20191326 Ver 1_More Info Received_20191112

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PILOT ENVI R O N M E N T A i, I N C
November 4, 2019
U.S. Army Corps of Engineers
Attn: Mr. David Bailey
Raleigh Regulatory Field Office
Wilmington District U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
North Carolina Division of Water Resources
Attn: Ms. Sue Homewood
Winston-Salem Regional Office - 401 Wetlands Unit
450 West Hanes Mill Road
Winston Salem, North Carolina 27105
Reference: Response to Request for Additional Information
SAW-2015-01508
Approximate 34.5-Acre Tract
Villas on 5T" Street
Mebane, Alamance County, North Carolina
Pilot Project 2973.2
Dear Mr. Bailey and Ms. Homewood:
Pilot received an e-mail from Mr. David Bailey with the USACE dated October 21, 2019 requesting
additional information for the referenced site. The purpose of this letter is to provide information
for each of the following.
1) USACE Comment - "Your PCN included impacts to streams and wetlands, however these
and other potential jurisdictional boundaries have not been verified by the USACE. In fact, there
is currently an existing Approved Jurisdictional Determination (AJD, valid until 7/14/2020) on this
site, and the recently completed delineation does not match the existing AJD. Given the fact that
the old pond bed on -site had been recently drained prior to our previous site visit (on 5/28/2015),
and the likelihood of changes in the location of stream channels and wetland boundaries in these
areas following drainage, the Corps has granted a re-evaluation of the extent of potential waters
of the US on site. As such, a field verification site visit has been scheduled with Pilot
Environmental (agent) on 10/23/2019. Please note that revisions to the PCN and plans may be
necessary depending on the results of the field verification;"
1) Applicant Response - The site was verified in the field by the USACE and the NCDEQ on
October 23, 2019. The USACE and NCDEQ concurred with the field delineation. Pilot understands
that the existing JD was issued as an Approved JD and has provided the necessary documentation
PO Box 128, Kernersville, NC 27285
www.pilotenviro.com

Pilot Project 2973.2
November 4, 2019
to request a revised Approved JD based on the updated delineation. A Rapanos form is included
as an attachment.
2) USACE Comment - "Since multiple culvert pipes are proposed at the stream/wetland
crossing, it will have to be designed to comply with NWP 29 Regional Conditions 3.6; this typically
involves designing one pipe to accommodate low flow in the existing channel, and then placing
the remaining pipe as a high flow pipe, typically set a foot or two above the existing thalweg
(Regional Condition 3.6.2). 1 have also seen sills placed on the high flow pipe to meet this
condition. Please re -design accordingly;"
2) Applicant Response - The plans have been redesigned in order to address this concern
and are included as an attachment.
3) USACE Comment - "Culvert Cross -Section #1 indicates that the culvert will be buried 1-
foot below existing stream bed grade, with the rip rap pad then being placed at the existing
stream bed grade. This would have the effect of low flow water flowing under the rip rap, which
would not meet NWP 29 General Condition 2 or Regional Conditions 3.6.1. Please re -design the
rip rap pad to ensure that low -flow water will flow on top of the rip rap pad, either through adding
a grade control (e.g. cross -vein) set at the existing stream bed grade at the down -stream end of
the rip rap pad, or some other means."
3) Applicant Response - The plans have been redesigned such that the rip rap will be buried
one foot beneath the existing stream bed to allow the stream bed to reform on top of the rip rap
in an effort to keep water flowing over the top of the rip rap. The revised plan is included as an
attachment.
4) USACE Comment - "Sheet C1 shows a line extending west from the western terminus of
Bryant Court across Stream ISA. Does this line represent a utility crossing or any other
infrastructure that would require Corps authorization?"
4) Applicant Response - The line is a sewer line that was previously installed during an
earlier phase of development. An aerial line was installed to avoid impacts to the stream and a
10-foot easement was used to minimize impacts to the buffer. The activity was non -reporting
and therefore, did not require a PCN.
5) USACE Comment - "The location where the western extent of the proposed Cameron
Lane terminates at the west property line would necessitate a stream crossing if the road were
ever extended onto the adjacent property. Could future stream impacts be avoided with a re-
design of this portion of the road?"
