20140394 Ver 1_Site Plan_20140417

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120
GRAPHIC SGxLr-
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1 inch = 120 ft.
480
PREPARED IN THE OFFICE OF: CLI N \ \ \tttuilu� // // \ \\ �� 4 -7 -14
GhTY OF BURLINGTON NORTH CAROLINA ,.���� �ARo�,% HORIZONTAL SCALE: PROJECT: ��
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Kimley=Horn oFESS'o ;,�� °.�b� s'o'° °�q'''- 1 °I = ALE: 42 HAW RIVER INTERCEPTOR
ENGINEERING DEPARTMENT _ Q = ; °� SEALS••. VERTICAL SCALE: F1 ' 11TLE: _ DRAWN BY: REPLACEMENT - PHASE 1
030056 ; �,; Mas
Y REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: ai 1 ss co ates C 'i F - ��if\.•.,(� �•° ���
' _ a + / A T N�j I N>L� `/t�rj ` DESIGNED BY:
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This document, together with the conce is and designs presented herein, as an Instrument of service, is intended only for the specific purpose �/ �jA RALEIGH, 1�1�pTL� CAROLINA i /� jQ' Y (` J,' I ��e ee �i �l`�LI"� °•.. �.N�:r °,`\���
and client for which it was prepared. suss of and Improper reliance On this document without written authorization and adaptation by P.O. BOIL W0fi8 — YyLElVlfl� I�IV1l I (1 V/r1E�OLINA 27fi3fi-3V� NO LICENSE *F VIQZ SHEET L V �� I \�\t�\ �/ \`���� Mo5 SDL ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
Klmle Horn and Associates, Inc. shall be without liability o Klmle Horn and Associates, Inc. // rilnttt \\ �� Illillt�t \ \\ CHECKED BY: K: \RAL- Env(ronmental \011456015 -Haw River
Copyright Kimsey -Horn and Associates, Inc., 2014 y PHONE: [phone] FAX (W) 877-2050 SEAL: /!� /r� KFC interce for Master 56018 -XSP, 55018 -PRO 011456018 3 OF 11

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NOTES:
5.1 PROVIDE BYPASS PUMPING OF CONNECTING SEWER
'go UNTIL ACCEPTANCE OF NEW INTERCEPTOR BY CITY OF
/ - BURLINGTON
WWTP ACCESS DRIVE
5.2 THERE SHALL BE NO DISTURBANCE OUSIDE OF
EASEMENT BOUNDARIES, SILT FENCE/TREE PROTECTION
EXISTING 8" SEWEIF!, FENCING, LIMIT OF DISTURBANCE (LOD) LINES, AND
EXISTING/PROPSED TREELINES,
FLUENT RECONNECT TO [:'F ,'OPC)SFD
//r �\ \�� /�\ PUMP STATION INTERCEPTOR, SEE NO
IF 5.1 5,3 PROVIDE BYPASS PUMPING AS NEEDED FOR
MH 2 INSTALLATION OF MH-1 AT CONNECTION TO EXISTING
INTERCEPTOR.
STA 10+17.r 5 2 SITE ACCESS 5.4 CONTRACTOR SHALL REMOVE 5 LF OF EXISTING 42"
N,
NOW OR FORMERLY SEF SHEET 4 PIPE AND PLUG WITH AT LEAST 3 FEET OF FLOWABLE
434 SF CLASS "I RIP RAP CITY OF BURLINGTON FILL OR CONCRETE.
W/ FAB1-RkC UNDERLAYMENT DB 274 PG 333
PIN: 8885845022
-100 YR
FLOOD PLAIN
\ \ \\ t
STONE 1 11-TE'R, TYP.
