19930818 Ver 4_Mitigation Information_20101004

HAZENAND Smim
Environmental Engineers 8 Scientists
4011 Westchase Boulevard, Sun* 500
Raleigh, NC 27607
(919) 833371 S2 FAX[phone]
TO North Carolina Division of Water Quality
401 Oversight/Express Permitting Unit
1650 Crabtree Blvd. Suite 250
Raleigh, NC 27604
WE ARE SENDING YOU
? Shoo drawinas
? Coov of letter
¦ Attached ? Under separate cover via _
? Prints ? Plans
? Chanae order ?
>,
COPIES DATE NO. DESCRIPTION
2 9/27/10 Record Drawings (Full Size)
THESE ARE TRANSMITTED as checked below:
? For aDDroval ? Furnish as submitted ? Resubmit conies for aDDroval
For vour use ? Furnish as corrected
? Submit copies for distribution
? As reauested ? Revise and resubmit ? Return corrected Drints
? For review and comment ? Fnr Fxeciitinn
? FOR BIDS DUE 19 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS Ms. Karoly,
Attached are the Record Drawings for the South Wake Stream Restoration and Wetland
Enhancement for the South Wake Landfill Permit No. SAW-2006-20191-292 issued
to Wake County, North Carolina on April 12, 2007. These drawings are for your files.
If you have any questions or require additional information, please contact us.
COPY TO Monte Matthews USACE Raleigh
John Roberson, P.E., Wake County
Grant Lewis, Axiom Environmental
File
@6G

If enclosures are not as noted, kindly notify us at once.
the followina items:
? Samples ? Specifications
John A. Bove, P.E.
dCT4V1212 OF

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, CAR THIS DRAWING HAS BEEN MODIFIED ~ 0 ~ ~ ~ ~
~ ; ~ TO REFLECT FIELD CHANGES ~ ~ r,~
F REPORTED BY THE CONTRACTOR OR NOTICE:
ANOTHER PARTY BUT NOT VERIFIED e VI I TTY M P N
l BY THE CERTIFYING ENGINEER ~ THESE CONTRACT DOCUMENTS HAVE BEEN REVISED TO REFLECT
THIS DOCUMENT ORIGINALLY FNGI CHANGES AND REVISIONS INCLUDED IN ALL ADDENDA. THESE REVISED
ISSUED FOR CONSTRUCTION 0 J ~ 0 DOCUMENTS ARE SOLELY FOR THE CONVENIENCE OF THE OWNER,
AND SEALED BY DONALD L. N A. ~ CORDELL, SEAL NUMBER 8397 ENGWEER, AND CONTRACTOR, AND ARE NOT WARRe4NTED TO BE
COMPLETE AND ACCURATE IN ALL RESPECTS.
E in co c e ce REFERENCE SHALL ALWAYS BE MADE TO THE ORIGINAL BID DOCUMENTS
0 oration 1 AND ADDENDA FOR RESOLUTION OF CONFLICTS AND CLARIFICATIONS.

nvironmental nglneers & cientists _ _ - uol xayr,es street, suite loi )1
4011 WestChase Blvd Ralei h North Carolina 27607 Rale;gh,NorthCarolma27604 9, 04
20100920 11;D1A H:\3Q547-STREAM-RESTORE\RECOR6 DRAWINGS\Gen\CGVER_RECfk2D ~RAV~NGS.dwg By.PSELISKER Last Saved By; psell~er XREFs= H:A30812\GEN\GGVER-BID

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d ~~tP'° f ~ ~ ; ~ ~,,1~ 1 TOPOGRAPHIC INFORMATION OUTSIDE OF CLOSED MSW
,r~,,-~`~,. ~r~ ~p,~, ,~',N ~ OBTAINED FROM WAKE COUNTY GIS AERIAL
1 , , ~ ..~fef- „ ~ . ~ - ~ ~ ~`~---°`"~F !r~~)(~ ~ ~ f%!`~~ ~ TOPOGRAPHY DATED 1999.
-~Iv ~ ~J t < ~ j , , r l k, + i I ~ ~ i i ' f »J f ~ 11 _ ~ t fir" P ~ ~ ~ ` ' e ~ M...__ ~ ~ 2 TOPOGRAPHIC INFORMATION FOR CLOSED MSW
..m.~---~-~-~ a ~ , I , + ~ . < , ~ ~ ~ ~ , ~ ~ + ~ d > r'~`~ ~~,i w`i't ~'`-9 I R ~ q ~ ~ ~ ~ ~ - LANDFILL OBTAINED FROM aCOMPREHENSIVE SITE PLAN
~ .w,,s"'°~ v ~ - " R~) .f ri ~ r , ~..,F ~ ;0 ,e f. ~ f . t - ` M. ~ I ~""~AT ~ ~ FELTONSVILLE LANDFILL HOLLY SPRINGS TOWNSHIP
-----."_'°n + , ~ ! i p ! ( t t ~ ~ r z f r / ~i f ,'`t f ? ° r ~ ~ ~ ~ ~ q 1 '4 _ ,J"" ~ 1 ~ `S 'y~ s r i °q .1 1 ,1° t ~ J' t;, , f// j ~4~.. ........r" \ ~ / ! ~ i ~i rr t ,e` f r~ Ig ~ 1~.,'~~ . = ~ ~ v$ ~ ~ . , WAKE COUNTY, NORTH CAROLINAa PREPARED BY
I-" 1 ~ ,f ~ ~ ~ r i ~ i ~ ~ ~ v R { l ' ~ v'' ~ ~ _ _ ~ ~ TAYLOR, WEISMAN AND TAYLOR, CARY, N.C., DATED
J~,,y~! _...--_..N... 5 i ~ 1 e.. r ~ ~ rid.. t` .".~d.~...~ 'J ~ d f P-.~.....,....-.__,,..._T._.. ~ J14 1 ~y MARCH 7, 2005. ARV ~s°'~ °y
, , -~zl ~ ~ 1 ~ , 1 ~ ~ ' r ! I f ~ ~ 1 1~', `~b~ ~ ~ b f d f f raft ( r+ ~ p ; 5+ t- f"\. ~ f` ~ f M1~ \ J ~ \ ~,-~,w_"°_..,.'~ ~ 1, ~ ~ 1 ~ `L.f , j - : " ~ V ',1 , , f i, I , p~ ~ , ,'',.n ~ l..i,"~,, l~``•y.,a ~.ti..s~~-~` iP~ i fly _ _
._..~./`-'°'...~-_.'""-~'°.,.v,..r,- j I 1 ~ ~ ( J ...1. t b 3 I 1 r f ~ 1 1 t" _ ,r f °r` ~ 1 ~ , 5 " ~ ter-"'" : ~ , f r t 7 ! ~ t! y f /~~y r ~v ~ _ ~ " ~ (r ~ 'pF~ ~ ~ _ _ ` - _9' 3 COORDINATES AND ELEVATIONS FOR GROUNDWATER _ ` f~`~~`~`"'°'°" - ' - ~ ~ MONITORING WELLS OBTAINED FROM °COMPREHENSIVE
-_-~-=.__~_._-_a~/~` ~ ' I ~ ~ "`rte. ~-w...,~. ;,A.1 I r !1 ~ / d ~a ` ~ 5+~ 'e :f ! A~'- / A-r,.'`.'\+,.__._•-'"`~'`~"~~ - ~ rdE `w? ,.--m--~,~-,~ ~ i , ~ I~ ~ > V~ ~,~4 w`~ _ ~.-.-~-~-T----._.~ SITE PLAN FELTONSVILLE LANDFILL HOLLY SPRINGS
III ~ 4r 1 r'' ~ ~ 4 t ~ 'a,... , - - ~ v" O..-..r ,r O~ ( J
F J A 4 ~y `"u I t t I f ,',,'''^---•,,~^-,°"*.`...._.-..,.._.._..,,„_.~.,w ....,....-1'""""^ ~"~..e.~„y._,-.°-+..._m."~ .r. r ~ ~ % r'°,~`. # r " ~ °~_~~.~`l `f~` ~.,r---~~ _ ~ TOWNSHIP, WAKE COUNTY, NORTH CAROLINA PREPARED BY TAYLOR WEISMAN AND TAYLOR CARY
r d" ((,,nn,, ^^.e,. _ ~ ~ ! ( y "^r ' / s - "^«-tea...-....~''h`."^... ~ ~,a{ ~ / ~ ~~.~..,f`r ~ ~ f,~ ~ --P.: ~ N.C. DATED MARCH 7 2005. ~ '
- .l
g( / J ~'~.s~ ~ j~ rt f ` ~ ~ ~ ~ ~ ~i~~ ~ ~ -~r ~ 4 LIMITS OF CONSERVATION EASEMENT OBTAINED FROM
I/ ' ' ° ~ , I F ~ ,~aofi- P - ~ _ ~ ~ ~ CONSERVATION EASEMENT EXHIBIT PREPARED BY
~ CXISTING 1R;~N5F ~ ~ P~ a ` ~ y~ ~ .TAYLOR, WEISMAN AND TAYLOR CARY, NC AND DATED
~ ~ \S .`y``..~, MIT OF ON RVATION / ~ hW-1S ''W !C y 'y 11 - ~ ~ I ~ _ . ~ -1B' 1_ E~S~N~ SGAI ES ~ ~ EA M , ~T N ~ S CAS = ~ ~ ! ~ ; ~ f~"`~~," _ ~ , ~ ~ _ ~ a~ ~'r~ ~ ~ MAY 17, 2007.
~ t ~ la ~ ~ .~~'"'~~"`X'`~-~ ~ >r 5 ALL GROUNDWATER OR GAS MONITORING WELLS SHALL
~ ; , ~ 1~ ~ ~ ~ - . ~~~Q_ f~ f T T F OM A T T ~ i g ~ ~ ~ <~,,,~~~''y BE PRO EC ED R DAM GE BY HE CON RACTOR. _
`I ~ °b.
~ _r',... ! i~f.~_~: ~ ~ ~ i ~ 3t~~ ,fir ~ 6 CONTRACTOR SHALL LOCATE EXISTING SANITARY
9 i - _ ~ ~ , V~YS'5 BYP~SSm~ ~N SEWER FORCE MAIN IN WORK AREA. EXPOSE PIPE
r / L I 1 r ' M1~-1'~ ~ ~ Jt i 50 N ~ ~ ~ law-11 - f ~ ~`~-R~..__`~~-°--- ~ j~, I~ ~ ~ WITOUT DAMAGE IN VICINITY OF PROPOSED f'`"';~- ;~~f,,,~/.~--- ~ ~f,{t ~:~a,~;' ~ ~ _ RELOCATED CHANNEL AND RECORD LOCATION, INVERT
f~,~a ~ ELEVATION AND TYPE OF PIPE. CONTRACTOR TO
t~ ~ I o ~ r 1 . r fi'`'r. / °'d ~ ~ ~ ~-~~~``a~`'~ RELOCATE PIPE AS REQUIRED TO ACCOMMODATE
ORTH ~'0 K r ~ _ f~ ITTLE BR , N H ~ Aso o - , - ~ ' ` / ! ,t"~ ~ ~ ~ PROPOSED RELOCATED STREAM. CONTRACTOR SHALL
-'y , FELTDN~ViLLE ~ f b ~ ° PROTECT EXISTING PIPE FROM DAMAGE DURING ALL
- - , ~ MSN LANDFILL , ._3 , C 'f ~ - - - - ~ ~ R C IT ES INC N HAU i G A ING ~ _ ,f WO K A TIV I LUDI G LNG, R D , faj , ~ a' ~ _ ; , ~ ~t° EXCAVATION, ETC. SEE SECTION 01520 OF THE
SPECIFICATIONS.
~ w~~ I t,LaSED c~ ~ ° ~~~PR XIMATE `L1t~ ~TE`~LIMiT ,,r,r~/f ,r~ , f; ` i'~ ~ '
4 _ ' '~,,Y/J p".~-"--' - ~ ~ , ` , ~ ~r`r~~._. 7 CLOSED LANDFILL UNITS ARE OFF LIMITS TO
~ ~s _.Y.~._m,.®.._e -CONTRACTOR ~ ~ ' > ------~'`~4 CONTRACTOR. SOUTH WAKE LANDFILL IS CURRENTLY
e~ ' / STA5~IN6 AREA ~ ~ ~ ~ r ~o ~ ,~a~ ..n-_~--- ~ UNDER CONSTRUCTION BY OTHERS AND CONTRACTOR . ° ,-'~,,'j'~ ~ ~ ~ ACCESS IS PROHIBITED.
I ''e 1 , 9 ~ ~ ~ fd~~~ ~ 8 CONTRACTOR SHALL RESTORE STAGING AREA AND
, ~ _ E S G ACCESS ROAD FOR., - ~t `"~LL~'"` d f~,~/~ `~r ~ i~ ? ALL ACCESS ROADS USED BY THE CONTRACTOR TO
' L B r ~ ~ CON ACTOR USE I ~ _ ~ ~ ` ~ ~ ~ ~°'j~ ~ ~ ~ ``~~i ~ f` r SAME CONDITION AS ESTABLISHED PRIOR TO
E ( ~ ~ j ~ ~ ~a., ; ~i 1.... CONSTRUCTION.
i~, ~ I r ~ i 111 ~ ~ ~ - ~fr+'
a I ~ ~ fir ~ ~ ,f EXISTING ! ~ I ;~A~r _ ="~---5.~°''' - ~ 9 ALIGNMENTS OF ALL PROPOSED ACCESS ROADS
~ o~ _ , . f CAUSEWAY . ,,_m °~`°''~_``l ~'r'`'~`-~~-,'`~`r ~ t ~ SHALL BE SELECTED TO PROVIDE MINIMUM J ~f`''~~`f~~f~j y..,~--- ~-r .c~,-- ~ j ~ ~ DISTURBANCE DUE TO CLEARING OR EARTHWORK.
- . ~ ~ ~ r..~..-~_,...~,r~,:~ ~ _ ~ ;~r ,P f ROAD ALIGNMENTS SHOWN ARE PRELIMINARY.
~ ~ - it/` ~ ~ _ ~r;~,, _~°1~~~ ~,j--~, ~°~ffp,;;,~~ CONTRACTOR SHALL COORDIANTE PROPOSED
W- ~ f ~ ~ ~ ti~~-.~~.~V4T SApaPIED ,1 r/ ~ ~5~~ F~,% ~ " ~ ~ • ALIGNMENT WITH THE ENGINEER PRIOR TO ~ ` .~.,.,f`.~` ~ ~ ,,`f,,~~`"f//,-~;~°~~'~;:,.,r~, ~ CONSTRUCTI
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a ',BASIN; , ; f ~ . ~.`",y: ~ ~ ~~,~r I. . r:-:~ 3, 4 , ~~y 4 ~ ~ / f ~ 10 CONTRACTOR TO INSTALL SILT FENCE AT PERIMETER ~ _ r °-~..i,~ OF THE LOW ENDS OF STOCKPILES CREATED BY
PR POSED ACCES y ~ f (1~ / f ~ ~ afr ~ w _ ~ A' , • 155 o. ~ ~ R AD SEE NOTE 9 , ' ~ ~ ~ - Qom, ' ~ ~'7~ ~ f~ ---.e r ~ t CONTRACTOR IN EXISTING STOCKPILE AREA.
1 s ~ ~ ~ _.~,'r ~ ~ ~ ~ 1 ¢ _ Yg i CONTRACTOR TO GRADE AND SEED ANY EXISTING OR
IR i l R - ~ ~ ~ ~ ~ ~ " ~ . NEW STOCKPILE USED BY THE CONTRACTOR UPON
XIST SAN ARY I .y ~ ~ ~ ~ ~ COMPLETION OF THE WORK. ,r
' f. i, WER'FORCE°MAIN~.; .CELL H ~ , ~ ~ ~ ~ ~ ~ ~ ° ~ f p'`' ~=f~,~~ ~ 11 CONTRACTOR TO INSTALL A TEMPORARY
SEE N TE 6 > O ~ ~ ~ - r CLOSED ~ ~ + , _ , w.y ~ ~ . E ~ ~ ~ E , 1 E ' `~...4 ~ ,w.Ag,.~~%`~° ~ a ,~r ~ { ~ , ~ CONSTRUCTION ENTRANCE ALONG MAIN ACCESS ROAD
-^""'w-~ ~ ~r ~ o s' 'l~ :°~-w, ~ ~ / ~ v--~-~--~--~---~-' `'~~~~,ry. AT LOCATION DETERMINED BY THE ENGINEER AND THE
t ! / it V . - ~ CJ f ~ a ,~,,r , ~r r ~ J ~ ~ - --~',,,~'f~~ ~ A~~'`~'~~,4~ ~ OWNER, SEE DETAIL 0257701 R, DRAWING D5. - ~ 1 f 1..~d-°"!-~"`. -,h_ ~~~'wr``1 I „~`r~...s'%~ '4 ~,'°,~`"w,- Y ~~f ~~f ~ ~ ~ ~ `m``~",~ ~p a,;~ ~ ar
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1, ,..o ~ . 5;1 ~ ~°`o. ~.....:t. P 3 1 - e r r 1 ! y~ 1 ,.t,'~'`~.
_ ; ~ ~ ~ ~ f~ ~ MW-12 DENOTES GROUNDWATER MONITORING WELL
~ ~ r~ ~ `w,-'d - " O..I° ~ ~ 'y, vy`y Wyk'. ,~*,~".b,r',-'r'r { ~ ~ f, ~ ° f - . \ ~'V~, .:.w0 r~5`~.,. ~S _ r-5 , . ,r'" +~O n l~ , _w+ a _n' d 1 r ~~~.-~~~-_"---~----t ~ F ~,~`~t` J` `~(r j7 {i`~~t`",-~" f(jf {t",~.~___..- ~ `'t~ dp(, ~ ~ 298.7 LOCATION AND IDENTIFYING NUMBER
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RECORD DRAWING
RE RD DRAWIN CO G ~Ag WAKE COUNTY SOL NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
DESIGNED THIS DRAN~NG HAS BEEN MODIFIED ~ BAR ~ OC[
F CT FIELD CHAN s ~ ~ MANAGEMENT D DRAWN PWS TO RE LE GE 0 `r ~ ti ~ 9 EcoSc>:ence :MENT DIVISION sHOwN BELOW H & S JOB 30547 MEASURES ONE NUMBER
REPORTED BY THE CONTRACTOR OR SOUTH WAKE LAP WAKE LANDFILL EXISTING SITE CONDITIONS PLAN INCH LONG ON CONTRACT DRAWING
ANOTHER PARTY, BUT NOT VERIFIED CO oration CHECKED
4 RECORD DRAWING 11 09 JAB BY THE CERTIFYING ENGINEER En i i i - / 3 Environmental g veers & Sc ent sts 3 CONFORMED DRAWINGS 11 07 JAB JAB ~ t>otxayaegs~ee~,sui~etoi THE ORIGINAL NUMBER NUMBER
/ PROD. ENGR. THIS DOCUMENT ORIGINALLY F 4011 WestChase Blvd, Raleigh, North Carolina 27607 Rale~gh,NoRhcazolina276o4 v NGINti~ ~v 2 ADDENDUM N0. 1 10/07 JAB ISSUED FOR CONSTRUCTION D ~ STREAM RESTORE
y o 1 CONSTRUCTION $/07 JAB AND SEALED BY DONALD L. N A. ~ I RESTORATION DRAWING. A C1
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
29100920 11i01A H.A305h7-STREAM-RESTORE\RECORD DRAWINGS\Gen\C09.dwg By,PSELISKER Lost Saved By. pselisker )<REF~

