20010131 Ver 1_COMPLETE FILE_20010130

O?0F W ATFRQG
r
o ?
Michael F. Easley
Governor
William G. Ross,Jr.Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
February 15, 2001
Jones County
DWQ Project #: 010131
APPROVAL OF 401Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer
Rules
Mr. Charles C. Jones,Jr.
Post Office Box 188
Treuton, NC 28585-0188
Dear Mr. Jones:
You have our approval, in accordance with the attached conditions and those listed below, to place
fill in less than 0.1 acres of wetlands for the purpose of replacing an existing damn at NC58 on Crooked
Run in Trenton, as you described in your application dated January 23, 2001. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 3290.
This certification allows you to use Nationwide Permit Number 3 when the Corps of Engineers issues it.
This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .033). In addition, you should
get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except
as modified below. If you change your project, you must notify us and you may be required to send us a
new application.. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide
Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you
must follow the conditions listed in the attached certification and any additional conditions listed below.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-9646.
Attachment
Sincerely,
f?
Stevens
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
File copy
Central Files
e*?
NMENOR
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Charles C Jones, Jr
PO Box 188
Trenton, NC 28585-0188
Dear Mr. Jones:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL, RESOURCES
January 23, 2001
JAN 3 0 2001
On January 23, 2001 your application for 401 Water Quality Certification for a
project in Jones County was received by the N.C. Division of Water Quality. Please note
that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring
payment of a fee for all 401 applications. Your application is being returned since no
payment was received with the package. The fee for applications is $200 for projects
impacting less than an acre of wetland and less than 150 linear feet of streams. For
projects impacting one or more acres of wetland or 150 or more feet of streams, the fee is
$475. In order for DWQ to review and process your request, you must send a check in
the appropriate amount made payable to the N.C. Division of Water Quality with your
applications.
Please call Robert Ridings or Cyndi Karoly at 919-733-1786 or visit our web site
at http://h2o.enr.state.ne.us/ncwetl.ands if you have any questions regarding this fee.
Sincerely,
John R. Dorney
cc: Central Files
PAYMENT
RECEIVED
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
DEN ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE: "401 ISSUED"
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE
OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE
SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET).
PLEASE PRINT.
1. OWNERS NAME: Mr. C ,, ks C. 3 -o-leg Sy:
2. MAILING ADDRESS: P. 0. L7 OX /e e
SUBDIVISION NAME:
CITY: re- ,n+--cDVi STATE: NC ZIP CODE: 'Z,$S$5-O/gA
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : /VC 5 0 So v4A, o?- Tee "i-o in
3. TELEPHONE NUMBER (HOME) : Z62, - (WORK) : ZS Yzi 2-1to1
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER: N l h
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: 10VI -c,$ NEAREST TOWN OR CITY: Teenfoyi
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) L o Cc.l d O-A
Croo kcct Lvt 100 ?e.e,t va s frt a n n? /1!C SS o s, -Ae .5,U A
Try.

GQA vvi C w, `? h fL IM C v?
6. IMPACTED OR NEAREST STREAM/RIVER: CY'aD keJ kVIN
RIVER BASIN: /yQ.U 52_
rTl
n _<
rri Ez
_< rn
rri M!
C7 --i
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY

J

-' __? ? Comml

?QS85 .
x r5.0
,3 1
13.0
113
?r U Radio Tower ,z5
SCALE 1:24 000 -=
3zs
1 .5 0 KILOMETERS 1 2
1000 0 METERS 1000 2000 ,3 ..
.5 0 --
MILES
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10 000
FEET Ch 4a, Maple Grovel
CONTOUR INTERVAL 2 METERS Hlsn
SUPPLEMENTARY CONTOUR INTERVAL 1 METER _ Sch a1-1 TRENTON, N. C•
DASHED SUPPLEMENTARY CONTOURS ARE APPROXIMATE /'- SEA TRENT RIVER 15' QUADRANGLE
NATIONAL rFODFTIC VFRTICAI. DATUM OF 199Q / N3500-W7715/7.5
(WS-I OR WS-II)? YES [ ] NO [ ?] IF YES, EXPLAIN:
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [VI-1-
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION: N LA
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES ( ] NO ['.'?IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
8b. ARE ADDITIONAL PF,,RMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ] NO [V-"I IF YES, DESCRIBE ANTICIPATED WORK:
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: till CC. y'e,S
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: n W n
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED:
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT

AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) N/A
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL ELEVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING
TO THE POND? ,^r ma!23w
e Arm, ? Exi -Ai n j Naves ;!s 8? 6?1a ct cres / 1. Ap p E9,&
,
WHAT IS THE EXPECTED POND SURFACE AREA K c,,c-vl e J?Xi64-i nr.?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT
TO BE USED (ATTACH PLANS: 81-?" x 11" DRAWINGS ONLY) : airs ?'U lCA LGILJ'14

