20090136 Ver 4_Modifications_20100714

KCI
July 14, 2010
NCDENR
D 1-n1 J'o 04
ENGINEERS ? SURVEYORS ? SCIENTISTS ? CONSTRUCTION MANAGERS
LANDMARK CENTER 11, SUITE 220 ? 4601 SIX FORKS ROAD ? RALEIGH, NC 27609 ? 919-783-9214 • (FAX) 919-783-9266
Division of Water Quality
2321 Crabtree Blvd.
Raleigh, NC 27604
Attn: Amy Chapman
DWQ EXP#:09-0136y4 VR19@129W190
Subject: Dunn Creek Greenway - Wake Forest, NC
UT Smith Creek [030402, 27-23-(2), C, NSW]
JUL 14 2010
DENR-WATERWXM
WETIMIDS AND STbRMWATER BRANCH
KCI Associates of North Carolina, PA (KCI), is writing this letter to request a modification to the buffer
impacts authorization granted by DWQ in a letter issued to the Town of Wake Forest and dated March 2,
2010.
The project is currently under construction and the majority of the greenway has been graded and the
stone base has been installed. The contractor is waiting to install bridges and associated abutments.
Currently the contractor will have to wait to install the boardwalks until after bridge installation. The
boardwalks are not designed for construction traffic and the contractor will have to build them at the end
of the project while working the construction equipment out after bridge installation is complete.
KCI is requesting that a modification be granted at three boardwalk locations to provide the contractor
additional space and provide access for construction equipment around the boardwalks during
construction. This will allow the contractor to work on the bridges and boardwalks simultaneously
during construction and allow for a smoother transition between the pavement and boardwalk joints. The
buffer impacts will only be temporary and the contractor will re-establish the natural cover of the
temporarily impacted areas after construction is complete.
The boardwalks are ten (10) feet wide and the current authorization allows approximately sixteen (16)
feet for construction or approximately three (3) feet on either side of the boardwalk. KCI is requesting
the modification to allow twelve (12) feet from the edge of the boardwalk on one side of the greenway
for construction. These additional impacts are located completely within the existing utility easement in
all cases. Please refer to the attached photographs and updated plans for stations and locations. An
updated spreadsheet with associated buffer impacts has also been provided.
Should you have further questions concerning the modification to the buffer authorization please feel free
to contact us at [phone].
Sincerely,
T. Ryan Lavinder, PE
Civil Engineer
KCI ASSOCIATES OF NORTH CAROLINA, P.A.
www.kci.com
Employee-Owned Since 1988
6. Modified Buffer Impacts (for DWQ)_7-08-10
6b. Buffer impact # Reason Stream name Buffer Zone 1 Zone 2
Permanent (P) or for mitigation impact impact
Temporary (T) impact required square ft square ft
B1 X(P) greenway Dunn Creek No 1643.98 1676.70
B2 X(P) greenway Dunn Creek No - 790.99
B3 X(P) greenway Dunn Creek No - 885.40
B4 X(P) greenway Dunn Creek No 90.75 1363.10