NOTES:
1. EXISTING ACCESS ROADS WILL REQUIRE IMPROVEMENT PRIOR TO USE BY CONTRACTOR.
•-.v..- ~y ~ \ `ti,~ '~.,,--,ems ~ } ~ 2. IT IS THE INTENT OF THESE DRAWINGS THAT ACCESS
~ ~ _ ~ ROADS BE DEVELOPED WITH MINIMUM DISTURBANCE
AND GRADING AND WILL ONLY BE IMPROVED OR
EfJ' ACCES ROAD , ' ~ , ~~1~ ~u ~ ~ ~ ~ .e.-.~- ~ INSTALLED IF NEEDED BY THE CONTRACTOR. ALL
~ ~ e.,...--~ TEMPORARY ACCESS ROADS USED BY CONTRACTOR
t ~ ~ i..~.~ ~ ~ T ~ . e ~ ~ ~ ~ ~ , . - ~ ~y / p{ SHALL BE REMOVED AND STABLIZED AS OUTLINED IN SECTOIN 02910 OF THE SPECIFICATION.
.__ti.~.-- f ~ ~ ~ - ~ --.EXISTING ACCtS~~~ROAD ~FGR ~ ,
_ , tti ~ ~ c ~ ~ , : , . ~ _ ~ CONTRACTOR USE, SEA MUTE 1 s`.~ 3. MAXIMUM WIDTH OF TEMPORARY ACCESS ROADS
/ SHALL BE 15-FT OR AS APPROVED BY THE
NJ"~ ,r` a.; _ a ENGINEER.
. ~ P y _ _ w
- f ~
f - , ~ ~ ;~-PRO OSED ACCESS R AD
.i , , r. ~ 1.l'~~ I ~p°~ ~ i~~
r,
° J!/ ~ LIMIT OF CC { -LIMIT OF CONSERVATIO~~~A,S T, TYP I
c , ~ - . . , ~ -,,e ~ 'Yrwr ~ ~ ~ ~ ~ x" , ~ ~ '
r
W~ ~ ~ ~ ~ _ I y+y4
~ ~I ~ ~.,1'~ 1 ~ ~ ~ ~ ~ ~ ~ jjS ~ I '
~ k~l ~ + ® ~ YfIIAB ~I,;
, t. , A,~~ , . ~ ~ 11 ~ ~ ~ u , ~ ~ ~ ~
t/'~ J~ CI==-~ ~ a
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~
AN REA NO RACTOR ACCESS ~ / LL'``.~ ,r°'W' ~ 4
~ ~,~q ~.~m
I OPO D TEMPORARY ACCE OAD k ' T ~
`x'`94 ~ ~ ,r-`~----~
~
~ } - ~ " 4. ~ ' `PROPOSED TEMPQR`A~Y A ESS
1 ~ ROAD FROM SOIL OC1~('ILE AREA
1 I ~ ~ a., SEE DWG C1 ~ ~4?~~`-"' - ~ ,n _
c r~ ~ ~t E o t I ~
t" ilj~`°m~nm_ iFR e ~ ~ 0, ~
4 ~
~ SHEET LAYOUT PLAN ~
;
1 =200
CONSTRUCTION SE UENCING
1. VERIFY THE LIMITS OF DISTURBANCE AND VERIFY AND MARK SITE ACCESS. 8. FOLLOWING STAKE-OUT, STREAM CONSTRUCTION SHALL PROCEED IN THE UPSTREAM DIRECTION BEGINNING ~AT THE CONFLUENCE WITH THE EXISTING STREAM TO APPROXIMATELY STATION 30+75 AND APPROXIMATELY STATION 30+25 TO ~HE 13. THE CONTRACTOR SHALL STAKE OUT THE SMALL TRIBUTARY CHANNELS (B, C, D) AND CLEAR ALIGNMENT ONLY AS +25 TO NECESSARY TO COMPLETE CONSTRUCTION. PROFILE ELEVATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER.
2. INSTALL TEMPORARY EROSION CONTROL MEASURES PRIOR TO COMMENCEMENT OF LAND DISTURBANCE ACTIVITIES. 27+00. STREAM CHANNEL CONSTRUCTION SHALL CONSIST OF CHANNEL EXCAVATION., CHANNEL SUBSTRATE COMPLETE STREAM CHANNEL CONSTRUCTION AND STABILIZE ALL DISTURBED AREAS. THE PUMP AROUND OPERATION
SILT FENCE SHALL BE PLACED ALONG THE EDGE OF CLEARING LIMITS BETWEEN THE EXISTING AND PROPOSED INSTALLATION, AND INSTALLATION OF COIR FIBER MATTING AS SHOWN ON THE DRAWINGS. CONSTRUC110N SHALL LL WILL BE DISCONTINUED, ALLOWING THE STREAM DIVERSION TO PROCEED. ALL MATERIALS ASSOCIATED WITH THE PUMP
STREAM CHANNEL. SILT FENCES SHALL BE PLACED BY HAND AS NECESSARY TO AVOID DAMAGE TO EXISTING PROCEED IN THE DRY, WITH WATER FLOW REMAINING IN THE EXISTING CHANNEL. CONTRACTOR SHALL IMMEDIATELY i•ELY AROUND OPERATIONS SHALL BE PROPERLY DISPOSED OFF-SITE.
TREES SCARIFY, SEED AND MULCH ALL DISTURBED AREAS. THE FLOODPLAIN SHALL BE COMPLETELY STABILIZED WITH
VEGETATIVE COVER PRIOR TO CHANNEL DIVERSION. 14. USING RESTRICTED ACCESS POINTS THE REMAINING SECTIONS OF THE OLD CHANNEL SHALL BE PLUGGED AT LOCATIONS
3. INSTALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING BASINS, AND CONSTRUCT TEMPORARY BYPASS ROAD SEE DRAWING G6 9. ACCESS FOR THE REMAINING A-CHANNEL CONSTRUC110N WORK SHALL BE RESTRICTED TO THE ENTRY POINTS SHOWN IN THE PLANS, WITH THE REMAINING SECTIONS TO BE BACKFILLED.
( ) DESIGNATED ON THE DRAWINGS. CLEAR AND GRUB ONLY AS NEEDED THE CLEARING LIMITS FROM APPROXIMATELY ELY 15. INSTALL ALL TREE AND SHRUB SPECIMENS. PLANTINGS SHALL FOLLOW THE SPECIFICATIONS AS OUTLINED ON THE
4. BEGIN WORK ON THE A-CHANNEL. LOCATE CLEARING LIMITS ASSOCIATED WITH FLOODPLAIN GRADING AND ACCESS STATION 27+50 TO 18+50 AND APPROXIMATELY STATION 17+80 TO 1+60 SO AS TO COMPLETE THE JOB IN AN ~ PLANTING PLAN AND SHALL BE SUPERVISED BY A CERTIFIED FORESTER OR SIMILAR.
POINTS. CLEARING LIMITS TO BE APPROVED BY THE ENGINEER PRIOR TO CLEARING. A TEMPORARY CROSSING OF EFFICIENT MANOR AND AS DIRECTED BY THE ENGINEER. LARGE TREES, PARTICULARLY THOSE GREATER THAN ONE (1) DNE (1)
THE EXISTING CHANNEL WILL BE PLACED AT APPROXIMATELY STATION 42+50, OR AT LOCATION SELECTED BY THE FOOT IN DIAMETER SHALL BE PROTECTED TO THE EXTENT PRACTICAL. THE ENGINEER SHALL BE PRESENT DURING ING
CONTRACTOR AND APPROVED BY THE ENGINEER. DOWNSTREAM OF THE PROPOSED -A- CHANNEL ALIGNMENT'S CLEARING OPERATIONS TO VERIFY AND APPROVE TREE REMOVAL. STUMPS AND ROOTS SHALL REMAIN IN-PLACE WHEN ~E WHEN
CONFLUENCE WITH THE EXISTING CHANNEL, CLEAR AND GRUB THE ENTIRE FLOODPLAIN. IN FLOODPLAIN AREAS POSSIBLE. GRUBBING SHALL ONLY BE REQUIRED IN CHANNEL EXCAVATION AND SPOIL PILE AREAS. AS DIRECTED BY THE ENGINEER, VEGETATION DEBRIS MAY BE PARTIALLY SCATTERED AROUND THE SITE TO INCREASE OPPORTUNITIES fED BY
UPSTREAM OF THE PROPOSED -A- CHANNEL ALIGNMENT S CONFLUENCE WITH THE EXISTING CHANNEL, CLEAR AND ITIES
GRUB THE FLOODPLAIN EXCEPT FORA 10-FOOT STRIP IMMEDIATELY ADJACENT TO THE EXISTING CHANNEL. ALL FOR WILDLIFE HABITAT. DEBRIS WILL BE REMOVED BY THE CONTRACTOR OR SCATTERED ON THE FLOODPLAIN AS DIRECTED BY THE
ENGINEER. 10.EXGAVATE FLOODPLAIN BENCH FROM APPROXIMATELY STATION 1+60 TO 6+00, AS SHOWN ON PLANS AND PER THE THE
DIRECTION OF THE ENGINEER. THE CONTRACTOR SHALL STAKE OUT THE REMAINING CHANNEL ALIGNMENT AND
COMPLETE ALL STREAM CONSTRUCTION ACTIVITIES. 5. EXCAVATION OF THE FLOODPLAIN AREA SHALL BEGIN AT THE DOWNSTREAM TERMINUS AND PROCEED IN THE
UPSTREAM DIRECTION. REMOVE ALL TOPSOIL TO A DEPTH OF 12 TO 18-INCHES AND STOCKPILE AT DESIGNATED
LOCATION. 11. FOLLOWING THE COMPLETION AND STABILIZATION OF THE A-CHANNEL INSTALL CHANNEL PLUG AT APPROXIMATELY STATION 31+00. INSTALL PUMP AROUND AND DIVERT WATER TO NEW CHANNEL. INSTALL REMAINING PLUGS AND FILL :LY ,ND FILL
6. EXCAVATE FLOODPLAN AREA TO ELEVATIONS SHOWN ON THE DRAWINGS AND PROVIDE UNDERCUT TO ALLOW THE OLD CHANNEL DOWNSTREAM. COMPLETE ALL GRADING WORK INCLUDING THE CONSTRUCTION OF THE E-CHANNEL. IANNEL.
_ _ CONSTRUCT CHANNEL CONNECTION BETWEEN APPROXIMATELY STATION 30+25 AND 31+75 AND STABILIZE. INSTALL RE APPLICATION OF TOPSOIL TO A DEPTH OF 12 INCHES OVER ENTIRE FLOODPLAIN. IN GRADED FLOODPLAIN TALL
AREAS UPSTREAM OF THE PROPOSED -A- CHANNELS ALIGNMENT WITH THE EXISTING CHANNEL MAINTAIN A DITCH PLUG AT APPROXIMATELY STAl10N 3+00 AND DIVERT FLOW INTO NEW CHANNEL.
10-FOOT STRIP OF UNEXCAVATED MATERIAL BETWEEN THE EXISTING CHANNEL AND EXCAVATED ~FLOODPLAIN.
12. INSTALL CHANNEL PLUG IMMEDIATELY DOWNSTREAM OF THE PROPOSED B-CHANNEL. USE PUMP AROUND OPERATION ATION
7. BETWEEN APPROXLMATE STATION 42+70 AND 49+28 THE BANKS ALONG THE EXISTING CHANNEL SHALL BE TO DIVERT FLOW FROM THE B-CHANNEL INTO THE A-CHANNEL. USE PUMP AND SPECIAL STILLING BASIN TO ' COMPLETELY DEWATER EXISTING CHANNEL BELOW PLUG. ONCE THE CHANNEL IS DRY, INSTALL THE REMAINING
GRADED TO A 2:1 (HORIZONTAL/VERTLCAL) SLOPE. AT THE END OF EACH DAY THE CONTRACTOR SHALL INSTALL CHANNEL PLUGS AND BACKFILL APPROPRIATE CHANNEL SECTION. USE EXCAVATED MATERIAL FROM CHANNEL AND 4ND
COIR FIBER MATTING ALONG THE CHANNEL BANK AND ALONG THE FLOODPLAIN CUT COMPLETED THAT DAY. SILT FLOODPLAiN EXCAVATION AND EXISTING SIDE-CAST MATERIAL TO BACKFILL OLD CHANNEL. FENCE TO BE PLACED AT THE TOP OF CHANNEL BANK OUTSIDE OF THE COIR FIBER MATTING TO CAPTURE '
SEDIMENT AT THE LOWER END OF FLOODPLAIN. REMOVE TEMPORARY CROSSING AND STABILIZE. CONTRACTOR
SHALL IMMEDIATELY SEED AND MULCH ALL DISTURBED AREAS.
200 100 0 200'
1 "=200'-0°
RECORD DRAWING
RECORD DRAWING Esc WAKE COUNTY SOl DESIGNED ~ ~ 0 NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
THIS DRAWING HAS BEEN MODIFIED ~ ~ ~ /
~ MANAGEMENT D DRAWN PWS TO REFLECT FIELD CHANGES EcoSclence :MENT DIVISION SHOWN BELOW H & S JOB STREAM RESTORATION MEASURES ONE NUMBER 30547
REPORTED BY THE CONTRACTOR OR ~ SOUTH WAKE LAP ANOTHER PARTY BUT NOT VERIFIED CO oration WAKE LANDFILL INCH LONG ON
CHECKED BY THE CERTIFYING ENGINEER 193 ~ Environmental Engineers & Scientists GENERAL CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
3 RECORD DRAWING 11 09 JAB ~Ag F - riot xayne5 sweet, suite toT PROD. ENGR, N 4011 WestChase Bivd, Ralei h, Norfh Carolina 27607 Ralei North Carolina276o4
THIS DOCUMENT ORIGINALLY v GINS `~c, 9 2 CONFORMED DRAWINGS 11 07 JAB ~ J I ISSUED FOR CONSTRUCTION y o STREAM RESTORE
N 8 1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L >q• I RESTORATION SHEET LAYOUT AND CONSTRUCTION SEQUENCE DRAWING. A C2
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H tk S FLAT FILE N0.
20100920 11:01A H:A30547-STREAM-RESTORE\RECOR~ DRAWINGS\Gen\CO2.dwg By.PSELISKER Lost Saved By. pselisker XREEs=

i i Jp ~
1 ~ I ~ ~ ~ NOTES:
_ _ W~. - o k s _ = :~m~ = _ fir- ~ / _ - P
~ f ~-e-, ~ , 1 ~ o ~ ~ " t
~ ~

` u~,- ~J 41 ~ ~ ~d
~ 3 ~ ~ , . ~
°t S~+ , ti ~ \ 4 ~ ~ ~ 4
6~ ~ ~r_-~, l ~ ~ ` tA.'0 `s s ~ ~ ' h ~ . ~ ~
3 ~ ~ ~ r, 6 q 32 ox6~ ~
V o 8 k ~ ~ 38 0 ~
7s o • ~ ~ 22 ~ a, 2 ~ ° o0
• g o ° << o ~ ~ ~0 44
5 ~ ~ ~~.t 27 28 10 14 21
0 0 ~ ~ 0 26 N
15 x ~ o. ~ ~ ~ 2
~ w ~ 6 ° o ~ o° ° p o.
36 ~ ~ ~ ~ iv
c~ x o o 20 ~ ~ 30 31 37 ~ +
• _ - ~
~ w 35 ~ ~ o ty 1 ~ ~~i, ~
a 18 r
• ~ 1 y fr 19 1
~ 23 13 ~ ~ l f ~ i & rri 4 ~ (¢(¢(¢(¢4~ ~ ~ I $ ~ ~ ~ ~ ~ ~ sf ~6~
~
%1 , ~ ~ 6 f ' a,,"~ ~ --1 r ~ € ~ i
~ ~ j,, ~ r (

~ ~ ~ yj
~ f I 250
1 CHANNEL B ~ `
~ r ~ 8 ` 23
242 251 4 24 ~ , 2 ~ 24 255 i I p
240 d v
243 2 7 239 ~ ~ I ~ j
237 ! ~ 1
260 ~{p
• 236 0 261 I ~ r ~ A j 2
249 i I , 235 241 245 ~ a I I
53 ~ ` 263 ~ r ~
- 246 ~ _ f CHAN,,~L C GHANN ~:m~ 'yam 11 9
247 258 262 ~ I !
~E~ w , 25 0 I ~"ro 1
9q€ {
a
~ , 266,.- ~ 114 ¢ ~ ~ 112
~ - _ ~ 265. ~ - _ ~ 111 ~ 12 2 121 - F T~ P ~ S
B~ 106
NN A i CHA 267 ~a t'f m
116 ^ ~ 123, 268 ~
z , ~ p
~ 0 49~ 107 i1 ~ 124 ~ N ~ ~ o J p r D
U ti I i o ~ ~ ti 54 ~ ~ , +
x .108 ~ r ~ 72 a o ~ ~ 73 77 73 77 _ ~ ~ w 78 ~ ~ +
43 • ~ ,.1 ~ _ -
109 113 115 75 0 55 ~ti co a, x _ 75 0 ~ 79 i o a
°ti 65 o X ~ k~ 67 N ' r O
o 00 60 • ~ - 309 83 w N ~~'`"~v ~ 89
oa o ~ 61 8~r 0 120 0 ' , o ,n SZ k9Z D' rn ~ ~ ; ~ ~ ~ ~ ook~~ 84
~ ~ ~ ~b~.~~--~-85
~ ~ ~ ~ ~ ~ . 47 ~
50 i , ' ~ o o. _ ~ 'l~jr;~ Q 68 ,f 310 76 308 ° ~
46 + s ~ ,~~~tf~ 30 ~ ~ . o e
45 51 ~ ~ 64 71 ~~~~a~ 74 306 80
52 ~ ~ 125 .v~~°=~~ 302 56 ^'h ~ 307 _ '
63 ~ 69 - 57 59 62 305 ~ k
4 81 ~ `
.J" .Y - ) r ~ ~ , , ` ~y',, 01 , m 82 ~
,P, ~ ~ 300
~
<s-
~-CHANNEL E
101 + f
ao ~ 95 1 ~ 9 ~ ~ 9
. ~ ~ 96 102
90 N ~ H ko~ oaX
~ o 04 103 ;r~ (~j ` / O
0 0°~
~ W o ~ ~ ~i
Z ~
J ~ ~ o
98 / v ~
Q 9 100 4,
- _ . , 'i, f ~ _ -I X6°.1' i ~
Y~ ~ mss' ~ '"r . f \ ~ ' _ ~P '
88 w.~
RECORD DRAWING
DRAW N RECORD I G Esc WAKE COUNTY SOL DESIGNED A N EAR NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
THIS DRAWING H S BEE MODIFIED 0 ~ , :MENT DIVISION SHOwN BELOW H & S JOB
TO REFLECT FIELD CHANGES o MANAGEMENT D DRAWN PW~ F 0 ~ o N ~COSC1C11Ce REPORTED BY THE CONTRACTOR OR ~ STREAM RESTORATION MEASURES ONE NUMBER 30547
SOUTH WAKE LAP ANOTHER PARTY, BUT NOT VERIFIED C0 Orat1011 WAKE LANDFILL INCH LONG ON CONTRACT DRAWING
CHECKED BY THE CERTIFYING ENGINEER g g Environmental Engineers & Scientists - GENERAL THE ORIGINAL NUMBER NUMBER
3 RECORD DRAWING 11 09 JAB JAB ~ T loT xayn~ sveei, swie ToT ~ PROJ. ENGR. THIS. DOCUMENT ORIGINALLY F ~ 401f WestChose Blvd, Raleigh, North Carolina 27607 Rafeigh,Northcazolina276oa
1 v NGINE w 2 CONFORMED DRAWINGS 1/07 JAB ISSUED FOR CONSTRUCTION D J STREAM RESTORE I RESTORATION STREAM STAKING PLAN DRAWING. A C3
y o 1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L. N A • ~
CORDELL, SEAL NUMBER 8397 NO. ISSUED FOR DATE BY APPROVED H & S FLAT FILE N0.
20100920 11:OtA H:A305h7-STREAM-RESTORE~REOORO DRAWINGS\Gen~C03.tlwg By.PSELISKER Last 5aued By. pselisker RREFs= H:\30547-STREAM-RESTORE\00\SP-Staking

bot. riffle/run n 2930.00 266.4 NOTES:
North Fork top pool
2945.00 264.9
Proposed Profile
~ glide 3005.00 264.8
riffles 25 ft. depth top pool 1515 00 269.4 bot. pool/top glide
pools: 4.0 ft. depth bot. pool/top glide 1560.00 269.3 top riffle 3020.00 266.3
top riffle 1576.00 270.8 bot. rifflejrun n 3065.00 266.0
Proposed bot. riffle/run 1610.00 270.7 top pool 3080,00 264.5
Feature Station Bed Elevation top pool 1625.00 269.2 bot. pool/top glide ~ glide 3115.00 264.4
bot. pool/top glide 1660.00 269.1 top riffle 3130.00 265.8
top riffle 1b82.00 270.b bot. riffle/run n 3170.00 265.5
existing channel app. 271.0 bot. riffle/run 1730.00 270.4 top pool 3182.00 264.0
~ glide 3215.00 263.9
bot. pool/top glide 330.00 271.0 top pool 1745.00 26g,g bot. pool/top glide
top riffle 346.00 272.8 bot. pool/top glide 1780.00 268.8 top riffle
3229.00 265.3
bot. rifle/run 396.00 272.6 top riffle 1795.00 270.3 bot. riffle/run n 3280.00 265.0
top pool 415.00 271.1 bot. riffle/run 1840.00 270.1 top pool 3295.00 263.4
bot. pool/top glide 465.00 271.0 top pool 1855.00 268.6 bot. pool/top glide ~ glide 3350.00 263.3
top riffle 479.00 272.5 bot. pool/top glide 1895.00 268.5 top riffle 3372.00 264.8
bot. riffle/run 534.00 272.3 top riffle 1913.00 269.9 bot. riffle/run n 3416.00 264.5
top pool 550.00 270.8 bot. riffle/run 1973.00 269.6 top pool 3432.00 263.0
bot. pool/top glide 605.00 270.7 top pool 1990.00 268.1 bot. pool/top glide ~ glide 3484.00 262.9
top riffle 620.00 272.2 bot. pool/top glide 2055.00 268.0 top riffle 3500.00 264.2
bot.riffle/run 672.00 272.1 top riffle 2070.00 269.5 bot. riffle/run n 3540.00 263.9
top pool 690.00 270.6 bot. riffle/run 2120.00 ?_69.3 top pool 3555.00 262.4
bot. pool/top glide 740.00 270.5 top pool 2135.00 267.8 bot. pool/top glide ~ glide 3605.00 262.3
top riffle 756.00 272.0 bot. pool/top glide 2165.00 267.7 top riffle 3620.00 263.7
bot. riffle/run 804.00 271.9 top riffle 2200.00 269.0 bot. riffle/run n 3660.00 263.4
top pool 830.00 270.4 bot. riffle/run 2240.00 268.8 top pool 3675.00 262.0
bot. pool/top glide gg0.00 270.3 top pool 2255.00 267.3 bot. pool/top glide ~ glide 3725,00 261.9
top riffle 906.00 271.8 bot. pool/top glide ?795.0 267.2 top riffle 3740.00 263.2
bot. riffle/run 959.00 271.7 top riffle 2300.00 268.6 bot. riffle/run n 3770.00 263,0
top pool 980.00 270.2 bot. riffle/run 2340.00 268.4 top. pool 3785.00 261.5
~ glide 3820.00 261.4
bot. pool/top glide 1045.00 270.1 top pool 2350.00 266.9 bot. pool/top glide
top riffle 1070.00 271.7 bot. pool/top glide 2380.00 266.8 top riffle 3835.00 262.9
bot. riffle/run 1115.00 271.6 top riffle 2395.00 268.3 bot. riffle/run n 3865.00 262.7
top pool 1135.00 270.1 bot. riffle/run 2425.00 268.1 top pool 3880.00 2 61.4
bot. pool/top glide 1175.00 270.0 top pool 2440.00 266.6 bot. pool/top glide ~ glide 3900.00 261.3
top riffle 1190.00 271.5 bot. pool/top glide 2475.00 266.5 top riffle 3910.00 262.6
bot. riffle/run 1230.00 271.4 top riffle 2490.00 268.0 bot. riffle/run n 3945.00 262.4
top pool 1245.00 269.9 bot. riffle/run 2520.00 267.8 tep pool 3960.00 261.0
bot. pool/top glide 1270.00 269.8 top pool 2535.00 266.3 bot. pooljtop glide ~ glide 3990.00 260.9
top riffle 1285.00 271.4 bot. pool/top glide 2580.00 266.2 tip riffle 4000.00 262.3
bot. riffle/run 1320.00 271.3 top riffle 2596.00 267.6 bot. riffle/run n 4025.00 262.1
top pool 1335.00 269.7 bot. riffle/run 2640.00 267.4 top pool 4040,00 260.6
bot. pool/top glide 1360.00 269.6 top pool 2655.00 265.9 bot. pool/top glide ~ glide 4070.00 260.5
top riffle 1373.00 271.1 bot. pool/top glide 2735.00 265.8 top riffle 4081.00 262.0
bet. riffle/run 1405.00 271.0 top riffle 2755.00 267.0 bot. riffle/run n 4125.00 261.9
top pool 1420.00 269.5 bot. riffle/run 2801.00 2.66.8 top ,pool
4140.00 260.4
bot. pool/top glide 1450.00 269.4 top pool 2815.00 265.3 bot. pool/top glide ~ glide 4175.00 260.3
top riffle 1465.00 271.0 bot. pool/top glide 2875.00 265.2 top riffle 4191.00 261.7
bot. riffle/run 1500.00 270.9 top riffle 2890.00 266.7 bot. riffle/run n 4230.00 261,6
tie-in with
existing ch. 261.55
RECORD DRAWING
oESicNEO Esc RECORD DRAWING ~~N FARO!/ WAKE COUNTY SO THIS DRAN7NG HAS BEEN MODIFIED NTY SOLI ® WASTE THE SCALE BAR DATE AUGUST 2007
=MENT D11/ISION STREAM RESTORATION SHOWN BELOW H & S JOB 30547
DRAWN PWS TO REFLECT FIELD CHANGES O f ~ ~L MANAGEMENT D REPORTED BY THE CONTRACTOR OR ~ 9 EcoScience SOUTH WAKE LA CHECKE~~ ANOTHER PARTY, BUT NOT VERIFIED HAZEN AND SAWYER Corporation MEASURES ONE NUMBER
WAKE LANDFILL GENERAL INCH LONG oN CONTRACT DRAWING
BY THE CERTIFYING ENGINEER 3 / Environmental Engineers & Scientists THE ORIGINAL NUMBER NUMBER
3 RECORD DRAWING 11 09 JAB JAB - ~~o~xav~~sse«ss~~~~o~ PROJ. ENGR. THIS DOCUMENT ORIGINALLY F aa~i westchase arod, Raleigh, Norfh Caroilno 27607 a,ie;~p, NOnn c~oi~z~ea
"~'"E`~ STREAM RESTOR 2 CONFORMm DRAWINGS 11/07 JAB ISSUED FOR CONSTRUCTION O J I RESTORATION RIFFLE AND POOL DATA °RAWING. 1 A C4
1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L yN A 0~
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
20100920 11:01A H:\30547-SiPEAN-RESTORE\RECORU ORAlNNGS\Gen\Cb4.tlwq By P5ELI5KER Losl Sowtl By pselisk¢r %REFS=