13. PURPOSE OF PROPOSED WORK: IKc 13 CA, r 0 ? - Dc x?? j_?2 iVlee1 DE Al
2
eh; ?er;a a? r a; )ur2 {fro 6? blv ??Su?b,vcw /ln La,^a 50!1 11wkv
f'ID?JS iJI tJ/` ? nh /T??J'!`? Gc?n C ??l?vr?l l ?2JL ? "/ I 1 ).
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
r
o , C f nc
<-R'c' ?1rA.tLtC.t ? 4a, l-,I-u_,
!50
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: :500 w' { i 6e- C.'? .c,t'-j fteaof ? Dl 1v1j
16. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
1. t o-l 4a as //6
-7 Y"t5- i?^?- DCAM Rf pct-tY'-
(STATE) LAND? YES [ ] NO C (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT
PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT?
YES [ ) NO [ ]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ 3 NO [ ]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE
NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS.
CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF
ADMINISTRATION, 1302 Marl Service Center, RALEIGH, NORTH CAROLINA 27699-1302,
TELEPHONE [phone].
17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL
STREAMS (INTERMITTENT ANu PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP.
MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR '_ INCH EQUALS 100 EET OR THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQU=-EE.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? C%(
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? -T
g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.
No (.,je.+1(tvta5 Je jn ec,?'on kc..s beep p6'4bry1AeJ . Ex+ertt e&
pre- V?lok-'sly yu)i-b? ;PIG?' e"sed,
Image23
Image27
Image28

e
f
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, AND
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION.
OWNER'S/AGENT' ATURE
(AGENT'S SI TU E VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18G.))
1---12-01
DATE
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VICINITY MAP A HIGH-HA I~ NOT TO SCALE
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~o~~s c i DESIGN ENGINEER: H~ a i ~ ~ o
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EDDY ENGINEERING, P.C. I'--r n; ~a o ~ ro m
n ~ n ti-i C m 7 r~
4428 LOUISBURG ROAD, SUITE 209 ~ ~ ' I q c
RALEIGH, NC 27616 CONZ'E~`~'s:
[phone] C~vE~, (;~N'~'E, NO'S, ~i 302 NORTH PLANTATION LANE ~ E`~ISTIN~ SITE L'~Y~U SWANSBORO, NC 28584 E~,~SI~N CoN7'R~L, ~ [phone] 3. PR~P~SED SP~~LWA~' ~ o c r-s i ~ c 2
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4. AUGER CAST PILE, ]PI ~i PREPARED FOR: DETAILS 9 ~ J L7 Jt i ~ 7 ~ ~ z = ~ w
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MR. CHARLES C. JONES, JR. 5. EXISTING RACE~IAY D BROCK MILL, INCORPORATED 6. PROPOSED FZACEWAY p.o. Box 18a M~sC. DETAILS AND C TRENTON, NC 28585-0188 ~ ~ ~ n ~ w
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[phone] 8. ~MERG~r~N~~' s~ILL~~~' Desioned~. Cra~.,n.
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Qc December 2p00 Eddy Engineering, P.C. All rights reserved. Sheat ,uo.:
~

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IJOTES: Drained Lake Bed o'w ~ I
TOPOGRAPHY EXiS I it T~ F'~4~ i ~ A rAr ~ I
~T~~ S~~. t,.I~RL_S, r~~~'~~~~J ~~~ra~~~,~~,~~ LAKEN FROi~~~ LiNITED ENGINEERING SURVEY TRANSI?-STADIAI Embonk~m~n o~'~~~ I t of ;
~ _ Raceway, See CONDUCTED BY EDDY ENGINEERING, P.C. ON A'~_1GUST a, ?OOO. ~ P a~, wee ~-er.t,n~ne
Sn~ets ~r 6 ~ , T,~ i~ >_~6 i ~ ~,i,l
2. NORTH ARR~,~N r~ ~ ,p ~~r,,~ Pr~~mary ~ SH.,WN I~ P.~~X~~~1~~A,~ ~E~~~; - ~ - N i ~ ~ / ~ ~~il~ U,ouse ~ Sta. O+OC~ ~ ~ I I I~ I
~N,~IE,ay ~ ~ / "tom ~ ~,~I. ~+I~~~ - / of
Upst~~eam Turbidity Cur~ain I ~~~Iai
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S~i+ r ~ ence ~ 81 81 - - " ~ ~ - G
s i I ~ ~ pP I
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B4 ~ ~ ~ ~ A % ~ ~ i ~ ~ ;F h~'~~
I ~ ~ ~F sF ~ ~ ~ ~ / / ~ PP s
~ Sta. 0+00,/~ V ~ ~ ~ s. ~ ' ~ ~ . ~~:~r~....,~ .yo~ s. ~ ~ a.o.
~sF ~ ~ ~ ; / / 1 ~~w I Y ~ ~f ~ ~ j I=~~.
I ~ sF d SF ~ :d'+.
Downs?ream ' ~ I J, I ~ ~ ~ ~ ~ % % ~ ~i i
I Turbidity ~~~~artain ~ / i ~ ~ ~
~ I n ~ 1 PP U ~1 PP ~
I T ~ r: ' ~ ~ R, rl 1 ~ Z V Z i ~ / / ~ o
~ I / ~ Sta. 6+O'~! ~ 1 ~ ; '
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1 I ~ / ^ ~ ` ~ ~n ~ n Ci ~i 'h ~ ~ LE~EiJu a ~ ~ s
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" ~ ~ ~OW!~~,S~I'~UI~~ ~,U~VeCt~ ~ ~ 1~R JOE c I~ ~ 0 ~r -t
o ~ / ~ PP / ' i ~ ~ i' I TB!V~~~~ 1 RIGHT T~ F ~P 0
i r ~ i 'I StQ. BtUJ UPSiREP,I~~ CUL`ri'ERT i i
1 1 ASSUMED ELEVATIOI~i j ~ Q I ~ n ~ a ~
I ~ / ~ / / ~a~.~~ ~ ~ ~ w o~ ~ ~ .Q I z0 ~
I
~ Site Entrance ~ . ail !D G~Q~Nr ~ i ~ L 0 ~ZO I ii LOC,ATI~P~S s ~ . o;; ~~i - O }
Sta. 9+00 ~ (Ap~~Nroximotel ~ ~ ~ U ~ ~Z Z O_ i w ~ OI
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Shee; Na:
©December 2000 Eddy Engineerin , P.C. All ri hts reserved. 9 9 i^ ~ R ~ ~J ~