B5 X(P) greenway Dunn Creek No 297.72 2045.07
65A X(P) greenway Dunn Creek No - 12.18
B6 X(P) greenway Spring Branch No - 5.94
B7 X(P) greenway Spring Branch No - 428.49
B8 X(P) greenway Spring Branch No 2346.00 2867.81
69 X(P) greenway Dunn Creek No 1660.17 2963.70
B10 X(P) greenway Dunn Creek No - 259.60
B11 X(P) greenway Dunn Creek No 391.92 639.24
B12 X(P) greenway Dunn Creek No 3429.34 1041.72
6h. Total Buffer Impacts 9859.88 14979.94
X confirms the impact is permanent (P)
6. Temporary Buffer Impacts (for DWQ)_7-08-10
6b. Buffer impact # Reason Stream name Buffer Zone 1 Zone 2
Permanent (P) or for mitigation impact impact
Temporary (T) impact required square ft square ft
B2 X(T) greenway Dunn Creek No - 545.52
B3 X(T) greenway Dunn Creek No - 617.62
B4 X(T) greenway Dunn Creek No 67.6 191.19
B5 X(T) greenway Dunn Creek No 361 1087.88
65A X(T) greenway Dunn Creek No - 36.49
66 X(T) greenway Spring Branch No - 563.34
B7 X(T) greenway Spring Branch No 1937.63 1158.19
B9 X(T) greenway Dunn Creek No 569.06 -
B10 X(T) greenway Dunn Creek No - 82.96
B10A X(T) greenway Dunn Creek No - 126.51
B1 0B X(T) greenway Dunn Creek No - 213.25
1311 X(T) greenway Dunn Creek No 492.99 1095.39
6h. Total Buffer Impacts 3428.28 5718.34
X confirms the impact is permanent (T)
Previous Impacts
6. Modified Buffer Impacts (for DWQ)_2-24-10
6b. Buffer impact # Reason Stream name Buffer Zone 1 Zone 2
Permanent (P) or for mitigation impact impact
Temporary (T) impact required square ft square ft
B1 X(P) greenway Dunn Creek No 1643.98 1676.70
B2 X(P) greenway Dunn Creek No - 790.99
B3 X(P) greenway Dunn Creek No - 885.40
B4 X(P) greenway Dunn Creek No 90.75 1363.10
B5 X(P) greenway Dunn Creek No 297.72 2045.07
B5A X(P) greenway Dunn Creek No - 12.18
B6 X(P) greenway Spring Branch No - 89.12
B7 X(P) greenway Spring Branch No - 428.49
B8 X(P) greenway Spring Branch No 2346.00 2867.81
B9 X(P) greenway Dunn Creek No 1660.17 2963.70
B10 X(P) greenway Dunn Creek No - 259.60
B11 X(P) greenway Dunn Creek No 391.92 639.24
B12 X(P) greenway Dunn Creek No 3429.34 1041.72
6h. Total Buffer Impa cts 9859.88 15063.12
X confirms the impact is permanent (P)
6. Temporary Buffer Impacts (for DWQ)_2-24-10
6b. Buffer impact # Reason Stream name Buffer Zone 1 Zone 2
Permanent (P) or for mitigation impact impact
Temporary (T) impact required square ft square ft
B2 X(T) greenway Dunn Creek No - 545.52
B3 X(T) greenway Dunn Creek No - 617.62
B4 X(T) greenway Dunn Creek No 67.6 191.19
B5 X(T) greenway Dunn Creek No 156.11 1015.16
B5A X(T) greenway Dunn Creek No - 36.49
B6 X(T) greenway Spring Branch No - 150.50
B7 X(T) greenway Spring Branch No 1937.63 1158.19
B9 X(T) greenway Dunn Creek No 569.06 -
B10 X(T) greenway Dunn Creek No - 82.96
B10A X(T) greenway Dunn Creek No - 126.51
8106 X(T) greenway Dunn Creek No - 213.25
B11 X(T) greenway Dunn Creek No 187.41 824.35
6h. Total Buffer Impacts 2917.81 4961.74
X confirms the impact is permanent (T)