5) Applicant Response - During the site verification, we observed the swale located
immediately west of the site for potential streams and wetlands. Streams and wetlands were
not observed in the portion of the swale where the road terminates. Although designs have not
been finalized for Cameron Lane, Pilot was provided with a potential alignment for the road. The

Pilot Project 2973.2
November 4, 2019
potential alignment is included as an attachment. As you will note, the road has already been
relocated on the site to avoid larger impacts to wetlands. We are unaware of future impacts that
may occur as the thoroughfare designs are finalized.
Based on the above information, it is our opinion that the applicant has fulfilled and provided the
above requested information for the USACE to proceed with Nationwide Permit Verification for
the above referenced project. If there are questions regarding this request, or a need for further
information, please contact us at [phone].
Respectfully submitted,
PILOT ENVIRONMENTAL, INC.
David S. Brame, PWS
Michael T. Brame, PWS
Senior Project Manager
Principal
Attachments: Rapanos Form
Revised Villas on 5T" Impact Exhibits
Cameron Lane Extension Plans

VILLAS ON 5TH STREET
PARCEL DATA: PHASE L
PARCEL ID:EAGE: 3&164156 CITY OF MEBANE
TOTAL ADREAGE:3117,P AC. +/- ALAMANCE COUNTY NORTH CAROLINA
DEEDREF: D.B. 3595,PG.904
D.B. 3617, PG. 221
PLAT REF: P.B. 71 PG. 288 /
EXISTING ZONING: R-fi
EXISTING USE: VACANT
PROPOSED USE: SINGLE FAMILY l
TOTAL NUMBER OF UNITS: 106
TOTAL LF OF STREETS: 6,549 LF I I G '
LOT DATA:
R-6 LOTS: 106
DENSITY: 3.09 UNITS/AC. _ FIFTH I
AREA IN LOTS: 20.00 AC+/-
PUBLIC RECREATION
SPA-
PUBLIC RECREATION SPACE REQUIRED:
1/35 AC/ LOT =106 LOTS/35 = 3.03 AC. f REQUIRED � \ { KEN & NANCY BERRY
PRIVATE COMMON AREA/OPEN SPACE
PROVIDED: 6.46AC,+/ (19.71%) t. \-'L PARCEL ID: 163992
1 D.B. 1121, PG. 263 /
--__-- --- _----_ --- 1u \ �1 om / ML4 U ARSOCIANO\ ZONED: & I l
LOT DIMENSIONAL REQUIREMENTS: — I i \\\ _ \ I
CE
PARCELID:163993 MAGL IE MCGEE
\ \\ , ID.B. 2692, PG. 793 /
R-6, MIN. LOT AREA=6,000 SF _ PARCEL ID: 164153 1 ZONED: O &
MIN. LOT WIDTH AT BUILDING LGLINE FT. r / ZONED55,PG.243
TYPICAL LOT WIDTH AT BUILDING LINE FT. � 1 � �
MIN. LOT WIDTH ATSTREET=35 FT. \ �� / \ \ VACANT 20 RESIDENTIAL
20
FRONT SETBACK 20 FT. \ RESIDENTIAL
SIDE SETBACK=5 FT. \ _—� `\\� \�' , / % \ \
.IN. SEPARATION=ISFT. 1 �� �� ' / /
SIDESTREETSETBACK=LOFT. 1 I
79 REAR SETBACK= 20 FT. WITH THE EXCEPTION OF
LOTS 95-100, I I 1 I \ 80 \ \ 1
REAR SETBACK OF LOTS 95-100 TO BE 15 FT. 1 \ { \ $1
\ 1 \y a\ /
���\\
1 / H��isi o
58
GENERAL PLAN NOTES: 58
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING. 1 TIMOTHY & MICHELE PAGE \ \ \�' 1 \ 1 EX. COMMON
\\ {\1\ { 1
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTSY OF RECORD PRIOR \ 61 \ I\ � ,,yy
AREA "A"
TO THE DATE OFTHIS MAP AND WHICH WERE NOTVISIBLE AT THE TIME OFF INSPECTION.
