over
$350,000 each.
• The remaining wetlands in the area labeled as CA-1 are being avoied.
3. It appears that wetland impacts could be avoided by loss of just one lot (lot 22).
To prevent wetland impact # 5 will cost 3 lots due to the 30' fill slope behind lots 21, 22 and 23, since lots 21 and
23 would still encroach the wetland without lot 22. Due to the severe gullying on lots 21 and 23 (which can be
seen on the exhibit) those lots must be filled in to make them buildable and the resulting side slopes, will
encroach into the wetland area as well.
I will place the application on hold until receipt of the requested information. Please also note that the additional
requests for information may be necessary upon close of the Public Notice comment period and/or receipt of comments
from the NCWRC.
Thanks.
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
[e-mail]
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
2

c
1
VICINITY MAP
I" = 2,000'
freff
WET
TOTAL WETLAND
5TR
PERENNIAL
STREAM NO. A
STREAM NO. B
STREAM NO. G
STREAM NO. D
STREAM NO. E
STREAM NO. F
LANDS
AREA 105,413 ± 5F
EAMS
/ INTERMITTENT
2,480 LF
215 LF
31 LF
384 LF
404 LF
138 LF
BUFFERS
BUFFER ZONE I
BUFFER ZONE 2
TOTAL BUFFER AREA
224,665 5F
156b315F
381,602 5F
-
JEIR\ ,rniryor: 112i III III y�
i
-v
\ \ \ \ \ \
�.� —
115
/ 6%;
\11 \\�1111��
/ 1 III III`��__ .'
40B-
MP,'"
\ \ \ \
\ \\\\\
LEGEND
STREAM BUFFER BOUNDARY
WETLANDS
TOTAL 51TE AREA:
PHASE I
PHASE 2
4436 AU25.2OAG
Nib AG
WETLAND NOTES:
WETLANDS LOCATION BASED ON WETLAND STUDY BY
PILOT ENVIRONMENTAL, INC. AND FIELD SURVEY BY
BORUM, WADE $ ASSOCIATES.
\ \ \ \\ \ \\\\ \� \��s
-
PLAN LIST
SHE W-I
SHEET PI-2
SHEET 11-3
�
SHE
ET YWV-�4
.,I 145
SHEET /R/5
SHEET 111
DELINEATION EXHIBIT PHASE I
DELINEATION EXHIBIT PHASE 2
IMPAGTS EXHIBIT
PROFILES
PROFILES
DETAILS
TEMPORARYIMPAGTS
WETLAND IMPACTS
BUFFER NOTES:
BUFFERS ARE BASED ON CITY OF HIGH POINT LAND
DEVLEOPMENT ORDINANCE AND ARE GREATER THAN
NGDEQ STANDARDS.
.77
---1 \\ \ \\ \
/I
1 1 I I) 1 i )) \ \ \\\ \\
J I
I►-eom',
- / I I /( ice-
_— i 0 -- / / / /
_— / // 1 I // / /
/ --- //
-
:3 =— '� jib ...--- -�_/
1 1 I ___ \\ IL-
\ \ \ \ \��—��_�\ \\1\12 -� ...ram
\\ 1 I 1 / _11L���I��wl��y/��,r�
\
7
I 2I \ 11 / / / / // L - jam/ - \ \ ZLINE I BUF
\ 1 / I� �i�— I /
/
\ \ I� 1/// I — — - -
\ I ) , ///// 1 l ii _� �ZaNE 2 BUFFE
I 1 � \
1
• r:
IP
7 r•
r40
//
/i
-- Gti
-INTERMITTENT
/ z —S
I \ \N �/i/ice \\ \\\ �\1 \ 1\
\\ \� j� \ I I \ 11.I\11�111 //�= ��\\\
\ — / \
II / I/�1111 11111;/�/�
\\
J
\
T :ENT ,— J
TREAM#G -—/ ) 1 /
\�\ \�1 111 I ��
P.A.