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~ \ \ 88 ZONE 2 - 2867.81 SF= 0.066 AC / / I ~ Shope Trapezoidal % Solving for Depth of Flow
i r Flowrate 0.1000 cfs (r Slope 0.0800 ft/ft
/ Manning's n(NAG Roughness)....0.0450 I ~ / I Height 36.0000 in
{ / i PC = 31+66.34 ~ rP ~ ~ Bottom width 0.0000 in I Left slope 3.0000 ft/ft (V/H) ,
~ G VILLAGE LLC ~e ~ pA / PIN 1840-44-8440 ~ ~ / / I Right slope 3.0000 ft/ft (V/H) ,
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~ O N ?x ~ ~ ~ P Velocit 1.5723 f s Q~,/OQ~ / y p
~ ~ ? Fuil Flowrate 17.0425 cfs ~ ~ / Flow area 0.0636 ft2 / a
- = - - / ~QQ / Flow perimeter 11.0506 in Hydraulic radius 0.8288 in / / U;
~ r ZONE 1 & 2 IMPACTS ~ • ~->s~ ~ - / / Top width 3.4945 in Area 3.0000 ft2
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/ PT ; S ~ ~ / ~ ~ ~ / / / ~ 1 I ~ i PT +1 ~ ~lTp _"00~. ~4 . ~ {0O.md _ F ~q S2 O fF N ~~r, ~ d~ _ ~ ~ _ - ~
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i CONTRACTOR TO PROVIDE BRID E "MAT ~--EXISTING LEVEL / 2~ o. / / ` ~ ~ / , 1
SPREADER HERITAGE / ~ r~ _ / / CROSSING IN THIS AREA. BRIDGE MAT SHOULD ` • ( o ~ \ / ~ BE LOCATED IN EXISTING STONE CROSSING. % ~~eE ~ " ; ~ , svaDlv~slor - - / y o ~ ~ ~ ' r ~ F (SEE SCHEMATIC SHEET C 2.1) SCARIFY AND ; i - ~ ~.7 ` _
E VPB~" ~ ~ - ~ ~ ' ~ SEED ANY EXISTING BARE GROUND AFTER tT~O 0 / / _ ~ MP TIN F N TRUC~1 N r
Rt APR / FUTURE 12 HDP[ - / ~ CO LE 0 0 COS 0 gw / / / ' / / ~ SURVEYED TOP OF BANK /
/ ~ / ` ~ / _ / " ~r~:
/ / LEGEND / / N / \ ~ ~ ~ SIL CE (T1'P.)"~~~`~:,j Y\~ `i1Q1.~ ~ _ ~ O
_ / / / - - - - - - - - 30' ZONE i LIMIT / ~ E,N ~ APPR~ X~CENTERLINE OF TREE LINE ~ ~ Q~ ~ , y LIMITS OF ~ T ~~SF-, • _ ~ ~ ~ ~ ,DISNRBANCE (T1P.) Q07 ~
/ Fes, S EAM NEUSE RIVER BUFFER SITE BUFFER ~ t'~~ ~
~NG BRANCH ~ - - 100 YR FLOOD y / PPROX. TOP OF BANK STREAM CENTERLINE P ~ PLAIN ~ r-+
`~o w ~ s / / - GREENWAY CENTERLINE - - 500 YR FLOOD y~o. ~~p, / ~ \ / PLAIN . WETLAND AREA ~ ~ \ ~ / s"`~ ~ ~T ~ s.
~ P/ ~ / STATE OF NORTH CAROLINA GREENWAY (EDP) - PIN ~ 1840 62-8697 LOD LOD LIMIT OF ~ pC~~3s'°... O C) C
TOWN OF WAKE FOREST / ~ / \ / / DEED 9069-01 - - Fl00DWAY DISTURBANCE PIN q 1840-64-7176 ~ CONSTRUCTION ^ 36v. ` ~ V • U ENTRANCE ~ ArN~'CY D 94.85 ^~~o\ ,1~ ~
\ / _ _ TP TP - TREE PROTECTION DEED 10537 PG 709 / ~ \ / FLOODPLAIN
/ / ~ ~ ~ , ~ _ _ ' - o2~,ao \ / / SPECIAL FLOOD HAZARD AREA °°°ooo 00000000 RIP-RAP \ ~ ~ ~ f2~~ CB~S~ i ° O c~ 0p 000000 DISSIPATER ~ 5
~ / ~ / °°pp0 / ~ , - PROPOSED CONTDURS (MAJOR) SF - SF SILT FENCE \ ~ ~ a O
~ / ~ PR P NT IN SILT FENCE / 0 OSED CO OURS (M OR)
/ OUTLET BOARD WALK ~ pT ~ 37~ 5g Q ~ N ~ ~D. ~ ~ oooN,~ ~
00+00 MATCH LINE THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN ~0 ' N ~ PROPOSFA . ~ ~ N ~ D1 U
OF WAKE FOREST. BRIDGE U ~ ~ I~ M ~ oU~t00..
ZONE1(TEMP) zoNE 1 ~ w ~ ~ ~
Engineering .Department Date ~a,3
ZONE2(TEMP) ZONE 2 U ~ ~ ~ 0 ~
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Plannin De artment Date ! - -'"f~" 9 P i i ~L . s W I j i ~ ~a
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z i - I._ PROJECT NO.