D.B. 1123, PG. 599 PARCELID:163988
INSPECTION. I \ {{II 11 ZONED: MHP&R-20 �{{�
THIS MAP ALL
ENCUMBRANCES
UPON
THE BENEFIT OF ATITLE REPORT AND DOES NOT NECESSARILY I RESIDENTIAL \ 1 O d\\ 1 _ MEBANARCELILIMITED :16415PARTNERSHIP
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY. I \\ 1 { 1 62{11 PARCEL ID: 164155
�IAMES.-AM.AC'A.LEl D.B. 2418, PG. 405BOUNDARY TAKEN FROM SURVEY BY ALLRED LAND SURVEYING, PLLC. 55 \\P.B. 60, PG. 70
PARCEL ID6373 1 q Fj 1 ?\{ {II 1 }- \III \II ZONED: R-6 /
NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING, INC. 1 D.B. ID34, PG. 466 i y O 1\\1\I`N -\"11 ,\I\I{ I APARTMENTS
1 ZONED: R-20 n m Vie
THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN PER FIRM MAP 37109814001 EFFECTIVE DATE: VACANT I W 1`I 1, II\ \\{\
SEPTEMBER 6, 2006 { q 10 O �1 1 O
PROPOSED PROPERTY TO BE SERVED BY CITY OF MEBANE PUBLIC WATER AND SANITARY SEWER. ALL MARIE RAY \ 11 CT IIII 1
CONSTRUCTION TO BE TO CITY OF MEBANE AND NCDOT STANDARDS AND SPECIFICATIONS AS REVOCABLE TRUST 12 O - ��/ AQ 53 1 { �I1\\ {I Y —
APPLICABLE. PARCELID: 163768 1 -1-
8 MEBANE LIMITED PARTNERSHIP
D.B. 2382, PG. 769 14 13 gA'f� R�DW _� —� \A �A 1 65 \{a\\ Ib\1 72 �,
NCDOT DRIVEWAY PERMITS REQUIRED WITH BOND FOR ROAD IMPROVEMENTS, PRIOR TO ZONED: R-20 '1 rj lO 50, pUBE�C RI 0� \ O \III A 6 = / I I PARCEL ID: 164157
CONSTRUCTION.NCDOT ENCROACHMENTS AGREEMENT REQUIRED FOR UTILITY CONSTRUCTION, PRIOR VACANT O O -- r, \ II\� 52 1 M\II 11 $ D.8.0, G. 409
2
TO CONSTRUCTION. 16 O 1 �" y �/` 8 P.B.ZONE PG.32
_, � II O ZONED: R-6
A FLOOD STUDY WILL BE PROVIDED ON ALL DRAINAGE WAYS HAVING A CONTRIBUTING AREA OF _ `` q 50 'll{ \ ` �11 66 1 I.II\ \I ✓ 0 / APARTMENTS
ACRES OR MORE.
O47' 48 m m \1 111. { 1 70
�11\r!1 O
ZONINGSPECIALCONDITIONS: { 18 \ -�uR PH 34 O p1 Ill 1 ���_ / % / a /00
SITE: - Fv =q 11`�.��o'/ '% / / /E/ II I SO PI/B /II%- too
1.ATTHETIME OF DEVELOPMENT, THE PROPERTY OWNER IS TO FILE FOR VOLUNTARY ANNEXATION INTO THE CITY 19 38 ?n m / _,� PROP. /c �'
OF MEBANE FOR PARCEL NUMBER 164156. 40 � SON R COMMON/
/
2. POSTED SPEED LIMIT FOR ALL INTERNAL STREETS TO BE 25 MPH WITH THE EXCEPTION OF CAMERON DRIVE. > 20 { 41 W Y AREA "D'I
3, THE PROPOSED AMENITIES INCLUDE AT A MINIMUM A COMMUNITY CABANA, POOL, GARDEN AREA, GREEN&
OPEN SPACE. THE AMENITIES TO BE INSTALLED BEFORE THE FINAL PLAT IS RECORDED FOR PHASE 3. / - / © ® 98
4.THE DEVELOPMENT WILL PROVIDE A 6' PRIVACY FENCE ALONG THE REAR OF LOTS 76-81. THE FENCE SHALL BE ' 21 HODS DW 32 ,-, — -- \ 9
THEC D AOM MINIMUM PROPERTY
LINE
IDE OF THE WITH PARCEL # PERTY16415 LINE. THERE SHALL BE PLACED
ED ON HE 10' TYPE
ALONG
THE COMMON PROPERTY LINE WITH PARCEL N 164153, THE FENCE SHALL BE PLACED ON THE 10' TYPE "B" 50'
LANDSCAPE BUFFER RATHER THAN ON SAID PROPERTY LINE.