MH 3
C), STA 14+47.82 ELEV=508.0
SEE DETAIL 0227008
r - 89 LF TREE
PROTECTION ROTE
/ � ® / ll \ \� � \;� \ \�. ,, - . ^, � 11 +00 _ =�?'�r = _-=- _1:- 2_t�0.4 - �- .--.�� -- _ _�: ="...= FENCEING
Tk
B5 IMPACT TABLE
JORDAN LAKE RIPARIAN BUFFERS
Z2
MAINTAINED
3,334.74 SF
Z2
FORESTED
1,800.05 SF
09 Cl) N 54
CLEAR AND GRUB
FLOOD
-PROPOSED 42"
z�E r
LIMITS, TYP
'16+
WALL q
DIP INTERCEPTOR 0
MH 4
o 7 a LCM I'LL to 17+00 STA 18+38.86
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\ PLANT \ �. n i ° - ) to 265 LF TREE
1. A A A A A.
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77t IF
IS
FENCEING
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3, - __SS SS ZIg !I
7 N, I 96t,- 19+00 20+00
Z2,
Z C) <
Zi
Zi Z1
2 P VU Z2
Z1 24- Z2 9b-v 0
_N Z2 Z2 , Z2�H 2 Q0
PIPE Z, ZI S
TBM
+ Z
Z2 Z2
MH1 SPIKE IN 5" CL INV=489.57 Z2— Z2, Z2 to
00
HARDWOOD ZI ZI Z Z, Z11 Z1 VENT=509.77 Z2 Z2 Z2-- Z
ELEV.=496.39 EXISTING ZI ZI Z11 Z1 ZI
CL IN
0
Z2 b-v-
INTERCEPTOR di <
ZI Z1
-96 Z2 A, LOD 0 a Z2
0
B:.INV [N=490,98+ Z11 21 ZI Z?
___1 1060 LF zll� Z1,
48"ITV b5M—==4912�-,N,- Z I 22­�
MH 1 EXISTING BYPASS P 1 P SILT FENCE/TPF- HAW RIVER j ZI 7P ­4
E
STONE CHECK DAM, TYP Z, 77 LLJ 0
STA 10+00 TO BE ABANDONED Z, Z U_
TOP OF OUT
SEE NOTE 5.3 SEE DETAIL 0227003 itta
Z
-Z,: Z11",
SEE NOTE 5.4- F.1�
ZI Z�_ I
Z, Z1 MH 3 —Z
4, 03 LF HAW RIVER Z.,
SILT FENCE LEGEND L INV=490.06 LLJ
ZONE 1 MAINTAINED BUFFER IMPACT - ----- I(,— Li
< M:
B6 IMPACT TABLE
JORDAN
LAKE RIPARIAN BUFFERS
Z1
MAINTAINED
1,227.53 SF
Z2
MAINTAINED
2,905.92 SF
Z2
FORESTED
116.77 SF
Z
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Lill
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NOTE-. PROVIDE CQN(,'RETE ARQH OW-E-R.
BURIED PORTION.OF INTEREPTl
PER. DETAIL. 0222102.
ZONE 1 FORESTED BUFFER IMPACT
ZONE 2 MAINTAINED BUFFER IMPACT LLJ
ZONE 2 FORESTED BUFFER IMPACT LIJ
PLAN
1?1=4V
GRAPHIC SCALE
0 20 40 so 160
( IN FEET )
1 inch = 40 ft,
510
04
z--C,4
42" CLASS •50
DIP
. . . .
.391.04 LF
a 0.14 %
42" CLASS 50
DIP
490
V
4,3C.29'
LF
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AN11 -SEEPAGE -COLLAR
STA 2+25
SEE DETAIL 0260113
ANTI - SEEPA E COLLAR
STA 1'7+ 5
SEE DETAIL 0260113
Ii I LaIIII11911
12+00
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, Is Intended only for the specific purpose
and client for which it was prepared. Reuse of and improper reliance on this document wlthcut written authorization and adaptation by
Klmley—Horn and Associates, Inc. shall be without liability to Klmley—Horn and Associates, Inc.
Copyright Klmley—Horn and Associates, Inc., 2014
13+00 14+00 15+00
PREPARED IN THE OFFICE OF:
Kim, I e H=orn
and A s sociates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA, 27636-3068 NC LICENSE #F-0102
PHONE: [phone] FAX: [phone]
16+00 17+00 18+00
CLIENT:
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
TITLE: PLAN AND PROFILE
STA 10+00 TO STA 21+00
GE.COLLA.R
IllISMIN0260113
261114'LF' I ' - 1 0 014% - C 42" CLASS 5t DIP
0
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19+00
C A
SEAL = = SEAL
10952 030056 1
%
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F
TEAL:
C14
495
OWE
20+00 21+00
E: PROJECT:
4 — 7-14
!IZONTAL SCALE:
1 1. = 40' 42" HAW RIVER INTERCEPTOR
TICAL SCALE;
1
,WN BY: REPLACEMENT - PHASE 1
MOS
IGNED BY.