j Notes:
i. Construction joints shall be placed no further apart tl-~an 20' ir, any one direction. i i ~ I
Joinis shad hive a hydreohr'~iic waterstc^• a iied at ~h M'~, ' A~ I ~ r PP ~e n,~gnt as directed b; the Eng~,neer and and the Speclf+cations. ~a ~ ~ ~ ~~~i ~ I
2 Depth, spacing, and extent of grout lines to be determined at lime of construction 1~'- I;~!
I based on grout takes and subsurface conditiens. 3 Entire area of pile cap, tengent wali, geomeimbrona, cnd outlet orote 'i^n ~ alai i c
c~~ apron to be excavated to a depth of 4 feet belay nevi. pile cap elevation. Remove all debris ~ij'~
and backfill as directed by En ineer at tune of constr i~ p 9 ~,ti~i. Replace with corr~,nact.d II I
~ low permeability fill upstr2om and NCDOi 2S !!v'~odlfied Gradation) dcvanstream. 4. Downstream ten~mus of apron slob and lanoent ~,vcl' perpendicular tc ~aeir ma ~ be Geomembrane, Existing Racew~ ~ I Existin Raceway See Si~~ _ ~ - ~ ~ 1 ee _
aajusted upstream or daUmstream dy the Engineer daoendinq upon conditions Y -See Details 5 & G for De{ 9 is _ ~i v~~ - 5 & G for Details of Pro osed _ ! P - ~ ~ s
encounterad durLnq construction. - Sheet 4 and i Strucfural N~odl Structural N~odl`ications ~I, ~i~ ~i '
I l I B ~ i~lal ~ iii°' ~ I of ~
~ _ i
~ I / _ ~ ~ 3 ° ~ - - I i
Proposed Pile Cop, ~ !Extents Ap rox.l - a~ucer r,ast Piles ~ r ~ N~ink Fence \ _ I ~ % i
P Sae ~Jetails Sheet 4 ~ i,~l i
I i - _ - " _ ~ aT ,
I 1 Exisf~°; Mill Nouse ~ LLi ~
~ I 1 ~ ~Q,
~ ~ ~ P- d~~OO~i ~o
20' i YP ~ Q ~ ,T i ~ 1 ~.r i' ~ ~ c ~ ;,rd;od
~ 4 _ r ~ ~ ~ _ ~ i ~ Q 1

i ~ ' Er, stn S illwa~~ 9 P r j - ~ Weir Wall ~ ~ ~V ~ ~ ~ ~ ' . o w
I ~ z i gout ~~r~e ~ ~ o o ~ ~ ~ ~
A ~ N~ ~ z~ ~ ~ o
ou*. _~mes 3'-s" ~ ~ x s w.- a \ v. a
y~ a< ~ 1 d e a ~ P ~ ° a 1 ~ o" m 1 ~z
~ I ~ tG ~ % 7. ~ ~ °a' i . W x F ~ / ~ Q
I _ I \ ~ ~ a°1• i / I ~ G Ja r p 7 1 I ~ ~ ~ ~ \J O ~
' iG~ ~ Do~r~streafn;qullet,Protect~on' - e e a t 8 6" ~ gp~rgr~ ~<Ex~enfs ~A6 rox,.` p O y 6 ~ ~ F N
~~y ~eea Qelails~ S'nee:•4~ l O] 2 C) I J G. O I
l L ,a'
~ j'° ~ ~ °~~.R 1 , ~1 Mill Hose Overhang ~ ~ a o ~ Su,c:~crt Pedestals ~
Ca:
~ _xist~ng ~ ~ % ~ _ l~ a; / ,~unterforts ~ ~ i~, ~a , ae~ ~ - - r, ~I-r _ _-r= ~ ~
_ - ~ 'I A ~ - , B ~
~ A 1 iC - - . l l _ . , ~i ~ 1 ~ z ~ ~ ~ r~ ~ ~ o' o ~ o
I ~ ~ ~ ~ _ ~ t _ - ~ : ~ ~ ~ Q w a
Demolish Existing StnacturFo :nos Line, ~ t _ ~ t~ ~ ~ ~ ~ - _i ~ r,, - - - ~ ~ . ~~orresponds to Existing Construction Joint _ _ _ ~ _ - i i ~ ~ ~ l I or - L O _ _ Z C I i ~ ~ I i ~ ~
a ~ _ ~ ii I ~ _ ~ ~ 1 ~ ~ i ~ ~ Q O~ ~ i
/ _ ) i ~ ~ ~y _ _L-- - Q I _ 1 J 3 ~ ~ - ~ I - ~ ~ ~
- ~ J S w ~ ~ - - z 5 m
Au er Cast Tan~ent~al Vv I ~ ~ _ ~ o l ~ g ~ y j See Deta~fs Ghee 4 r7r,d 7 ~ - - . _ ~ Y ~ ~ U CL ~
f ~ ~ I O ~ o
f~ Down, ~ Outlet Downstream Rip Rap m ~ ~ Outlet Protection, Extents ~
~ 81' Apprax to De 1~ to De Determined by Enginee~~
~ t at ?ir Detall~. at Time of Construction, See ~ 1 De!alls Sireet 4 and 7 ~'°~e0' ~
I ~i 2000-0;5 it
'r' PLAN VIEW Desioned' Drax¢ i
i Scale.
i ~ ~ J5 = x.
©December 2000 Eddy Engineerin , P.C. All ri hts reserve . ~ 9 9 d SGLE. FcEf C~BeI NG.:
-1__

