HomeMy WebLinkAbout20181004 Ver 3_Approval Letter - 08312018_20200729ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
August 31, 2018
DWR #18-1004
Wake County
Dickens Road Investment Co, LLC
4721 Emperor Blvd, Suite 300
Durham, NC 27703
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE. PER THE NEUSE RIVER BASIN RIPARIAM BUFFER
PROTECTION RULES (15A NCAC 0213.0233) WITH ADDITIONAL CONDITIONS
Basal Creek Townhomes
To Whom It May..Concern:
i You have our approval for the impacts listed below for the purpose described in your
application received by the Division of Water Resources (Division). on July 18, 2018 with
payment received on July 20, 2018. These impacts are covered by the attached Water Quality
General Certification Number 4139 and the conditions listed below. This certification is
associated with the use of Nationwide Permit Number 29 once it is issued to you by the U.S.
Army Corps of Engineers. Please note that you should get any other federal, state or local
permits before proceeding with your project, including those required by (but not limited to)
Sediment and Erosion Control; Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
approved,, including incidental. impacts. [15A NCAC 02B .0506(b)(c) and .15A NCAC 02B.
.0233(8)]
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section
1628 Mail Service Center, Raleigh, NC 27699-1628
Location: 3800 Barrett Drive, Raleigh, NC 27609
http://portal.ncdenr.org/web/wq/aps
Phone: (919) 791-4200
Fax: (919) 788-7159
Basal Creek Townhomes
OWR #18-1004
401 AN BLUFFER APPROVAL
Page 2 of 5
Type of Impact
Wetland
Amount Approved
(units)
Permanent_
Amount Approved
(units)
Temporary
W1-Sewer Crossing
0 (acres)
0.00004 (acres)
W2-Sewer Crossing
0 (acres)
0.009 (acres)
W3-Sewer Crossing
0 (acres)
0.006 (acres)
W4-Sewer Crossing
0 (acres)
0.003 (acres)
W5-Sewer Crossing
0 (acres)
0.040 (acres)
W6-Sewer Crossing
0 (acres)
0.004 (acres)
W7-Sewer Crossing
0 (acres)
0.018 (acres)
Buffers — Zone 1
B9-Sewer Crossing
2,436 (square feet)
0 (square feet)
B10-Greenway Trail
6,602 (square feet)
0 (square feet)
B16-Greenway Trail
1,154 (square feet)
0 (square feet)
Buffers — Zone 2
B8-Sewer Crossing
516 (square feet)
0 (square feet)
139-Sewer Crossing
1,685 (square feet)
0 (square feet)
B10-Greenway Trail
2,486 (square feet)
0 (square feet)
1311-Temporary Construction Access
0 (square feet)
19 (square feet)
1312-Temporary Construction Access
0 (square feet)
73 (square feet)
B13-Temporary Construction Access
0 (square feet)
87 (square feet)
B14-Temporary Construction Access
0 (square feet)
13 (square feet)
B15-Temporary Construction Access
0 (square feet)
226 (square feet)
1316-Greenway Trail
2,207 (square feet)
0 (square feet)
2. Stormwater Management Plan (SMP) Approval from Local Community Required
The stormwater management plan (SMP) must be approved by the Town of Fuquay-Varina
and meet the requirements of this Certification. The SMP may not be modified without
prior written authorization from the Town ❑f Fuquay-Varina. [15A NCAC 02H .0506(h)(3)]
3. The permittee shall report to the Raleigh Regional Office any noncompliance with this
certification, any violation of stream or wetland standards [15A NCAC 02B .0200] including
but not limited t❑ sediment impacts, and any violation of state regulated riparian buffer
rules [15A NCAC 02B .0200]. Information shall be provided orally within 24 hours (or the
next business day if a weekend or holiday) from the time the applicant became aware ❑f the
circumstances. A written submission shall also be provided within 5 business days of the
time the applicant becomes aware of the circumstances. The written submission shall
contain a description of the noncompliance, and its causes; the period of noncompliance,
including exact dates and times, if the noncompliance has not been corrected, the
anticipated time compliance is expected to continue; and steps taken or planned to reduce,
Basal Creek Townhomes
DWR #18-1004
401 AND BUFFER APPROVAL
Page 3 of 5
eliminate, and prevent reoccurrence of the noncompliance. The Division may waive the
written submission requirement on a case -by -case basis.
4. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
'violations of state water'quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any. land disturbing activities to ensure
compliance with 15 NCAC 02H .0500. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]
6. This approval is.for the purpose and design described in your application: The plans and
specifications for this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and General Certification
and is.resporisible for complying with all conditions. [15A NCAC 02B .0507(d)(2)]
7. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 150B by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at (919.) 431-3000 for
information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any.