&RID NORTH
NAD 83 / HERS 2011
•
Ae/
J
1
\1
\
\\\�\\\\\_ \
/r11\\\��\\
og i itFF � ?
Ace Ab,
j
.f
•
GRAPHIC SCALE
0 15' 150'
300'
1"-150'
T
Engineers
Planners
Survcvor1
Borunl, Wade and Associates, P.A.
621 Pug,. Court, Smm 100; Geeensbaeo, NC 27301-2711
POP. 21882 Grxrnboro, NC 27420-1882
Phone, 31E 271-0671 Pox. 336-275-3719
"FK4
PROFIT.
W. LEXIN6TON
G
1-
0
THOMASVILLE TOWNSHIP, DAVIDSON
J
0
0
0
oe,lt1014311" 5ERVIC15, u c
560318'I &ARDEN VILLAGE DRIVE
6REENS8ORO, N.C. 2T410
[phone]
CONTACT: DAVID MICHAELS
DRAM S:
DATE
SEP. 6, 2021
REV5ICIEn
SHEET TITLE
EXHIBIT DB.IIEATION
STREAM, BUFFERS
4 NETLAND5
RIP NO: F:WMDSORM LEXN6TONWIETLA14o
DRAINS SCALE: I"=150'
RAN SHEET NO.

0
/ \\\\
/' //\ II 1\
' I//
\\ \ \\ \\\\
•
\\ \\\\\
=\\\ \\\\
\ \\ \ ` \\\\\ \\
/ )111�* \\ \ \ `\ \\\
(1 \ \`\\ \\ \ �\ \ \\\\��\\
-;•,- , , ..., ii.S\,, 1\ \ \ N .'''„,,:\' ''''.............<1.----..........,__„:-- „......N7 N \\X\N\INs \\\\\ \ \\\.\\ \ ** \\ ,
\��\\\�\ \\ \ \ \\ \\ \\ \L —�\� \\\\ NN
\ \ ,\\ \ \\ \\ \ J .J \ \ \ \\ \\ FI
'� �� \ �\\ \ \ \\\� — —_— — ) \\ \\ N \ \\ \ \
e "iii3 �\\\��=--__\� \\\\\ \\ \ \\1\I I r
\' � 2‘,T,,N\4\,,_.,,,N\l,,NI;N\‘1,1
_ � — \ \ \ I III �I
\ J,NN_ _ _ ,� \ \ \ \\ \\\\ \ 1 II III\
.. Hwy v� ;--vAv, I I )1 LIH
�VA
4 /=\
- !r • iil �l� v ..
\\ \ \ \
/
N
CR—
_—
\� \
\
\\\\�\
\ I J K
\�\ \ \\\\\\ \ \ \\ \ .\\ — �G/ /
\ \\\ \\\\\� \ 140
------------
-1'---:- \\\1 \ \ 11 I I / . / //' '/// .ir //i//Is/I� .
) \ \\ � I / / l 1 1 I I / / /mil //,�// �04 //'N I I \ =
/ /1 I \I\ / �// //�/l//�///� /// // ®�/ ///lll/�L ) I
/ / / /V/ / / // //// //// //7 ���/ // llll \ - % %ii%
/� �j/ /iii�i // ,�, A ll � /Illl 11 1\, .
\<\,\, #‘ 6,•••• .7 / c //// 4/ / Oft //// )) ))
, \ 111)I/I//' l�/(\ //�////// /�i"l 111 (/(\i/i/ficir(//:,\,/,,,,,,,
�\\\ 111 //// // �/�//� 11/////1 Ill l I_� / / Il �(\I 11 \\\�\\\\\ \� ��l \\\\\\\\
, '‘'.\\,N
� '' ' \ �\tom. _,
\ lei \N, \\\\�__-1 /,
I li Illkt014
\ \�1 I l // �l//
// )►1\ I I I (/ 111 1
1i �� 1 1111(///111
O v 111All11 ��V1111111\\
'�I� 11I 1111\111\
I N 1 1
1\,\,4
� I \II 1 II \
111111 \ 11 \ \\
— _ ° 1 V1 11 \ \
�\= = �� � �\_ �/�� '�) � ���' 1 11 III\I1
% till \ \\ \
I \ y'1111 \
V II
/ .\\ \\\ \\\
JmliN -\_-,.