~r. 12082306-A
27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 3&+00 SHEET NO,
C-lot
! ~J SHEET OF

~ ~ \ NANCY DAMERON / / / ~ ~ ~ - - - - ~
/ LIMITS OF DISTURBANCE = 2.9 AC \ _ ~ PIN 1840-7s-1672 SPECIAL FLOOD / / / / / ~ ~ ~ DB 12337 PG 2555 HAZARD AREA ~ / / i \ ~ \ \ ~ / ~ _ ~ - - - - - - - - - O
\ / - / / / .FLOW ~ _ _ - - - / F~ow
/ r - / _ ~ _ -o-_ / DIJNN (~~p DUNN CREE~ ~ /
~JANCY DA RON ~ ~ ~ / / , % ~ PIA y84A-76 1672 ~ ~ ~ ~ \ ~o ~ / / / - 20. / /
/ DB 12J37 PG 2555 ' _ - ~ / / ~ ~ ~ / NANCY DAMERON
/ / \ / / PIN 1840-76-1672 / DB 12337 PG 2555
/J ~ ~ \ ~ ~ /
/ ii ~ ~ ~ \ \ FLOOD PLAIN / 9~0. / A / / / i~ \ ~ "A~ ~OtPO / ~ z
F®OW \ / ~ / ~ _ - / i / / \°~---FLOODWAY ~ /
/ / DUNN C / \ / / \ / \ / / / ~ / / . / FLOODN +M1u ~FLOODWAY ~ /
~ ~ r ~a / ~ • SILT FENCE 7 ~ _ ~ ~ ~ ~ ~ ~
/ / ~ / ~i ~ ~ OUTLET tliJ 4
i ~ ~ ~ REMOVABLE PIPE _ _ it r Frd F , ~ ~
/ = R / i' FLOW / , ti~~ - NaG ~ r' / i / _ ~ / ~ ~ 0~ - ~ / ~ SOD. ~OD lOD ~ 60LLARD(SEE C-2.1) - . ~ j OUTLET ~ ~ y n ~ LOO SF LOSF - F • SF LOD ~ ~ / r SILT FENC ~ Z LOD~„_ SF
DUNN CREEK / ~ ~ \ ~ l„ ~ P 0 S - ~ ~ ~ OUTLET ~
- / / -ZONE/2 T~MPCRARY IMPA.GTS~ \ / - _ _ \ APPROx, cENTERUNE aso / i pa I s Z
/ c 21 ~ ~ of srREAM ~ ~ / , / % 810! (TEMP- ~6s1/SF- 0.003 AC A ~ _ _ v ~ / ~ooP ~ aol i ~ aoT aoT ' % ;'f/';'%r' _ F i ~ ~ ~ Ss t0D ~ ~ Q r^-
/ ~ , - . _ v suRVEYED ToP / ~ / / s / / , \ \ OF BANK o' 0 /,i 0~ ~ i i ~ S~ OF \ ~ s 0 r"'~y% Pffi' ~ I r ~ ~ F ~ ( ~ ~ t•-
~ / i ~ ~ SILT FENCE ~ ~ ~ ~A ~ ~ "~`.~gP ~ 0~ r^ w / ~ ~ a 2 ~ i E OU'iLET ~ ~ I ~ --~i~~ OOT ~~t ~~~~J~(i.~i~~ ~~fi,~~s~~~ ~ g6,~ ~ w W Q W~
ry~w. r S ~w .mow ~ rP - . I ,k ,I I t,~ F n PT = 51+$1,91 m F'
U ' ~ ' m _47-00 r ~ - - - - y / OD F~ 0 e SILT FENCE ~ / ~SiLi FCN~~E ~ _ - LOD E ,fi ,SILT FENCE ~ r~ f 1 ~ OUTLET -SILT FENCE > ~ (i~' F J ~ u v OUTLET a d ; ~ _ ~ - ~ ~ 00~\ } f ~
/ / ~ CU7LET / SF SF SFOD LOD ~ - OD j--.-- ~IUiLEI,,~ V _ ~ pD ~ F ~ 001 / F LOD L ~ \ ~ t E / i +00 SP Sp SP ~D LOD " ~ r ~ ~P b w ~ s1"~''~~ ~ PC = 53+57.90 J ~ 0 ~ ~ o ~ w d new I 7OIr11= 1 & 2 IMPACTS , ~ f ~ W_ sA 0p7
/ / ~ ~ ~ ~ SF SF SF L D SF OD LOD ~ V ~ 9~ / Opt ~b ' / - ---F---~- _ 1 47+00 • SF SF SF D SF LOD L 0 ~ - - - i / ~ ~ _ , 611 ZONE 1 = 391.92 SF= 0.009 A~ / ~ 7243 SF • "~r\~ ~ ~ ~