MOS SDL TTACHED iRZFERENCE FILES: JOB NUMBER: SHEET NUMBER:
CKED BY: K- \RAL—En viron men tal\01 14.55015— H a w River 01145601 B
KFC Interco ptar \Master \56O18—XSP, 56018—PRO 5 OF
42" CLASS •50
DIP
. . . .
.391.04 LF
a 0.14 %
42" CLASS 50
DIP
490
V
4,3C.29'
LF
0 0,14%
.17-.52- LF
. . . .
PROFILE
. . .
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. . . .
. . . .
. . . .
. . . .
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DIP
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Ii I LaIIII11911
12+00
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, Is Intended only for the specific purpose
and client for which it was prepared. Reuse of and improper reliance on this document wlthcut written authorization and adaptation by
Klmley—Horn and Associates, Inc. shall be without liability to Klmley—Horn and Associates, Inc.
Copyright Klmley—Horn and Associates, Inc., 2014
13+00 14+00 15+00
PREPARED IN THE OFFICE OF:
Kim, I e H=orn
and A s sociates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA, 27636-3068 NC LICENSE #F-0102
PHONE: [phone] FAX: [phone]
16+00 17+00 18+00
CLIENT:
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
TITLE: PLAN AND PROFILE
STA 10+00 TO STA 21+00
GE.COLLA.R
IllISMIN0260113
261114'LF' I ' - 1 0 014% - C 42" CLASS 5t DIP
0
CO
eI-
19+00
C A
SEAL = = SEAL
10952 030056 1
%
ko • �z -:z-
F
TEAL:
C14
495
OWE
20+00 21+00
E: PROJECT:
4 — 7-14
!IZONTAL SCALE:
1 1. = 40' 42" HAW RIVER INTERCEPTOR
TICAL SCALE;
1
,WN BY: REPLACEMENT - PHASE 1
MOS
IGNED BY.
MOS SDL TTACHED iRZFERENCE FILES: JOB NUMBER: SHEET NUMBER:
CKED BY: K- \RAL—En viron men tal\01 14.55015— H a w River 01145601 B
KFC Interco ptar \Master \56O18—XSP, 56018—PRO 5 OF

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IN
27 LF SILT F�`_'NCE
11 LF SILT FENCE __//\ I
242 LF TREE
PROTECTION
Z FENCING
MH 5
-'s-A 22+98.68
0 <
0 Z 23'o -F'00
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Ld
2 0 .4 7
Z LL_
Zi Z,
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P=499A2
CL INV=490,71
54 LF SILT FFj\j(*1 l7___
�,L_
(FOLLOWING
DISTURBANCE)
BUFFER IMPACT.
279 LF
SILT FENCE/TPF
------------
SR
4P,
Z1
____ Z7
NOTES:
6,11 CONTRACTOR SHALL PROVIDE BYPASS PUMPING OF
STREAM NEAR STA 23+70 WHEN EXCAVATING FOR PIPE
INSTALLATION. CONTRACTOR SHALL EXCAVATE AND
100 YR NOW OR FORMERLY LINE A SUMP AREA WITH ROCK AS NEEDED TO
FLOOD PLAIN CITY OF BURLINGTON ✓ PROVIDE FOR REQUIRED BYPASS PUMPS. CARE SHALL
ELEV=508.0 DB 274 PG 333 MH 6 NOW OR FORMERLY BE TAKEN TO PREVENT OVERFLOW AND BYPASSING OF
HAW RIVER, LLC THE SUMP BACK TO THE CHANNEL DURING THE
EMPORAR STRE/M PIN: 8885845022 STA 28+28.32 DB 2533 PG 965 J BYPASS PUMPING. CONTRACTOR SHALL CONTINUE TO
CROSSING. SEE -VTREAM \ 'I PIN: a8a574-3428 TEMPORARY BYPASS PUMP TO THE DOWNSTREAM SIDE OF THE
PUMP - AROUND OPERATION PROPOSED 42" 66 LF TREE CONSTRILIC ON DISTURBED AREA UNTIL THE PIPE HAS BEEN INSTALLED
DETAIL, DIETAIL K27011 R, EASEMENT AND THE CHANNEL REGRADED.