NOTES:
STAKING TABLE CHANNEL A STAKING TABLE CHANNEL A STAKING TABLE CHANNEL A STAKING TABLE CHANNEL B STAKING TABLE (CHANNEL C) STAKING TABLE (CHANNEL E)
POINT # NORTHING FASTING DESCRIPTION POINT # NORTHING FASTING DESCRIPTION POINT # NORTHING FASTING DESCRIPTION POINT # NORTHING FASTING DESCRIPTION fi~Dt~(IT N19~1f4-TtP116G FASTING CIATi1mN POINT # NORTHING FASTING DESCRIPTION
1 703293.25 2043164.24 RAD PT 21 702699.48 2042764.33 CL PT 41 702228,36 2042566.05 CL PT 235 701943.02 2042509.13 RAD PT ' R-18 R-18' 106 701689.87 2042146.44 RAD PT R-12' 300 701486.77 2041784.03 RAD PT R_10'
2 703232.67 2043233,48 CL PT 22 702649.97 2042756,57 RAD PT 42 702193.38 2042506.13 CL PT 236 701953.18 2042523.99 CL PT 107 701701.30 2042150.09 CL PT 341 701492.60 2041792.14 CL PT
3 743201.40 2043169.41 CL PT 23 702694.51 2042745.07 CL PT 43 702133.84 2042446.98 RAD PT 237 701932.77 2042523.93 CL PT 108 701695.82 2042136.02 CL PT 302 701480.49 2041791.81 CL PT
4 703140,71 2043123.36 RAD PT 24 702639.52 2042711,77 CL PT 44 702191.82 2042445.49 CL PT 238 701903,46 2042525.54 RAD PT R-18~ R-18' 109 701687.03 2042117.18 RAD PT R_12' 303 701472.67 2041798.35 RAD PT R-10'
5 703198.62 2043120.10 CL PT 25 7,02601,43 2042685.74 RAD PT 45 702114,86 2042392,18 CL PT 239 701913.71 2042510,74 CL PT 110 701681.07 2042127.59 CL PT 304 701478.95 2041790.57 CL PT
6 703145,27 2043065.54 CL PT 26 702609.15 2042718.85 CL PT 46 702072,58 2042345.44 RAD PT 240 701905.76 2042507.69 CL PT 111 701675.21 2042119.28 CL PT 305 701465.66 2041791.22 CL PT
7 703095.36 2043003.43 RAD PT 27 702569.27 2042696.79 CL PT 47 702091.57 2042400.24 CL PT 241 701889,80 2042487.48 RAD PT R_18' R_1 g' 112 701654.19 2042103.95 RAD PT R_1 g' 306 701454.79 2041787.88 RAD PT R-10'
8 703090.81 2043061.25 CL PT 28 702527.03 2042684.63 RAD PT 48 702015.87 2042357.57 CL PT 242 701887.51 2042505,34 CL PT 113 701671.91 2042100.79 CL PT 307 701461.81 2041795.01 CL PT
9 703037.37 2043003.55 CL PT 29 702561.08 2042672.93 CL PT 49 701948.97 2042341.23 RAD PT 243 701872.36 2042491.92 CL PT 114 701658.29 2042086.42 CL PT 308 701454.24 2041797.87 CL PT
10 702987.25 2042952.00 RAD PT 30 702501.34 2042659.41 CL PT 50 702009,60 2042328.26 CL PT 244 701840.57 2042488.65 RAD PT R-30~ R-30' 115 701648.57 2042065.66 RAD PT R_18' 309 701444.30 2041811.33 RAD PT R-14'
11 703037.25 2042951.89 CL PT 31 702461,40 2042651.56 RAD PT 51 701956.05 2042279.64 CL PT 245 701869.fi4 2042481,25 CL PT 116 701644.47 2042083.19 CL PT 310 701445.08 2041797.35 CL PT
12 702981,48 2042902.34 CL PT 32 702485,66 2042615.38 CL PT 52 701944.82 2042233.05 RAD PT 246 701836.88 2042458.88 CL PT 117 701631.31 2042060.55 CL PT 311 701432.07 2041804.51 CL PT
13 702927.26 2042850.25 RAD PT 33 702427.45 2042649.72 CL PT 53 701939.68 2042277.75 CL PT 247 701826.08 2042442.08 RAD PT ' R-18 R-18'
14 702933.95 2442907.86 CL PT 34 702386.93 2042621.26 RAD PT 54 701900.32 204222fi.36 CL PT 248 701828,29 2042459.94 CL PT
15 702869.44 2042845,69 CL PT 35 702428.87 2042623.54 CL PT 55 701867.12 2042205.03 RAD PT 249 701808.24 2042444.48 CL PT
16 702825.77 2442788,76 RAD PT 36 702374.82 2042581.05 CL PT 56 701902.72 2042210,38 CL PT 250 701778.06 2042445.18 RAD PT ' R-30 R-30'
17 102873.62 2042792.53 CL PT 37 702303.73 2042527.27 RAD PT 57 701848,91 2042173,97 CL PT 251 701807.80 2042441.18 CL PT
18 702786.68 2042760.91 CL PT 38 702324.50 2042596.21 CL PT 58 701822.22 2042151.36 RAD PT 252 701780,61 2042415,29 CL PT
19 702740.15 2042753.83 RAD PT 39 702266J3 2042589,04 CL PT 59 701838.92 2042179.83 CL PT 253 701769.78 2042399.31 RAD PT R-15~ STAKING TABLE (CHANNEL D)
R-15'
20 702774.36. 2042778.20 GL PT 40 702265.36 2042504.28 RAD PT 60 701793.42 2042135,26 CL PT 254 701768,51 2042414.26 CL PT POINT # NORTHING FASTING DESCRIPTION
255 701755,36 2042403.44 CL PT 118 701568.83 2042009.47 RAD PT R-12'
256 701738,23 2042387,23 RAD PT R-12' R-12' 119 701576.54 2042018.66 CL PT
257 701749.77 2042383.92 CL PT STAKING TABLE CHANNEL A STAKING TABLE CHANNEL A STAKING TABLE CHANNEL A 120 701579.43 2042003.85 CL PT
258 701744.92 2042377.27 CL PT 121 701582.07 2041983.21 RAD PT R-12~
POINT # NORTHING FASTING DESCRIPTION POINT # NORTHING FASTING DESCRIPTION POINT # NORTHING FASTING DESCRIPTION
259 701735,42 2042356.43 RAD PT R-12 R-12' 122 701571.47 2041988.83 CL PT
61 701758.99 2042086,19 RAD PT 81 701302.64 2041663,50 CL PT 101 700924,03 2041407.71 CL PT 260 701728.73 2042366.40 CL PT
62 701806,12 2042112,55 CL PT 82 701277.58 2041615.fi1 RAD PT 102 700887,63 2041362.11 CL PT 261 701724.15 2042352.32 CL PT 123 701570.97 2041978.67 CL PT
124 701561.41 2041954.48 RAD PT R-18'
63 701738.85 2042036.09 CL PT 83 701282.20 2041665,39 CL PT 103 700862.67 2041318.11 RAD PT 262 701738,72 2042347.39 RAD PT R-12 R-12' 125 701578.07 2041961.29 CL PT
64 709678,01 2042008.81 RAD PT 84 701229.57 2041601.66 CL PT 104 700900,05 2041337.86 CL PT 263 701727.44 2042343,28 CL PT
126 701574.24 2041941.86 CL PT
65 701695.90 2042053.35 CL PT 85 701203.45 2041566.10 RAD PT 105 700893,50 2041290.18 CL PT 264 701736.30 2042335.64 CL PT
66 701630.02 2042010,04 CL PT 86 701237.06 2041575,87 CL PT , 265 701742.57 2042320.06 RAD PT R-14 R-14'
67 701.569.21 2041979.32 RAD PT 87 701176,60 2041543.64 CL PT 266 701745.39 2042333.77 CL PT
68 701629.19 2041977,78 CL PT 88 701141.42 2041529,60 RAD PT 267 701756,07 2042316,36 CL PT
69 709562.14 2041919.74 CL PT 89 701169.03 2041552,70 CL PT
268 701767,99 2042306.88 RAD PT R-14 R-14'
70 701518.18 2041880.65 RAD PT 90 701105,53 2041532,45 CL PT 269 701754.49 2042310,57 CL PT
71 701523.37 2041924.34 CL PT 91 701064.97 2041526.94 RAD PT
270 701754.77 2042302.25 CL PT
72 701474,46 2041$$5.57 CL PT 92 701104,84 2041523,77 CL PT
73 701432.87 2041855.83 RAD PT 93 701061.30 2041487.11 CL PT
74 701470.63 2041851.58 CL PT 94 701035.56 2041453,33 RAD PT
75 701427,74 2041818.18 CL PT 95 701038.86 2041489.18 CL PT
76 701371.66 2041781.41 RAD PT 96 700999.80 2041449.19 GL PT
77 701377.60 2041825,01 CL PT 97 700967,60 2041431.66 RAD PT
78 701330.87 2041764,91 CL PT 98 701001,37 2041435,57 CL PT
79 701306,79 2041707,31 RAD PT 99 700959.18 2041398J2 CL PT
80 701347,50 2041723,$1 CL PT 100 700916.10 2041376J0 RAD PT
REGORD DRAWING
RE RD DRA CO W NG Esc WAKE COUNTY SOL DESIGNED TH RAWI A BAR NTY SOLI ® WASTE THE SCALE BAR DATE AUGUST 2007
IS D NG H S BEEN MODIFIED O ~ ~
TO REFLECT FIELD CHANGES MANAGEMENT DRAWN P S E 1 EcoSclence :MENT D11/ISION STREAM RESTORATION SHOWN BELOW H & S JOB 30547 MEASURES ONE NUMBER
REPORTED BY THE CONTRACTOR OR ~ SOUTH WAKE LAP ANOTHER PARTY, BUT NOT VERIFIED CO OTatlon WAKE LANDFILL GENERAL INCH LONG ON CONTRACT DRAWING
CHECKED BY THE CERTIFYING ENGINEER Environmental En ineers & Scientists
19 1o g 1101 Haynes Street, Suite 101 3 RECORD DRAIMNG 11/09 JAB PROJ. ENGR. ~AB THIS DOCUMENT ORIGINALLY ~ 4011 WestChose Blvd, Raleigh, Norfh Carolina 27607 xalei ,NorthcaruHna27604 THE ORIGINAL NUMBER NUMBER
FNGIN ~ 4v 2 CONFORMED DRAWINGS 11 D7 JAB ~ - / ISSUED FOR CONSTRUCTION D J
STREAM RESTORE tiN 0 1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L, A. ~ I RESTORATION STREAM STAKING DATA DRAWING. 1 A C5
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
20100920 11:OtA H:\30547-STREAM-RESTORE\RECORD DRAWINGS\Gen\C05.dwg By.PSELISKER Last Saved By. pselisker XREEs=

W bkf
RUN RUN POOL GLIDE RIFFLE RUN POOL GLIDE RIFFLE

COIR FlBER
MATTING WATER
SURFACE
__~_ELEVATION__
SEE 9 -
1 D3 1 w
1 1 0 - -
1° BED MATERIAL
NOTES:
Wbot 1. UNDERCUT CHANNEL BOTTOM A DEPTH OF 1-FT AND 0= ~
REPLACE WITH BED MATERIAL. SEE SECTION 02200 OF
SPECIFICATIONS FOR DESCRIPTION. BOTTOM OF TOM OF
- CHANNEL NNEL POOL TO POOL SPACING
(VARIES)
W bkf PROFILE
COIR FlBER
MATTING
DESIGN •N
4 SEE 4 9 ~ 1 CHANNEL NEL TOP OF
D3 f RIFFLE
1 1 ~
L
1 1 0 ~ ~ ~ RIOFFLEF
s 1' BED MATERIAL ~ ~ V
Wbot i ~ ~ pops. GCIpE ~ BOTTOM ~ 4~
OF RIFFLE
- - - \
~F , ~ `mow
V jv BOTTOM
tom' OF RIFFLE ~
\V
W 001 ~ ` ~ P LAIC RUN PpO~"
51..
0 ~ENo~N p OOL
COIR FIBER TYPICAL RELOCATED CHANNEL PLAN AND PROFILE
MATTING
DETAIL 2
SEE 1 9 NTS G1
2 'o D3 1 ~
1 a 0
Wbot
3:1 OR FLATTER
I -
- - -
CHANNEL Wbkf Wbot FT. Driff Wool Wbot FT. D ool P P
FT. RIFFLE FT. FT. POOL FT. LEVEL
NORTH FORK LITTLE BRANCH -A- 16,0 11.0 2,5 18.0 6.0 4.0
1.5 MIN 1.5' MIN. 2'
TEMPORARY ROLLED EROSION
UT TO NORTH FORK -8- 5.0 3.0 1.0 2,0 2.0 5.0 CONTROL BLANKET
CROSS SECTION
UT TO NORTH FORK -C-
5.0 3.0 1.0 5.0 2,0 2.0 NOTESe
UT TO NORTH FORK -D- 3.0 1.0 1.0 N/A N/A N/A
1. FOR TEMPORARY ROLLED EROSION CONTROL BLANKET
CRECM) SEE SECTION 02276 OF THE SPECIFICATIONS.
UT TO NORTH FORK -E- 3.0 1.0 1.0 N/A N/A N/A 2. MAINTAIN A 0.5'. DOWNSLOPE.
PROPOSED RELOCATED CHANNEL SECTIONS
TEMPORARY DIVERSION DITCH
DETAIL 1
NTS G1 0 DETAIL 3
NTS G2 RECORD DRAWING
REC RD DRAWIN 0 G Esc WAKE COUNTY SQL DESIGNED THIS DRAWIN HAS CAR NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
G BEEN MODIFIED 0 ~ li ,
TO REFLECT FIELD CHANGES o MANAGEMENT D DRAWN PWS EcoSclence REPORTED BY THE CONTRACTOR OR Q~ :MENT DIVISION SHOWN BELOW H & S JOB 30547 MEASURES ONE NUMBER
SOUTH WAKE LA[' ANOTHER PARTY, BUT NOT VERIFIED CO oration WAKE LANDFILL MISCELLANEOUS STANDARD DETAILS INCH LONG ON CONTRACT DRAWING
CHECKED 3 RECORD DRAWING 11/09 JAB BY THE CERTIFYING ENGINEER g~ Environmental En ineers & Scientists THE ORIGINAL NUMBER NUMBER
® g - 1101 Haynes Street, Suite 101 2 CONFORMED DRAWINGS 11 07 JAB PROJ. ENGR. CAB THIS DOCUMENT ORIGINALLY 4011 WestChase Blvd, Raleigh, Norlh Carolina 21607 ~ Ralei h, North Carolina 27604
- - v FNG NEB 4~ g 2 ADDENDUM NO. 2 9 17 07 JAB ISSUED FOR CONSTRUCTION 0 J STREAM RESTORE I RESTORATION °RAwiNG. 1 A D 1
y o 1 CONSTRUCTION 8/07 JAB AND SEALED BY DONALD L. N ~ A.
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
2010D920 11:03A H:\30547-STREAM-RESTORE\RECORD DRAWINGS\SDETAILS\D01.dwg ByPSEIJSKER Last Saved By. pselisker RREFs=

i~i~ii~iii=iii=iii=ii~iii=iii=iii=iii - EXISTING
i i i-i i i-i i i-iii-iii-iii-i i i-iii-iii_iii-i CHANNEL BANK
iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=i •o.o •o.o.e 0.e.o
' I- A -III=III i-i i i-iii-iii=iii~ii-iii_iii~ii_iii-iii (1III=III= A 1• : ~ : • 0' •d.e;00 .0 0• •b.o:00 .o o •b. 0 •3.e;o0 .e 0 •b.o,o0 .
I I-1 I I-1(i i i_i i i-iii ~-iii-iii-iii-iii-iii-i i i_i III-1 11= •~:.~o:. ` ~':a::::' •.::4;,:. ~~:a~::. ~ ~
~ •1:. • :o: •e o •3:0:00 o' •3.0:00 ~:o: •0 0 0:0;0° :o o• •e
w -I 1111 I iii-iii-iii-iii-iii-iii=iii-iii-iii-il-i (11 I II I EXISTING ;ie..; •3.0;0 ' •3:0;0 ' •b•o;0 •'3.0;0 b•o;o
0 .4,0;00 ,0 0 •b,c,00 '0 0 .d, o .3,o:0tl ,o•a .3,0:°° .
Q I-III- I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ III-III- CHANNEL i.;:.; e e~;:., :~~,~a'.'•~ ~•'e : ~;i~;:., • w a •;;e : .I-1I1=1I ( iiiiiiiiiiii~iii~ii~iiiiiiiiiiiiii~iiiiiiiiiiiii ~ I I-1I I-1I1= ~ a a~: ~ ~ a e •o•o,o ••b•o,o 0.0,0
;00 :o 0 0:o:a0 .o`o •3:0;0° ••~:00 :o o •3:0:0° :e o' t
iii-iii-iii-iii-iii-i i i_~-iii-iii-iii-i a e.: ';:,fie::<~ ~ . b•0;oe• •d:o;0•' •3:0;o••'d•o;o•• •d:o;0~•
=1 I I-1 111 I i=iii-iii-iii=iii-iii-iii-iii-iii-i i ~i i i III-1 111 : ~ :e:;:. iii-i i ~i i i-iii-iii-i i i_i i i-iii-iii-iii-i - ~::,~e:.,. ;;:..::.:o:;:., . 0 •3.0;00 .o 0 0:0;00 ' `0 0 of o •0.0;0° • .o o •3.c;00 .a.• .a~:••• .a{ .o • • .a.~ .
~ X3.0;0 • •d•o;o • ~ 0.0,0' •3:0;0
`;00 •0 0• 0:0;00 •o o' •3•o;n0 ~ •:00 ' :o o •3:0;00 •o n j
III=III=III=III=III-III=III=III=III-III=I ' •tr;:,, •t~::,, ' 1'::., ~;'e : •i'e:., - - N
50• EXISTING VARIES
CHANNEL BANK
TOP VIEW TOP VIEW
50~ CHANNEL
TARGET ELEVATION BACKFILL
(TOP OF BANK)
i-iii-iii-iii-n i-u i-iii-i n-n i-i n=n i
~IIIIII) III=III=11f=_I11=III=III=III=III=III=III=I III- I-III COIR FIBER
w I-III-III=III=IIJ-III-III=III=l=III=III TARGET ELEVATION MATTING
(1=1I1=1I I III-III-III-III-III=III=III=III-III=III=III-I I (-III- (TOP OF BANK) a -1(I-1 I I-1(i=iii=iii=iii=iii=iii=iii-iii=iii=iii-iii III-1 I I-1 ~ EXISTING • ° ~ " '
Q:c:o •3.0:00•:0 0.0 •d.o,o~ ; o 0
• , c:0 ;~3•0:o:•;b•o;0 a~3•o;o:••b•o;0
I III=III III-III-III-III-III-III ~=III-III-III- I I I ( CHANNEL BED cn ..:;•.:r..'s•;:: a:.°:~aa;;:r,:, 1=III=III-III=111-III=III=11 III=11 III-, ~ ~a•:'`:~°ir::s:.';rei::r's,; ;:~>:s; ~3•~ ••0.0:0 0•.•b:o,0v•;b•o.o °••~d•0•0u •0.0.0 °.~b..
•3. ° . .oo•'b•?:0 ••3:0;0 '3.0:0 •'d:o`:o '3~e:o ~ o•
•o;o •'b•e,o •3.o b•o;0 •3.0;0 •'3.0;0 •3.0;0 'b•o
- :~e a;i';''t•;~r~e a:::~:}•;''.;a~i::?• :~e a;';~e a, ::~a;;::• b:o;o ~ d.c,o ••3.0,0 b• • 0.0.0 .•b.o;o ••d•e:o •;b:e:o
BARRIER SOIL (SEE SECTION 02200 CHANNEL PLUG
OF THE SPECIFICATIONS) MAY BE SECTION A-A
:L
SELECTED ON-SITE AND APPROVED EXISTING CHANNEL EXISTING WIDTH
BY PROJECT MANAGER CHANNEL BED CHANNEL BACKFILL
SECTION B-B
NOTE
F100DPLAIN POOL
1. THE IMPERVIOUS SELECT MATERIAL WILL BE KEYED INTO THE ORIGINAL BANK DETAIL 5
A MINIMUM OF 2 FEET AND INTO THE ORIGINAL BED A MINIMUM OF 1 FEET. Nrs c3
8~
CHANNEL PLUG BANKF DETAIL 4 q BANKFULL
NTS Gi - ~~T
1~ MIN. LIVE STAKE _
SEE NOTES
- COIR F COIR FIBER NOTES
_~t~~ ~ Op MATTIN MATTING
1. LIVE STAKES SHALL BE EVENLY SPACED 2'
1 APART WITHIN THE BANKFULL CHANNEL.
1 ,1 1
2. LIVE STAKES SHALL BE 2-3 FEET IN
FILTER 2 MAX.
5~ GEOTEXTILE 12° MIN. LENGTH AND 0.5 INCHES IN DIAMETER.
3. LIVE STAKES SHALL BE DRIVEN UNTIL
NOTES APPROX. HALF OF LIVE STAKE IS WITHIN
1. USE CLASS "B" RIPRAP GROUND.
CONSTRUCTED SWALE DETAIL
PROPOSED
DETAIL 6 2. CONSTRUCT WIDTH AND SHAPE OF THE DITCHES NTS G2 CHANNEL BED
DRAINAGE DITCH W/ CLASS ~B~ RIP RAP BANK STABILIZATION WITH LIVE STAKES
DETAIL ~ DETAIL 8
NTS G2 NTS G10
RECORD DRAWING
oESicNE~ Esc RECORD DRAWING WAKE COUNTY SO THIS DRAWING HAS BEEN MODIFIED ~N ~A NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
DRAWN PWS TO REFLECT FIELD CHANGES E MANAGEMENT D :MENT DIVISION SHOWN BELOW H & s JOB 30547 MEASURES ONE NUMBER
REPORTED BY THE CONTRACTOR OR 2 ECOSC1e11Ce SOUTH WAKE LA CHECKE~~ ANOTHER PARTY, BUT NOT VERIFIED ~ ~ HAZEN AND SAWYER Corporation WAKE LANDFILL MISCELLANEOUS STANDARD DETAILS INCH LONG ON CONTRACT DRAWING
BY THE CERTIFYING ENGINEER ~ Ernironmental Engineers & ScleMlsts ~ -
3 RECORD DRAWING 11 09 JAB JAB >>oE ~yo~sa~~, swu m~ / PROJ. ENGR. THIS DOCUMENT ORIGINALLY ~ FNGi EEC' t~, amt wa:~cna:a Blvd, Raleigh, Nodh Carolina z~sm a,~;gn,xonncara~~nwa THE ORIGINAL NUMBER NUMBER
2 CONFORMED DRAWINGS 11 07 JAB ISSUED fOR CONSTRUCTION O J STREAM RESTOF 1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L. yN A 0~
RESTORATION DRAWING. 1 A D 2
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
201 W92p 11:03A H:\~~-SiREUn-RESigtE\RECORD DAAlMNGS\SDEiAiLS\D~2.tlwg By. PSEL~S~cEF Last Sawtl BY P~liskcr %REir-

1" 6" min. TEMPC)RARY AND PERMANENT SEEDING MIX
OVERLAP
OPTIMAL
--STAKE OVERLAPS
" 12 APART APPLICATION PLANTING
2 MAT MATERIAL SEED TYPE RATE DATES
NIA 2,000 Ibs/acre or Jan 1 -Dec 31
Li Lime b Soil Test
3 ft.
N/A 1,000 Ibslacre or Jan 1 -Dec 31
Fer Fertilizer b Soil Test
Mulch shall be tacked down by 4,000 Ibs/acre Jan 1 -Dec 31
" 13 M Mulch Grim in onl
Tem Temporary Rye Grain 120 Ibs/acre Jan 1 -May 1
Sep Seeding Secale cereale} Au 15 -Dec 31
German Millet 40 Ibs/acre May 1 Aug 15
STAKE OVERLAPS (Setena ~talica}
12 APART Pern Permanent Switchgrass 10-15°!° of Apr 1 -Aug 15
- - Sei Seeding Panicum virgatum total mix
~o ~ " 6 min. (Within Indiangrass 10-30% of Apr 1 -Aug 15
1 x nominal ~ ~N• Conservation Sorghastrum nutans total mix
OVE LAP Consi WOODEN STAK
EasE Easement) Deertongue 5-25% of
BACKFILL TEMPORARY SEED Dchanthelium clandestinum total mix Apr 1 -Aug 15
TRENCH STAKE TRENCHES
AND MULCH „ 12 APART Big Bluestem 10-30% of Apr 1 -Aug 15
FLOODPLAIN - Andropogon gerardu total mix
Little Bluestem 10-30% of Apr 1 -Aug 15
COIR FIBER °
MATTING ~ Schizachyrium scoparium total mix
Sweet Woodreed 1-10% of Apr 1 -Aug 15
BED MATERIAL (Cinna arundinacea total mix
Rice Cutgrass 5-25% of Apr 1 -Aug 15
BASE FLOW Leersia oryzoides total mix
Indian Waodoats 1-10% of Aug 15 -Oct 15
~:o~:.oo ~'•:o~. Chasmanthium latifolium total mix Feb 15 - A r 1
BACKFILL BACKFILL Virginia Wildrye 5-25% of Aug 15 -Oct 15
MATERIAL MATERIAL MATTING (Elymus virginicus) total mix Feb 15 -Apr 1
A Eastern Bottlebrush Grass 5-10% of Aug 15 -Oct 15
6 mm. $ mm. EJymus hystrix total mix Dec 1 - Ma 1
STAKE
Pern Permanent TaII Fescue
50.0 ~ Se Seeding (~estuca arundinacea Schreb) 80 Ibslacre
(Acres (Access Roads)
COIR FIBER MATTING DETAIL Sericea lespedeza 20 Ibslacre See Notes
(Lespedeza euneata )
DETAIL
Kobe lespedeza 10 Ibslacre
NTS 01 (Lespedeza strrata
8'° MIN CLASS A STONE
SUBGRADE
°
deeding notes
1. After .Aug. 15 use unscarified sericea seed.
~~lbere periodic mewing is planned. or a neat appearance is desired, emit
sericea and increase I~rabe lespedeza to 40 lblacre.
3. Tc~ extend spring seeding dates into June, add 1 ~ 1b/acre bulled Bermudagrass.
- - - = SEPARATOR GEOTEXTILE However, after rnid-.~pr. it is preferable to seed temporary cover.
Norse p~latrts
Between May 1 and dug. 15, add lO lblacre ~ertnan millet Prior to l,y 1 or after dug.
1 ~ add 4th lb~acre rye (graini.
VARIES - 8' MIN
°
Seeding dates
Best Possible
Fall: .dug. 25 - Sept. 1 ~ lug. 20 C~ct. 25
Late winter; Feb. 1 ~ - Mar. ~ 1 Feb. 1 - Apr. 15
ACCESS ROAD DETAIL
DETAIL 10 :E'a11 is best for tall fescue and late winter for lespedezas. Overseeding of Kobe lespedeza
aver fall-seeded tall_fescue is very effective. _
NTS G1
RECORD DRAWING
RECORD DRAWING Esc WAKE COUNTY SOL DESIGNED I D WIN H N CA NTY SOLI ® WASTE THE SCALE -BAR DATE AUGUST 2007
TH S RA G AS BEE MODIFIED ~N O ~ TO REFLECT FIELD CHANGES MANAGEMENT D :MENT DIVISION SHOWN BELOW H & S JoB 30547
DRAWN PWS S ~ ~ EcoSclence REPORTED BY THE CONTRACTOR OR MEASURES ONE NUMBER
SOUTH WAKE LAS ANOTHER PARTY, BUT NOT VERIFIED CO oration CHECKED WAKE LANDFILL INCH LONG oN
BY THE CERTIFYING ENGINEER Environmental En ineers ~ Scientists MISCELLANEOUS STANDARD DETAILS CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
~ X39 9 ~ 1101 Haynes Street, Suite 101 3 RECORD DRAWING 11/09 JAB PROJ. ENGR. ,1AB THIS DOCUMENT ORIGINALLY 4011 WestChase Bivd, Raleigh, Norfh Carolina 21607 Raleigh, Northcaro]inaz7604
v ENGINE ~ 2 CONFORMED DRAWINGS 11/07 JAB ISSUED FOR CONSTRUCTION 0 J STREAM RESTORe I RESTORATION DRAWING. 1 A D 3
y o 1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L. N 8 A.
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
20100920 11:03A H:A30547-STREAM-RESTORE\RECOR6 DRAWINGS\SDETAILS\D03.dwg By,PSELI3KER Lost Saved By pseliaker KREE-s=

SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP-AROUND
NOTES, 1. INSTALL SPECIAL STILLING BASIN(S).
1. ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISC .Y DRY OR ISOLATED
TEMPORARY sECTIONS of CHANNEL. 2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
' ACCESS ROAD 12
2. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM 'YORK FROM 3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
STREAM PLOW WHEN NECESSARY. OPERATIONS FOR STREAM DIVERSION.
0 3. ALL GRADED AREAS SHALL BE STABILIZED WITHIN 24 HOURS. 24 HOURS. 4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING
APPARATUS. DEWATER ENTRAPPED AREA. AREA TO BE
12a AGGREGATE BASE COURSE IN 4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INC >HALL BE INCIDENTAL DEWATERED SHALL BE EQUAL TO ONE DAY'S WORK.
ACCORDANCE WITH SECTION 520 o TO THE WORK. THIS INCLUDES POLYETHYLENE
OF NCDOT STANDARD SPECIFICATION SHEETING, DIVERSION PIPES, PUMPS AND HOSES. 5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS.
CROSS PIPES 5. PUMPS AND HOSES SHALL BE OF SUFFICICIENT SIZE TO DEWA1 ZE TO DEWATER 6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL
D ~ THE WORK AREA, r OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND
TEMPORARY FLEXIBLE HOSE. {DOWNSTREAM IMPERVIOUS DIKES FIRST).
0 7. ALL GRADING AND STABILIZATION MUST BE COMPLETED AT THE END OF
EACH DAY WITHIN THE PUMP AROUND AREAS BETWEEN THE IMPERVIOUS
FLOW DIKES. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY
SPECIAL STILLING BASIN SEE 16 SHOW THE UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM
D6 SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
r - LOCATION OF THE IMPERVIOUS DIKE(S) FOR EACH DAY'S WORK.
r 0
CHANNEL D 8. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL. STABILIZE DISTURBED AREA
WITH SEED AND MULCH.
CLASS B SPECIAL STILLING BASIN
o UTILIZE A STABILIZED OUTLET RIPRAP
INSTEAD OF A STILLING BASIN
IF PUMPING CLEAN WATER
o CLASS B RIPRAP e
LOCATION AS NOTED
ON PLAN SHEETS
IMPERVIOUS DIKE ~ DE DEWATERING PUMP
17
D6
E) EXISTING
S' STREAM
CI CHANNEL
AGGREGATE BASE
COURSE 12 DEPTH
TEMPORARY
NATURAL 1.5 MI . FLEXIBLE HOSE
GROUND
0:~ ~ 1 0.~
0
o ao° a 4
" CLASS B RIP RAP
FLOW v
CROSS PIPES
3 60" DIA, CMP x 16 LF
OR EQUIVALENT 1 FOOT APART
SEPARATOR GEOTEXTILE
TEMPORARY CHANNEL CROSSING
IMPERVIOUS DIKE, SEE
DETAIL 11
NTS G5 D6
PUMP-AROU SIP-AROUND
PUMP ~ P
TYPICAL PUMP-AI L PUMP-AROUND OPERATION
DETAIL DETAIL ~ 2
NTS N TS
RECORD DRAWING
RECORD DRAWING Esc WAKE COUNTY SOL DESIGNED THIS DRAWING HAS BEEN MODIFIED N C,q NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
TO EF CT FI L ANG ~ ~ MANAGEMENT D MENT DIVISION sHOwN BELOW H & S JOB 30547
DRAWN PWS R LE E D CH ES F SI ~i EcoScience REPORTED BY THE CONTRACTOR OR MEASURES ONE NUMBER
SOUTH WAKE LAP ANOTHER PARTY, BUT NOT VERIFIED CO oration CHECKED WAKE LANDFILL INCH LONG oN CONTRACT DRAWING
BY THE CERTIFYING ENGINEER ~ Environmental En ineers & Scientists MISCELLANEOUS STANDARD DETAILS THE ORIGINAL NUMBER NUMBER
~ 939 g ~ 1101 Haynes Street, Suite 101 3 RECORD DRAWING 11/09 JAB PROD, ENGR, JAB THIS DOCUMENT ORIGINALLY F' 4011 WestChase 81vd, Raleigh, Norfh Carolina 27607 Baleigh,Northcazolina27604
2 CONFORMED DRAWINGS 11 07 JAB NGIN~~ ~ / ISSUED FOR CONSTRUCTION 0 J STREAM RESTORE y o I RESTORATION oRAwING. 1 A D 4
1 CONSTRUC110N 8/07 JAB AND SEALED BY DONALD L. N 0 A.
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
20100920 11:03A H:A30547-STREAM-RESTORE~RECORO DRA1MN65\SDETAILS\004.dwg By;PSEUSRER Last Saved By, pselisker XREFs=

8' MAX. WITH WIRE
6' MAX. WITHOUT WIRE
SEE NOTE 4
PAS SU~f A~ ~ ~ ~ ~ ~ ~00~00~ 8 1p0~
o o°~o°~o°Do°Do° o S MiN Miy 12N~ GAUGE MIN.
MIDDLE AND
VERTICAL WIRES
O~ODO~O~ODO
o°ooOo oOo oOo oOo oOo o ~5 ~P M GP ~~o ~o ~o o ~o o ~~N BOTT fi 3~ p~GRE ~ OoOOo OOoO0oO0oO0o 10 GAUGE MIN.
TOP AN D
BOTTON STRAND 18"-24"
2 5E ~E) o ~o ~O ~o ~o ~o ~
5 0 000°o0o°oOo°oo°
~ Fl~~R F~R~~ oOooOO~o o ~ ~ .11=1 I I I I-1 I I I I I I I~ I I~ I I-1 I I-1 ~I I I-1 I I~ 1 1-1 -I I '
II II
wIRE u u
5~ ~g D~S~GREp1f~ FILTER FABRIC NATURAL GROUND
~I 3, ~~pi~ 2 ~p5~ ~5 SEE EROSION CONTROL PLAN
SHEETS FOR APPLICATION
TEMPORARY GRAVEL CONSTRUCTION ~~SES~E) ~I~~FIE
ENTRANCE /EXIT ~c~JR~ FILTER FABRIC
0257701R COMPACTED TILL
I ~ -
8 I ~
II
I
N ~ ~ STEEL POST-2' DEPTH
A LJ
STRUCTURAL ~ ~ EXTENSION OF FABRIC AND
STONE 2' WIRE INTO TRENCH
~ ~ POST
z
SILT FENCE ~ ~ ~ SILT FENCE
SILT FENCE ~ ~ SILT FENCE ~-~~T+-~+-~Tl~_ I±r ( ~r Tl~ ~r 1- NOTES:
0 o a o 0 0 0 0 ~T ~TIT~fI=IT~IT~~IIIT _ o: .'d: o:'•;d:~•o:' ;d:• ;o:' .d:' I1 TT"~ T"~ TT ~ I ~ ~~I ~~~~~~~~~~II 1. USE WIRE A MINIMUM OF 32 INCHES IN WIDTH AND WITH A MINIMUM
OF 6 LINE WIRES WITH 12 INCH STAY SPACING.
?•e°• ~e'o°..~.de ~ p.o'~.' e ~ Il I~I ~ F'-I ~ li~- - ~ I-I-I-I- I ~ I-I-- o...'eo . - - 2. USE FILTER FABRIC A MINIMUM OF 36 INCHES IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER.
3. PROVIDE 5 FOOT STEEL POST OF THE SELF-FASTENER ANGLE STEEL
S ONEOL A ~ ~ I o~ i TYPE.
4. USE EXTRA STRENGTH FABRIC IF WIRE FENCE IS NOT USED.
PLAN ELEVATION
TEMPORARY SILT FENCE
SILT FENCE
DETAIL ~ 4
NOTES:
N TS G1
1'-6" MIN. 1. STRUCTURAL STONE SHALL BE CLASS 'B~
STONE FOR EROSION CONTROL PURPOSES.
2 ~ \~~W- ~ 2 2. SEDIMENT CONTROL STONE SHALL BE N0. 5
y o 3' MAX OR N0. 57 STONE.
~i.
SEDIMENT STRUCTURAL
CONTROL STONE
STONE
CROSS-SECTION A-A
STONE OUTLET DETAIL
DETAIL ~3
NTS G2
RECORD DRAWING
oES~~NEO Esc RECORD DRAWING ~ WAKE COUNTY SO THIS DRANING HAS BEEN MODIFIES NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
PWS TO REFLECT FlELD CHANGES MANAGEMENT D DRAWN REPORTED BY THE CONTRACTOR OR ~F 5 EcoScience :MENT DIVISION SHOWN BELOW H & S JOB 30547 MEASURES ONE NUMBER
WAKE LANDFILL INCH LONG ON
CHECKED ANOTHER PARTY, BUT NOT VERIFIED I~ HAZEN AND SAWYER Corporation SOUTH WAKE LA BY THE CERTIFYING ENGINEER 193 , ~ • Environmental Engineers & Sclentlsts MISCELLANEOUS STANDARD DETAILS CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
3 RECORD DRA'MNG 11 09 JAB JAB amt we:tchose ei.d, eaie~ h --'Y- ~~oexay~~sa«~,sw~e~m PROJ. ENGR. THIS DOCUMENT ORIGINALLY F Q_ g , Nadh Coralino 276m a,i Na„n c,rou~neoa
2 CONFORMED DRAWINGS 11/07 JAB ISSUED FOR CONSIRUC110N v0 NGINE ~<v p"~~ STREAM RESTOR i CONSiF2UCTI0N 8 07 JAB AND SEALED BY DONALD L y~V A , 8~
RESTORATION DRAWING. A D 5
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
201009]0 ii:0.}R X:\3054]-STREAM-RESiOPE\RECORO DRAYMNGS\SOEfNLS\UOS Ewg By. PSELISKER Lasl Swetl By D~~sk<r %FEF~

WIRE TO POST
SEDIMENT PIT COIR MATTNG WIRE
EARTH ~ ATTACHMENT
BERM FAO
COIR MATTNG BAFFLE
SEE DETAIL THIS ATTACH SHEET
TO WIRE FENCE AND COlR MESH METAL
SEE TABLE (THIS 0 1 BURIED IN TRENCH POST
SHEET) FOR WIRE ATTACHED TO
SEDIMENT TRAP ZONE 2 L POSTS WITH STAKE TO LENGTHS OF WIRE SUPPORT
WIRE L2
ZONE 3 N®TES:
6"x6" TRENCH
ZONE 4 L3 1. DRIVE STEEL FENCE POST AT LEAST 24" BACKFILLED AND N
INTO SOLID GROUND. COMPACTED
CLASS "B" RIP RAP L4
2. WOOD POSTS ARE NOT ACCEPTABLE.
3. USE COIR MESH OR SIMILAR. SECTION OF
N TA CATION
4. USE STAPLES 12" APART TO ATTACH BAFFLE
Temparary ~"dim~nt Trap Len~h Width Repth k~+~iT Length L~ l2 ~ L4 COIR MESH TO WIRE.
(f~et~ (feefa (feet) (feet) ~fa~t) (feet) (f~"t) ffeet) 1 1P0 ~ 3,5 1F ~ 3G 30 't8 Meet) ~e
PERSPECTIWE VIEW 5. SEE TABLE FOR ZONE LENGTHS.
SPECIAL 8" CLASS "A"
TEMPORARY SEDIMENT TRAP BAFFLE EXISTING STILLING BASIN STONE
TERRAIN
" DETAIL ®VERFILL 6 FOR SETTLEMENT 15
" NTS G2 EMERGENCY BYPASS 6
BELOW SETTLED TOP OF 2n 7 SEE TABLE
DAM tit
N 2 15'-2 '
FILTER STREAM
GEOTEXTILE DANK
io
° 2:1 SIDE M
~ SLOPE MAX
FILTER FABRIC
NOTE:
3'
NATURAL GROUND MIN. 1. WHEN PUMPING CLEAN WATER, THE CONTRACTOR MAY PROVIDE
1:1 SIDE SLOPE MAX A STABILIZED OUTLET BY OMITTING THE SPECIAL STILLING BASIN AND
PROVIDING THE ROCK PAD AS SHOWN WITH MINIMUM DIMENSIONS
10 FEET WIDE BY 15 FEET LONG.
SPECIAL STILLING BASIN WITH ROCK PAD
DETAIL 16
NTS D4
" 12 MIN. OF 5 I. 5~
IMPI NCDOT #5 OR #57 IMPERVIOUS SHEETING I~~I
MIN.
WASHED STONE
_ 1.5' MIN.
N0. 5 STONE OR
x 0 2 2 e
CLAS - ~ - ~ CLASS °B" RIP RAP p N0. 57 STONE DASEFLOW + 1
- 2 - 1 d 1 ~U -
(3' MINIMUM)
O
CHANNEL BOTTOM BOTTOM p
2:1 SIDE 1.5
SLOPE MAX MIN.
1 FILTER FABRIC 5' MIN.
2:1 SIDE
SLOPE MAX " " ~ 1`
CLASS B EROSION
CONTROL STONE
CROSS-SECTION
CROSS-SECTION
TEMPORARY IMPERVIOUS DIKE
TEMPORARY SEDIMENT TRAP DETAIL 1~
DETAIL 18 NTS 04
NTS G6 RECORD DRAWING
RECORD DRAWING Esc WAKE COUNTY Sal DESIGNED ~~R NTY SOLE D WASTE THE SCALE BAR DATE AUGUST 2007
THIS DRAWING HAS BEEN MODIFIED p
~ TO REFLECT FIELD CHANGES MANAGEMENT D DRAWN PWS S ~ ~L 04 9 EcoSclence :MENT DIVISION sHOwN BELOW H & S JOB 30547 MEASURES ONE NUMBER
REPORTED BY THE CONTRACTOR OR Q~ SOUTH WAKE LAS ANOTHER PARTY, BUT NOT VERIFIED CO oration WAKE LANDFILL INCH LONG ON
CHECKED 4 RECORD DRAWING 11/09 JAB BY THE CERTIFYING ENGINEER g g Environmental Engineers & Scientists N~ISCELLANEOUS STANDARD DETAILS coNTRACT DRAWING
3 CONFORMED DRAWINGS 11 07 JAB CAB / ~ rlolxaynessueet,s>u~1ot THE ORIGINAL NUMBER NUMBER
/ PROJ. ENGR. THIS DOCUMENT ORIGINALLY F ~ 4011 WestChase Blvtl, Raleigh, North Carolina 27607 >zaleigh,rrurDrcarottnaz75o4 ~GINE 2 ADDENDUM N0. 2 9-17-07 JAB ISSUED FOR CONSTRUCTION 0 J
STREAM. RESTORE N o 1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L. N ~ RESTORATION DRAWING. 1 A D 6
a. N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
• 20100920 11:03A H:\30547-STREAM-RESTORE\RECORD DRA~MNGS\SDETAILS\DD6.dwg By.PSELISKER Last Saved By. pselisker %REFs=

y` r" ~4 9 „i ~ _
~ ~ -..e-~-- ~P-~R~OSF~'~ACCESS ~0 FOR CON ACTOR U5E ~ - ~ ~ s _ ~ ~ EXISTIN CES OAD CONTOR USA` ' - PROPOSED CHA IEL PLUG (TYP.)
. ~ r ~ - ~ NOTES: SEE 4 ~ _ _ ® ~ - _
;gym • a 1. TOPOGRAPHIC INFORMATION DATED
j ~ , p3 ~ D3 ~ ~ ~ 12-08-06 OBTAINED FROM GEODATA
,e_~..-.,- CORP., 104 E. HORTON ST., ZEBULON, NC ~
ti ` I ~ ~ + ~ 27597.
,I ~ ° EXISTING CHANN -L~ ~
~ , ~ ~ TO BE BACKF,iI'I.ED i _ ~ ;~r~~w''" - ~ ~~.m 2. FOR RIFFLE AND POOL DATA SEE DWG C4.
~ ~ EXISTING STREAM ~ i ~ f ~
e • ~ , 3. ALL EXISTING AND PROPOSED ELEVATIONS,
+ ~ ~ k ~ ~ ~ ~ ~ ~ f~-`` GRADING, AND CONSTRUCTION CONTROL
i , ~ r ~ z • ~ ~ . m POINTS WERE DERIVED FROM AND RELATIVE
STREAM RE-ALIGNMENT ,~i ~ ~ + ~a ~ r ~ „~lx~;.~i ~ TO TOPOGRAPHIC MAPPING. TOPOGRAPHIC
STA AND OFFSET ca .~n_~' ~ , ~,q'`, l , MAP DISCREPANCIES IDENTIFIED AS A
~ FROM ORIGINAL = ° ~ ~ RESULT OF FIELD SURVEYS DURING m • ~ ~ ~ ~ CONSTRUCTION, INCLUDING ELEVATIONS
~ ~ ALIGNMENT TYP .m..--- ~ ~ 1 . i_> / ~ s ALIGNMENTS OR SLOPES, MAY BE
„~-•----I ! ~ ~ ADJU5TED IN THE FIELD AT THE DISCRETION
t. ' STA:5+40.2 ~ ~ -4,-~- ~ 7 OF THE ENGINEER.
. ~ 1~F: 57,69 L ~ : ~:~z ~ r ;~l ~ TEMPORARY SILT FENCE TYP s~ n ~
~ ~f'' ' ti„ SEE r _ ~ 4. NO LAND DISTURBANCE ACTIVITIES MAY
° . ' i BEGIN UNTIL ALL EROSION CONTROL . ~ ~'r~`""`~,~ MEASURES ARE INSTALLED ACCORDING TO
~ , ? - STA; 5+78.89 i THE DRAWINGS AND APPROVED BY THE
~ ~ ENGINEER. THE CONTRACTOR SHALL BE
x ~ g.y~ RESPONSIBLE FOR MAINTAINING ALL
po ,.--'~%~X EROSION CONTROL MEASURES ON A DAILY
~ ~ BASIS THROUGHOUT THE CONSTRUCTION
~ - - o , I ~ ~ 9,~-``~. PERIOD.
~m ,r r a / ` J'I g, ® ~,fi. 9• 5. GROUNDCOVER ON EXPOSED GRADED
~ ~ o SLOPES OR FILLS SHALL BE ESTABLISHED
- ~ ~ ~ x x "d STA:6+20.00 ti 0 o~x g ~ N WITHIN 21 CALENDAR DAYS OF COMPLETION
OFF:O.OO ~ ~ _ OF GRADING ACTIVITIES. PERMANENT
- 76 ~ ' r 2 ° ~ ~ COVER SHALL BE ESTABLISHED ON ALL
~--m~- DISTURBED AREAS WITHIN 15 WORKING
° 2J ~ ~ ' = ~ e DAYS OR 90 CALENDAR DAYS (WHICHEVER
J'.~ n < BEGIN CHANNEL -A- Z6 ~ ~ ~ • ~a~ IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
' NORTH FORK LITTLE BRAN H ~ ~ ~ ~
° ' s STA. +12.62 ° ~ STA. 3+20 N , . ~ 0 9 1 r 6. IN AREAS WHERE SOIL SURFACES HAVE
r. OFF~81 R ~ ~ ~ ELEV.=271.00 ° ( - o / i~Y BEEN COMPACTED, RIPPING OR
~ y^ i ~ rV v " , . - ( RIFFLES AND POOLS REMOVE DUE ~ ~ SCARIFICATION SHALL BE PERFORMED TO
. y ~ , ,~,a-'/ LIMITS OF DISTURBANCE, TYP TO STREAM RE-ALIGNMENT ~ ~ -~s~I~T-'GHAN~EL BACKFILL a ~ ~ THE SATISFACTION OF THE ENGINEER. ALL
' 4 °m~~_. V ~ ~ ~ DISTURBED AREAS SHALL BE STABILIZED
EXISTING BA~(FLOW ~ \ , ° r ~ ~ CHANNEL TO BE .FLOW ~ SEEDINGTEMPORARY OR PERMANENT 3E W
~ ~ ~ ~ BACKFILLED ~p
~ e ~ PROPOSED AC S DAD; 7. ALL FLOODPLAIN AND CHANNEL
~ SEE 1 PROPOSED RELOCATED CHANNEL EXCAVATION, OR DISTURBED STREAM
t - ACKFLOW CHANNEL D3 T REMAI OPEN ND SEE ~ BANKS, SHALL BE STABILIZED THE DAY
f~ ~ ° 9 r~`"` CON D WIT ~ Z EXCAVATION IS COMPLETED BY
° ° ' ' STRE~fvl CHANNE~``~~.~ D1 D1 ` INSTALLATION OF COIR FIBER MATTING. THE CONTRACTOR SHALL IMMEDIATELY
SCARIFY, SEED AND MULCH ALL DISTURBED
~ ~ AREAS.
' ~ _ ~o r-'` ~ ,tom
8. ALL IDENTIFIED FLOODPLAIN BACKFLOW
CHANNELS BISECTING THE NEW CHANNEL SHALL BE FILLED SUFFICIENTLY TO
RESTRICT PREFERENTIAL FLOW. INITIAL
CHANNEL TIE-IN SHALL BE LEFT OPEN AS
A NATURAL CONFLUENCE. AT THE
DIRECTION OF THE ENGINEER, SOME
285 f SECTIONS OF THE BACKFLOW CHANNELS
° i SHALL REMAIN OPEN TO PROVIDE ~ EPHEMERAL POOL HABITAT.
I ' ~ ! [ 4
' ~ ~ ` , 9. ONCE ALL DISTURBED AREAS HAVE BEEN
I F i I I I ~ ~ STABILIZED WITH EROSION CONTROL
I I E SEEDING, THE CONTRACTOR SHALL REMOVE
GROUND SURFAC ELEVATION AT C OF ! ~__Y . _ _ _v_ o _K , ANY REMAINING EROSION CONTROL
280 PROPOSED RELO ATED CHANNEL f 3 E I 28O MEASURES, REMOVE ANY STONE AND ~ GEOTEXTILE AND SCARIFY ANY COMPACTED
~ ~ ~ Li' ~ r ,CC ~ h ~ t- H I IH H I ~ AREAS TO THE SATISFACTION OF THE
NOT~CON TRUCTED f i ~ h 1 ~ I I ENGINEER. ALL DISTURBED PORTIONS OF
f THE SITE SHALL BE SEEDED, MULCHED,
I € ~ t AND STABILIZED.
~ I I I a a a ~ y
275 { ~ LEGEND
EXISTING CHANN L ~ ` I 1 ~ ~ ~ ~ ~ I
4 ~ I ~ I P4 DENOTES PROPOSED STREAM CHANNEL
I i I j~ POOL AND IDENTIFYING NUMBER
f ~ i I
~ ~ t ~ P3 I P4 TR6 DENOTES TOP OF PROPOSED STREAM CHANNEL
2Z0 P5 ~ P6 270 RIFFLE AND IDENTIFYING NUMBER
I i ~ ~ ~ i
g ~ MW-5 I DENOTES EXISTING GROUNDWATER MONITORING
~ BEGIN NN L- k I ~ i I ~ WELL AND IDENTIFYING NUMBER
I NORTH FO i BRANCH ~ ~ ! ! f RIFFLES A D POOLS NOT PR POSED SURFACE F E POOL ;TYP RIFFLE TYP
STA. 3+2 CONSTRUC, DUE TO STREA RELOCATED CHANNEL k E ~ ~ ~
ELEV.= .00 ~ RE-ALIGN ENT PRIOR TO SEE ~ SEE I I I ,1 1 , i CONSTRUE ON I 0~ DENOTES EXISTING GROUND 5POT ELEVATIONS ~ i
265 ~ ~ v I i
I 3 3 ~ i 271.637 DENOTES AS-BUILT LOCATIONS AND i O X ROCK ,
I BEGIN CHANNEL ` A- I I F I I I I ELEVATIONS PREPARED BY THE CONTRACTOR S
~ ~ STA 5+40 ! ~ ~ I I ~ ~ SURVEYOR. OBTAINED FROM "SOUTH WAKE
I OFFSET 57.69 L 1 € LANDFILL STREAM & WETLAND RESTORATION
° ( I I ~ I I ~ RECORD DRAWING" PREAPRED BY PHILLIP POST
260 260 & ASSOCIATES, CHAPEL HILL, NC. SEALED
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 11 10+00 11 +00 12+00 BY JOHN A. WOODCOCK AND DATED 8-21-08. TNESE DRAWINGS ARE REPRODUCED AT THE
4 2 0 4' END OF THIS RECORD DRAWING SET.
1'=4'-0"
40 20 0 40'
1'=40'-0" RECORD DRAWING
RECORD DRAWING Esc WAKE COUNTY SOl DESIGNED Gp NTY SOLI® WASTE THE SCALE BAR DATE AUGUST 2007
THIS DRAWING HAS BEEN MODIFIED O ~ li =MENT DIVISION STREAM RESTORATION SHOWN BELOW H & S JOB 30547
R FL cT FIELD cHAN MANAGEMENT D DRAWN PWS TO E E GES ~ S EcoSc~ence REPORTED BY THE CONTRACTOR OR ~ MEASURES ONE NUMBER
SOUTH WAKE LAS ANOTHER PARTY BUT NOT VERIFIED CO Oratlon WAKE LANDFILL STA 2+00 TO STA 12+00 INCH LONG ON
CHECKED BY THE CERTIFYING ENGINEER Environmentai En ineers & Scientists - - 1 ~ g 1101 Haynes Street, Suite 101 CONTRACT DRAWING
3 RECORD DRAIMNG 11/09 JAB PROJ.'ENGR. JAB THIS DOCUMENT ORIGINALLY ~ 4011 WesfChase Blvd, Raleigh, Norfh Carolina 27607 - Raleig}~,Northcarolinaz7604 GENERAL THE ORIGINAL NUMBER NUMBER
v FNGI `V~ <v 2 CONFORMED DRAWINGS 11/07 JAB ISSUED FOR CONSTRUCTION. 0 J STREAM RESTORI RESTCJRATION DRAWING. 1 A G1
y o 1 CONSTRUCTION 8/07 JAB AND SEALED BY DONALD L N ~ A. PLAN AND PROFILE
NC. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
° 20100928 9;03A H:\30547-STREAM-RESTORE\RECORD DRAWINGS\Gen\G01.dwg By.PSEIISKER Last Saved By pselisker XREFs=