—\_
f �Lh. ;',•\,_iss
\\1
--� / /
/../%_--- 4/ / / /i \\\ �� 1 / > >
11 1
7
LEGEND
STREAM BUFFER BOUNDARY
WETLANDS
TOTAL SITE AREA: 4436 AGt
PHASE I 25.20 AG
PHASE 2 14.16 AG
50STRREEAAMBUF
ZONE 2 I ZONE I
BUFF
ER AM
, ZONE I ZONt 2
IIIII III I� III
11-
STREAM BUFFER — TYPICAL SECTION
NOT TO SGALE
ZONE I MUST REMAIN NATURAL AND UNDISTURBED.
ZONE 2 MAY BE DISTURBED BUT MUST BE REVEGETATED.
ALL BUFFER DIMENSIONS ARE FROM STREAM BANK, TOP
OF SLOPE, OR EDGE OF CONTIGUOUS WETLANDS (WHIGHEVER
PRODUGES A GREATER BUFFER).
GRAPHIG SCALE
0 15' 150' 300'
1"=150'
7
1
Engineers
Planners
Survcvor1
Boruni, Wade and Associates, P.A.
621 Pug,. Court, Smm 100; Gennsbaeo. NC 27301-2711
POP. 218S2Gro boro. NC 27420-1S82
Phone, 31E 271-0671 0x. 336-275-3719
PROJECT:
0
fk
cn
4
W. LEXIN6TON
4-
0
THOMASVILLE TOWNSHIP, DAVIDSON
a
J
0
a
174
0
ce.41.CRIENT SERVICE; UL
5603I8N GARDEN VILLAGE DRIVE
612EEN5e0R0, N.G. 2T4I0
[phone] DAVID MICHAELS
DRAM BY:
MYI
DATE.
SEP. IS, 2021
REVISIONS:
SHEET TITLE
EXHIBIT DELKATION
STREAMS,
4 hEfLANDS
RIP NO: F.WIMDSORWI LEXINSTON1MTLANDS
DRAYIN6 SCALE. I•-I50
PLAN SHEET NO.
W-2

IMPACTS
JURISDICTIONAL STREAM
140 LF / 420 5F IIrPACTS (CLLVERT4 BOY4ALLS)
10 LF / 30 5F IWAGTS (COFFER 041)
&TLAND AREA
20,045 SF IMPAGTS
LEGEND
STREAM BUFFER BOUNDARY
WETLANDS
\ \\\ \ \ \
i��\���//ii�/� (\ ����/,Il \ \\\�
��-
N
_
-- -- — �11)
/ // \--\ \
/ \ V
, /�/ /> 1 �/ y
/ / / /
/ / / -,---
/
/
an
GRID NORM
NAD 83 / NSRS 2011
GRAPHIC SCALE
0 15' 150'
300'
I"=150'
Engineers
Planners
Surveyors J
Bo rum, Wade and Associates, P. A.
2, Lugo, Ca., Sri, 100, Gmnbrn,SC27w1-271I
PO B. 21882 Grcnnboro, NC 274204882
Phone [phone]e: 336-273-3719
wch. „ o- born -wad, rom
SEALS,
FRO.ECT:
CANTER GREEK
Lu
LLJ
Q
H. LEXIN6TON
U
THOMASVILLE TOWNSHIP, DAVIDSON
sct
0
a
O
0
DE01014e41'56MrS, LLlc
5603 N3•1 &ARDEN VILLAGE DRIVE
GREENSBORO, NC. 21410
(336) 282-35C8
CONTACT: DAVID MICHAELS
DRAM BY: MLM
DAME S Y. 6, 2021
REV19a£c
SHEET 1111E
S EXHIBIT
STREAM, BUFFERS
4 IL I AHPS
FILE N0. Fc1HN750R& LEXINSTCAANETLAND
DRAINS SCALE
PLAN SHEET NO.