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at (919) 431-3100, provided the original and one copy of
the petition along with.any applicable OAH filing fee is received by the OAH, within five (5)
business days following the faxed transmission.
Mailing address for the ❑AH:
If sending by First Class Moil
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Basal Creek Townhomes
❑WR #18.1004
401 AND BUFFER APPROVAL
Page 4 of 5
if sending via delivery service
(e.g. UPS, Fed Ex):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Gass Mail
via the US Postal Service:
Karen Higgins
NC ❑WR —401 & Buffer Permitting
Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DWR-401 & Buffer Permitting
Branch
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Stephanie
Goss at 919-791-4256 or step hanie.gossncdenr,gov if you have any questions or concerns.
S9ny
;��
❑mi
Supervisor, Water Quality Regional Operations Section
Basal Creek Townhomes
DWR #18-1004
401 AND BUFFER APPROVAL
Page 5 of 5
Enclosure: GC 4139
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Dr.,
Ste. 105; Wake Forest, NC 27597
DWR RRO 401/Riparian Buffer file
DWR 401 & Buffer Permitting Unit via Laserfiche
Lyle. Phillips via e-mail at Iphi]lips@withersravenel.com
Robert Stuart via e-mail at restuart@drhorton.com
B
o
�5
0
i
\\/W
W V w X/
W W W W W W W V�• VBUF
W W W W Cam. EW2QN 1W W W W W A W / W W W W W W W W W W W W W W W W W W W W Wr �Y W W W W W W W
W W W W W W W W W W W'V�2 `�W W W W W `�(- / W W ,✓ W W �\ W W W W W W W W W W W W •� W W W W W W W W W W W W W W W W
W W W W W W UFFER 2 ^' W_ _W W W W / W W W W W W W W W W W W > I/W
1%CHANCE IMPACT W W W W
W /W W W W W �W/ ✓ W j�W W I W W W J\W �W W\ W� CW W W W W J% W W W W W W W W W W W FLOOD ZONE W (TEMPORARY)
W W W W W W W W W W W W W W W TOP OF Bq�SEWER K W W W W W W W W W/ W W W W W W WETLANDCRO� I S W W W W W W
W W W W W W W pEREN W W 1 W •Ik W �W \S W W J� W WJ W / ` (0.04 AC) W W W W
(BASA /AL STREgM W J / W W W W W W W W W W W W' \ J� W W� W W- W W �W W W / 1 \ W W W W
CREEKS W W W W j" W/ V� W\ W W W W W W W •� W W / W W W W W W/ W/ / t— 1 I \ \ W \W W
/ W W\ W �W W W W •Tpp W W W W W/ W/ 'Vr �.W `W/ -.k �W W W W( W 1W W W W W W✓ W W W W W/ W/ W/\��1 \ \\ \ \\ \t W W W
\�
BAN
WNK /
•� W W/ W1 1W WB W W W W W W W \ W W W W W J W I ZO�A E W W W / W W W W W W W W �W \�W-� W W fW W W W W W W W /W I W / / —II
W W W pW W NE /W / W W W\ W W W W W �Y— yr� // W W W •Y -345-
\
W W W W J, W W W W W W W W W /W W W —.•✓ W W W W W W ` W I �Y / l ci�l
W v W W W W W W W W VV,, VV2 l IMPACT # 4
rjW (^/ W/ W W W W W W (TEMPORARY)
SEWER CROSSING
/ \ J WETLAND = 140 SF
()
0.003 AC
WETLANDS
IMPACT # 3
(TEMPORARY) W W //
W \
1 / SEWER CROSSING — / // /
W W W W W W W W W W W / W W W W W W >Y W W W W W W W -W W W W W W - �/
— / I WETLAND = 268 SF 41, / �
W W W W u y i -'W� W W `W� (0.006 AC)
1 /o CHANCE \ WETLANDS / / '/ / / g0 — ——
FLOOD ZONE W W W v� W W W W W W i y W W/ W W W W W W W W P W W W W /yew W // / — — — —360 —