r---- - -
~-Existing Welr tNcll Joint between Apron onc,' Flle La ~rl~~' ~I
Normal Pooi-i ~ Contains PVC Ribbed Vdaterstoo v iron onc,' FI!e Cap I ff ~ r bbed Vdotersiop tivitii _
Existing Pde Cep Internal Bulb Diameter 1" tUin. ai DD ~ - ~?hickness 1' ~ H~polon Band, See Devil Sheet imeter 1." Min. and ~ ~
I ~ I ~ - ~ De.od Shea ~ i
~ Geomernb;ane Anchored ~ 1' ~ 31' _ I ~ to Pile Cop, See Getniis ~ ~ ~ - --..J I z0' ~ I I
Sheet 7 ~ 9 6 9' 6 ~ Geomernbrane ~ ~ l ~ III
3 ii 6,_6„~, A cox. I i Ne~~ Outle' Protection PP ~ -30" Class it RI Ro I p p Protection i z~ ~ Il
_ Apron Slab il~ I~ I
_ Cast In--Place Mass - ~ ~a - ~ I ~ i iy ~ ~
Concrete Anchor ~ ~ \I I Dimens~n^s to be - Ne~J r'~~e ' a - - - ' ~ i
p E - Determined Ly Engineer ~ i - - - i_I, i
~ at Time of Ccnstruciior~ ~ - 3 , ~ ~ I 2 -7" I i ~ l - 4" Cush;, r ~ ~ ~ ~ o" a ~ Layer_ ~ , Ili i I~., f1l;OVe(1 I
Heger Cast Files, Bearing Depth I q + i n ~ ~ Turn DoNn ~lao and Ex,end Jnder ~ NCDOT ~57 Stone ~ otext le, i ~ ~ I Buried Min. 12" at Ends ~ ~ i ! ~
I to be t,etenm~nea by Engineer at ~ Pile Ca of Tangent Wail De }h to lime of Censto;rtion ~ P p' ~ Turn Down Slab Where ,~o~ at ~ ~ ' ~ ~ I
i ~ ~ be Determined by En ineer et Time 9 16nber Piles, ~ 1 ~-3" ~ of Construction, See Detall Sheet 7 ~ ~ ~ Targent Wa!I, Depth tc oe ~ Determined by Er,ainee at Time ~ ~ ~ \ of ~ - I ~ I ~
i Depth Unknown ,rnsiruct~on
Grade Beorn, 20' Spoc~~D, Width 1'-6", ~ '~P,..•~'©,,~~~'
A~~iger Cyst Tangent W'a!! Beoring on Rock Layer, P~pprox. Depth 20~ Below ~ Depth 3' Befow Bottom s Anchor Slab ~ ~ D~°o ~ ;Q: ~a~ J: or as Directed by Eng'~reer of Time of ~ t~z
Downstream Ground Elevotior~, Exact Depth ~ Construction, See Dete~ Cheet 7 N
to be Determined Dy Engineer at Time of Construction -
SECTIOf~ A A
NOT TO SCALE I v ?i
I Z ~ I
^ ~ x r ~ ~
~8 ~ 18" Upstreom and i ,r~ ~,n tr ~ , ~ ~ r ~ ti ~ Dn~i and ~~~Cx;~ .,~~~„s~,eam, ~tandar,~ ~80 c~k~ ~ , ~ ~ i a r ~ za zc>
l ~~rcut #8 ~cugh c :r o
~ I I Existing !J~;ail ~ I 6 at i8 ~pstrearn and v o ~0 ~Ot~~ w u ~ "
i t_;;oxy ~8 Hr~oks, Spaced 3' Apart Ti~a~nsversely, See Hooked Bar detail ' ' ~ 4' h,~in. Lcp Dov~~nstream, Standard 180° Hook, w z Noon Directions ~ ~ v ro
~ I ~ Slice, T,~ Drill and EDOX t'nrou h Countei~'orts y~ ~ o O b O 0 ull C~1o~lS
~ P ~P ~ ~ Y g I b C "l8"- ~ 1 I ~ U~nere Necessar~ Ne~rv Outlet protection 4" Pe~rf. Sub r i ~ ° ~ ~ N D a rl ~ ~ z
~ i I ~ ~ 1 ~ ~ ~ 1 ~ j ~ ~ ~ apron Siab Fipe Centered ~ ~ ~ ~
I , ~ ~e C g ,Standard I ~ ~
° - „o ~ ~~-fi o = ~ I-- o a i 0 o a a o i 2~ 1 n. ~ ~z ~ w' i _ ~6 @ 12", Bothiw a o
i l i , - i a 0 0 0 0 - ~ Directions
I ~ I ' i `a,
l b ~8 18' r lace 3" 3 1 - 4" Subdrain o. , I o
Above To of Pile ~ ~ ~ p ~ 1- ~ ~ ,o, 1 i Outlet P~~ e ~ z p w,Q
5pe Anr~IPc, Bar ry l I 1 ~ - - - - - - y etu l T, i i--- i ~ ~ , J i ~ ~ N' r U 2 - - - - - - - - w~ Rodent ~ a ~ a ~ To ~Nidt~- r w ~ ~ ~ D
~4 I D Sc~ een, 10 ~ z PI 4'
~l =~oriz. Hooked Bars ~l ~ '-IvCUOT fv9ad. Grad. 2S 25 US ~ Spacing Q - o ~ o or as Direc.eJ ° ° z
Placer~~ at Niid Section-~ I W -pug I #~F7 Jt'' ~ a ~ f'; ~ ~ d rn~ vn~ COI„Ctor Drl,C, ~ w ~ ~ z
~ ~ of Existing Slab ~ ~ ~ ~ #6 ~ << , ~~tN. '~trrlo~rUl l In TVVO LayBrS y O ~ ~I
1 each ~8 per Pile, ~ ~ Directions, ~traignt Bars Standard 90° Hook,-' ~ , , I Completely Encased in o o ~ Q I
I Centered ire Pi!e l` I 1 each 8 er Piie, -Donww ~ ~ ~ r m ~ d en ~eo~ext~~e. Goliecto~ ~ ~
n. ~ p ii , ,~i ~ Standard 90° Hook, Pipe and Drain Pipes BetU~een ~ 14
~ Centered ~n Pile Layers, Construct Oni with Y
Engineer Present Pr~,e~~ No.
i 2000-025
SPI~~WAY REPAIR R E ~1~ORCEf~Ei~T AID DRAIN D RAI ~I D ETAI ~S °ES~s°~~~~°~~°~ ALE ~ GP
NOT TO SCALE Scnle-
NOT TC SCALE
© December 2000 Eddy Engineering, P.C. All rights reserved, 1 Sheet No-
L ~ ~ i~j ~ r
I