P POSED TEMPORA ~ " i ~ ~ t r ~ + of :
SE ~
~ 1 ~ ~ ~ ~ ~ ~ ,a I f,. NOTES:
y/ 5~ PROP ED TEMPORARY BASIN ! e~ a, 4, 1. TOPOGRAPHIC INFORMATION DATED 12-08-06
EXISTI ~ ,.,--r h ~ ~ 3~ ~ TY,P~SEE ~ . ~ 1 ~ 2 OBTAINED FROM GEODATA CORP. 104 E. NORTON .
1~, ~ ~ EXISTING CH~NNEF 0 H/~ N~-~. 0 BACKF~LED PROPOSED FLOODPLAIN POOL ST., ZEBULON, NC 27597.
T LIMNS-S~H~OWPh. ~ , •J~../~ D6 4~~+, it r ~,S ~ 7 4 e SEE ~
rJ _ 2. FOR RIFFLE AND POOL DATA SEE DWG C4.
~ ~ ~ ; ~ BACKFILL EXIS G NNI ----...__.a:~--~-- ~ , ~ , a .LIMITS SHO XIS ~ G NNEL .D~``
_"''',~,d°'«`°„ r• r F~ ) "~n x, ~t; ~ ~ t~ ~.,f; j,~~ie~•..~k ff d iHOV~V y 3. ALL EXISTING AND PROPOSED ELEVATIONS, GRADING,
BEGIN CHANNEL -B- ~ AND CONSTRUCTION CONTROL POINTS WERE DERIVED
s , ~ r, r ~ ~ I n Y, " ri ~ 1" ~ ~ y ~ ~ ti . F ~ y i i~ ~ ~ S , ~ ~~i 5~; ,.t~ ~ I UT TO NORTH FORK I FROM AND RELATIVE TO TOPOGRAPHIC MAPPING. TOPOGRAPHIC MAP DISCREPANCIES IDENTIFIED AS A
„ a ~ ~J pype~g I I ~ - 9 Ipppp ii 1 s ( STA. 0+00 RESULT OF FIELD SURVEYS DURING CONSTRUCTION,
INCLUDING ELEVATIONS ALIGNMENTS OR SLOPES,
_ MAY BE ADJUSTED IN THE FIELD AT THE DISCRETION
` T° OF THE ENGINEER.
~ - . ' ~ 4. NO LAND DISTURBANCE ACTIVITIES MAY BEGIN UNTIL
~ ~ . ALL EROSION CONTROL MEASURES ARE INSTALLED
~,a < ; ;a„~`~ r " ~ ~ REMOVE SPOIL PILE ~ ~ AN COt~C ~ , ~fl~i ~ ~ ?c:.,.~; ft~;` = ~ . ACCORDING TO THE DRAWINGS AND APPROVED BY
"rv~~~~ , a m TEMPORARY SILT FENCE ~ ~ 4 - ~,,w M<„ ~ SEE NOTE 12 - ~ ~ ~ ~ n ~ ~ SEE ~~m ~ ~ ~ -w'' - ~ = ~ _ EXISTING CHANNEL TO THE ENGINEER. THE CONTRACTOR SHALL BE
- 14 ~ ~ PRO ED 30 WIDE, 48 CLEAR ~V~ ~.`~f~ BE BACKF LCE~[? RESPONSIBLE FOR MAINTAINING ALL EROSION
' ~ ~ \ ~ r ~ PRECA NC BRIDGE TOP OF SPAN 1 ~ ~ AN , _ .~,'~~~'~~'~;~~r"i _ ~;~zf;~* f ~.r. / ~ ° CONTROL MEASURES ON A DAILY BASIS ~r ~4 THROUGHOUT THE CONSTRUCTION PERIOD.
PROPOSED TEMPORARY DUAL j ~ a ~ •
f EXISTING CHAN L TO BACKFILLED ~ I ~ ~ ~ ~ G7 a 15 RCP ®0.5~ SLOPE v I , ;3 ; ` ; ~q ~ ~i " ~ 5. GROUNDCOVER ON EXPOSED GRADED SLOPES OR
a.,. , / ' "~'~`a ~ ~ FILLS SHALL BE ESTABLISHED WITHIN 21 CALENDAR
\ ti ~7 j~ ~ 1 1 ~'"w 9 ~ S t t ~ ~ 1.~ 1j~
~ ~ a ~ ~ „1 t~ 0~ ~ p ~ I ~ ~ ~ r, , ~ REMOVE S, L PILE , PROPOSED STONE ~ l N~~ ~ f ~ ~ SEE NO 2 ~ DAYS OF COMPLETION OF GRADING ACTIVITIES. ~"'fir a ~ I ~ D STURBEDTAREAS WITHIN 15EWORKINGSDAYSOORA90
".OUTLET ~ x ip ~ PROPOSED C~N~L.Pi=UG ~ CALENDAR DAYS (WHICHEVER IS SHORTER)
~ 13 ~ . I ~ ~ ~ , ~ TYP. SEE ` ° ~ - FOLLOWING COMPLETION OF CONSTRUCTION.
D5 e ~ ~ ~ r ~ - ~ ' ~'kj P I `o f'° ~ ( ~ 4
~ 0 t D2 6. IN AREAS WHERE SOIL SURFACES HAVE BEEN
j 0 ~ ~ ~ ~ COMPACTED, RIPPING OR SCARIFICATION SHALL BE
I ~ , ~ a ~ ~ E ~ 3. ~ 1 . ~ s TING STREAM PERFORMED TO THE SATISFACTION OF THE ENGINEER.
• ~ ~ ~ i` ~ t ~ ~ ~ DRAINAGE CHA EL W .6 x ~ ~ I . ~ i ~ ~ ~ ~ ~ ~ ~ ~ ALL DISTURBED AREAS SHALL BE STABILIZED WITH A
EN GH BACKFILL k kg t ~ ~ ~ ~ SEE ~ v 0 ,n C i 1 N 7 a r ~ TEMPORARY OR PERMANENT SEEDING. ~69a
x o ~ ~ ~ ! ~i . D2 J ~a ~ oo~, ~ ~pX ~ 7. ALL FLOODPLAIN AND CHANNEL EXCAVATION, OR
p 0 ~ ~ ~ ~ ! a ! ~ ~ ~ 0 ~ t ~ x g~ ~ ~ ~ X ~ , 1 ' ~ ~ x ~ ~ J DISTURBED STREAM BANKS, SHALL BE STABILIZED
i'~ .v 9f~• 9 ~ ~ 1 ~ ~ ~ ~ v THE DAY EXCAVATION IS COMPLETED BY
N N ~ ~ ;i in ' ~ N gZ~ 6 n ; ; ~ ~ ; `~0 1 p ~ ~ INSTALLATION OF COIR FIBER MATTING. THE
o 0 l ~ E o ~ p o z~ o X o ti m ~ CONTRACTOR SHALL IMMEDIATELY SCARIFY, SEED
~ ~ d y'.r ; _ o sg, ~ ~ ~ { l o AND MULCH ALL DISTURBED AREAS. cD ~ N 1~~J~
x "s f ~ , ~ ~ ~c~'~' ~ o ~ ~ ~ ~ ~ ~ t~ ~
~ ~ I, ROPOSED RELOCATED CNANN FOR 1~ _ l'+~ ' l~? w r ~ 8. ALL IDENTIFIED FLOODPLAIN BACKFLOW CHANNELS ® ti BISECTING THE NEW CHANNEL SHALL BE FILLED
~ ~ ~ ~ ! ~ i { v TYPICAL SECTION SEE. r s I ~ I, ~ SUFFICIENTLY TO RESTRICT PREFERENTIAL FLOW.
1 2 I ~ ~ . ~ l ~ ~ ~ ~ ~ ~ BACK ~ ~ ( , ~ 1 ~ ~ ~ _ ~ ~ ~ ~ 1 CHAN ~ BACKFILL EXISTING 'roe rn CHANNEL TO LIMITS SHOWN 4' ~ n rn ~ INITIAL CHANNEL TIE-IN SHALL BE LEFT OPEN AS A
~ , ,F, ~ rn v ~ ~ R NATURAL CONFLUENCE. AT THE DIRECTION OF THE
s~i ~ ~ ; ~ r ~ ~ ~ i ~ o s~ ~ , ti~9 ENGINEER, SOME SECTIONS OF THE BACKFLOW cn v ~ CHANNELS SHALL REMAIN OPEN TO PROVIDE
~ ~ I ~ 16 L~~ CONSTRUCTED SWALE (FIELD ADJUSTED) F ~ ~ ~ ~ ~ l ~ i"~ . I EXISTING BACKFL CHANNEL + ~ r ~ a EPHEMERAL POOL HABITAT.
TO BE BACKFILLED SEE ~ ~ , , ~ i I ~ ~ v
6 ; ~ w~ 9. ONCE ALL DISTURBED AREAS HAVE BEEN STABILIZED
D2 ~ ~ - I Ei I I 3' , , I ! WITH EROSION CONTROL SEEDING, THE CONTRACTOR
SHALL REMOVE ANY REMAINING EROSION CONTROL
REMOVE SPOIL PILE . ' ~ ' I ~ ~ - SEE NOTE 12 ~ : , ~ ~ t 1 MEASURES, REMOVE ANY STONE AND GEOTEXTILE AND SCARIFY ANY COMPACTED AREAS TO THE
y ~ - ' ~ ~ 2 4NOT IN ONTRACT SATISFACTION OF THE ENGINEER. ALL DISTURBED
15 WIDE TEMPORAY BYPASS ROADWAY i~ ~ ~ ~ ~ , ~ "s PORTIONS OF THE SITE SHALL BE SEEDED, MULCHED,
e ? ~ i (SEE DWG G6 FOR PROPOSED ELEVATION) ~ AND STABILIZED.
~ ~ ~ ~ Ei~fi-i'fP-~F~
~ ~ s EXISTING WETLAND / I 1 (SEE NOTE 11) q ~ ~ f . ; 10. FOR PROPOSED BRIDGE AND CULVERT AND REMOVAL
e° A, E ~ ; I t ~ CONS~~VAl10N EASEMENT, TYP e 'TEMPORARY DIVERSION DITCH ~ ~ ~ ~ ~ ! " ! i : , ; i~ ~ ~ ~°°e. OF EXISTING CULVERTS, SEE DWG G6
SEE 11. DO NOT ENTER UPON OR DISTURB EXISTING WETLAND
3 AREAS
D1
285 12. REMOVE EXISTING SPOIL PILES AND GRADE GROUND
I l I ~ I I SURFACE TO APPROX. EL 274.0 AND GRADE TO
CL EXISTING C USEWAY ~ i ~ I' I p ~ DRAIN TOWARD RELOCATED CHANNEL. MATERIAL
~ ~ I PROPOSED 30 ~ WIDE, 48 CLEAR PAN ( ~ I ~ ~ j i ! >PAN I EXCAVATED MAY BE REUSED FOR CONSTRUCTION IF
~ i i ~ I I PRECAST CON BRIDGE, TOP OF PAN ;PAN DEEMED SUITABLE BY ENGINEER.
i ! e { ELEV=281.0 i r 12s1.DO , I LEGEN D
GROUND SURFAC~ ELEVATION AT C_ OF ! 2 _ P4 DENOTES PROPOSED STREAM CHANNEL
280 PROPOSED RELO ATED CHANNEL- ~ ~ ~ i~ E SPAN CO ' 280
~ ~ ~ I ~ i c l r ~ I ~ , ~ ~ ~ ~ ~ POOL AND IDENTIFYING NUMBER
p ~ && C N i OC7 ~ d i ! I
~ ~ Q' ~ ~ ~ I r ~ I ~ H ~ h- ~ ~ ! F- ~ ~ ~ TR6 DENOTES TOP OF PROPOSED STREAM CHANNEL
~ ~ I a I ~ RIFFLE AND IDENTIFYING NUMBER
~ i ~ ' ~ TM°~ ~ E r I j ~ " ;
E ~ i ~ 275 ' c ~ n . e ~ . .~m a..~n MW-5 DENOTES EXISTING GROUNDWATER MONITORING
I ~ ~ WELL AND IDENTIFYING NUMBER
3 u ~ ~ j ~ ~ p f ,
~ ~ ~ ~ ~ I ZO. DENOTES EXISTING GROUND SPOT ELEVATIONS
C a I ~ i
i ~ P7 , . x RocK37 DENOTES AS-BUILT LOCATIONS AND ,
270 P11 I ~ ~ 27Q ELEVATIONS PREPARED BY THE CONTRACTOR S
g~ ; ~ s 12 , B e ~ ; t SURVEYOR. OBTAINED FROM `50UTH WAKE
~ ( i P14 p 15 LANDFILL STREAM & WETLAND RESTORATION
PROPOSED SURFACE OF ~ ~ ~ e ~ ~ ~I RECORD DRAWING" PREAPRED BY PHILLIP POST
RELOCATED CHAtJNEL ~ ~ i I , ~ & ASSOCIATES, CHAPEL HILL, NC. SEALED
s i I ~ BY JOHN A. WOODCOCK AND DATED 8-21-08.
2 gM ~ ~06~~ ~~a;q~, THESE DRAWINGS ARE REPRODUCED AT THE
~ B ~ ~ I HIj ~ ~ ~ ~ l i ( ~ END OF THIS RECORD DRAWING SET.
~ ! F I i s ~ i ~ POOL, T P RIFFLE, TYP f ~ I i ~
SEE ~ SEE ~ ~ I ~ 4 2 0 4'
1 ~ I 1 1 ~ ~ ~ ~ I 1 "=4'-Q"
~ ~ ~ ~ ; ~ ~ D D1 ~
~ ,
260 ` 2 6 0 40 20 0 40'
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 2~ 20+00 21 +00 22+00 ~"-40~-a"
RECORD DRAWING
REGORD DRAWING Esc WAKE COUNTY SOL DESIGNED THIS DRAWING HAS BEEN 0 IF NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
M D IED 0 , TO REFLECT FIELD CHANGES o MANAGEMENT D :MENT D11/ISION STREAM RESTORATION SHOWN BELOW H & S JOB
DRAWN PWS ~ EcoSclence REPORTED BY THE CONTRACTOR OR MEASURES ONE NUMBER 30547
SOUTH WAKE LAP ANOTHER PARTY, BUT NOT VERIFIED C0 OTat10n CHECKED WAKE LANDFILL STA 12+00 TO STA 22+00 INCH LONG ON
BY THE CERTIFYING ENGINEER Environmental En ineers & Scientists CONTRACT DRAWING
I l0] Haynes Street, Suite 101 3 RECORD DRAWING 11/09 JAB PROD. ENGR. JAB THIS DOCUMENT ORIGINALLY F ~ 4011 WestChase Blvd, Raleigh, Norfh Carolina 21607 Raleigh, North Carolinaz760a GENERAL THE ORIGINAL NUMBER NUMBER
2 CONFORMED DRAWINGS 11 07 JAB v NGINE~ ~ ~ ISSUED FOR CONSTRUCTION 0 TREAM RE T ~ S S OR y o I RESTORATION DRAWING. 1 A G2
1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L. N ~ A. PLAN AND PROFILE
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
" 20100920 11:02A H:A30547-STREAM-RESTORE\RECORD DRAWINGS\Gen\G02dwg By:PSEUSKER Last Saved By ps~isker XREFs=

~ ,
° ~ EXISTING ACCESS ROAD FOR CONTRACTO OR CONTRACTOR USE
° - • `a SEE NOTES:
10
D3 i. i. TOPOGRAPHIC INFORMATION DATED 12-08-06 OBTAINED FROM GEODATA CORP., 104 E. NORTON
t fl EXISTING CH NEL ~ PROPOSED CHANN PLUG TYP. ; OSED FLOODPLAIN POOL, TYP OOL, TYP ~ ST., ZEBULON, NC 27597.
aim ~ : ~ ° ~ ~ ~ ° . TO BE BA FILLED ~ ~ C N C OSSIN
~ ~ SEE 2-LOG VANES WI H ROOT WADS Q 2. FOR RIFFLE AND POOL DATA SEE DWG C4.
a._- =-w.~ ~ ~ 1-AT BOTTOM OF RIFFLE 3 3
~ % / 1-AT MID-POOL ~ 3. ALL EXISTING AND PROPOSED. ELEVATIONS, GRADING, RESTAKED OUTER BANK, AND CONSTRUCTION CONTROL POINTS WERE DERIVED
° • . $ BEGIN CHANNEL -D- --w, ~ _ n , a r • ° ~ e I UT TO NORTH FORK - ~ REGRADED AND REMOVED FROM AND RELATIVE TO TOPOGRAPHIC MAPPING.
~ ~ - y , , _ c ~ I STA. 0+ SEDIMENT IN STREAM, REGRADED TOPOGRAPHIC MAP DISCREPANCIES IDENTIFIED AS A
FLOODPLAIN EXCAVATION ~ .ti, a ~ 9 ,~,r y ~ POINT BAR RESULT OF FIELD SURVEYS DURING CONSTRUCTION,
. ; ~ ~ _ .m~,~,."~~..~~,~~~; ~ _ ° REPLACE EXISTING CHANNEL IT LESS EL IT LESS INCLUDING ELEVATIONS ALIGNMENTS OR SLOPES,
' _."'..-.--.,e,,.-m_. _ a.J Y 7•t,~,~,4~•~S•~r Lv"J Ti~S.. f ~a~ - s~h':~ s~°~~."°;;°rti, s SINUOUS 8~Wx1.5'D CHANN AT AND . _ _ o _ J AT AND MAY BE ADJUSTED IN THE FIELD AT THE DISCRETION
° - .v . - - ,.4... $i• ~ ,Mr • •Sr'4, t.~,{ Mid ~ - I ~ y .:>~.~~~,.:,;,~~.~"~tit~.~~',~. ~ , RIP RAP BOTTOM °ar ~ ~ y`t wl '!r\;n,a~ . i~ . ~~h°~~!lrie - ~•'y ~ oo OF THE ENGINEER.
s }r ~ ti e .a ._.am. N ND CHANNEL -E- 4. NO LAND DISTURBANCE ACTIVITIES MAY BEGIN UNTIL
. END C ANNEL -B- ° c~..,~, i"~k~ . 7 T TO NORTH FORK Q ALL EROSION CONTROL MEASURES ARE INSTALLED STA. 0+93.35 ~ 3 ACCORDING TO THE DRAWINGS AND APPROVED BY
-:fit. ~ f ~ fi a , ~ , ~ o UT T NO TH FORK " ° ~ ' ~ TEMPORARY SILT FENCE (TYP.) ~ t~ ° sue. l-~ ~ , a , ~ o
STA. 01. ~ ` ~ ~p rr 5~ :k i ~ ~ / • ~ 4 SEE ~ ~ a THE ENGINEER. THE CONTRACTOR SHALL BE
PRO~SED FL PLAIN ~ . • - ~ , ~ ~ RESPONSIBLE FOR MAINTAINING ALL EROSION
1 SEE m .,~`L ; , ~ ~t:~:; < qY ~ CONTROL MEASURES ON A DAILY BASIS
~ BEGIN CHANN ~ - ~ . m ° N THROUGHOUT THE CONSTRUCTION PERIOD. w _
. D2 UT TO , FORK s,.,~ o 5. GROUNDCOVER ON EXPOSED GRADED SLOPES OR
x o ~ ' ~ ~ ak~~• FILLS SHALL BE ESTABLISHED WITHIN 21 CALENDAR
~ N ~ DAYS OF COMPLETION OF GRADING ACTIVITIES. N a - 3 PERMANENT COVER SHALL BE ESTABLISHED ON ALL
' ~ ~'.)4 p~W ~ ~4er~ fi.
J 52:3"0 S ~ CO . ~.5 w.ly~tii ' , N N 10 ~~xs. DISTURBED AREAS WITHIN 15 WORKING DAYS OR. 90 ~ REMOVED C NEL A .2 ~ CALENDAR DAYS (WHICHEVER IS SHORTER)
=J ~ ~ ~ ~ REPLACED WI SST GHT ~ FOLLOWING COMPLETION OF CONSTRUCTION.
rb ~ ~ l1,~ 2 ~ END CHANNEL C- v - ~t~°.,~,~yF,~'eJf~,~f, tiK v CHANNEL . ' `u°, 6. IN AREAS WHERE SOIL SURFACES HAVE BEEN
N R~, ~ 6~ ~ N t UT TO NORTH ORK . ti x ROPOSED FLOODPLA POOL, TYP COMPACTED, RIPPING OR SCARIFLCATION SHALL BE ,f LOG VANE TH ROOT WAD __r~ PERFORMED TO THE SATISFACTION OF THE ENGINEER.
s xm , •a ® ~ ~ o STA. 1+73.5 _ ~ ~ ~x~, ~ ~ n
Q .w ~ ALL DISTURBED AREAS SHALL BE STABILIZED WITH A
~ W (n J ~ r ` ~ 4 r' 'tf, E V ~ f ~ •'h ~ ° ~ TEMPORARY OR PERMANENT SEEDING. A ~ M , 7. ALL FLOODPLAIN AND CHANNEL EXCAVATION, OR
~ ~ ~ /
oe EXISTIN ITARY SEWER ~ FOR AIN e ~ ~ i z~ r ~ ; . ° - _ DISTURBED STREAM BANKS, SHALL BE STABILIZED
LIMITS OF DISTURBANCE TYP ' ~ ~ E NOTE N DWG C-1 ~ ~ ~ Y i THE DAY EXCAVATION IS COMPLETED BY
~ ~ i ~ ` -...•y INSTALLATION OF COIR FIBER MATTING. THE rL 1 s~ • s
; ~ ~~Jy~a ~ CONTRACTOR SHALL IMMEDIATELY SCARIFY SEED
I END CHANN EL ~D- ~ `e UT TO NOT 1 F RK ~ . T,; AND MULCH ALL DISTURBED AREAS.
~~c' O STA.1+40., ° 8. ALL IDENTIFIED FLOODPLAIN BACKFLOW CHANNELS
~ ' ~ ° ' ° ° ° u ~ ~ _ BISECTING THE NEW CHANNEL SHALL BE FILLED
PROPOSED CHANNEL, FOR ~ ~ BEGIN CHANNEL -E- ~ ~0 ~HANNEL -E- , , - ~
TYPICAL CTION SEE 2 UT TO NORTH FORK ` 1 2 ~ NORTH FORK ~ ~ ~ . ~ ' ~ SUFFICIENTLY TO RESTRICT PREFERENTIAL FLOW. ~ INITIAL CHANNEL TIE-IN SHALL BE LEFT OPEN AS A
01 D1 ~ ~ SURVEYED LO 10N OF x-00 EXIS CHANNEL ! NATURAL CONFLUENCE. AT THE DIRECTION OF THE
2 ~ s ' XISTING AN1 SEWER ' ' ° ENGINEER, SOME SECTIONS OF THE BACKFLOW • E BACKFILLED ~ ` m u ° ° ~ ~ CHANNELS SHALL REMAIN OPEN TO PROVIDE
71 ~ f'ORCEMAIN SEE DETAIL EPHEMERAL POOL HABITAT.
~ G7 FOR CROSSING /
~ ~ ~r~ ~ \ ' 9. ONCE ALL DISTURBED AREAS HAVE BEEN STABILIZED
~ ~ i / ~ ~ WITH EROSION CONTROL SEEDING, THE CONTRACTOR
SHALL REMOVE ANY REMAINING EROSION CONTROL
MEASURES, REMOVE ANY STONE AND GEOTEXTILE
AND SCARIFY ANY COMPACTED AREAS TO THE SATISFACTION OF THE ENGINEER. ALL DISTURBED
PORTIONS OF THE SITE SHALL BE SEEDED, MULCHED,
AND STABILIZED.
280 ~ ~ 280
b s I ~ ~ I
f R l 1 I r ~ 1 i ~ ~
~ I ~ ~ I 1 ~ ~ ~
I i GROUND SURFAC ELEVATION AT C OF I ( ~
I ~ i PROPOSED RELO(~ATED CHANNEL ( i LEGEND
I r ~ N ~ ~ ~,u....m..,.,~~-~, ~
~ ~ ~ ~ ~ i S ~
j ~ I ~ 1 ~ ~ ~ ~ ~ I ~ P4 DENOTES PROPOSED STREAM CHANNEL POOL AND IDENTIFYING NUMBER
i ~ ~ ~ ri ~ "
1
1 I I i I ~ ~ TR6 DENOTES TOP OF PROPOSED STREAM CHANNEL
I ~ ~ G RIFFLE AND IDENTIFYING NUMBER .Y
a a + e . 270 r . ~a p m k 8 ~ v.,~w~~a,.-acw d 270 MW-5
! ~ l ~ ~ ~ DENOTES EXISTING GROUNDWATER MONITORING
I ~ ~ I I i I ~ WELL AND IDENTIFYING NUMBER
~ I ( FLOODP AIN EXCAVATIO P16 ~ , P17 a ~ R AIN EXCAVATION
P18 P19 ~ DENOTES EXISTING GROUND SPOT ELEVATIONS
~ I P20 i ~ i ~ P21 ~
265 ,
I i ; ~ ! i I ~ X ROCK37 DENOTES AS-BUILT LOCATIONS AND 4 P24 ELEVATIONS PREPARED BY THE CONTRACTOR S
I ~ , ~ ' SURVEYOR. OBTAINED FROM "SOUTH WAKE
PROPOSED SURF~CE OF G LANDFILL STREAM & WETLAND RESTORATION
I I i RELOCATED CHA NEL i POOL, `fYP RIFFLE, TYP RECORD DRAWING" PREAARED BY PHILLIP POST
SEE SEE 1 1 EXISTING STREA CHANNEL ~ & ASSOCIATES, CHAPEL HILL, NC. SEALED
60 _ D1 ~1 ` 1 ° 260 BY JOHN A. WOODCOCK AND DATED 8-21-08.
I t 7 w RELOCA D 3° SANITAR t ED 3" SANITARY EWER (GONG ENC SED) THESE DRAWINGS ARE REPRODUCED AT THE
I I ~ FORCEM IN -TOP OF I i p ( ~ SIN -TOP OF PIP EL=262.59 END OF THIS RECORD DRAWING SET.
l , ~ 1 ,
i I I ~ i I 4 2 0 4°
i ~ i
255 255 ~°=4'-0°
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 3~ 30+00 31 +00 32+00 40 20 0 40'
1'=40'-0°
RECORD DRAWING
RECORD DRAWING Esc WAKE COUNTY SOL DESIGNED THIS DRAWING HAS BEEN MODIFIED ~ NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
0 ~ li
TO REFLECT FIELD CHANGES MANAGEMENT D DRAWN PWS `r S o EcoSclence REPORTED BY THE CONTRACTOR OR ~ :MENT DIVISION STREAM RESTORATION SHOWN BELOW H & S JOB 30547 MEASURES ONE NUMBER
SOUTH WAKE LAS ANOTHER PARTY, BUT NOT VERIFIED CO oration WAKE LANDFILL STA 22+00 TO STA 32+00 INCH LONG ON
CHECKED BY THE CERTIFYING ENGINEER Environmental En ineers & Scientists w.~::W CONTRACT DRAWING
~ 9 ~ 9 1101 Haynes Street, Suite 101 3 RECORD DRAWING 11/09 JAB PROJ. ENGR. JAB THlS DOCUMENT ORIGINALLY Q. 4011 WestChose Blvd, Raleigh, North Carolina 27607 Ratei h, NorthCazolina27604 GENERAL THE ORIGINAL NUMBER NUMBER
v FNGINti~ ~v g 2 CONFORMED DRAWINGS 11/07 JAB ISSUED FOR CONSTRUCTION o ~ TREAM RE T R. S SO RESTORATION DRAWING. 1 A G3
y o 1 CONSTRUCTION 8/07 JAB AND SEALED BY DONALD L. N A. ~ PLAN AND PROFILE
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
2010032D 17:02A N:\30547-STREAM-RESTORE\RECDRO DRAWINGS\Gen\G03.dwg By.PSELISRER Last Saved By: psdisker XREFs=