` W W \ / W—
�
350— _ ` \ \ \ I \ IMPACT # 2
� _ � W W W W W W W W
�Fi=Po1�fL00DJNAY �\ \ \ \ (TEMPORARY)
PROPOSED 20' SEWER CROSSING / —
\ W W W W W WETLAND = 376 SF
,SANITARY SEWER \ IMPACT # 1 —
_`_ W TEMPORARY W W W �4 W W ' / CIDo — — —
i — \ EASEMENT (TEMPORARY) (0.009 AC) /� �/ / / / / — — o, co
SEWER CROSSING W W W W
1 — \ \ W W W W W �✓ W /W W / / / / / / / / / M o
\ WETLAND = 2 SF SCM #1
360 <�� — \ \ \� \ \ \ W W (0.0 AC) W /W W �v� W j W W SJ / /
�/ // — = WETPOND = — —
_� PROPOSED �r \ \ FEM0OWi—
S�—
\� RETAINING WALL �36p\\\ \ 50�`�_
SCM
MIN I
1IN
�� STREAMWETLAND & " Surveyors
2
o
W W W W/ W ( �W W W W W W W W W W W W— V� W W W / W W W W W J� W �WV W W W W �Y•� W W Ir W
W W W W W W W W W Jt-
iW-'\ W W W W W Wr W W W W W W W W W W r /W W\ W W\\\ W W\ 4-/1 W'�\ W 4- 4- W q- --W W
W/ W `�WW'-
W
W W !' W W W W S W W W W W l W W W W W W W J V` � /7Y W W W W /W W W `� W �W. W W � 1 W W W W W W W W W W W \W W \W � W I / W ✓ W
W, �w-� W W W SUFFER 2 W W W W W W WI W W W `-W / W W w W W W W\ W �- W '�' WETLANDS V
W W W✓ W W W W W W W W W W � W O ' W W W W W W W W W �Y��YYY W W W / W W W W \Mt W W W ,� — W W W W W W
W W W W W �W W W W W ( W W W W W\ W NF �✓ W W W W W W W W W W W W W W W W W \W W � W //Y I1 �� � W W W �'Y `1 W � W W� W
W W 1% CHANCE IMPACT # 5
W W FLOOD ZONE (TEMPORARY) V WETLANDS �W W W W 1 W W W W _W W WI I W W W W
SEWER CROSSING
W W WETLAND = 1,734 SF W W W W W WI W W W W C1F 6P' �P\V` W J W W W J W W W W W W W Y�./ W W\ '� 10/( CHANCE
(0.04 AC) W W W W /J W W W W W W W �pP /1 FLOOD ZONE
AY �
TpPpF�W1-
- IMPACT # 7
(TEMPORARY)
JSEWER CROSSING ( /BUrF R.34
—
\ W W W W W W W W� W W W W W ENE WETLAND = 767 SF J
(0.018 AC) \\
\\\—
%� I
PROPOSED20'
\ / ,SANITARY SEWER
EASEMENT
IMPACT # 6 20' X 20' BORING /
(TEMPORARY) — `�� y 95 �� ri /� �� \ \ \ �/11\ I I I I EXIT PIT /
SEWER CROSSING
WETLAND = 156 SF SANITARY SEWER TO /
(0.004 AC) / / �S� \ \ \ I k\ \ / / 1 BE INSTALLED BY /
35 �' �� ) BORE AND JACK /
(NO STREAM IMPACT)
— --360 — — PROPOSED
RETAINING WALL POND OUTFALL
ice/
9� —\\ �C` 20'X40'BORING��
ENTRY PIT-
- PROPOSED GREENWAY
TRAIL'-
- SCM #1 M —
_ WETPOND.
/
/
/ -J15 \ \ \ /// /i' / EXISTING POND
FUTURE
AMENITY SITE
GRAPHIC SCALE
63 0 \ 50 0 25 50 100
^ 380 ��o I
62 1 inch = 50 Ft.
n -
"° Revision Date Bv Illn,,j, Scale \/ WithersRavenel eP`"
WR AS NOTED WETLAND & STREAM IMPACTS S1°
D raven By WR Date 06,11,2018 BASAL CREEK TOWNHOMES 1/ Engineers, Planners,Surveyors B
Checked By°b No. IMPACTS #J — #7 115 MacKenan Drive I Cary, NC 27511
WR 02170270 TOWN OF FUOUAY-VARINA WAKE COUNTY NORTH CAROLINA t: 919.469.3340l license#:C-08321 www.withersravenel.com
TOWN OF FUQUAY-VARINA
•� DB 15233 PG 1531
BM 0658 PG�
• \ �\^ PIN. ZONING
PC 1361
•• � ZONING: RC
.. ....
: •• . . y
\ \ •�- �:'::•: :::::::
LAIBORNE 1,11 \
9PG01] / \
8-00. NG: RA
\
THEGREENSCAPEGROUPLLC \
OB 10508 PG 2036
BM 2001 PG 34
\ PI 3 11
ZONING GO \
F
THE GREENSCAPE GROUPLLC
DB \ PG 102] PI65840GC92
ZONING
ND.