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j (Building nc>t Shown) I , A, r
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BACE~PJAY DI~L!ENSIOI\iS SHO'v'JN ,4RE mn, o J Q I
APPROXIPd1ATE C ~i ~ I ~ ' x~ zr~ Gut Columns at ' ~ ~ ~
+ - and ~ol~~m ~I~~~'~ ~ x m a o
' ~ ~ ' i~ - ~ o' - i ~ 1 1 ~ 1 vvit m a-~ x ~ ~ vvi~h Ad ~acent Surf~~~ ~ ~ ~ ~ a
I I Racevl-ay - - I 9' i ~
I ~W x o ~ I ~ ~
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1 I I~ 0~'C(lll`IC~' i U z ~
Cut Columrr at oN _ - ~ ~ ~ ~ ~ z
( ~ r ~rIG gUtz0,.1 F~ush gut ~oium~ns a ~ Y ~ Y ~ ~ ~ ~ ~ ~ ~ ~
-a I ,i''~~~ ~ + ~ r"rr,P ~i~t~; ,~,o~acen~ ~~u,t~~u~ N, - oi~d Bottom Flush i ~ ~ w I~
i i Niith ,ydjacent Surfs ~e ~
SECTIOf~ C-C OPEf~If~~G 1 SECTI01~ D-D OPE~II~IG j L NING 2 SECTION E-E OPENING 3 ~ I
NOT TO SCALE NOT TO SCALE NOT TO SCALE 2cvo-025
I De4nned. Drawn, j t C~P
I~ {Scole ~
f '~1GT TO SCALE
Sr~eet Mo.:
i ©December 2000 Eddy Engineering, P.C. Ali rights reserved. ~I
I