S. BASED ON THE ON -SITE PRIVATE AMENITIES PROVIDED FOR ENJOYMENT OF THE COMMUNITY RESIDENTS, THE
APPLICANT REQUESTS THAT THE PUBLIC RECREATION AREA REQUIREMENT BE WAIVED FOR THE DEVELOPMENT
AND INCORPORATED WITH THE RE -ZONING CONDITIONS. 24 25
O \ \ 6. THE PROJECT IS TO PROVIDE THE REQUIRED IMPROVEMENTS TO NC H WY 119 AT FOUST ROAD AS REQUIRED BY 2394
THE NCDOT.
7. LOTS ADJACENT TO CAMERON LANE SHALL HAVE NO DIRECT ACCESS TO CAMERON LANE. SPECIFICALLY LOTS
THREES INVESTMENTS, LT
CAMERoN
/
67-69 AND LOTS 95-100.
PARCEL ID: 163757
D.B. 1399, PG. 802
65 pU8
X.
STORATE
MW
}/ 8
S. THE DEVELOPER SHALL PROVIDE A REASONABLE ACCESS POINTTO CAMERON LANE EXTENSION FOR THE ADJOINING
SOUTHERN PROPERTY AS APPROVED BY CITY OF MEBANE STAFF. THE ACCESS SHALL BE PROVIDED AS A 50, PUBLIC
ZONED: R-20
VACANT
+` / /
OND
J/
RIGHT-OF-WAY THAT IS UNI MPROVED WITH 10' CONSTRUCTION EASEM ENTS ON EACH SIDE FOR FUTURE CONSTRUCTION,
AT NO COST TO THE CITY OR THE ADJOINING LANDOWNER FOR THE DEDICATION OF THE LAND.
FUTURE COMMON
"G"
' ' /
OP.
_ 0IV MCI
\ \
ARCHITECTURAL:
AREA
— AREA RESERVED FOR FUTURE
I
1
1. HOMES MAY BE SLAB ON GRADE, CRAWL SPACE OR MAY HAVE A BASEMENT FLOOR DEPENDING ON
DEVELOPMENT
TOPOGRAPHIC CONDITIONS OR PROGRAM.
PROP.
EX. COMMON
2. HOMES WILL HAVE FRONT LOADED GARAGES. THE GARAGES MAY BE A ONE OR TWO CAR GARAGE.
COMMON
AREA"C"
AREA "F"
3. HOME EXTERIORS MAY BE A COMBINATION OF MATERIALS SUCH AS BRICK, STONE AND HARDI-PLANK WITH
g`
/
MASONRY ACCENTS. NO VINYL SIDING.
PROP
MARY GRAVES HEIRS
PARCEL ID' 163986
/
4. HOMES WILL PROVIDE 30 YEAR ARCHITECTURAL SHINGLES. STORMWATER / D.B. 85, PG. 373
ZONED: B-2
5, HOMES WILL PROVIDE PROJECTED EAVES. BMP VACANT
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF
THE ENGINEER. THESE DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY
NOT BE REPRODUCED IN PART OR IN WHOLE WITHOUT THE SPECIFIC WRITTEN CONSENT
OFTHEENGINEER.
©2019 STOLTZFUS ENGINEERING, INC.
JAMES & LEAH PORTER
REVOC TRUST
PARCELID:163756
D.B. 3182, PG. 776
ZONED: M-1
VACANT
MARTHA WADE \\
REV OC L ID 1 TRUST \
PARCEL ID: 63984
D.B .ONED:3056, G. 553
ZONED: 11-
VACANT
/
SITE
VICINITY MAP
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PAVEMENT
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RIP -RAP OUT
�'q��'• (1)12"x6"HYDRANTTEE / I9• 83 PROTECTION TO
dj• (316' G.V. CAMfRON O BE KEYED IN
js2 / (1) FIRE HYDRANT �' • \ 5TA:3f16.41 A1 /
GRAMERCV OR.