f - _ SF SF --~-r~ t(~D ~ ,e' ~ ~ ~TP PC = 50+51.19 / 5 aol ~ r ~ P~' - 3+ 1•~ fir.. rY rc B11 ZONE 2 = 639.24 SF~ 0.015~'C 5 s5~t94 o. 7 Ac ~ ~ ra Btt ZONE1(TEMP) = 492,99 SF= p.01~ AC ~ L] ~ ~M ~
/ 4 D ~ 41 a0l 000000 OOl ~ - ~P / UO ~ 000000000 a0l 49+00 0~ / / gf 00 ---~a?~ 0 0 0 0 0 00 o TP Tp l adl OOl - _ 0 P ' c ~ z m B11 ZONE2(TEMP) = 1,095.3 SF=~ 0~02~ AC ~ i ~ ~
SOD S / a0~ ~ / °0000 °000 TP Tp OOl pOl SILT FENCE / 00 000~°000o r TP TP TP 001 00l OOl ~ ~ OUTLET " ~ ~ ~ o s a o
I / A5 ~ PCr145+80.58 f ~ TP TP OOl ~ (P SP ~ , T ooaooooo 0 r~~~~ D o0 f' qP ood oaoop TP Tp ~ Ol LIMITS OF ~ ooob~ooo ~ r TP ~ ~ a ~ "'""'"P" q/ / PT = 45+97.15 - 00000000 f DISTURBANCE 1 ~ Ut 199.9 o 0 0
00~ ~ mw ooo°oooo°o° 0' PUBLIC i --~-/L__71~ ~ ~ / qP o 000 ° EX. 2 (TYP.)
~ / ° ~ a ¢ ~ °0 0 0~ °0 0 o UTILITY ESMT• x ~ f TREE PROTECTION i`~~ ~ ~ ~ ~ ~ ~ ~ e ~ p0 / / 3 ~y„TA 0 0 0 0 00 D o i ~ ~ N PC - 49+10.33 FENCE (TYP.) { z oooo~ Jw / z ~ ~ fl R b 9' k I F ~ i ~'`l l ~ _ (Y l it S " s a s ~ ~ ~a rn rn a~
/ ow o o r~~~ ~w 0000000 my NEW TREE " ~ ~ a v f~~ ~ ~ ~ rc l 00 PT = 49+29.77 LINE (TYP.) 1. N N ~ ~ ~ T~ ~ ~ ~ m rp ~ w
~ 1 00oo~o°ao o CONSTRUCTION ~ 0.3 f^~\ , oooaoo ENTRANCE z p~ r n._,. - ~ ~ ~ e v ~ ~ e
C ~+90.75 t aooo0o000 l 1 ~ ~ ~ q 4 ~ 0000€0000 MW i ~ ,.a„, ` M, 0000®00000; 0! i ' OOOOb 00 U' ~ ~ ~ r ~ r s ~ ~ ~ ......~k a ~ , r, y ~ ~ ~ _ m ~ x u x e
ooodoooor ~ r 0 00000 " / ZONE 2 MPORARY~IMPA~TS ~ ~ !l PT = 44+96.40 oo w. "°~-m ~ v v' ,i ~ ~ o oiooooo r \ j . ~......w- l - 9Y " d
~ 000000 0 ~ e B106(~~IP) = 213.25 SF~ 0.005 AC r/r' oooo~oooo ~ ° ~ v ~ ~ f
~ ~ /f o0 0®0000 ; \ p`~ p ~ d' 00 0~000o N ~ ~ W-4' ,Ip ~ ~pA ~ r`'~ 000 0000 _ ~ - W-3 > .,._,~,__,_m a_ v ® ~ ~ 13336.88 SF~ ~ ~ ~
ONE 2 IMPACTS ` 00 0`000°0 640.70 sF --~-.-._._-~..._._..._4._.._:~r~.r 10 ZONE 2 = 259.6 SF: .~06 AC - ~ ~ 0 0 0000 ~ ~ ~ o.gt9 Ac !r
~ o0 0000 0 ~ ~ 10 ZONE2 TEMP) = 82,E SF~ 0.002 ~ 000 0000 ° - o 0 ~ \ 0.306 AC J
L" ~ f'°~ 0000 0000 ~ ~ 0000, 000 '''f f ~ ~i ~ ~
0000 ooo ~ ~ / \ ~ 000 000 ~ / ~ o
ooo 0 0o p , 0 0 0 000 ooo ° ~ FLOOD PLAIN ~ O - - - - - - - - 30' ZONE 1 LIMIT , rl/l/l/',~l •
f._~r °oo do0 0 ~ ~ ' . SPECIAL FLOOD TREE LINE ~ / N HAZARD AREA NEUSE RIVER BUFFER SITE BUFFER a ~ ~