I---
I
3 Each 1" Dia. Bolts I 3 Each 'I" Dia. Bolts Through Cross-Beam 9 -9'--~ ~i'~ I I
i Through Cross-Beam Gate Lif rP ~ f ~ s ~ ~ t a. ~~~t ~ ~a~~l I I
All Intermediate Bolt 1" D.,.. B~Its s ~~c., AJl Intermediate Bolts 1 ° Dia., ~ 3 _~.ch ~ rh ~r ~ _ Maximum S ocin^ 1 E" S acP fa sl I ~ 1a G
rc~~h ~.~o„s dear, P y ~ ~ Dioxiir~um S acing o , Cr p-, ~ - ~ ~ ~ ~~ac wenly Between Through Bolts 3" Exf `-?n error
Even'ry Between Ihrougn Bolts t ~ ~ ~ i Past Gote ~ssemb! I-- Gate Assembly Anchor ~ I l ~ l ~ Y Connect~~c~ ~ ~Boits, Replace as I~Ieeded ~
' 1 ~ ~ \ ~ ~ I T 1' l i i ~
Thies) 6" yo. 1 I ~ ~ date i l 1/~" z n~, ~ 1' _ ~ ~ Eacr Bol is o i ~ ~ ~ / Thr - Iwl
~i ~ ~ f i I ~I T n;c~ r-6" Tv ! ~~u:~ox. ough Cross Beam = ~P , ~ =15 - Ip - i
I ~ ' 1 L8x8x.3/4" Pla ~ - - ' ! ~ ~ ~ ~ _ ~ \ . t e ~ ~ , - ~ - L8x8x3~4" ~ ~ ~ 1~ 4° Angle, Typ, i ~ ~ ~ ~ - air - _ ~ Lax 3x3 4 I i - ~ t ~ 1 ~ ~alel , I
Angle, Typ, ~ i ~lfl!Ck ~ LBXbX~!4 ~ I ~ i ~ ~ ~ Ang;e, Typ. i
' ~ ~ °late ~ ~ 2 Each 1" Dia. An I ~ A i , I ~ / 9 e, 'YP ~ ~ 2 finch 7' Din. I
_ ~ ~ ~ Bolt,. Typ., ~ ~ 4„ i n I ~ ~ ~4, ~ ~ ~ Bolt, T~~p,, i ~ ~ ~ I f ~ ~~1ci< - y
S ~ pa.,~~,g Each Dio. / ~ I ~ _ 4" S oc;n~ ~ ~ i '~irfP P ~ ~ I I I
T ~ ~ ~ _ ~ 4" P Each 1' i ~ 3' 1, Bolt, gyp., ~ -----~I ~ 22 D a. i ~ -1'-__'l n' ~ Bolt T ! ~ ~ 4» ~ ~ i ~I ~i 1 _J ~
~ Spacing ~1 ~ Roceavay ~ yP 7 I 2 ~ ~ /-~cj!s 4,~ Spacing 7'-71" - - Gpening 2` p~° I 2, v eriin~
P ~ i 10 ~ .K
8' Opening j v• I
wm zu c;; ~2:
8„ T p i~ / .t
1' Typ.
PROFII ~ cc_ _ , CRO~.~ SCC, ~ 101 PRGF~~~ ~ ` ~ ~ W GFIL~ '~RuSS-SECT!G~~~ , ~ ~I
S ECTI O - I~ C C OPEI~I~I G 1 S ECTI O I~ D ~ ° ~ JTI O I~ D - D OP EI~I~G 2 ~
NoT To scA>_E
Intermedia`.e Bolts 1" , 3 Each 1" Dia. Belts NOT TO SCALE ~ a a ,z 2 ~ ~ sI
I ~ D a , Thirougr! Gross-Beam 3 E ~ch "i " Moximucn Spacing 16", Space- a- Dia. B.,It, W ~
Evenly Between Throu,h Bolts Tnrough Gross-Beam 7 I W w ~ L w
J I ~i ~ ~ c0
1' ~ - i 4' 5 q~ 1 ~ / ~l r~ ,mow-. O W F r--i ~ d ` ~ N
6 T,p.- ~ ~ ~ ~h~~~ ~ Raceway i! ~ Plate ~ ~ ~ ls-i J C: l G' \ r, r J~ ~ ~ A O
Walls i ~ ~ ~ ~ ~ Larax t T 34" ~
I ~ ~ / A T\ ~ ~ O O ng~e, ~Lp. ~ ro N
i Thick ~ L8x8x3~4' ~ J °late ~ I I W ~ ~ ~ Embed Hooked Bar to Develo \ I ~ 2 Each 1" D~a. ~ ~ i rP P
Angle, T ~ I ~ ~ v. ~ ~ l l ~ ~ ~ I \ ~ ~-Bost, T~ p., F ~~I Yield St~ ~ngth Based on
I ~ ~ i ~ ~ Y Epoxy Manuf. Recommendations 4" Spcci~~~g ~
Z~_1~ ~ I NOTES. 2 Each 1° Dla. ~ 5° ~1„~ 4° G Q I 1~~~ 4"
Bolt, Typ.,~;,'_E3„ ~ 2 '2 HOOKED BA ° ~ = R DETAIL I Q ~ , o
1. RACcWAY DitIENSIONS SHOt^JN ARE A P ~ ~ ~ x ~ Spacing 4 ~ 7' 0 enin P RUX~ItiAT~ ~ P 9 ~ 2 BOtT DEPICTION SHOWN IS CENTERLINE OE PROPOSED ~ ~ 1C wr ~ o ; z ~ ~ ~ `za
BOLT. EACH BOLT SHAU~ NAVE A, U'~ ~ t n ~ ~T vA.,H~R ANA NLi. 1v" Q ~ ~ ~ z w
J 3. ALL PLATES, BOLTS, ;'JUTS, AN'D WASHERS TO BE HOT ~ I I~ G ~ z I a o ~ o~
' D;PPED GAI_VA,NIZEu IN r1000RDANCE WITH AS?~~~U A~153. 1' Tvp. ~ I 4. Efv1BEODED A~tiCHO~R BOLTS TO BE EPOXY GRGUTED TO ~ I ~ W r m ~ ~Q
i DEPTH THAT DEti,ELOPS FULL YIELD STRENGTH GF THE BOLTS. ~~'1~ I ~ ~ C - ~ G ~ w~ Y UQI Y
~ _ l,~ ~iQ~~S 5~C ~ 5. BOLTS Sri,A! ~ CONFORIvI 10 A30i GRADE A. NUTS SH,aLL ~C~ ~~1~ ~ ~ I ~
CONFOKt,>I TO ASTNI A563 '~IA.SHER~ SNALL CONFORIU°' TO ANSI B18.?2°~~, TYPE A °LATES AND ANGL ~ ~ ~ m - ~ ~
Es ..NA~~ TO S ECTI O ~ - A~TI~.-~ E E 0 P ~6 Ef~l(\IG 3 ~ - 1(J" ~ v i I I ~o ~ 3 ~r
i ~ NOT TO SCALE ~ ~1 Project No.:
ANGLED BAR DETAIL 2ooo-oz5
I Desgnetl: Drawn. ~
~ JLE ~ C~,~P Scale. {
i ~ N~? TG S~~ALE ~
©December 2000 Edd En ineerin P. . Y 9 9, C All nghts reserved. ~ _ 5beer [ "Jo.:
l 6 ~F 8
_ _ _ _ _