THRUST BLOCKING \ y � � sTA:woD / / / 1,1095Q.FT. PERMANENT
B+s• `. \ zmk�\ / / Il)s"xs"HYDRANTTEE WETLANDIMPACT
11)12"x8" CROSS Gh�hG • l .. R p \ p'S/GHT\ / / Il) B" N.
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,p CCjP A, A-y <� / 5'CHAINLINK FENCE
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&UTTLITy E1 / /' 4V'IANDSC
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GUARI
R112"G.V.
Ill fi^G.v. / �' •�9
M1R. W/LONG. 10 / \
\ \ 'e✓T THRUSTBLOCKING
\ CULVERT TO BE
PUMP -AROUND
\ o '// METHOD ISEE
DETAILTHIS SHEET)— / � gr
\•\ \ ` \ // /�.// TEMP.SANUBAG
COFFERDAM 15'TEMPIMPACT
660
650
INV. EX.
STREAM BED
42" RCP
CULVERT#
48" RCP 635.38
CULVERT kl
633.38
INLET END WALL
'LVRCP \\ //
IV 6. #2 /I I/ I/ 48" RCP
IV. 632.0 CULVERT pl
INV. EX.
STREAM BED
MARY GRAVES HEIRS
PARCELID: 163986
D.B. 85, PG. 373
ZONED: B-2
VACANT
0J 4�
EX. STER
POND J / / SEE PHASE PLANS
9/ I (I)12"x6"HYDTEE
I1I FIRE HYDMM
=11 S'G.V.
W/LONG.
THRUST BLOCKING
INV.: B31AD
o-
INV.: 632.00 — --__ _
I
4 — /
J4, L ZJ � � �� I I — 20'IANDSCPPE
i .yp \F' _�� Rs I W 3 %* � � •� & UTILIT' ESMT.
Ji 30' X JOS ' IGHT ESMT.
1-0 � APE 94 END PHASE (1) J"BLOW-OFf
-
T'
20' SC
LAND
ESMT'
TfE-
I
2A CURB
(1112" PLUG
INV.:633.38
&UTILITY
(1)12x8
(Z)12" G.V.
Ill 6" G.V.
I I
I
M1R W/LONG.
usT BLOCKING
INV.: 635.38 �
M10.. W/GONG I
I
_
/ 147 LF PERMANENT 69
68
THRUST BLOCKING
© I
I I I
9 I
30
STREAM IMPACT
(128 LF CULVERT IMPACT)
(19 LF OUTLET PROTECTION)
5' CHAINLINK FENCE
ON TOP OF END WALL
PROPOSED
PIPE EARTH BERM
O TEMPORARY ITYPJ
CONSTRUCTION
STREAM CROSSING CLASS "I"
RIP RAP
3 � MIN
O
FLOW — —
5'
MIN
SANDBAGS II-�
PROPOSED I DISTURBANCE LIMITS
EARTH BER PUN
ITVP.I
POLYETHYLENE FABRIC PROPOSED
ON FACE(8 MIL THICK) 3' EARTHBERM
MIN IryP') FROM
TO PUMP TOP OF PU P
JAN
STREAM~
LOW —
E%. INVTEMPORARY
CREEK ---'STONE DAM
REMOVE SANDBAGS& FABRICTOALLOW FLOWTHROUGH POLYETHYLENE FABRIC
WHEN NOT PUMPING AROUND. SECTION A -A ON FACE IS ML. THICK)
TEMPORARY CROSSING -"PUMP AROUND" FOR CULVERT
INSTALLATION
NOTES
1) EROSION STONE TO BE "CUSS I" RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON
CONSTRUCTION PUN.
2) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOW N ON THE CONSTRUCTION PUNS.
3) MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO
ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND WOVEN TIGHTLY ENOUGH TO
PREVENT LEAKAGE OF FILL MATERIAL. (i.e. SAND, FINE GRAVEL ETC.)