DIP INTERCEPTOR PROTECTION MH 7 6.2 CLASS 1 RIP-RAP WITH FABRIC UNDERLAYMENT SHALL
AND DET/AIL OM7024 CLEAR AND GRUB FENCING STA 28+51,85/ BE PLACED ON STREAM BANKS AND STREAM BOTTOM.
N / LIMITS, T�P� 7+_0_0_ --___,_,_28+00_ "/ SEE NO RIP-RAP SHALL BE "KEYED IN" (PLACED LEVEL WITH
26+00 STREAM BOTTOM),
25+00 1 Z 9 6.3 PROVIDE BYPASS PUMPING OF CONNECTING SEWER
00 -8a LF TREE _�'Oq -- __ UNTIL ACCEPTANCE OF NEW INTERCEPTOR BY THE CITY
274
PR0,TECTIQ_N-- 41 0 1.. OF BURLINGTON.
33 LF SILT
FENCE 6.4 THE EXISTING 36"x72" CMP NEAR STA 29+35 IS TO
4/ LF VT FENCE -FENCING
< REMAIN IN PLACE DURING CONSTRUCTION.
LO
.,01- Mw G 30 �00 1 6.5 THERE SHALL BE NO DISTURBANCE OUTSIDE OF
an "If
DI FURBANN'�E) oil
%A VOW EASEMENT BOUNDARIES, SILT FENCE/TREE PROTECTION
FENCING, LIMIT OF DISTURBANCE (LOD) LINES, AND
V I MH 8
5� EXISTING/PROPSED TREELINES.
P 31+00 STA 31+03.01
CoX
NOW OR FORMERLY
> CITY OF BURLINGTON
lip-
vg
DB 350 PO 147
-
PIN: 88856567al
r
MH5 0
0Z -y-y-yry
-
SPIKE IN 15" TOP=499.51
HARDWOOD CL INV=491.37
ELEV, =498,98 8"INV IN=494�91+/-
.561 LF
L SILT FENCE/TPF EXISTING 42"
Z2
N Z2�_ INTERCEPTOR
Z2 30' PERMANENT (7
Z2---- SANITARY SEWER
ZI ZI Z2 Z2 EASEMENT
ZI ___ Z, Z MH6
ZI ---- Z, ZZ I TOP 500.11 66P-- )4
CL INV=491,88
ZI ___ Z, Z2 7-- Z2 VENT= 512,12 `1� - __ A�'��
- - -----------------
Is Z2--- STONE FILTER, TYP. -,:;Z-
Z Z2 SEE DETAIL 0227008 263 LF
Z SILT' FEN(_'E/TPF '9 6,�,,
0
183 SF RIP-RAP ZI -.z <
ZI Z2
A
B4 IMPACT TABLE
JORDAN LAKE RIPARIAN BUFFERS
Z1
MAINTAINED
2,770.48 SF
Z2
MAINTAINED
607.06 SF
Z1
FORESTED
486.19 SF
Z2
FORESTED
641.75 SF
STREAM-S4
IMPACT 4
37 LF
IMPACT 5
36 LF
3r-r- Plulr_3 0.1 1 ZI Z2___� -_Z1
AND 6.2 HAW RIVER Z2__`_ rj
TOP OF BANK Z2--, A�Z 4v
ZI Z2__,
ZI ZI Z2
ZI Z2
LEGEND
JORDAN LAKE RIPARIAN BUFFERS
ZONE 1 MAINTAINED BUFFER IMPACT
MAINTAINED
ZONE 1 FORESTED BUFFER IMPACT
Z2
ZONE 2 MAINTAINED BUFFER IMPACT
11,1138.15 SF
ZONE 2 FORESTED BUFFER IMPACT
FORESTED
PLAN
1"=40'
B3 IMPACT TAKE,
JORDAN LAKE RIPARIAN BUFFERS
Z1
MAINTAINED
1,653.90 SF
Z2
MAINTAINED
11,1138.15 SF
Z1
FORESTED
814.00 SF
Z2
FORESTED
548.77 SF
STREAM-S3
IMPACT 3
25 LF
NOTE:. PRO I DE COONCBETE. ARCH OV
BURIED PC T1ION OF
II T R EIR E
_2:R
NTERCEP AI] L 02 0 P D T 102
ZI
GRAPHIC SCALE
40 0 20 40 so 160
( IN FEET )
1 inch = 40 ft,
510 510
0
our­
LO. . . . . . . . 1. . .