WR 02170270
t• /
110
lool
100,
C`LJCCT A
IIVIr/1lr 10
SHEET B
IMPACTS
.01 FUTURE APARTMENT SITE (THIS
PORTION OF PARCEL UNDER
/ CONTRACT BY OTHERS)
110,
BASAL CREEK TOWNHOMES
OF FUOUAY-VARINA WAKE COUNTY NORTH CAROLI
/
/
/ /
/
�/
I
rv-
/ NOTES, ROBERT D
/ BNOLES.
op DB 10896 PC
278
BM 2004 PGE 1124 112d
Z BUFFER
z O
U m 10 G TEMPORARY PERMANENT
Z W ZONE ZONE ZONE ZONE
(SF) (AC) (SF) (AC) (SF) (AC) (SF) (AC)
8 SEWER CROSSING - - - - - - 516 0.012
9 SEWER CROSSING - - - 2,436 0.056 1,685 0.039
10 GREENWAY GRADING - - - - 6,602 0.152 2,486 0.057
RETAINING WALL 19 0.000
11 CONSTRUCTION - - -
RETAINING WALL 73 0.002
12 CONSTRUCTION
RETAINING WALL $] 0.002
13 CONSTRUCTION
RETAINING WALL 13 0.000
14 CONSTRUCTION
RETAINING WALL 226 0.005
15 CONSTRUCTION
16 GREENWAY GRADING 1.154 0.026 2,207 0.051
TOTAL - 418 0.010 10.192 0.234 6,894 9.158
TI ZONE 1 -ORANGE
PERMANENT
ZONE 2-BLUE
I I t
MYATT BUILDING
AND DEVELOPMENT LLC
DB 0fiPG \
BM 20
9 68500PG PIN IOR I
92
ZONING:
NlNc: u I V,
MYATT BUILDING I I \
AND DEVELOPMENT LLC
BB 16064 PG 1962
BIA 20DO PG 958
PIN: 06,8d0�782
ZONING: RLI
DOBLE. MARKD I \
DB 14535 PG 1157
BM 2000 RE 956
PIN: 065860-9503 I
ZONING: RLI
I
� AMA RENTALS LLC -
DB13077PG2916 �
BM 2000 956 /
PINTONING 0ALI I I
ZONING: RLI
1
SS —�
WESTECWAY I \
I
CHERRY, Y LORI E I I \
&CHERRY. 252 L
DB 8199 PG 2 65
BM 0658 PG 905 \
13 PIN'. ZONING
0.9030
20NING. RLI
GRAPHIC SCALE
\ 200 0 100 200 400
1 inch = 200 Ft.
\/ WithersRavenel R—No
BUFFER IMPACTS - OVERALL Engineers I Planners I Surveyors BZ
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: C-08321 www.withersravenel.com
P
2
z
a
\` ♦\' �v V. v. V. 1 %� % v. V. v V. I `v f .I�V. �� V. I& V. V.
�� —R.
\♦\� \ V. '� Y' V. V. v. V. V. V. V. V. V. V.
v v v ( / vV.
%v. / v- �, �' v, V./ v� v. V.� �% v, v.0 v. V.v. V. v. v. � V. / � iV. �� �'V. V.
\v V. v Cry V. v c v v. V. /� v. v v /
V.
V. / v vV. V. \ V.
V. 1c—� / V. V. \ V. /V.
v ( —� (v v \
V.\V.v V. of %v v v V-) l v
V. \v* iv V. — v V. V.
v v ac/� v. \ / V. v. o
V. \ v J v V./ /v 1 /o CHANCE /
\ \ \ \ y\ ♦ �`'�aV. ��� v —V, \ v v v \ \ S V. v v v \ FLOOD ZONE
_ v
V.
V. V. yI /�/ v _
\ v FEMAFLOV.
ODWAY v- / /
\ IMPACT#8 v v V. II v J ) I/ / / / // / // �✓//9 r i
V.
(PERMANENT) \ ♦ — _ — — w \v �r ` ii —� \ w � v v �` l / / �// / ///////✓
375 SEWER CROSSING V.
ZONE 2=516SF �— v v. R5
EXISTING WETLAND — — W \ m \ / /� \ v /� % v v �' v �1� �/
V.