~.~.~...~.w.~~_._.
~
Iv'ote Geomembrane ma+~ rl + ~ r. i ~ so be a.tached ~o ~o~ - ~orstruction Joint '~I r
vefcal face in sirr~ilc,r fashion. ,~6 0 °S" in 51ao ~,~i I I ~ ~
eomembrare ~ ~ ~ I I I ~ ~''c~ ~
~ , - ~'8" Bolts i ~ 4° ~ ~ r-'/ Tuck Plate 'yp ~ ! I ' a ; i
~ i i 1 I ; 0 0 0 0 0 o r ~ ; I ~ - ~ ---7 ~ I I I
~ ~ ~ e o ~ I i ~ ~
_L I~~ ~i ~ ill
I ~ 0 0 0 2°~ o ~ I~ ~ ~ ~ ~ ~6 ~ 18~• in_~ ~ ~ \~~tr~p ~ppl~ed Nydropr~lli~~
\ ~ I ~ ~lUaterstop Grade Beam ~o of
I crnbed boit to Develop 0 0' ~ i a I lo~ I
Fula Yieic >±rengt~~, Based ; 1'-E' i
Epoxy t~anut i Recommendgfions ~ I i II II
GR~ I ~;I GRAD - i ~ ; , E BEAM t., ROSS S ~ ; ~ ECTI O f~
~ SECTION VIEW PLAN VIEW ~ Geomembrgne Ijjl~ii NOT TO SCALE ~ ! ~ ~
s~ I
GEOMEMBRAN E AN D PI ~E CAP CONNECTION DET ~ A I L °i Grout Port- 1'-3° Dia. Piles
~ NOT TO SCALE ...~o''••.
apron Slab g+. Existing i
Pile Cap Ele~,;ation Joint between Ap~nn gad Pile Ca p i- Contains PVC Ribbed Wgterstop with Pressure Grout BE ~ ~'ti / r-- 1 " Gap Between Piles '4;, ~ ~,c5.
~ I~ i i n~erna~ Bu,b ~ tP ~~„me.,r 1" ivy r,. Upstream of .o., • sup e Grout Between ar,d - - ,
V ~ ~.i rise 4tia!I i U stream of Piles ft ~ I p A~.er Pile '4h'a!I is Installed 'j
' I ~ I Str~o A, pled R~ dro ~I'i!i' j > CJ l.~~ ~ v ti
\ev~ Pile Cao i ~'JUaterstop ~ ~-4r' o,c. ~ 7
I ~ ~ i - Au e1 Cass Tan ~ 1 y u.nt ~.a~, ~ 2 z o d ~ L'
- ~ ~ i ~ U str- ~ _ p a O I upstream Downstream
~ m 'z, m ~ ~ i ~,y ~ s ~ w
j ~ W o ~
Constr~~~gtion Joint I ~ c; z, , Q
~ ~ ~ Hypalon Ber~~d F-. N CJ r i-. o ~z m `J ~ p x
Form Cor;rrete Apron Slab ~ \ ~ „ a ~ u~
T~,~rndown A~,uir,st f=oam Embed 3~8 Dia. ~~oit tc Deveio gull Yield Stren th y p g P ~ _ 7 ~ LAN VIEW ~ 2~
Based on Epoxy Nar,t.~t. Recomi~~erratlens C' Bolt I -----?I Upsirear~~ 3' '~,~~~n. ~
S acin Pla~Ps ~ , r~ . ~ Ups~r~ p g, t~~ ,r 4 ,ni,,k anti 2" UVide, Bolts and Plates No! Dip Gah~anized ~ Q~ o ~j ~ w~
I Downstream v ~ /
~ PIS E CAP A PROM JOI OJT DETAIE
~ NOT TO SCALE
S R'u~ ~ l~R SEOU~I~.,E: ~ \ ~ - 4" Mud Mat I ~ r,
i i Q ~ I a Q w z az
~ INSTALL TURBIDITY CURTAN UPSTREAM) ANA ~ ^ n ~ ~ , , D~V~N~TREHPri ~F ~('IL~~NAY CONSTRUGT;ON AREA. Pre` .,teel I empiote o Be Removed z Q ~
! 2. .GRADE ACCESS TO UPSTREA,Pvi ~ r'r~~~,i~ c i Ati~ ~.,~1!~iSTREAM CONSTRUCTION AREAS. B Prassure Grout ~ ~ w i ~ prior to Placement of Pile Cap) a o Between ancJ ~ { o „ z az
~ 3. REMOVE AU_ DEBRIS P,ND UNDERC~_~T AS DIRECTED BY ENGINEER Dehind ~ o Dehind Piles After ~ D, ~ I o~
~ 4. BACKFILL ADJACENT TC V~1EiR Uu'ALC AND P~~~CE MUD N1AT~ Pile Wall I ail e U'Vall is ii ~.,ta!led ~ z ~ ~ ,~a
S. 1NSTATL TANGEI~IT ~~VALL AND UPSTREAM P ~ IL~NG~. li 6 GROUT TA~~UGE~NT ~~yALL. c
PLRrORi1^~~ GRJUTI'~RG ALO~~C GROU_r JI',AiES FRCI~~ DGNINSTR'~,AI~~1 TO UP`;T O O C D' ~ ~ v ~ ~
Rt~,M. g EPCYY GROUT CRACKS. I
I g IiY1STALL GEOPUE~~B~RANE. i i
i I u. '.'LACE DRA'~~NAGE BLANKET B IU A,T- i E t ~ rR~1~. ~Proect ADO.: _ 1
1 1. R LACE APRCiU S'~_AB. ~ 2000-025
~ ACE RIP RAP AND ~ r~ 3. R~ S I ORE IJ~~IG!N'A,~ LI~~~' al (;R" ~~F ;Ir'r ~ - A +r1~ Designees A~Dro~,vn; ~LL i r';
E . Y~ ~i~~ OF E1ti,d~,NKVIENI GNU GR~~u~ F. SPILLWAY. 4. PRCVICE PERI,1AN"NT ~i~i>; m ~ ~ ~ ~ r„ SECTICU VIEW ~ ~~P 5~--
F S~E~~~~, H~Y~ IJ~~~~~.H, ~1 ~ Q r ~Y~ ,I~iERF ~D~.~TJR~~EJ r~,R ACCESS. i ~ S. REP~~Ob'E TURBIDITY ~~CURTAI; AU~ ~~o? T ~~~~~E
ER ~ ©December 2000 Eddy Engineering, P.C. Alf rights reserved. A v ~J E R ~ Sheei Mo CAST TAI~ E ~l T WA~~ DETAIL
~ NOT TO SCALE ~ ~