W-3

IMPAGT5
JJ JSPIGTIONAL STREAM
140 LF / 420 5F IMPA6T5 (ULVERT4 B10 AO
10 LF•/ 33�M0 5F IM'�AG15(GOFFBt DAM)
'�y{� I I L W AREA
Ep
20,045 5F IMPACTS
LEGEND
STREAM BUFFER BOUNDARY
WETLANDS
\
N
---- �\\\ \\ \
—\1 1 1 1 \ \
\ / / \ / 0
// /////////
\ II \\ / / /V/ //// ////////
\\ > l,)►/1/l//
\\ l 11 l/ ////((/
\\\\ (�\\�
\ \ 1 ) \ \ \ \\`� \� \ \ C
/
//17/\//\i/7/\K/
♦V 1 1 ��%,jj ///
// // //1/ \\ I\`-2////1// ///
//� / `//�®'/l ll�llll�� /���
//���,j1 /l llll \(_ -�/��-� 1111 /lll /ll I I
///r)l���;�ii%,�1/1W1111I I
i I// / l //// /1/ /// I1 I\\\ \ ):\(1)
1
\-/// / //(\
1 /(� , ///////l/ ////7/ l// lI //////i7
,/�f' /Il ///1 1 111 III11111/1
/
�= 7 //� I\11(1( \II\ 1 \\ \ \II I \I Im
l\\\1l\\\\\\\\\A \\\
i \ 7N4‘� _VA\ \ \ VA
\\\\ - -� ////
\ \ - / ///// /
`�. %' ,\\,'l\ I\:I'►I�I I ,.,��/L!�1�, \ \ 1[f///////I
1/1,
1111 (II1I
\\1i11i111i11iii\`
\\\1\11\n\\
I\III 11\ \ \\\
,I\1111► 1I\ \
\I\IIIIII,111 III \\ \
11 I� 111;1111
1111'1 1\
in; \1\ \\
�
\\\\\\ \�
\\\`�,�
&RID NORM
NAD 83 / N5R5 2011
GRAPHIC SCALE
0 15' 150'
300'
I" = 150'
Engineers
Planners
Surveyors J
Bo rum, Wade and Associates, P. A.
2, Lugo, Ca., Sri, 100, Gmnbrn,SC27w1-271I
PO B. 21882 Grcnnboro, NC 274204882
Phone [phone]e: 336-273-3719
wch. „ o- born -wad, rom
FRO.ELT:
CANTER GREEK
H. LEXIN6TON
THOMASVILLE TOWNSHIP, DAVIDSON
a
sct
J
a
DEVELOReff SWIGS, uLG
5603 N31 &ARDEN VILLME DRIVE
000R0, NC. 214I0
)282-
CONTACT: DAVID MICHAE S
DRAWN BY: HLN
DAIS: S Y. B, 2021
REN51016c
SHEET 1111E
SWAGT5 EXHIBIT
TREAM, BUFFERS
4 VETLANDS
FILE SO: F:1HNDSORW LE -A *T0NVE11 ?
DRAWN& SCALE I'=Bry
PLAN 515E1 NO.
W-4

CONSTRUCTION SEQUENCE
I. NO CONSTRUCTION TO BEGIN UNTIL ALL NECESSARY SITE DEVELOPMENT
PERMITS ARE OBTAINED (INCLUDING A GRADING PERMIT FROM NGDEQ).
2. FOLLOW THE APPROVED EROSION GONTOL PLAN AND SEQUENCE IN ORDER
TO CLEAR AND GRADE THE SITE.