,rr ~,•..r--
d °
R TAKED OUTER BANK, NOTES:
GRADED AND REMOVED 3 ~ ~ ~
~ ~ SEDIMENT IN STREAM, REGRADED 3 ! ° a ~ f~.,, , 1. TOPOGRAPHIC INFORMATION DATED 12-08-06 ' ~ OBTAINED FROM GEODATA CORP., 104 E. NORTON
• POINT BAR ~ ~ LIMITS OF DISTURBANCE TYP 2 i ti, ~ ~ ~ ~ ST., ZEBULON, NC 27597.
. RESHAPE BANK MAT BANK , ~
TRANSPL NTED ADJACENT WILLOWS . r.~-~^~ ~ ``-v-°~" 2. FOR RIFFLE AND POOL DATA SEE DWG C4.
1 N k a ~
. ~ _ , o ~ END CHANNEL E- o { , ~ ~ ~ 3. ALL EXISTING AND PROPOSED ELEVATIONS, GRADING,
; ° UT TO NORTH FOR ~ AND CONSTRUCTION CONTROL POINTS WERE DERIVED ~ FROM AND RELATIVE TO TOPOGRAPHIC MAPPING.
1' STA. 0+93,35
` 1 J~`~~~~.i',' _J~. TOPOGRAPHIC MAP DISCREPANCIES IDENTIFIED AS A , ,i' ~ RESULT OF FIELD SURVEYS DURING CONSTRUCTION,
> ~ 2-LOG~`VAN~ ~ TH OOT W ~ f jJ/ ~Y/ ~ `.^T.~ R 9~ e ~ PROPOSED OCATED CHA L RESHAPED PINT BAR AND SLANT _ANTE~ f~ r!'` INCLUDING ELEVATIONS ALIGNMENTS OR SLOPES,
SEE FLOODPLAIN EXCAVATION ~i; a ~ ,w ~ BANK WITH WILLOW STAKES ~ MAY BE ADJUSTED IN THE FIELD AT THE DISCRETION
~ N 1 ~ cA 3 x , d' END iANNEL -A- OF THE ENGINEER.
• , y,° o ~ ~ k RESI~7pAPED BAR AND ~ - / , ~ c~ 1 D1 N co _ o ry + ' ~ ~F~4C-AVATION STA. 42+69.45
N ~ o OPF~SIT STREAM BAN ~w N p A~ ~ ~ ~ ~.r ~ ELEV.=261.55 ~-,~,g 4. NO LAND DISTURBANCE ACTIVITIES MAY BEGIN UNTIL ~ ~ ~ ~ ALL EROSION CONTROL MEASURES ARE INSTALLED
.J r,,,~ \ \ Y ~ ~ ~ ~ TONE OUTLET (TYP) ACCORDING TO THE DRAWINGS AND APPROVED BY r'c, " 1.K63 ~pp SEE THE ENGINEER. THE CONTRACTOR SHALL BE
~ ~ ---1- ~ ' RESPONSIBLE FOR MAINTAINING ALL EROSION
..t#~,.s~.s:,.: s~ ~ ~ REMOVED C NEL A s ~a w ~ F. ~ ~ X ~ ~ a ~ o o~ r~--w'`' CONTROL MEASURES ON A DAILY BASIS ~ ~ _ fem..-- ~ D5 ~ THROUGHOUT THE CONSTRUCTION PERIOD.
. ~ v:.~.s;~. ,;ti REPLACED WI TR GHT o ~ ~ ~ k I,~x , . ~ / `x ~ CHANNEL ~ o ~ ~s ~ ~
~ ° + ~ 5. GROUNDCOVER ON EXPOSED GRADED SLOPES OR
S' . 4~'.,,N, a 6 . N , ~ ~~~z~,, ~ , m~ ~ ~ 1~- FILLS SHALL BE ESTABLISHED WITHIN 21 CALENDAR
RESHAPED POIrv~T BAR ~ , . ~ ~'°'d x' ~ ~ DAYS OF COMPLETION OF GRADING ACTIVITIES.
• LOG VANE ITH ROOT WAD ~ 3 kf• 1 / 3 ' ~ 1~8,~_ ~ _~m_ ~ PROP'S 55~LF TE ARY LF TEMP-ORARY ~ ~ ~ ~ mss.--~ PERMANENT COVER SHALL BE ESTABLISHED ON ALL
<<~, ~ . ~ , ~ dw r ~ `a., STREAM CROSSING r r ° j ~ ~ RESLOPED POINT BAR l ~ ZING ~ ° • r' ~ X _ DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
SE ~ f : ~ ~ ~ , 11 ~ ~ .~s, - CALENDAR DAYS (WHICHEVER IS SHORTER)
_ ~ ~~.ffi ~ FOLLOWING COMPLETION OF CONSTRUCTION. ' ]i 1 _ _
. ~~..~h ~ ~ SILT Et~CE (T P) . - ~ 6. IN AREAS WHERE SOIL SURFACES HAVE BEEN
.4 , ai ~ ~ 4 1 ~ „ ~ : ~y, ~ ~ r I. w ~ _ i Y r ~ Er COMPACTED, RIPPING OR SCARIFICATION SHALL BE f PERFORMED TO THE SATISFACTION OF THE ENGINEER.
1 1 1
o ~ ° ALL DISTURBED AREAS SHALL BE STABILIZED WITH A
~ - ~ ~ ~ r ° _ " ~r. v~~-'"``---~~~ ~y - }~'~'~'~r' p - ~ TEMPORARY OR PERMANENT SEEDING. • t.. ~.~y -
+ ht,~4; ,~h `~.~~tY. M •.4~~ ~`~4 ~~5~ ~ ~7.j.S:M 'hy"y.~~ y 77 ''e. o ~ _ _ 7. ALL FLOODPLAIN AND CHANNEL EXCAVATION, OR
BEGIN CHANNEL -E- • • ••~~K.~~3s ~ .y.~, .~f~r='Z~.~ Win.. ~S ~t~yH~~,.W«'.,,. .s~ y,X.ri~3~~.~ _4. y'94. , r''k~5" .4w, rvrf.' t ~ vr~~x~~~.+ R^ _ S~~ 1~.2 Y, L -"'Y"..".a..*~,-. v----- ~ - _ j "4"~ 3 UT TO NORTH FORK ~ , h~ f.~~. ~ t ~ - _ - - _ a ~ ~ ~ DISTURBED STREAM BANKS, SHALL BE STABILIZED
~ 3 , ~ SLOPE POINT BAR BACK r ; ~ , - o .a ,t„~.~, ,Try „ ~ ,~+_b,. - _ ~ THE DAY EXCAVATION IS COMPLETED BY
STA. 0+00 ti~~.':~~ z~=~~y _ 3 - _ ? ~ J - - t - ~ _ - x INSTALLATION OF COIR FIBER MATTING. THE r° ~ ~ CONTRACTOR SHALL IMMEDIATELY SCARIFY SEED
EXISTING CHANNEL
~;~~r TO BE BACKFILLED _ ° ~ , , ,G _ " •~"'r.'~; _ E NG CHANNEL 3 RIP RAP . ROTEC ON A•I~D EXISTING CHANNEL AND MULCH ALL DISTURBED AREAS. IEL ~ LOG Si 'S OUTBID STREAM TO BE BACKFILLED j `
PROPOS D FLOODPL P00 - RROPOSED FL00[~PLAIN POOL 0 BE BACKFILLED .ED ~ CHANNL ~ li 8. ALL IDENTIFIED FLOODPLAIN BACKFLOW CHANNELS
SEE SEE t 5 ~ ~„r BISECTING THE NEW CHANNEL SHALL BE FILLED
? PROPOSED CHANNEL PLUG (TYP.) / .~'"t SUFFICIENTLY TO RESTRICT PREFERENTIAL FLOW.
D2 SEE ~ - ( , D2 EXISTING CHANNEL ~ E.• INITIAL CHANNEL TIE-IN SHALL BE LEFT OPEN AS A
TO BE BACKFILLED j,, 1 p NATURAL CONFLUENCE. AT THE DIRECTION OF THE
t ~ D2 ~ f ~ ENGINEER, SOME SECTIONS OF THE BACKFLOW
CHANNELS SHALL REMAIN OPEN TO PROVIDE EPHEMERAL POOL HABITAT.
®'a ! i' I ~ 9. ONCE ALL DISTURBED AREAS HAVE BEEN STABILIZED
£9 i f~ ~„,,~t WITH EROSION CONTROL SEEDING, THE CONTRACTOR
~~`""•~+~.,.s••~ SHALL REMOVE ANY REMAINING EROSION CONTROL
~ / P ~ ~e I I B ~ i r~ ,,r--~ ~ MEASURES, REMOVE ANY STONE AND GEOTEXTILE
AND SCARIFY ANY COMPACTED AREAS TO THE
SATISFACTION OF THE ENGINEER. ALL DISTURBED PORTIONS OF THE SITE SHALL BE SEEDED, MULCHED,
AND STABILIZED.
280 , 280
I ( € 1 s F ; ~ ~ I I I
i ~ ; ~ I I ~ f
I i ~ I € ~ r I
t
~ ~ i I F i i 1 F LEGEND
I GROUND SURFAC ELEVATION AT C OF I ~ i I - -
275 ~ ~_.°.,~~,~m ~ PROPOSED RELO ATED CHANNEL , P ~ P4 DENOTES PROPOSED STREAM CHANNEL
POOL AND IDENTIFYING NUMBER
~ I I I I I ~
I I 4 W ~ , M i
N N N N N M ~ ~ ~ ~ ~ ~ ~ ~ ~ M TR6 DENOTES TOP OF PROPOSED STREAM CHANNEL
h- F- ~ ~ ~ F- l I- FLOODPLAIN EXCAVATION I I ~ RIFFLE AND IDENTIFYING NUMBER
w m , 270 _ .s~ , 2 7 0 MW-5
f ~ ~ 4 ~ I i I ~ I DENOTES EXISTING GROUNDWATER MONITORING
E 1 WELL AND IDENTIFYING NUMBER
s I ~ ~ 3 3
I ~ DENOTES EXISTING GROUND SPOT ELEVATIONS
s ~ }
r _ u 3 x 271.637 DENOTES AS-BUILT LOCATIONS AND s., i _ ~ ROCK ,
265 ~ ~ _ m~~,~,.~ . . P24 I i ELEVATIONS PREPARED BY THE CONTRACTOR S
t ~ i j Pz5 P26 l r ~ SURVEYOR. OBTAINED FROM `SOUTH WAKE
1 P27 ~ ~ I LANDFILL STREAM & WETLAND RESTORATION
P2s ~ ~ ~ RECORD DRAWING" PREAPRED BY PHILLIP POST
P29 I ~ i P30 ' P31 I I i P31 iP32 & ASSOCIATES, CHAPEL HILL, NC. SEALED
~ PROPOSED SURF CE OF ~ ' I P33 BY JOHN A. WOODCOCK AND DATED 8-21-08.
m ~ . a 260 6° °=~~°~"`"`~°~°~~°`°R"°`-~ 260 THESE DRAWINGS ARE REPRODUCED AT THE I ~ ~ ~ END OF THIS RECORD DRAWING SET.
I ~ G = ~ I
~ 4 ` 1 ~ ~ POOL, TYP RIFFLE, TYP; f i
~ ~ ~ ~ SEE SEE i , I
~ I ;1 1 ~ I C~ 4 2 0 4'
i ~ E ~ i € p1 D1 ~ N !
255 ~ 255 1 "=4'-0"
32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 4~ 40+00 41 +00 42+00 40 20 0 40'
1 °=40'-O°
RECORD DRAWING
RECORD DRAWING Esc WAKE COUNTY SOl DESIGNED T A IN AS E N 0 1 1 0 CA NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
HiSDRW GH BE MDFE D ~ ,
TO REFLECT FIELD CHANGES MANAGEMENT DRAWN PWS E J of EcoSclence :MENT DIVISION STREAM RESTORATION SHOWN BELOW H & s JOB MEASURES ONE NUMBER 30547
REPORTED BY THE CONTRACTOR OR ~ SOUTH WAKE LAS ANOTHER PARTY, BUT NOT VERIFIED CO oration WAKE LANDFILL STA 32+00 TO STA 42+00 INCH LONG ON
CHECKED BY THE CERTIFYING ENGINEER r Environmental En ineers & Scientists CONTRACT DRAWING
1 `~39 ~ g 1101 Haynes Street, Suite 101 3 RECORD DRAWING 11/09 JAB PROD. ENGR. JAB THIS DOCUMENT ORIGINALLY F 4011 WestChase Blvd, Raleigh,. North Carolina 27607 Raleigh, Northcazolina27b04 GENERAL THE ORIGINAL NUMBER NUMBER
NGIN`cE ~ 2 CONFORMED DRAWINGS 11/07 JAB ISSUED FOR CONSTRUCTION 0 ~ STREAM RESTORE
y o 1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L. N O A. RESTORATION DRAWING. A G4 PLAN AND PROFILE
NC. ISSUED FpR DATE BY APPROVED ~ CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
2090Q920 71,02A H;A30547-STREAM-RESTORE\RECORD DRAWINGS\Gen\G04,dwg By,PSELISKER last Saved By. pselisker XREFs=

~ z . ~ y ~~t ~ ~ i
~ ~ F
/ ~ e ~ ~ N 0 TE S .
r^" . ~ 1. TOPOGRAPHIC INFORMATION DATED 12-08-06
r ~ e ~ ~ OBTAINED FROM GEODATA CORP. 104 E. NORTON
~ r' °o- ~ ';j6 9~``®``~ ST., ZEBULON, NC 27597.
_
TEST PLOT 0. . ~ ~ 2. FOR RIFFLE AND POOL DATA SEE DWG C4.
~ °SEE D G FL DPLAIN EXCAVATION 20 LONG z 15 WIDE x 1.5 THICK ,r e ~ ` CLASS B RIP RAP BANK STABILIZATION 4 ° ~ 3. ALL EXISTING AND PROPOSED ELEVATIONS, GRADING,
s9 ~ CONSERVAT N EASEMENT TYP AND CONSTRUCTION CONTROL POINTS WERE DERIVED ~ ~ FROM AND RELATIVE TO TOPOGRAPHIC MAPPING.
~ ~ ~ ~ d ~ ~-4~.@~ `a ° TOPOGRAPHIC MAP DISCREPANCIES IDENTIFIED AS A
~ '4 ~Sa' d. , ~ ~ k~ ~ ~ END CHANNEI
ti Q END CHANNEL -A RESULT OF FIELD SURVEYS DURING CONSTRUCTION, NORTH FORK LITTLE BRANC INCLUDING ELEVATIONS ALIGNMENTS OR SLOPES,
N ~ NORTH FORK cn p as ~ MAY BE ADJUSTED fN THE FIELD AT THE DISCRETION
ti o ~ o ~ TEMPORARY STONE OUTLET T ° STA. 49+28 ry ° sa ~ SED RELOCATED CHANNEL ° SEE STA. 49+28 ~ ~ ~ OF THE ENGINEER.
v q,~.,- ~ 13 ~ a ~ 1•s EE ° - ` " ~ ~ ~ ~ 4. NO LAND DISTURBANCE ACTIVITIES MAY BEGIN UNTIL
K z~ 2 ~ r , I ~ ALL EROSION CONTROL MEASURES ARE INSTALLED
f ~ ~ ACCORDING TO THE DRAWINGS AND APPROVED BY
~ , s . THE ENGINEER. THE CONTRACTOR SHALL BE
~o ~ ~ J ~ RESPONSIBLE FOR MAINTAINING ALL EROSION
. ~ m O + / CONTROL MEASURES ON A DAILY BASIS l THROUGHOUT THE CONSTRUCTION PERIOD.
EXISTING STREAK ~
,tee ' \ O d ~ 5. GROUNDCOVER ON EXPOSED GRADED SLOPES OR
t FILLS SHALL BE ESTABLISHED WITHIN 21 CALENDAR
f ! DAYS OF COMPLETION OF GRADING ACTIVITIES.
hew ~ ~ ~ ~ PERMANENT COVER SHALL BE ESTABLISHED ON ALL
~ e.. ~t'°~ ~ t ! ~ ° DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
~ ' ~ ' ~ ~ ~ ' TEMPORA SILT FENCE TYF\I . , ~ { .L ° . it / ~ { CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
a ~ 4 ~ _ 6. IN AREAS WHERE SOIL SURFACES HAVE BEEN
> , ~ ~-~4. COMPACTED, RIPPING OR SCARIFICATION SHALL BE
_ 1 ~ I ~u _ _ e o , a r awl ~ ~ , ° ° PERFORMED TO THE SATISFACTION OF THE ENGINEER.
~ ~ ~ . ° ~ a. ~ ALL DISTURBED AREAS SHALL BE STABILIZED WITH A
° a~, TEMPORARY OR PERMANENT SEEDING.
3 i ~ ~ * ~ ° ` • ° 7. ALL FLOODPLAIN AND CHANNEL EXCAVATION, OR
i a a,. ° ` DISTURBED STREAM BANKS, SHALL BE STABILIZED
TE ORARY STREAM CROSSING PROPOSED 5 LF MPOR Y ~ ~ ` ~ ~ ~ ~ ~ THE DAY EXCAVATION IS COMPLETED BY
R OVED AFTER STREAM STREAM ROBBING ~-4 m ~ ~ INSTALLATION OF COIR FIBER MATTING. THE
ELOCATION SEE ~ 1 m~ ~ CONTRACTOR SHALL IMMEDIATELY SCARIFY, SEED
LIMITS OF DISTURBANCE TYP. { ~ ~ ) .M.~----- ~ ~ i ~ s AND MULCH ALL DISTURBED AREAS.
D4 , g •r~ , ~ EXISTING CHANNEL ALIGNMENT TO REMAIN 1 8. ALL IDENTIFIED FLOODPLAIN BACKFLOW CHANNELS
a SEE SHEET G2, GENERAL CONSTRUCTION SEQUENCING g~ ? n BISECTING THE NEW CHANNEL SHALL BE FILLED ~ ? a ~
_ .f'~y ~ ? SUFFICIENTLY TO RESTRICT PREFERENTIAL FLOW.
INITIAL CHANNEL TIE-IN SHALL BE LEFT OPEN AS A
NATURAL CONFLUENCE. AT THE DIRECTION OF THE
ENGINEER, SOME SECTIONS OF THE BACKFLOW CHANNELS SHALL REMAIN OPEN TO PROVIDE
EPHEMERAL POOL HABITAT.
9. ONCE ALL DISTURBED AREAS HAVE BEEN STABILIZED
WITH EROSION CONTROL SEEDING, THE CONTRACTOR
SHALL REMOVE ANY REMAINING EROSION CONTROL
MEASURES, REMOVE ANY STONE AND GEOTEXTILE AND SCARIFY ANY COMPACTED AREAS TO THE
SATISFACTION OF THE ENGINEER. ALL DISTURBED
PORTIONS OF THE SITE SHALL BE SEEDED, MULCHED,
AND STABILIZED.
275 I
I
I I a ~ I l
I
I ~ ; € 5 F I
~ i, I ~ LEGEN D
GROUND URFACE ELEVATIO AT CL OF 93 ~,~m~ ~ ~ ~ 270
270 s ~ ~ a.. ~ ~ . PROPOSE RELOCATED CF~AN EL I I ~ 'END CHANNEL ~ ~ ~ ~ I END CHANNEL -A- ~ 9 P4 DENOTES PROPOSED STREAM CHANNEL`
I 6 ~ i NORTH FORK NORTH FORK LITTLE BRANCH ~ POOL AND IDENTIFYING NUMBER
FLOODPLAI EXCAVATION ~ 1 ~ ~ ~ ~ STA. 49+28 STA. 49+28 ~ ~
I PROPOSEDFLO~DPLAIN BEYOND ~ ~ E TR6 DENOTES TOP OF PROPOSED STREAM CHANNEL
~ I I 4 i a ; ~ I ~ , , x RIFFLE ANO IDENTIFYING NUMBER
i ~ m G i ~ ~ f F
. ~M-~~ 265 ' ~ ~ ~ ~ ~
- I ~ ~ ~ ~ i f ~ DENOTES EXISTING GROUNDWATER MONITORING
; I I j ~ ~ WELL AND IDENTIFYING NUMBER I
~ I ~ i I ~ t I I I ~
1 i ~ E DENOTES EXISTING GROUND SPOT ELEVATIONS
~t i . , E ~
I 260 ~ ~ffi y. . 260 ~ xROCK37 DENOTES AS-BUILT LOCATIONS AND
I i I ~ o ~q_, ~ ELEVATIONS PREPARED BY THE CONTRACTOR S
I I d ~ ~ ~ 1 ~ SURVEYOR. OBTAINED FROM "SOUTH WAKE
1 PROPOSE SURFACE OF I i I EXISTING STREAM GRADE AT CL I LANDFILL STREAM & WETLAND RESTORATION
I RELOCATE CHANNEL ~ r ~ ; I ~ ! f ~ RECORD DRAWING" PREAPRED BY PHILLIP POST
I I i ; ~ & ASSOCIATES, CHAPEL HILL, NC. SEALED
i , ~ I ~ ~ i I ~ BY JOHN A. WOODCOCK AND DATED 8-21-08.
' ~ a F 2 5 5 ~ o ~ e ~ ~ ~ I, I j THESE DRAWINGS ARE REPRODUCED AT THE
i ~ ~ ~ ENO OF THIS RECORD DRAWING SET.
I ~ I 1 ~ ~ ~ ~ ~ ~ ~
~ ~ i
! ~ f E ~ ~ ~ ~ ~ 4 2 0 4'
~ ~ ~ i 1 "=4'-0®
~ i 250 250
42+00 43+00 44+00 45+00 46+00 47+00 48+40 49+00 49+41 5 1 50+00 51 +00 52+00 40 20 0 40'
1 ~=40'-O`
RECORD DRAWING
RECORD DRAWLNG Esc WAKE COUNTY SOL DESIGNED GAS NTY SOLI® WASTE THE SCALE BAR DATE AUGUST 2007
THIS DRAWING HAS BEEN MODIFIED ~N 0 ~ MANAGEMENT D :MENT D11/ISION STREAM RESTORATION SHOWN BELOW H & 5 JOB
DRAWN FWS TO REFLECT FIELD CHANGES E EcoSclence REPORTED BY THE CONTRACTOR OR ~ MEASURES ONE NUMBER 30547
SOUTH WAKE LAS ANOTHER PARTY BUT NOT VERIFIED CO Oratlon WAKE L~INDFILL STA 42+00 TO STA 52+00 INCH LONG ON
CHECKED ~ BY THE CERTIFYING ENGINEER / Environmental En ineers & Scientists 193 g 1101 Haynes Street, Suite lOl CONTRACT DRAWING
3 RECORD DRAV~NG 11 09 JAB JAB / PROD. ENGR. THIS DOCUMENT ORIGINALLY F ~ 4011 WeslChase Bud, Raleigh, Norfh Carolina 27607 Ralaigh,NorthCarotinaz7604 GENERAL THE ORIGINAL NUMBER NUMBER
v NGIN`V~ ~v 2 CONFORMED DRAWINGS 11/07 JAB ISSUED FOR CONSTRUCTION 0 J STREAM RESTORE RESTORATION DRAWING. 1 A G5
ti o 1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L. N ~ / A. PLAN AND PROFILE
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397. H & S FLAT FILE N0.
20900920 11,02A H:A30547-STREAM-RESTORE\RECORD DRAWfNGS\Gen\G05,dwg ByPSEL1SKfR Last Saved By; pselisker XREfs=