�-
— — m� N �I / ��� \ \\ �v
\ \ \ 3 s V. / EXISTING WETLAND ♦ — \\ ss --- �— \�,\ \o\\ III II N \ \
��� \ \� I �\ \\j l III I / \� O FFFR\ \\\\�\\� / /�/��/ �/
_ / / / i PROPOSED 30'
I ) ZONE �\\\\ _ �. / /� / `�'/ / SANITARY SEWERi
\ \ �s \ �♦ I t/ / - \ \\ \ / I I \I / I �/ 2 \ \-� — / / G/
EASEMENT
V\jI
7`/ / \ \ \ \ \ \ \ \ i y l / / / j // / / / 370
\ \ \ / V/
% (PERMANENT) IMPACT # 9 PROPOSED 40' _ / / / SANITARY SEWER \ \ \ \
\ 3] \ 1( \ \ \ \ — — — _ �/ / / / I I
PROPOSED \ \ � EASEMENT
RETAINING SEWER CROSSING WALL I I / II II \ ZONE 1 = 2,436 SF
ZONE 2 = 1,685 SF
/ 381) \ \ _ _ — _ — _ _—_ — —_ _ _ — __— �_ i / / \ \ j \ \ PROPOSED GREENWAY /
�_ 37 PROPOSED GREENWAY - — — — — — _ / / // / \ \ \ �1/ \ TRAIL
\ \ \ \ - — — TRAIL — _ DER=nlE
_ I �
/ R
POND A\ — — —
/
s o
Ir IIIII I IMPA
\ \ \ \ � I I m III (PERMANENT)
PROPOSED�� — — — --
PROPOSED 1 \ I I I I IMPACT # 11 GREENWAY GRADING
n 1 m I
RETAINING WALL (TEMPORARY) I I I I RETAINING WALL ZONE 1 = 2,SF GRAPHIC SCALE
CONSTRUCTION ZONE 2= ,486 86 SF �' ' 50 0 25 50 100
\ $ \ I I I III I �I \ \ (/ � ZONE 2=19SF /� / /
1 inch = 50 Ft.
Revision I Date I B Designer Scale \/ WithersRavenel WR AS NOTED s,eet uo.
Drawn By Date BUFFER IMPACTS
WR 06/11/2018 BASAL CREEK TOW N HOM ES 1/ Eng;nee s, Planne s, Surveyors A
Checked By A0 N°. IMPACTS #8 - #11 115 MacKenan Drive I Cary, NC 27511
WR 02170270 TOWN OF FUOUAY-VARINA WAKE COUNTY NORTH CAROLINA t: 919.469.3340l license#:C-08321 www.withersravenel.com
BUFFER ZO E 2
IMPACT#16 + / j �� / /
(PERMANENT) I /� 9 ' .
BUFFER\ ZONE ` — _ \ \ J �/ ZONE 1 = 1 154 SGREENWAY F
' �9/ — �� a
r I
C)F BANK— -BEAVER i- T \ZONE 2 = 7 SF + / +� + + +
IMPOUNDMENT
u\ + /
/ / / / l / J / — J -✓ +
IMPACT #15 _ / / / / / — — i +
�((TEMPORARY) / / / / E�ZONE 1 �
/ -� \ a �� �I � a
//i RETAINING WALL F / / ��// �_— — �' ��i� �+
CONSTRUCTION / �� / ZONE 2// / / — — J \ a a
XlZZONE2=226SF/// BUFFER / --A, �— �(� oe V
IMPACT#14
(TEMPORARY) A
RETAINING WALL
CONSTRUCTION
ZONE 2=13SF'
9
/
\� _ --- /moo°//
390 / / / / / /joy./////
IMPACT#13 I I / ( 395 I / / `� 1/j�o/ %
/ (TEMPORARY) I I / / / \ 671 p0`
RETAINING WALL
CONSTRUCTION
ZONE2-87SF P \ \ \ % — t // l ////
/V TR°E \ //�
POND
IMPACT #12 / / / / 8
(TEMPORARY)
RETAINING WALL
CONSTRUCTION I I / I I I 84 / / 15
ZONE 2 = 73 SF ) / / I a; I l / i1
99
I
15
400
/ %/✓/ / / / / / f / I I 2 I I 1 1154
101 I GRAPHIC SCALE
50 0 25 50 100
181 1 1 I \\ \153 \ ►� /
\ \ I / 102 1 1 inch = 50 Ft.
Revision Date Bv Illn,,j, Scale 111 \/ WithersRavenel
WR AS NOTED BUFFER IMPACTS S1eP`"°
Drawn By WR Date 06,11,201E BASAL CREEK TOWNHOMES 1/ Eng;neersIPlannersISurveyors B
Checked By°b N°. IMPACTS #12 - #16 115 MacKenan Drive I Cary, NC 27511
WR 02170270 JL OF FUOUAY-VAR NA WAKE COUNTY NORTH CAROL NA t:919.469.33401 license #:C-08321 www.withersravenel.com