3. INSTALL SILT FENCE ALONG THE LIMITS OF DISTURBANCE WITHIN THE IMPACT AREA.
4. ENSURE THAT A COFFER DAM AND PUMP AROUND 15 INSTALLED TO DIREGT
RUN-OFF DRAINAGE FROM THE WETLANDS THROUGH THE SITE.
5. COFFER DAM AND PUMP AROUND MUST BE LEFT IN PLAGE UNTIL NEW 30" RGP
STORM SEWER PIPES ARE INSTALLED. SEE DETAIL ON SHEET W-b.
b. GRADE SITE SUFFICIENT TO ALLOW FOR THE INSTALLATION OF THE PROPOSED
30" RGP STORM SEWER UNDER PROPOSED ROAD.
1. CONTRACTOR TO FOLLOW THE DETAILS OF THE APPROVED ER0510N CONTROL
PLAN TO ENSURE THAT NO OFF -SITE SEDIMENTATION OCCURS DURING CONSTRUCTION.
S. SITE SHALL BE STABILIZED IN A TIMELY MANNER A5 PER THE REQUIREMENTS
OF THE AM -ROVED EROSION CONTROL PLAN AND THE APPLICABLE
NGDENR STANDARDS AND REGULATIONS.
IMPAGT5
JURISDICTIONAL STREAM
140 IF / 420 5F IMPACTS (CI ER U U WLLSJ
10 LF / 30 5F IhPA6T5 (COFFER DAM)
STREAMS
8,028 5F ZONED I IMPAGT5
11,010 5F ZONED 2 IMPACTS
fin
611
II
0 20'
1
40'
S0'
1"=40'
op 0411
LEGEND
STREAM DUFFER BOUNDARY
WETLANDS
GRID NORTH
NAD 83 / N5R5 2011
•
840
835
830
825
820
815
810
0+00
APPALOOSA PLAGE
NCDOT
HEADWALL
STD.
IP RAP PAD
BE KEYED INTO
t BANK
1
PROP.
GRAD'
NGDOT
HEADWALL
STD.
/TA<<
pi!'E
p
8/874
:
•
6 �NTo
•
q
M6
• '
Ib'WXIS'LX1.5'0
TOR
EX. GRADE
8
STEAMBED
Ipp
0+50 1+00
SCALE I" = 40' HORIZONTAL
I" = 4' VERTICAL
NARRATIVE
30" STORM SEWER PIPE TO BE CONSTRUCTED FIRST A5 PER THE
CONSTRUCTION SEQUENCE ON THIS PLAN AND/OR A5 PER ANY SUBSEQUENTLY
APPROVED GRADING/EROSION CONTROL PLAN. THE INTENT OF THIS PLAN
15 TO PROVIDE ADEQUATE GONSTRUGTION NOTES AND DETAILS SUCH THAT
THE CONTRACTOR CAN ALLOW THE EXISTING DRAINAGE THAT RUNS FROM
NORTH TO SOUTH ALONG THE STREAM TO CONTINUE TO FLOW THROUGH THE
SITE UNTIL THE NEW STORM SEWER 15 IN-PLAGE AND FUNGTIONAL.
3
A
Engineers
Planners
Surveyo
Borun , Wade and Associates, P.A.
621 Eugene. Coen:, Seine Ib6, Greensboro, NC 27411= 711
PGem 21882 Greensboro, NC 27420-I892
Nm, 336-273-0471 Eras. 336-275-3719
5n�: 5.555,15ornm-,.n6,;.eon,
PROJECT:
CANTER CREEK
N. LEXINGTON
THOMASVILLE TOWNSHIP, DAVIDSON
0
CZ
HIGH POINT, NORTH
DEVELCR43.1 MACES,
5603 M3.4 GARDEN VILLAGE DRIVE
6REENr.EORO, NL. 21410
(336) 2023535
CONTACT: DAVID MICHAELS
DRAM BY:
MLM
DATE
SEP. 6 2021
REVISIONS
SHEET TIRE,
IMPACTS EXHIBIT
STREAM, BIERS
FILE NO F:WMPSORY^! LEXM6TOM1[TLANI2
ORNVN& SCALE, SEE PLAN
RAN SHEET NO.