rn
> 100 YR 0 C:>
C"4 . . . . . . . . + Lo . . . . . . . . . . . .
Lq 10
Li FLOOD PLAIN 03,q!� CUQ
. . . . . . . . . . . . C6 IM a) v ! 0 . - U3. n� Z II
. . . .
*' Z U) 0 V_ Do
Lo ELEV=508.0 - - - Uj_0
2 .41
. . . . >
. co c C�w
o 00 _j 11 11 Z_
505 C14 Z n C14WZZ:) n 505
+
. . . mwmzz- FE _Z Z_ Z
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M A 82. 7= K \
>
-EXISTING GRAD-- ALONG
500 PROPOSED INTO -RC . EPTOR . . . . . . . . . . . . 500
AN'-'-.SEI'PAGE COLLAR
3:
ST-k. 22425.00 ANTI-SEE7-AGE -OLLAR ANTI-SEEPAGE �,OLLAR
7 . . . . no . . . . . . . .
SEE DET IL '026011 ST& 24-�-75. STA. 26+25.00 . . . .
. DETAIL . . . . . . . . .
. . . . . . . . . . . . . . . . SEE DET," l 026011.3 SEE DETAIL 0260113
owl
495 495
96.93 LF
nl < 2511.16117. 0 0.1374 42" CLASS 50 DIP 0 0.13%
42" CLASS 50- DIP
00.14%'
529.52 LF 42- CLASS 50 DIP
198.86- LF .0-0.1-47. 4d".01LASS 50 DJP
490 490
C 23.53 LF
C SF RIP RAR
o
SEE NOTES 6.1 AND 6.2
. . . . . . . . . . . 4,ri CLASS .50 DIP . . . . . . . .
(u U
. . . . . . . . . . . . . . . . . . 6%72" CMP
. . . . . . .
PROFILE .
(U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1 =40'
C
00 1­ 0) � 0 0 N r- CN rl- 1- 00 C? 00
Ui 4 Irs Ld LCD 6 Ld Ui Ui 6 Uri L6 (6 r LO (0 r1_ 41 a) �
0) O 0) 0) 01 0) 0 a) CD CD 01 dam- 0) (M
)a 10-
0
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
PREPARED IN THE OFFICE OF: CLIENT: \w A PROJECT:
4-7-14
C4�
CITY OF BURLINGTON, NORTH CAROLINA HORIZONTAL SOACET:
a3
E
.0 1 40'
r_ �II'lil��e 42" HAW RIVER INTERCEPTOR
0 y mHorn VERTICAL SCALE-
ENGINEERING DEPARTMENT
SEAL SEAL
> 41
DRAWN BY: REPLACEMENT - PHASE 1 •
TI TLE: 10952 OmO56
DRAWN BY: CHECKED BY: mos
x\
< REV. No.: REVISION., DATE: and Associates, Inc. PLAN AND PROFILE ��- '), v C I ��. DESIGNED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, Is Intended only for the specific purpose
and client for which it was prepared. Reuse of and improper reliance on this document withOL' written authorization and adaptation by P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 NC LICENSE W-0102 MOS/SDL ATTACHED PEFERENCE FILES: IJOB NUMBER; SHEET NUMBER;
Klmley-Horn and Associates, Inc. shall be without liability to Kfmley-Horn and Associates, Inc. F CHECKED BY: K:\RAL-Envtronmentol\011456018-Haw River ver
Copyright Kimley-Horn and Associates, Inc., 2014 PHONE: [phone] FAX [phone] STA 21+00 TO STA 32+00 SEA KFC nterceptv\ Master \560l8_xSP. 56018-P4 1011456018 6 OF

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NOTES:
O e--- --•-
O
7,1 DO NOT CROSS CREEK AT STA 42 +00.