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i ~IT,o''o t~e~g6ncy,' ~0~-~, i ~ I i ~ -~---~-r--------~- I I i t ~a sr ss I n -r' r aa` i I ~ .f_ I ~ S ~ i i N ~,t~ P Mica ed, o? ~a r P t ~ - -L- - L ~ a i i ~ 220 ~ ~ ~ _ ~ , los ~
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~ ~ ps :,~rectePJ oy~ihc ngin~er ~ 1 102 ~ ~ _ - ~ ~ i ~ ~ ~ ~ 1- ~ ~ G-- 10 ~ ~ ~ i ' I \ ~ z T- T ~ h - ~ , ~ ' ~ _ ~ ~ I i o i
~ i ~ ~ ~ r 1 ~ P 2 104 ~ ~ _ _ i ~ - -t- r ~ I ~ ~ . i ~ r ~ , 104 i ~ i i i ~
' r : ~ I~ ~ I ~ I I r i ~ ~ i ~ 98 _ ~ ~ _ 1 i I I ~ ~ i
r i i --fee--~4 Erie- eAc _ ~ i ~ ' ~ 103 i 9 T i - F. W Eeti. 10 5~ T- I ~ ~ ,Y I ~ ~ .Ealstin r nd_ ~ ~ i ~ j ~ ~ ~ ~ ~ 9 I ~ I _ Surfrre ~ ~ -
xis is ~r 1 . y i ~ _ 94 ~ ~ ~ . - i f ~ ~ .T_ ~urfa~e ~ i pAcir~cohe~ns ~ i ~ ~ - ~ ~ - ~ 103 ~ ~ p, _ _
- _ I ~ 7 94 702 ~ _t.-_._~ ~ i I j ~ I I ' I ~ --i-- I a Q ~ a i .._T i i i, : ~ i I i w
' 102 ~ ~ c~ I o ~ ~ -1.---~-- -t Q
I 90 Ir--'--1--' i i (0+20) o+oa o+20 o+aa o+6a o+eo ~ 90 ioi I 7+00 1+20 1+40 1+60 7+8 r- ~ i _ i ~ 1 ~ U- I
0 2+80 2+60 2+40 2+20 2+00 7+80 i ~ ! d 2+00 1 101 +80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 '
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©December 2000 Eddy Engineering, P.C. All ri hts reserved. 9 ~1 Q
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_ _ _ _