W-4

0
20'
40'
GOFFER DAM — PUMP AROUND
NOTE: A5 BEST POSSIBLE, INSTALL STORM 55AIER
DURING DRY CONDITIONS. HOWEVER, IF NECESSARY,
USE A COFFER DAM W/ PUMP AROUND.
INSTALLATION NOTES
A. INSTALL SANDBAGS DAM UPSTREAM OF CULVERT AND
PUMP WATER INTO DOWNSTREAM.
B. REMOVE COFFER DAM AND PUMP AFTER AFTER BY-PASS
STORM SEVER 15 FULLY FUNCTIONAL.
SO'
=40'
GRID NORTH
NAD 83 / N5R5 2011
3
A
Engineers
Planners
Surveyo
Borun , AMade and Associates, P.A.
621 Eugene. Coen:, Seine Ib6, Greensboro, NC 27411- 711
Poem 21882 Greensboro, 12C 27420-1892
11l 336-273-0471 Eras. 336-275-3719
51n 5.555,15ornm-,.n6:;eon,
PROJECT:
CANTER CREEK
N. LEXINGTON
1-
0
THOMASVILLE TOWNSHIP, DAVIDSON
J
CZ
HIGH POINT, NORTH
OWN/DEVELOPER:
neVaoReir SMILES, Uh
5603 NEVI GARDEN VILLAGE DRIVE
6REENSBORO, NL. 21410
(336) 2023535
CONTACT: DAVID MICHAELS
DRAM BY:
M!^!
DATE
SEP. 6 2021
REVSICNS
SHEET TITLE
IMPACTS pE EXHIBIT
S1REAM, UA I LR5
PILE NO: FAMINDSORWI LEXIN6TOt 6[11.) 1
DRAMN6 SCALE. SEE PLAN
RAN SHEET NO.
W-6

Pliiiii",_
/
/ \
\ \
i
iir��'�
-„,
-17,17----
1 — \ —
G- vs
-� 4,Q68 5F IMPAGT 1\
C
\ -
__
`
1 `- _ =
--.-.-..
. -
,
...1i:..;2k
.-_1/4\4i-
1<-2-1---_N,,-----,--__-.-,X.":._'.>,',,,.'...,.--.'.;,
-..- ..:'_6,1....
i-\
ii -/� \ \ \
-:
.,.„,,
-,
G..\...\.T,;
_,/_-:
I_M,__1_,,_'_,
\
1
\ I \
--_
,:,N-:i
\\\
1.-.74.11,-.:—\
W‘PI :\N\NL
\e-„/
7,cp:l/:
\ \--.-\ _,,,\ _;_i1k
l_;I
4-LVk
.
'. \
,
.,.4w..L. ..,_.
,... _,.v*,,-...,.-.
\N \\•*-,,-,,\
.. 4' 1,1\110/"7 (19__.:..:%.--*\---V,..-.,„,„_,.--„ _,,,,*Ne.. ,N,s.„... zN...\..,.'\, ,
,\
\ 1` Jam♦ ��, �` ♦♦♦ \`--,,,s ®
.-',
.
,'-_,\---...
_,'-.
.._ -,_-A-
,-..,...-,-
k-::i,7i-:
:=
/
,\,
N\
-.
---- --_-.---.--.
-\.:--. ,.%
- - - ,,.
_,
-\•,-,/-,;\-.-, \\r
./i..,i-il-,_,---/I//(--./-.-//..
4,/_.