A
4 ~ i££~~; r ~i
r r c ~ ~ ~ A, f i t P ~ 1 X ~ P ~ i . NOTES:
r r ~ ~ _ ~ ~ i ? i 1 ~ 4 1. SPOIL PILES DIRECTLY ADJACENT OF THE ROAD
r ? r ~ ~ ~r--°'"~ SHALL BE REMOVED AND STOCKPILED AT OR, IF ` y ~ ~ APPROVED BY THE ENGINEER, USED TO
r r ~ i ~ ~ 4 ~ s~ ~ ~ ~ CONSTRUCT THE BYPASS ROAD.
r r r r ~ ~
r r r r ~ ~ / 's err. ~ ~,'r ~ \ ~ s 2. FOLLOWING COMPLETION OF BRIDGE WORK, THE
V = 1
? e r r ~ 1 s' ~ f ~ ~ GRADED TO ELEVATIONS MATCH NGD THE NATURAL
`x • s ~"`~p-----~~~ CHANNEL FLOODPLAIN ELEVATION. RESTORE
r ? PR POSED RELOCATED CHANNEL `1 _1'~~,, :`':~a I ? O a ; ~ i ~ , e ~ tee,,-l' ~ EXISTING CAUSEWAY AND INSTALL NEW ROADWAY ~ / TO LINES AND GRADES SHOWN. SCARIFY ALL
r r r ~ t 1 ~ 1 t\ ~ ~ ~ DISTURBED AREAS, AND STABILIZE.
r ~ ~4 ~ r r ...a n LIMIT OF DISTURBANCE, TYP b;,; `k'\ ,
r ? r :v;.~y. t 6 ~ 5 ~ 3. REMOVE EXISTING SPOIL PILES AND GRADE
r r GROUND SURFACE TO APPROX. EL 274.0 AND
r r ? CONSTRUCTED SWALE (FIELD ADJUSTED) t. 4 ' ~ ~ GRADE TO DRAIN TOWARD RELOCATED CHANNEL.
? r r SEE ~ ~ ~ w / ~ MATERIAL EXCAVATED MAY BE REUSED FOR f/ ~ CONSTRUCTION IF DEEMED SUITABLE BY
~ ~ ENGINEER.
' D2 4 Pi , f
EXISTING CHANNEL-- ~ r r ~ ~ , ''r~ ~
r : r r ? k \ t ti ~
r ? r r ~ 1 ~ ~ r l '1J " ~'~qy ~ ~ ) : /
P ~ ~ r r ? ? r r ` 4 il .P ~ r
~ ~ s ~ ~
1 ? ? r ? r Q ~ 1 O
: r ? r r r r'° ~ e 1 k e
X ~ ~ `1 EXiS ING WETLAN ? e r ? ~ ~ ~ ` ~ ~
? r ? r r X ~ ` .6 ~ 3 P4
`I 1 - ~ ~ '
~ 4 \ j i i `4
t r r r r P4 ~ 1 1
i r r r r ? PE~OPOSED TE ~ PO~ARY DUAL I ~ d~ ~g~
~ r r r r ~ y - 15 ;RCP 0.5 e LOPE ~ ~
~ ~
PROPOSED TEMPORARY DUAL ® ~.a------- ~ ~ 3; ~ • a L:: ; T-•t _ • . ~ ~
RCP 0.5% SLOPE - p ..m..---~-° 1 F •~'r ' 9 F r: i yi 15x4.. !~j . r
t 4e• '.I'r• ' Sx ~ _ o ~
X275.00 , ,.r, 4, , 74.00 1% SLOPE TYP ~ X274. •;~~s'•c. ~w;
.X 5.00 ? II'~.-' r'" a ~
` ~ 4• ~ m ' i
~
_ - • a . _ - - ;t~ .
- ~ w ~ - ~ ~ - - i - -
~XISTING ACCESS ROAD TO REN~AIN
AS-BUILT SP ~~__,w...~-a ~ t 10PEN AT ALL TIMES t' ` ~ _ ~
r1ar ~ m m . t
27 4 G 4 5 ~ .~e~ Z8t,4po
~ 3% SLOPE 2 5
° 281.0 ~ X281.0 ~ n . ~.L .
o ~ - - _
~ / I ,
. . ~ ~
-
~ r;; °~=r:.,;,; : , ,EXISTING 8 IDE x 6 HI( ~ ~ CMP Cl~~ R ~'gTYP,rb~F 2 ~HNIDE x 6 HI~ ~ L ~ ~ ~ , :RT;~,TYP,,~O~F 2 L1PTfG,A °°i " ~ ~ ~
a ~ a:5yr^ ~ T e,~~ ..~~t.. . 3 NOT IN CONTRACT 9 '~`-':>,a;~~:;,;~; K~ ~
~T ~~~''"1 ,A'~ ~.a'k ~ . aW ~~..~A~ Via;: y * a..,.; ' _ ~ "o„„~. n ( p..~tt~ 'Y. ~~~~I al ~fl ~ 1 ~ jf}Qt .d'""~/ ~~~~.~.-~°-.,--,~.-.....».....rt.,. ~~g R"4^-°-..""J,y%,
V ~ ,rl n~ i4 .s~...~i -T~;G-7 ray{,. ~ T CONSTRUCTED k ~ . : • ;
; r i 4 i
, ~ ~ ~ 'ma`y ~ - - s ~ t ~ / a ff ~ ..-~-P'P.K•~" ,y/ "tea"- `
V ,i ~ ~ 1 ~ ~ l P P 1
, _ PROPOSED 30 DE "48 SING EP'~E ~ y a
, ~ SPAN CONC AR,H B~ G ,'fOP OF 17 + 111
\ ELEV=281.00 y / .q 8 r. P y~ a
s . g ~ ~ n l ,r ~
~ f , - f"`~
o ~ ~ ~ C f 1
X If fie. o GI ~ ~ q ~4~ DENOTES EXISTING GROUND SPOT ELEVATIONS
d ~.....-w-~ ? I J s • 4) ~ P ~ ~ ~ 271.637 DENOTES AS-BUILT LOCATIONS AND
. ~ ~ w`~, ~ ROCK ,
b~ a _ ~ Jt p ~ ~ ~ ELEVATIONS PREPARED BY THE CONTRACTOR S g ~ ~ ~b ~ ~ ~ SURVEYOR. OBTAINED FROM 'SOUTH WAKE
i ~ " ` '
" ~ f ~ ~ ~ x ~ I I ~ ~ ~ ~"`~4a~~,_~.-j` ~r'~ LANDFILL STREAM & WETLAND RESTORATION
- d / ~ ~ ,r RECORD DRAWING" PREAPRED BY PHILLIP POST
~ ~ 9' ~ y l ~ it ~C ASSOCIATES, CHAPEL HILL, NC. SEALED
y.. ~ . ~ _ BY JOHN A. WOODCOCK AND DATED 8-21-08. -~-.M,. 1p ```i----~""Y~ _ ~ THESE DRAWINGS ARE REPRODUCED AT THE
X ,
I~al ~ -~-°``~p END OF THIS RECORD DRAWING SET.
'e 'l ~ u
/n/n~6 4 ~ Mme'
~ ~ ,~.,f..
4, ~
ry4 4 R~ ~1 ~ s
~ a t ,a 8~
x ~ { 4
i p ~ e u ~'``y,,~
E r ~ ~ ,Q : ~ ~ ~ - RECORD DRAWING
l~. s 1
A REC®RD DR WING JAB WAKE COUNTY SOL DESIGNED THI DRAWI G HAS BEEN MODIF ED GA NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
S N I -0 ~ ~X TO REFLECT FIELD CHANGES MANAGEMENT D :MENT DIVISION SHOWN BELOW H & S JOB
DRAWN P S 6 RECORD DRAWING 11 09 JAB ~ o EcoScience / REPORTED BY THE CONTRACTOR OR STREAM RESTORATION MEASURES ONE NUMBER 30547
SOUTH WAKE LAP 5 CLOMR PERMITTING 12/07 JAB ANOTHER PARTY, BUT NOT VERIFIED CO oration CHECKED WAKE LANDFILL INCH LONG oN
4 CONFORMED DRAWINGS 11/07 JAB SY THE CERTIFYING ENGINEER ~g g ~ Environmental Engineers & Scientists - GENERAL CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
3 CHANGE ORDER NO. 1 11-07 JAB JAB »otx$ynesstr~t,s~~tetoi PROD, ENGR. THIS DOCUMENT ORIGINALLY F 4011 WestChase Blvd, Raleigh, North Carolina 276D7 Raleigh, Northcarolina27604
v NGINE~ ~ 2 CLOMR PERMITTING 10-07 JAB ISSUED FOR CONSTRUCTION 0 J STREAM. RESTORI N o I RESTORATION PRECAST CONCRETE BRIDGE AND BYPASS LANE DRAWING. A G6
1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L. N A. ~ H & S FLAT FILE NO.
NO. ISSUED FOR DATE. BY APPROVED CORDELL, SEAL NUMBER 8397
' 20100920 11:02A H:\30547-STREAM-RESTDRE\RECDRD DRAWINGS\Gen\GD6.dwg By.PSELISKER Lest Saved By. pselisker AREFs=

6
BRIDGE MANUFACTURED AND INSTALLED BY
NC PRODUCTS/OLD CASTLE PRECAST INC.
RALEIGH, NC.
285 ,
12° ABC EXIST 30' WIDE ACCESS - ~ ~ ROAD, TOP EL 277.50
I
5 TOP OF ROAD S RFACE ,
5 48 CLEAR SPA X 30 WIDE EL 281.00 PRECAST BRIDG 60' MIN 45' MIN
~ ~ ~ I . ~ - F 2sa
2so
280 ~ . "
STRUCTUR L Fil ~TRUCTUR L FILL
CHANNEL LUG ;HANNEL LUG WITH BARRIE SOIL REM VE EXIST HIGH x 8' WIDE MP
A ~ CHANNEL ACKf ° CUL RT (TYP F 2) AND REPLAC ;HANNEL ACKFILL WITH :CHANNEL LUG
275
n
275 ~ ~ m 275 2 ~ !
I ~ 1 d CHANNEL BACKFILL ~
PROPOSED REL CATED CHANNEL PROPOSED GRA E ~ EL 273.0 - ~
'i n~
~ j vo ~ I
270 a ~~w~.
CAST IN PLACE ONCRETE ~ I I j 1~ Z ~ ~ ~ I 1 ~
.FOUNDATIONS (EE NOTE 2) ~ i I
I I
( 1
I l j 2s5 ~ ~
I 265 265 UND RCUT 12 IN TO FIRM SUBGF~ADE #
-1+00 0+00 1+00 2+00 3+00 4+00
~ - - EXIS CHANNEL BOTTOM, TYP
NOTES: I ~ ~ ~
2so
1. PRECAST CONCRETE BRIDGE SECTIONS SHALL BE CON SPAN AS 2so / o+oo ~+aa z+oa z+2a 3+00 4+00
MANUFACTURED BY CONTECH OR APPROVED EQUAL AND SHALL BE -~+oo DESIGNED FOR AASHTO H-20 VEHICLE LOADING. CONTRACTOR TO
PRECAST CONCRETE BRIDGE PROVIDE DESIGN AND FABRICATION DRAWINGS TO ENGINEER FOR
APPROVAL.
SECTION A
~ 2. BRIDGE FOUNDATIONS SHOWN FOR ILLUSTRATION ONLY. FOUNDATIONS 1 =40 G6 NOTES:
SHALL BE EXTENDED A MINIMUM OF 3-FT BELOW PROPOSED 1. CONTRACTOR TO REMOVE EXISTING CULVERTS ANO PROPERLY
ELEVATIONS INTO FIRM NATURAL SOILS WITH AN ALLOWABLE DISPOSE OFF-SITE.
BEARING PRESSURE OF 3000 PSI OR GREATER.
3. FOR CONCRETE REQUIREMENTS, SEE DIVISION 3 OF THE EXISTING BOX CULVERTS 2. CONSTRUCT CHANNEL PLUG USING BARRIER SOIL IN AREA SHOWN
SPECIFICATIONS. BY FULL WIDTH OF EXISTING CHANNEL TO ELEV. 275.0. CONSTRUCT
SECTION C REMAINING ROADWAY EMBANKMENT USING STRUCTURAL FILL. SEE SECTION 02200 OF THE SPECIFICATIONS.
4. AFTER BACKFILL OF FOUNDATIONS, INSTALL CLASS "B° RIP RAP 1 "=40' G6
AROUND FOUNDATIONS AND WINGWALLS OF BOTH SPANS AS 3. SEED ROADWAY EMBANKMENT IN ACCORDANCE WITH SPECIFICATIONS.
REQUIRED TO PROTECT FROM SCOUR. RIP RAP MAY EXTEND ONTO BANKS OF RELOCTED CHANNEL IF APPROVED BY THE ENGINEER AND
!F CAPACITY OF CHANNEL IS NOT REDUCED.
285
I EXISTING GRADE
a
50' 50'
e
30-FT WIDE A " t 3
ROAD, TOP EL 2 7.5 w 2ao u a , . . ~ ._...s-~~~~.~m 2so i i ,~u ~riw
12n ABC
3H:1V SLOPE, T ~
~ ~ i
.~r~~
OS AD ®EL 274.0 i ~
275 ~ - ------m ~
I i
I INV 272.5 INV 272.5 \ , i EXISTING PVC FORCEMAIN
45' BENDS, TYP N
270 - 6 ~ 270 PROPOSED RELOCATED PVC FORCEMAIN Z
ECAST CONC B X
CULVERT, TYP 0 3 PROPOSED RELOCATED CHANNEL
PREPARED SUBG ADE, 1. PRECAST CULVERT SHALL BE DESIGNED FOR AASHTO H-20
SEE SECTION 022 0 OF VEHICLE LOADIN . TRACTOR TO PROVIDE DESIGN AND RELOCATED FORCEMAIN AT
SPECIFICATIONS I ~ FABRICATION DRAWING ENGINEER FOR APPROVAL. PROPOSED CHANNEL
5 zs5 2. FOR CONCRETE REQUIREMENTS, SE ION 3 OF THE -~+oo o+oo ~+o0 2+0o s+oo SPECIFICATIONS. DETAIL 1
N TS G3
PROPOSED BOX CULVERTS
SECTION
B 40 20 0 40°
1 °=40~ G6
RECORD DRAWING
RECORD DRAWING JAB ESC WAKE COUNTY S0~ DESIGNED THIS DRAWING HAS BEEN MODIFIED N ~ R NTY SOLI® WASTE THE SCALE BAR DATE AUGUST 2007
~ 0~
T FI AN ~ MANAGEMENT D DRAWN ~ PWS TO REFLEC ELD CH GES 0 1109 JAB ECOSC1enCe 6 RECORD DRAWING / REPORTED BY THE CONTRACTOR OR :MENT DIVISION STREAM RESTORATION SHOWN BELOW H & S JOB 30547 MEASURES ONE NUMBER
SOUTH WAKE LAS 5 CLOMR PERMITTING 12/07 JAB ANOTHER PARTY, BUT NOT VERIFIED CO oration WAKE LANDFILL GENERAL INCH LONG ON CONTRACT DRAWING
CHECKED 4 CONFORMED DRAWINGS 11 07 JAB BY THE CERTIFYING ENGINEER
/ 19 Envoronmentai Engineers & Scientists . 3 CHANGE ORDER N0. 1 11-07 JAB JAB liolxaynesstreet,snitelm PROD, ENGR. THIS DOCUMENT ORIGINALLY F ~ 4011 WestChase Blvd, Raleigh, Norfh Carolina 27607 x~te,~n,rtortncazounaz~~o4 PRECAST CONCRETE BRIDGE THE ORIGINAL NUMBER NUMBER
v NGIN w 2 CLOMR PERMITTING 10-07 JAB ISSUED FOR CONSTRUCTION 0 J STREAM RESTORE
y 0 1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L. N ~ A. RESTORATION DRAWING, 1 A G7 PROPOSED BOX CULVERT AND EXISTING CULVERT
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
2010092D 91,03A H:A30547-STREAM-RESTORE\RECORD DRAWINGS\Gen\G07,dwg By:PSELISKER Last Saved By, pselisker XREFs=

NOTES:
22+00.00
290 290
r ~ 00 O ~ ~
12+00.00 r- O o po ~ 280
290 ° o ~ ~ 290 280
~ O
,N o~ 4- N ~N 280 w o 280 270 ~N O a w ~ a . ~ 4 270
~ O _ ~ O w m_ ~ s _
W ~ W W a I
270 270 260 I ~ 260
260 260 250 I 250
140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 1'20 130 140 140 130 120 110 100 90 80 70 60 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
20+00.00
290 290 ~ N
10+00.00 f~ cJ O Op
290 ~ o o ~ 290 280 i I O O N ~ 280
~ o r` of d~ > CD v-
I ~ ° ~ O ~ ON w ~ ~
2 0 0 280 270 ~ ~ ~ , 270
w w
n,. 270 w 270 260 260
I
260 260 250 250
140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 6 70 0 9 11 0 8 0 100 0 120 130 140 140 130 120 110 100 90 80 70 60 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
8+00.00 18+00.00 290
290 0 ~ N 290 290 o ~ d-
o~ ~ s 1 o ~ o a~ 6i ~ ~
~ o ~ I N O N ~ 3 00 ON 28O
280 N ° i` o 280 280
w W O ~ W ~ ~
w 270 i 270 270 w a w_ ~ ~ 270
260 260 260 a i ~ ~ ~ w 260
140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 140 130 120 110 100 90 80 70 60 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
6+00.00 16+00.00
290 ~ N ~ 290 290 r. r7 290
0 0,- o~ s
o ~ I ap ~N 280 ~ w > r` > 280 280 ~ - g N ' ~ ~ ~ ~ ~ 280
m ~a O ~,A:
p w W ~ ~ ~ ~ F ~ a
w ti.~ _ ~ 270 ~ ~ ~ 270 270 w ~ ~ ~ A ~ 270
1 ~ ~ r ~
260 ~ 260 260 y 260
140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 140 130 120 110 100 90 80 70 60 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
4+00.00 ~ 14+00.00
290 ~ ~ ~ N 290 290 cv d- 290
oN rn i ~ ~ 1 ~ ~ ~ I N Onl w 9 ~ P
o i ~ ~ 280 > ~ N > I 1 ~ ~ 280 280 o, •N ~ ~ 280
w
' B ~ W ~ i ~ w ~ . - -N - ~ w
A i 270 2~0 270 270
~ ~ ~ i P OPOSE CHAN EL, T FL00 PLAIN RADE, TYP ~ F a..~
~ I 260 e 260 260 r g ~ ~ ~ 2sa
140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 140 130 120 110 100 90 80 7 0 0 6 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
20 10 0 20'
1'=20'-0"
RECORD DRAWING
RE RD DRAWING JA8 WAKE COUNTY SOL DESIGNED CAR NTY SOLI® WASTE THE SCALE BAR DATE AUGUST 2007
THIS DRAWING HAS BEEN MODIFIED 0 ~ 1, TO REFLECT FIELD CHANGES o MANAGEMENT D :MENT DIVISION sHOWN BELOW H & S JOB
DRAWN PWS ~L EcoScience REPORTED BY THE CONTRACTOR OR STREAM .RESTORATION MEASURES ONE NUMBER 30547
SOUTH WAKE LAP ANOTHER PARTY, BUT NOT VERIFIED CO oration CHECKED WAKE LANDFILL INCH LONG ON
BY THE CERTIFYING ENGINEER 39 Environmental En ineers & Scientists g 1 }Ol Haynes Street, Suite 101 GENERAL CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER
3 RECORD DRAWING 11/09 JAB PROD. ENGR. JAB THIS DOCUMENT ORIGINALLY 4011 WestChase 81vd, Ralei h, North Carolina 27607 Ratei North Carolina 27604
ENGINE-`~ 9 2 CONFORMED DRAWINGS 11 07 JAB ISSUED FOR CONSTRUCTION ~ 0 ~ STREAM RESTORe RESTORATION CROSS SECTIONS DRAWING. A G8
y o 1 CONSTRUCTION 8/07 JAB AND SEALED BY DONALD L. N ~ A.
NO. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
• 2010D920 2:17P N:\3D547-STREAM-RESTORE\REGORD DRAWINGS\Gen\GOS.dwg By:PSELISKER Last Saved By: pselisker XREfs=

NOTES:
N 32+00.0 ~
280 ~ o ~ 280
i
27a ~ ~ ~ ~ ~ 270
K I w I t I
260 260
t
i I
250 ~ ~ 250
140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
30+00.00
290 290
~ o 40+.00.00
rn ~ ~ 280 ca o ai 280 280 ~ ~ 280
N ~ ~ m d- O rr7 O~ a
O~ ~ I . N O N
N ~ N ~ 270 - 270 27D ~ Cfl N o .~,..,„x~ 270
W ~ i „ t W ~
w ~ 260
260 ~ ~ ~ 260 260
= I ~ ~ i ~ ~ a
t ~ ~ i 250 250 250 I 250
140 130 120 110 100 90 80 70 60 50 40 30 20 10 4 10 20 30 40 50 60 70 80 90 100 110 120 130 140 140 130 120 110 100 90 80 70 60 50 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
28+00.00
290 290
~ 1 ~
oo ~ •oi o~ ~ ~ s 38+00.00
280 280 280 000o ao r r°~ 280
v- N ~ 1 rn~ oco ~ d ~
N Q 27D w ; " § 1 ~ 1 - - 27D 27D .m N O ~ N ~ ti- ~ ~ c0 ~ ; ~ 270
W ~ ~ i W ~ > W -
~ ~ w ~ ~ ~ z ~ ~ ~ ~ 260
260 i ~ 260 260
i
250
250 250 250
140 130 120 110 i00 90 80 70 60 5D 40 30 20 10 O 10 20 30 40 50 60 70 80 90 100 11D 120 130 140 140 13D 120 110 100 90 80 70 60 50 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
26+00.00
290 290
01 ~ ~ N41., ~ ~ .N pW d' ~ d'd' ~ o`~ ~ ~ 36+00.0
O Ott ~ tn0 Otn ~ o~ 280 r co 28D 28D u7 t~ r ~ 280
v- y_~ ~ ~ . n~ NCp y. ~ x # ~ Q
4-N ~ O > ~ N ~ -N i ~N N O ~ N ~ + i o ~ o ~ ~ ~ 270
w ~ I i ~ o e~ - ~ 4- 270 270 270 - ~ N s ~ ~
~ ~ ~ 9 - ~ a~~ sf ~ ~ ~ ~ p
260 ~ 260 260
1 ~ s _ ~ ~~n ~ ~ r..~,. 260 €s ~
250 ~ 250 250 , ~ ~ ~ ~ 250
140 130 120 11D 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 140 130 120 110 100 90 80 70 60 50 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 i20 130 140
24+00.00
290' 290
~ ~ i
~ o l~ ~rl 'o acv a ~.4+00.0 N
280 ~ 280 280 a ~ o 280
..ENO. I : I N o~ O ~
~ > i ~ i ~ I I w ~ Li. I ~ 270 ~ 270 270 & ~ ~ ~ ~ _ ~ 270 ~ll v- N ~ ~ a
~ a ~ g - ~ W wa.~ ~ x« ~ - a e H.s.,~, -
PROPO ED CH NNEL, TYP FL ODPLAI GRA , TYPE ~ ~ i ~
260 260 260 a .s ~o ~ ~ ~ ~ m~,. ~ ~ 260
~ 9 ! g ~ ~
~ ~ ~ 250 ~ ~ I 250 250 ~ E ~ I ~ 250
140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 140 130 120 110 100 90 80 70 60 50 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
20 10 0 20'
1 "=20'-0"
RECORD DRAWING
RE RD DRA IN
GO W G ~aB WAKE COUNTY SOl DESIGNED ~ ~ THIS DRAWING HAS BEEN MODIFIED O NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
~ li TO REFLECT FIELD CHANGES MANAGEMENT D =MENT DIVISION STREAM RESTORATION SHOWN BELOW H & s JOB 30547
DRAWN PWS 0 ti ~ EcoSclence REPORTED BY THE CONTRACTOR DR ~ MEASURES ONE NUMBER
SOUTH WAKE LAI ANOTHER PARTY BUT NOT VERIFIED CO oration CHECKED WAKE LANDFILL GENERAL INCH LONG ON CONTRACT DRAWING
BY THE CERTIFYING ENGINEER Environmental En ineers & Scientists ~ 93 g 1101 Haynes Street, Suite 101 THE ORIGINAL NUMBER NUMBER
3 RECORD DRAWING 11/09 JAB PROD. ENGR. CAB THIS DOCUMENT ORIGINALLY 4011 WestChose Blvd, Raleigh, North Carolina 27607 Raleigh, North Carolina 21604
v ~NGINE~ 2 CONFORMED DRAWINGS 11 07 JAB ISSUED FOR CONSTRUCTION. ~ o ~ STREAM RESTOR~ I RESTORATION CROSS SECTIONS DRAWING. A G9
ti o 1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L. N ~ A.
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE N0.
• 20100920 2a1P H:\30547-STREAM-RESTORE\REGORD 6RAWINGS\Gen\G09.dwg By.PSELISKER Lost Saved 8y. pselisker XREFs=