i i / X00 A ~ . i OE ~ ~ LOD 1 I . loD ~ • STREAM CENTERLINE ~ ~ 100 YR FLOOD
HERITAGE WAKE FOREST 1 ~ LOO ~ PLAIN ~ v U] - GREENWAY CENTERLINE 500 YR FLOOD ~ WETLAND AREA ~ ~ ,--i
PIN 1840-75-7997 I Qo) -off ~"_-~op DB 11158 PG 1401 ' / 1 7EMPORARy CONSTRUCTIO L O NANCY DAMERON GREENWAY (EDP) PLAIN O ~ ~
1 001 INSTALLED FpR N ACCESS ( _ _ ~ ~ aol SANITARY SEWER TO FOLLOW op PIN 1840 76 1672 B20N -1872 - LOD LOD - LIMIT OF 0 - FLOODWAY DISTURBANCE CONSTRUCTION C~ U y
c ; OOl CONSTRUC71pN EX' PATH DB 12337 PG 2555 2555 TP TP - TREE PROTECTION ENTRANCE U • iJ - ~ ~ ~ - FLOODPLAIN
j, Ol apt - SPECIAL FLOOD HAZARD AREA o0 p0000o RIP-RAP
i / / \ ~ ~ \ 0 00p00000o DISSIPATER ~ ~
PROPOSED CONTOURS (MAJOR} SF - SF SILT FENCE
~ / r,,, PROPOSED CONTOURS (MINOR) OUTLETNCE BOARD WALK O ~ a O ~ N ~
00+00 MATCH LINE PROPOSED ~ ~ 0 O QNi ~
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN - BRIDGE ~ ~ ~ ~ ~ N ~ • ~ Ga ~ N 00 ~ •.•i
OF WAKE FOREST. GRAPHIC SCALE NOTE:
Engineering Department Date 30' 0 30' 60' NWAY AIL GEN SAIL GENERALLY ~ zoNE 1 (TEMP) ZONE 1 a • o U ~
FOLLOWS EXISTING GRADE, SI 1..~ + FILL WILL BE REQUIRED TO STING GRADE, SOME ~ s~ Z ~ Q, REQUIRED TO zoNE 2 (TEMP) zoNE z ~ ~ ~ ~ ~ ~
Public Works Department Date MAINTAIN SMOOTH TRANSITI01 00TH TRANSITIONS. ~ ~ ~a"n o p ~
Erosion & Sediment Control Date IN FEET 1 inch = 30 ft. ~w~a~'aw~
Fire Prevention Date ~ ( ~ ( ' { I ~ i ~ I ~ I w ~ ; pw
I ~ I , ~ ~ r E _ _ 3 , I E ; ~ I I i i
~ ~ ~ I ~ Planning Department Date , , I I ~ _ ~ ~ ( ~ t 3 ( _ _ ~ _ ? 272 ~ ~ a ~ , * i i
~ ! I I I , Gt of Ralel h Public UtEhtEes Department Date - - ~ - - I E € I ~ H Q r _ L, . 3 _ U H
i i , ~ ~ I E E _ i 1 j ' I I !
_ ~ 270 , ~ _ _ _ _ _ , ~ E " ~ J x ~ ( _ _ ~ r I . 270 _ °z ~ ~ I ~
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266 I € ~ ~ € ~ ! 1 E E ] i ! I 3 k ~ ~ 1 E I _i f 2ss 0 I ; ~ I ~
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€ ~ ? i 2 z < I 264 , 3 E I I 1........_ ~ x I 3 F............ ~ I ~ 264 ~ ~ ~ I ~ O
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i i 24 CHECKED t3Y DATE: 10-26-09
E FRE3JEC'i NO.
I 12082306-A
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 --,-o SHEET No.
C-14
j ulSHEET OF 7 12