\
,#1 *q_-.10
\ \ \���`` ` ``,` \ \ \ i- =a r 1 :1� \ l:AR
\ \ \ \.74 .,2 ,... ,.... , .40', y'sff/ ( \\
Nax.4..w.,
,Z____ \ \\ , \
\:,so \ y- ,,-,-, , i„Er Nbs
...utrommaissiMma'sumk-'1■7,7p.571,iisg
.....-----..: .4:1:
air
\nS►��o^a�ww.w■
N\ \ \
\ \ \ '410v
vv
\,
\
x ---,.., ..<0.
Nor
`'\
>
,\ k
ANT
--__
..,— — — / /
\
• ‘4`-,_,,Nt----z,--v-z-z.......-..„ -Z,......
I 00 um, \
Ilk
1
:_,47_-_7
\\
\
-
, oil.:
,, .
\ i i
•.
1
.
I
=
a"
\ :
(\ ,,,,
vvv� �� ru'g v v vv v 1\
\
:
I I III ,`g1> \ \ \ \ \
l) A 1 N ) \ < N
I 1\\ N
I 1 \ \\
0 20' 40' SO'
?op:
GRID NORTH
NADa3/rsRs�n
I
t
I" = 40' '
oboe
3
A
Engineers
Planners
Su71€70
Borun , Wade and Associates, P.A.
621 Eugene. Coen:, Su¢e Ib6, Greensboro, NC 27411= 711
PO Boa 21882 Greensboro, NC 27420-1892
Nmss 336-273-0471 Eras. 336-275-3719
51nb 5555,199n-5.n6,;.rom
PROJECT:
CANTER CREEK
N. LEXINGTON
THOMASVILLE TOWNSHIP, DAVIDSON
J
CZ
HIGH POINT, NORTH
I EVELCROIf SMILES UL
5603 NEW GARDEN VILLAGE DRIVE
6OR0 NL. 21410
(336) 2023535
CONTACT: DAVID MICHAELS
DRAM BY: MLW
DATE: SEP. 6 2021
REw51DNE, 10-20-21- COMMENTS
SIEET TITLE
IMPACTS MIT
STREAM, EUl95
PILE NO: F:WMP50RY^! LEXINSTONVETLAN21
ORANN6 SCALE: SEE PLAN
PLAN SHEET NO.

����Wa,�M su�&�/11 to
�
i������� Cam\
l/ii/i/ //
/ /2: I )/ /)/7\
kiI,
A.
\� to �iw.� tfiI:71 ar;177
/12 ( # (//i0Lorsklmimo,
‘ 11. .. .. ._ -211. :. �\
11,
i� vv v v Vv V v
\�� �� ) \ \ \\\I
\ \\\ \ \ \
I 1\ \\ \ \/\\
l I I s \ \ \\ \\ \\\ \\\ \\\\----------:=-----
\ N t \ \ \\ \ \_ _
\ \N N\ \ \ \ \ _ -
\ \\\\ l \ \
3
A
Engineers
Planners
Surve2ord
Belem, Wade nd Associates, P.A.
C21 Eugene Cnwc,So1¢ 100, Greens:or,, NC 17+01-2711
PO Box 21882 Greetxboro. tiC 271-20-1992
Nue,33.6-272-0471 Iax 330-272-2719
Web: wprvr,bormn-wade,mm
SEALS:
PROJECT:
CANTER GREEK
z
}
Cei
11-1
H. LEXIN6TON
2-
U
HIGH POINT, NORTH
DEVELORev SRACIES, u c
5603 NEW GARDEN VILLAGE DRIVE
GRE34580R0, NL. 214I0
(336) 282-
CONTACT: DAVID MICHAE S
DRAWN BY:
DATE
M.w
5EP. 6, 2021
REVISIONS: 10-20-21- COMMENTS
SIEET TINE:
SWAGT5 EXHIBIT
TREAM, EUffERS
FILE NO: FAIIIPMRWH LEXINSTON WETLA NDI
DRA1145 SCALE: Sff PLAN
PLAN SHEET NO.
W-8