~__..i ~

~ ~ i
~ ~ ~ j'
II
I I /i
L___` - _1- _
I
I ~ VEGETATIVE r I 200 ~ OO O LW'
TEST PLOT N0.1 ~
~ VEGETATIVE TEST PI :TATIVE TEST PLOT, TYP ~ ~'_2pp'
f .i..~,n
I
I
I I
C
VEGETATIVE PLOT N0.5 VEGETATIVE TEST PLOT N0.5 Q
I
VEGETATIVE TEST VEGETATIVE TEST ~
PLOT N0.2 PL0 ~ 3 VEGETATIVE TEST PLOT N0.4 VEGETATIVE TEST LOT N0.6
GROUND WATER l
MONITORING GAUGE WELL I
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CONSERVATION EASEMENT .
~Q~\~~,5
GENERAL PLANTING NOTES
LEGEN D t. SOME NON-COMMERCIAL SPECIES MAY NOT BE LOCALLY AVAILABLE AT THE 11ME OF PLANTING. THE STEM COUNT H~~LY
FOR UNAVAILABLE SPECIES SHOULD BE DISTRIBUTED AMONG 3
OTHER TARGET SPECIES BASED ON THE PERCENT STREAMSIDE ASSEMBLAGE DISTRIBU110N.
NOTE:
2. STREAMSIDE ASSEMBLAGE SHALL BE PLANTED WITHIN 10 GROUNDWATER MONITORING GAUGE AND PIEDMONT BOTTOMLAND FOREST FEET OF BOTH BANKS ALONG ALL STREAMS AND AROUND VEGETATIVE PLOTS ESTABLISHED IN THE 0~0
FLOODPLAIN POOLS. FIELD BY AXIOM ENVIRONMENTAL INC.
MESIC MIXED HARDWOOD FOREST 3. CLEARED ACCESS ROUTES SHALL REMAIN UNPLANTED TO FACILITATE ACCESS FOR MONITORING AND MAINTENANACE,
PROVIDE PERMANENT SEEDING ON ACCESS ROADS TO THE V
SCHEDULE PROVIDED ON SHEET D3. WAKE 4.
FOR BANK STABILIZATION WITH LIVE STAKES, SEE DETAIL COUNTY
a/DZ. FIRING s
Ve etation Association Streamside Piedmont Mesic Mixed g RANGE
270 6so sso Total StemslAcre (Spacing)
~4-feet x 4-feet] ($-feet x 8-feet) ~8-feet x 8 feet)
c/E
Planted Area acres 3.0 10.1 1.8 14,9 c j
Number ° of N m r° f N m r ° f . ~ /o u be /o o u be /0 0 Number S
Common Name Species Planted Total Planted Total Planted Total Planted
Giant Cane Arundinaria i antes 2040 25 2040 gg
Silky Dogwood Camus amomum 896 10 816 ~~J
1 1 Tag Alder Alnus serruiata 8 6 0 816
Elderbe Sambucuscanadensis 816 10 816 ~ STREAM CHANNEL
~'Y - - CONSTRUCTED FLOODPLAIN
Box Elder Acerne udo 816 10 $16 g Q CONSERVATION EASEMENT
r " 816 10 1 lranwoad Carprnus ca ohnrana $ 6 3
` r 816 10 1 River Birch Betuia nrg a 8 6
• • ~ ~ s ~ APP OONT3 90 AOMLAND FOREST G,~ STREAMSIDE ASSEMBLAGE
Green Ash Fraxinus enns ivanica 408 5 687 10 1095 p Y APPROX. 0.3 AC.
Am ri n m r PI n i n ii 408 5 687 10 1 9 e ca Syca o e ata us occ de fa s 0 5
American Elm Ulmus amerrcana 408 5 687 10 1095
i h ii ~ 1030 15 1 0 Swamp Chestnut Oak Quercus m c aux 03 'Ja~a~@m~r~atst~n StreaSn~~ PHal~M
Asaa~t~ eansa~r~f Fare. 2FF6 T~1aa 319r~5t?5~~3~€~~p} µ~atx.ta9at~ {sieatx3a9aig
1030 15 Shagbark Hickory Carya ovafa 9030 and as sxa E+,3 d.3
Bittemut Hicko Carya cordiformis 1030 15 1030 ry "~.l ;a'r°t'c°Ti~ g~q,~,~ t~.rtaar °,£~af ft~naDar Sf+rit tb9r
r 1030 15 122 10 9153 Cherrybark yak Que. cus pagoda 9~ 7s:r.
7 1 122 1
Tulip Poplar t~nodendron tulrptfera 68 0 0 809 G a^2 9G
American Beech Fa us randifolia 184 15 184 g 9 A ~ . Il _ _ '=:a 5~ 1~ c'~" III ad
r 184 95 184 Red Oak Quercus ubra ~a s Y_ 3
Su a I Acer saccharum 122 10 122 g rNkape • - ti µ3
i~3 !S
Ho -hombe m Ost a vir iniana 122 10 122 p a ry g ._T~t.4~ YS iC~~ ~5: ti{,. 16'8
h rn R k r ! a e 122 10 122 Sout a ed Oa Que cus fa c f
ck rnut Hickor Ca a albs 122 10 122 Mo e y ry
Pi nut Hicko Ca a iabra 122 10 122 m
g ry ryg SUPPLEMENTAL PLANTING PLAN
Total 8160 100 6868 100 1224 100 16,252
RECORD DRAWING
RE RD DRAWIN CO G Esc WAKE COUNTY SOL DESIGNED T NTY SOLID WASTE THE SCALE BAR DATE AUGUST 2007
HIS DRAWING HAS BEEN MODIFIED 0 ~ , TO REFLECT FIELD CHANGES MANAGEMENT D :MENT Di~/ISION sHOwN BELOW H & S JOB 30547
DRAWN ESC F S ~ o EcoScience REPORTED BY THE CONTRACTOR OR MEASURES ONE NUMBER
SOUTH WAKE LAP ANOTHER PARTY, BUT NOT VERIFIED Co oration CHECKED WAKE L~INDFILL PLANTING PLAN INCH LONG ON CONTRACT DRAWING
BY THE CERTIFYING ENGINEER 1939 Environmental Engineers & Scientists THE ORIGINAL NUMBER NUMBER
3 RECORD DRAWING 11 09 JAB ESC tlolxaynesstreet,saitelol / PROJ. ENGR. THIS DOCUMENT ORIGINALLY F' ~ 4011 WestChose Blvd, Raleigh, North Carolina 27607 Raleigh, Northcarolinaz7bD4
11 7 JAB NGIN~ ~ 2 CONFORMED DRAWINGS /0 ISSUED FOR CONSTRUCTION o ~ STREAM RESTORi I RESTORATION DRAWING. ~ ^ n~ O
A BY DOA yN 1 CONSTRUCTION 8 47 JAB ND SEALED N LD L. A , H & S FLAT FILE N0.
NO. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397
20100926 9:03A H:\30547-STREAM-RESTORE\RECORD DRAWINGS\Gen\G010.dwg By.P6ELI5KER Last Saved By: pselisker RREFs=

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INDEX OF DRAWINGS
AB ANCHOR BOLT FF FINISH FLO~i OC ON CENTER UG UNDERGROUND
RADIUS OF CURVATURE CENTER MARK• + DRAWL AC ALTERNATING CURRENT/ FH FIRE HYDRANT OD OUTSIDE DIAMETER UH UNIT HEATER ~ DRAWING N0. DESCRIPTION
ASBESTOS CEMENT FIN FINISH OF OUTSIDE FA(~ UNF1N UNFINISHED CHANNEL FORD • ~ ACT ACOUSTIC TILE FIX FIXTURE OFF OFFICE UR URINAL CROSS-VANE • ~
GEN AD AREA DRAIN FL FLASHING/FLOOR OPER OPERATOR U11L U1ILITY MODIFIED CROSS-VANE GENERAL
FLEX FLEXIBLE OPNG OPENING ADDL ADDI110NAL UT UNNAMED TRIBUTARY J-HOOK VANE COVER
ADJ AD~ISTABLE FLG FLANGE OPP OPPOSITE AFF ABOVE FINISHED FLOOR FLUOR FLUORESCENT ORIG ORIGINAL STEP CROSS-VANE • ~ X VAC VACUUM C X1 INDEX OF DRAWINGS, SYMBOLS AND ABBREVIATIONS
AGGR AGGREGATE FLXC FLEXIBLE CONNECTION OT OPEN TRUSS VAT VINYL ASBESTOS TILE LOG VANE C1 EXISTING SITE CONDITIONS C2 SHEET LAYOUT AND CONSTRUCTION SEQUENCE
AL ALUMINUM FM FORCE MAIN OVHD OVERHEAD VCP ?AIRIFIED CLAY PIPE C' C3 STREAM STAKING PLAN
ALLOW ALLOWANCE/ALLOWABLE FPRF FIREPROOF VEL VELOCITY ROOT WAD C, ALT ALTERNATE FRP FIBERGLASS REINFORCED UENT VENTILATING/VENTILATION TEMPORARY STAGING AREA, G C4 RIFFLE AND POOL DATA
APPROX APPROXIMATE POLYESTER LAMINATE PAR PARALLEL UERT VERTICAL SOIL STOCKPILING • C C5 STREAM STAKING DATA
ARCH ARCHITECTURAL FT FEET PC POINT OF CURVE/PIECE UOL VOLUME NEW CHANNEL G G1 PLAN AND PROFILE STA 2+00 TO STA 12+00
ASB ASBESTOS FTG FOOTING/FITTING PCC POINT OF COMPOUND CURVE VP VENT PIPE BORROW AREA ~ ~ G; ASPH A~HALT FURR FURRING/FURRED PCF POUNDS PER CUBIC FOOT UWC VINYL WALL COVERING G, G2 PLAN AND PROFILE STA 12+00 TO STA 22+00
AT ASPHALT IiLE PE LINING POLYE11iYLENE LINING CHANNEL BACKFILL G3 PLAN AND PROFILE STA 22+00 TO STA 32+00
PERF PERFORATED MEANDER REVETMENT G~ ; G4 PLAN AND PROFILE STA 32+00 TO STA 42+00
G GAS/GAS LINE PERP PERPENDICULAR W WEST/WIDTH G. 8 BORING GA GAUGE PI POINT OF INTERSEC110N W yylT}{ RIPRAP APRON ~ ~ Gi G5 PLAN AND PROFILE STA 42+00 TO STA 52+00 G6 PRECAST CONCRETE BRIDGE AND BYPASS LANE
/ BD BOARD GAL GALLON R PROPERTY LINE/PLATE WC WATER CLOSET IMPERVIOUS CHANNEL BLOCK • • / G G7 PRECAST CONCRETE, PROPOSED BOX CULVERT AND EXISTING CULVERT SECTIONS
BFE BOTTOM OF FITTING ELEV GALV GALVANIZED PNL PANEL WF WIDE FLANGE TOP OF RIFFLE TRi G G8 CROSS SECTIONS
BFV BUTTERFLY VALVE GC ('ENERAL CONTRACTOR PP POWER POLE WH WALL HYDRANT BOTTOM OF RIFFLE - R, PREFAB PREFABRICATED WI WROUGHT IR~I G' BIIUM BITUMINOUS GEN GENERATOR CONSTRUCTED BERM G9 CROSS SECTIONS
~ BASELINE q GALVANIZED IRON PRV PRESSURE RELIEF VALVE WL WATER LEVEL ' ® G G10 PLANTING PLAN
BL •BUILDING LINE GL GLASS PS PUMPING STAl10N W/L WATER LINE PROPOSED SILT FENCE
BLDG BUILDING (#~M GALLONS PER MINUTE PSF POUNDS PER SQUARE FOOT WO WINDOW OPENING PROPOSED DIVERSION DITCH • BLK BLOCK ~ gZApE PSI POUNDS PER SQUARE INCH W/0 WITHOUT
BM BENCH MARK GV GATE VALVE PT POINT OF TANGENT/POINT WP WATERPROOF LIMITS OF DISTURBANCE mow,
BOC BACK OF CURB GW GUY WIRE PTN PARTITION WPFG WATER PROOFING PROPOSED ACCESS ROAD aE1 DETAILS
BOT BOTTOM GWB GYPSUM WALL BOARD PV PLUG VALVE WPT WALL PENETRATING TYPE BRG BEARING GWF GAZED WALL FINISH PVC POLYWNYL CHLORIDE WSE WATER SURFACE ELEVATION PROPOSED STONE OUTLET ~ • Q D' D1 MISCELLANEOUS STANDARD DETAILS
BRK BRICK GYP GYPSUM PVMT PAVEMENT WSP WEATHERSTRIP p D2 MISCELLANEOUS STANDARD DETAILS
BRZ BRONZE PW POTABLE WATER WT WEIGHT PROPOSED SILT TRAP D D3 MISCELLANEOUS STANDARD DETAILS
BSMT BASEMENT WV WA1ER VALVE BT BOLT WWF WELDED WIRE FABRIC D D4 MISCELLANEOUS STANDARD DETAILS
BUR BUILT-UP ROOFNG H HEIGHT HDW HARDWARE QTY QUANTITY D' D5 MISCELLANEOUS STANDARD DETAILS
BV BALL VALVE HEX HEXAGONAL DI D6 MISCELLANEOUS STANDARD DETAILS
HM HOLLOW METAL YD YARD HORZ HORIZONTAL R RADIUS/RISER YR YEAR
C CLOT/CARPET/CHANNEL }{p HORSEPOWER RCP REINFORCED CONCRETE PIPE
CAB CABINET HPT HIGH POINT RD ROAD/ROOF GRAIN
CB CATCH BARN HTR HEATER RECIR RECIRCULATION C/C CENTER 1'0 CENTER HVAC HEAl1NG VENIILAl10N AN6 RECP RECEPTACLE
CE CONSTRUC110N EASEMENT AIR CONRI110NING RECT RECTANGULAR
• CEM CEMENT HW HOT WATER RED REDUCER
CER CERAMIC REF REFERENCE CF CUBIC FEET HWL HIGH WATER LEVEL
HWY HIGHWAY REG REGISTER CFM CUBIC FEET PER MINUTE HYD HYDRAULIC REINF REINFORCING
q CAST IRON/CUBIC INCHES REM REMOVE
qP CAST IRON PIPE REQD REQUIRED CENTER LINE REST RESTRAINED
CL2 CHLORINE I IRON ID lN~DE DIAMETER REV REVISE
CLG CEILING IF INSIDE FACE RF ROOF
CLKG CAULKING IN INCH RFG ROOFING
~ CLEAR INCL INCLUDED RJ RESTRAINED JOINT CMP CORRUGATED METAL PIPE INF INFLUENT RM ROOM
CMU CONCRETE MASONRY UNIT INS INSULAl10N RND ROUND
CO CLEANOUT TNT INTERIOR RO ROUGH OPENING COL COLUMN INV INVERT RPM REVOLUTIONS PER MINUTE
CHIC CON(~tETE RR RAILROAD
CONST CONSTRUC110N RT RIGHT
CHIT CONTINUOUS R11J REMOTE TERMINAL UNIT CONTR CONTRACTOR J JOIST RW RAW WATER
CORP CORPORATION ~ JUNCTION BOX R RIGHT OF WAY ,~T JUNCIIf~I ~
CORK CORRIDOR T CP CON(~ETE PLANK ~ JOIN
CRS COURSE S SOUTH/SLOPE
CT CERAMIC 111E SAN SANITARY
CTJ CONTROL JOINT L LENGTH/ANGLE LA LINE AHEAD SBL SURVEY BASELINE CU COPPER Sqi SCHEDULE
CV CHECK VALVE LAB LABORATORY SD STORM SITE DRAIN
LAM LAMINATED / CW COLD WATER SECT SEC110N
CY CUBIC YARD LAT LATERAL SERV SERVICE LAV LAVATORY
lB POUND/LINE BACK SEW SEWER
LF LINEAR FEET SF SQUARE .FEET DC DIRECT CURRENT LG LONG 5HT SHEET
DET DETAIL LIVE LOAD Sl SQUARE INCH
DF DRINKING FOUNTAIN L~IG LEG HORIZONTAL SIM SIMILAR DIA ? DIAMETER ~
LLV L~iG L.EG VERTICAL SJ STEEL JOIST DIAG DIAG~IAL LP LIGHT POLE SPEC SPEgFICAl10N
DIM DIMENSION LPT LOW POINT SQ SQUARE
DIP DUCTILE IR~I PIPE LT LIGHT SS SANITARY SEWER DISCH DISCHARGE LTG LIGHITNG SST STAINLESS STEEL
DIST DISTRIBUt10N LVR .LOUVER ST STREET
DJ DOUBLE JOIST LWL LOW WATER LEVEL 5TA STAl10N
DL DEAD LOAD STD STANDARD DN DOWN STG STORAGE
DOZ DOZEN MAINT MAINTENANCE S11R S1IRRUP LEGEN D
DR DOOR MATL MATERIAL STL STEEL SY OL SYMBOLS SECTION AND DETAIL KEYING LINETYPES
ATERIALS DWG DRAWING MAX MAXIMUM STR STRUCTURAL 6WL DOWEL MECH MECHANICAL SUB SUBSTITUTE
MEMB MEMBRANE SUP SUPPLY -~Q- GATE VALVE ~ WALL PENETRAl10N DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:
MET METAL SUPT SUPERINTENDENT GRADE OR EARTH • ~F~III~ ROCk * (A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS: PROPOSED ITEMS
E EAST/EASEMENT SUR SURFACE ~ MFR MANUFACTURER -}y.}--- BUTTERFLY VALVE EA EACH SUSP SUSPENDED ~ ~ ~ MECHANICAL COUPLING
ECC ECCENTRIC MG MILLION GALLONS SW SVNTCH MGD MILLION GALLONS PER DAY SEC110N LETTER A EXISTING ITEMS
EF EACH FACE SWBD SWITCHBOARD ~ ASPHALT PAVING STEEL PLUG VALVE ~ ~ WELDED JOINT A6 DRAWING WHERE SEC110N IS SHOWN
EFF EFFLUENT MH MANHOLE SWD SIDE WATER DEPTH EIP EXIST IRON PIPE MIN MINIMUM SYM SYMMETRICAL -{iE'-- SWING CHECK VALVE ~LVE FLANGED JOINT - - - - - - - - - HIDDEN ITEMS
EL OR ELEV ELEVATION MISC MISCELLANEOUS ~ MJ MECHANICAL JOINT SAND INSULAl10N (B) THE SEC110N SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS:
ELEC ELECTRIC CTRICAL GLOBE VALVE ~ MO LNG MECHANICAL, PUSH ON OR
ELL ELBOW MLAG ~ S~ MO MA50NRY OPENING T TREAD ENGR ENGINEER T&B TOP AND BOTTOM --~Q-- PINCH VALUE RESTRAINED JOINT SEC110N LETTER ' ' ' ' ' DEMOLITION ITEMS
MOD MODIFY/MODIFIED ENT ENTRANCE MON MONUMENT T&G TONGUE AND GROOVE GRAVEL = WATER SURFACE ® SLUICE GATE 3 DRAWING FROM WHERE SECTION WAS TAKEN
EOG EDGE OF GRAVEL MOT MOTOR TAN TANGENT DIAPHRAGM VALVE ,IE - CENTER LINE
EOP EDGE OF PAVEMENT MID MOUNTED T13M TEMPORARY BENCH MARK '~i~ EQ EQUAL MTG MOUNTING TC TOP OF CURB o BALL VALVE ~ ' SLIDE GATE/STOP GATE
EQPT EQUIPMENT MULT MULTIPLE 1DH TOTAL DYNAMIC HEA6 , CONCRETE GRAl1NG DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS MATCH LINE FLUSHING CONNECTION ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN 111E UPPER HALF.
EW EACH WAY TECH TECHNICAL
EX EXISTING --~.P~I- BALL CHECK VALVE TEL TELEPHONE EXC EXCAVATE TEMP TEMPERATURE ~ -D HOSE BIBS STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER
N NORTH CONC. FILL OR GROUT ~~~w CHECKERED PLATE HARNESSED FLANGED EXH EXHAUST TER TERRAZZO ~v~ AGED AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS: QUICK DISCONNECT
EXIST EXISTING NA NOT APPLICABLE THERMO THERMOSTAT ADAPTER E ® ~--------=-1 FITTING 1509203 REFERENCED ITEM
EXP EXPANSION NF NEAR FACE THK THICK EXT EXTERIOR NIG NOT IN CONTRACT 1HRU THROUGH CONC. MASONRY UNIT GLASS HARNESSED SLEEVE I---------~
NO NUMBER TOD TOP OF DECK ~ I TYPE COUPLING NOM NOMINAL TOF TOP OF FOOLING YARD HYDRANT OR:
NPW NON POTABLE WATER ~ SLEEVE TYPE COUPLING FIRE HYDRANT SEE 1509203 -REFERENCED ITEM IUPLING I----------I
FAB FABRICATE NTS NOT TO SCALE TOM TOP OF MASONRY/MANHOLE FbtC FRAME AND COVER TOS TCP OF SLAB BRICK WOOD BLOCKING r-r HARNESSED
F&G FRAME AND GRAIT: TOW TOP OF WALL C G I--F FLEXIBLE OUPLJN Q~ SOIL BORING STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN NG THE BACK OF 111E CONTRACT DRAWINGS ON THE D* DRAWINGS.
FC FLUSHING CONNEC110N TOL TOLERANCE
FD FL~R DRAIN 1PS TWISTED PAIR SHIELDED FDN FOUNDATION TRANS TRANSFORMER
FE F1RE EXTINGUISHER TYP TYPICAL
RECORD DRAINING
RECORD DRAWING JAB WAKE COUNTY SOL DESIGNED THIS DRAWING HAS BEEN MODIFIED N CAR NTY SOLI D WASTE THE SCALE BAR DATE AUGUST 2007
~ 0~ o L FI N s ~ MANAGEMENT D =MENT DIVISION SHOWN BELOW H & S JOB 30547
DRAWN PWS T REF ECT ELD CHA GE 0 ~ ~ o ti ECOSC1enCe REPORTED BY 1'HE CONTRACTOR OR Q~ MEASURES ONE NUMBER
SOUTH WAKE LAP ANOTHER PARTY, BUT NOT VERIFIED ~ CO oration CHECKED WAKE LANDFILL GENERAL INCH LONG oN CONTRACT DRAWING
BY THE CERTIFYING ENGINEER g ? Environmental Engineers & Scientists
3 RECORD DRAWING 11 09 JAB JAB >>oixaynessrreet,su,teio~ / PROD, ENGR. THIS DOCUMENT ORIGINALLY F ~ 4oi1 WestChase Blud, Raleigh, North Carolina 27607 Raleigh,xorthcazoena27604 INDEX, ABBREVIATIONS AND LEGENDS THE ORIGINAL NUMBER NUMBER
v NGIN ~ w 2 CONFORMED DRAWINGS 11/07 JAB ISSUED FOR CONSTRUCTION 0 J STREAM) RESTORi N o RESTORATION DRAWING. A X1
1 CONSTRUCTION 8 07 JAB AND SEALED BY DONALD L. N ~ A.
N0. ISSUED FOR DATE BY APPROVED CORDELL, SEAL NUMBER 8397 H & S FLAT FILE NO.
. 2010092D 11;01A H:\30547-STREAM-RESTORE\RECORD DRAWINGS\Gen\X01.dwg By.P5ELISKER Iasi Saved By pselisker XREFs= H:\30547-STREAM-RESTORE\MISC\30547-012-TB-ECOSCIENCE