00 \\
ACCESS IS PROVIDED FROM EACH SIDE.
�� -'--
LEGEND 7.2 CONTRACTOR SHALL REMOVE AND DISPOSE
OF EXISTING PIPE BRIDGE.
ZONE 1 MAINTAINED BUFFER IMPACT
cl�
ZONE 1 FORESTED BUFFER IMPACT 7.3 PROVIDE BYPASS PUMPING OF CONNECTING
SEWER UNTIL ACCEPTANCE OF NEW
�3 -9 /
ps\
\
\ \ \\
ZONE 2 MAINTAINED BUFFER IMPACT 0 INTERCEPTOR BY CITY OF BURLINGTON
ZONE 2 FORESTED BUFFER IMPACT F 7.4 SEE SHEET 10 FOR GRAVITY SEWER STREAM
XO V00 /\
CROSSING DETAILS.
\ \
MH
�Al \
i 0 U06. 98.56
\ \
7.5 CLASS 1 RIP -RAP WITH UNDERLAYMENT
SHALL B - STREAM BANKS
DO NOT PLACE RIP -RAP STREAM BOTTOM.
7.6 THERE SHALL BE NO DISTURBANCE OUSIDE
OF EASEMENT BOUNDARIES, SILT FENCE /TREE
PROTECTION FENCING, LIMIT OF DISTURBANCE
NOW OR FORMERLY
(LOD) LINES, AND EXISTING /PROPSED
\ SITE
0� T
ACCESS
CITY OF BURLINGTON
>A , \ TREELINES.
\'' G� /' \ SEE
MH 9 �. / ZaS�
SHT 4
\ DB 350 PG 147
126 LF �
\� \
n ST 34 -I -02.17 '
\ PIN: 8885656781
f ,' / 7.7 ALL DISTURBED AREAS WITHIN 15' BUFFER
SILT FENCE /TPF / / MMEDIATELYSFOLLOWING L MATTED
DISTURBANCE.
269 LF p (' \ \
STREAM
� �
/ � �a \\f,
SILT FENCE TPF _ r � � � .� �
'
.- � `;�h�. -,;• \ � ��0 \\
`s�e D_g °.�.� SEE NOTE 7.3
��. �� o� \
-100 YR
PROPOSED 42'9 \ ,�, FLOOD PLAIN
DIP INTERCEPTOR ELEV =509.0
SEE SHEET 8 FOR DELINEATION
STREAM IMPACTS (1
NOTE 7.3 t1)
zo
e _ / \ ��
3 6 + 0 ®'
SEE
r
_
o�P � i � -•} ` ��. S � ~ � \ \ 2 ' � /
� � � � F0 �"
rTA
MH 11
STA 41 -f-17. X32 � ti � /
/ '
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PREPARED IN THE OFFICE OF:
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and Associates Inc.
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P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 276363068 NC LICENSE *F -0102
CLIENT:
CITY OF BURLINGTON, NORTH CAROLINA
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VERTICAL SCALE:
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TITLE:
PLAN AND PROFILE
STA 3 2 + D T O STA 4 3 + O O
DRAWN BY:
MOS
REV, No.:
REVISION:
DATE:
DRAWN BY:
CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument `f service, Is Intended only for the specific purpose
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
K(miey Horn and Associates, Inc, shall be without liability to K(mley Horn and Associates, Inc.
DESIGNED 8Y:
M0S SDL
ATTACHED REFERENCE FILES; JOB NUMBER: SHEET NUMBER:
K:\RAL-Envfronmental\011456018-Haw River
CHECKED BY:
Copyright Kimley -Horn Associates, Inc., 2014
PHONE: [phone]
FAX: (9,19) 677 -205®
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SEAL:
KFC
011456018 11
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