CONSTRUCTION SEQUENCE FOR CULVERT CROSSING -PUMP AROUND
1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
CROSSING TO AREA DOWNSTREAM OF CONSTRUCION AREA. BEGIN PUMPING AND
CONTINUING PUMPING WHILE WORM NG WITHIN THE STREAM.
2) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT
BACKFLOW INTO CON5TRUCTION AREA,
3 INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
4) INSTALL BETWEEN
MP BASIN A SILT BAG AT TOP DI BANK. DEWATER CONSTRCION
AREA BETWEEN TEMPORARY DAM USING TEMP. SEDIMENT TRAP.
5) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC.
DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED BED UNUNTILTOP OF
RIP AP LEVEL WITH STREAM BOTTOM.
6) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
WALL
(SEED AIL
THIS SHEET)
(SEED ALL
THIS SHEET)
RIP -RAP PAD; TOP OF PAD
TO BE FLUSH WITH INVERT
SO NOT TO OBSTRUCT
STREAM FLOW.
CULVERT
CROSS-SECTION #1
GENERAL NOTES:
1, PROPERTY TO BE SERVED BY CITY OF MEBANE PUBLIC WATER AND SEWER,
2. ALL CONSTRUCTION TO BE TO CITY OF MEBANE STANDARDS AND SPECIFICATIONS.
3. V SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS.
4. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
5. AREA DETERMINED BY D.M.D. METHOD.
6. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION OR CONVEYANCE OF
PROPERTY.
T THIS MAP 15 SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY RECORDED PRIOR
TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
8. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT
NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY.
9. DIP SANITARY SEWER AND WATER PIPE TO CLASS 50.
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CAMERON LN.
STA. 0+00 TO STA 11+00
GRAPHIC SCALE
80 O 40 80 1eo"-
R s�'`T�
/'�
■
V
TOP OF RIP -RAP
PAD TO BE PLACED
1' BELOW EX. STREAM
BEDAND MATCH CHANNEL
WIDTH AND CROSS-SECTION
_
OUTLET END WALL
RIP -RAP
PAD
CONCRETE END WALL
SCHEMATIC DETAIL
NTS 1+00
( IN FEET)
9+00 1 inch =80 ft.
FROM CULVERT
2 OF 2
2+00
3+00
4+00
5+00
6+00
7+00
8+00

- .. ram.+ ` c - . ~Yr. - �.�� . /� _ � � R . %� � ,►
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3-Lone Undivided Cross Section •"•i �'"' - I~ - F' " '+ ,,r�. ' _ -
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P.
JIL
Y.y �>{. Thoroughfare);
_: New Alignment �� ��, • ./
1 y , 4 Cameron Lane Cameron LaneI % �► • f �. ': ;
IL
Tr
�-� �.='r `. +�y l � '�• ` � +'' ..fir, % r . _P.I � � •- _
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�... r '�•• �:" .. fir- �, �y�!., too • : __ r #x1 � ,
•f �� _" Ped Cameron Lane Extensign-s
fVilauld h Ve' impacted ! _ •� '�
more wetlands LWOW
�,' !l,•_- - and pond with thisr
Ignment - a ,srst' t ' I1'. .+•r. �..,
Pservice cul-de-
sac, not the throughfare
ru t and not set in stone, ' '� ~ �x:' ,�. '} t *•
,.-
�' t - • r 4i Will be development
if driven .1~ ►.;. '`•;, Y ,'"; ''
Ic
'� •'J11*' yy`,y��'' � . - r - .� • ' �. K`i %'� , •+.. Tf-.'�§yri�+ k '•5 � � .�, ,� f! . � F �'
- � � "1�; 2 s S.-•- r - !-� �. .hr 'r_:rc'sN``r-=�,..':':'�y:T�.r..�.r � ` .r
- - _ � • #''•� � F . A."•. ,}, � -,ten r
:. -.5. .. ti _ '_• • •;ice i �' j# 1• !?q�7T+;.
.w
1111 i=aringdon Place
RAM EY
KEM
P
Suite100
_
&
Raleigh, NC 27609
'~ASSOCIATES
P-919,672,5F:919.878,5115
TRANSPORTATION
ENGINEERS
www.rameykemp.com
SCALE
0 600, 1200' 1800,
DWG: 14133
DATE: December 05, 2014