20071826 Ver 1_Stormwater Site Plans_20081208

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/ • • :,'r~${~'~»;,,.,• C-2 PRELIMINARY SITE PLAN ~ tY ®m p ~ ~ ,r';
C-3 DEMOLITION PLAN ~m~oU~ztn~ fYtYq`z
C-4 OVERALL MASS GRADING 1Q z 0 Q 0 p g z z p
° C'~~ P .:~F~- C-4A MASS GRADING PLAN. -WEST SIDE ~ c~ z p 0 q a :ti~ ~ C-46 MASS GRADING PLAN -EAST SIDE ~ z cn w z ®t-
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/ - Q~~ x w• V / .;t• E~" C5 OVERALL EROSION CONTROL PLAN Q N ~ w z ®p = w z .>t• ,.,,,;r~~~'~ CARROL M. SHOFFNER C-5A EROSION CONTROL PLAN -WEST SIDE _ ~ z q ~ J
/ / D:B. 3614, PG. 012 W
~ ~ gyp' PARCEL 10:5601982200 C-5B EROSION. CONTROL PLAN -EAST SIDE ~ a z a 0 m a t-
/ / - 29.58' I ~ , ZONING: Rv C-6A EROSI®N CONTROL DETAILS W wa, ~ 0 ~
1 ` / L-376.32' \ / / / CH-N 6743'31" E . i4r" :.r~~~'~°' C-66 EROSION CONTROL DETAILS
~ 376.25' \ C-7 STORM WATER QUALITY PLAN
/ / .n \ C-7A PHASE 2 & Sl'ORMWATER BASIN -
EROSION CONTROL PLAN
~>~'V'~•~ C-7B OVERALL PHASE 2 EROSION CONTROL PLAN, 1~
/ / R=11312.71' - \ C-8 STORM.-WATER QUALITY DETAILS
L=257.77, \ j' CH=N 67 05'38" E C-9 EXISTING CONDITIONS PLAN
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4 4103108.2ND SUB. CABARRUS CO. EROSION heel
~o Of 5/13/08.3RD SUB. CONCORD GRADING/ STORMWATER Sheet
5113108 - 3RD SUB. CABARRUS CO. EROSION - -
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~ I 'e®®. , r • ° G ~ ~ ~ ~ W ~ ® ALL ~ ,
! s, i/°' ! ALTA ! AGSM LAND TITLE SURVEY DATA PROi11DED BY: W Z I_ ®Z YTi W/ vW!
~ R, 8. PHARR ASSOC. _ O Q W W N ~ W
420 HAWTHORN LN, ~ ~ V m 0. ~ ®6®il CHARLOTTE, NC 28204 UI = ®®V } E" ~
Phone - [phone] Fax • (704) $33"6724 OG ~ F H Z ~
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TOPOGRAPHIC DATA FROM CONCORD GIS O ®O d Z Z O OWNERIDEVELOPER: ENGINEER. O Z ® O Q d
' , ~ ~aI a y-r ' AMERICAN ASSET CORPORATION BURTON ENGINEERING ASSOCIATES ~ ~ ? to W Z ®F-
3700 ARCOCORPORATE DR„ ~ ~ - U ~ W SUITE 350 SUITE 1 ~ .5950 FAIRVIEW Road U
TER , / SIN RS,(,AYE 85 •"---""'~J OFF'SITE CHARLOTTE, NC 28273 Charlotte, NORTH CAROLINA 28210 N p, W Z ~ Z Phone [phone]; Fau T04.295.4059 PH. 704.55388$1 FX. 704553860 - ®Z Q ®W W ® ~
, U . ~ ~•t• WETLANDS MITIGATION BY; (submittals to the U. S. Army Corp and NCDENR 401) p~, O p~, ®m d f='
/ wETLAND,.AI~L~ n~F<-• SOIL & ENVIRONMENTAL Z W = ® W '~~'`x . 236 LePHILLIP CT, SUITE C W Q: I- ~
° / '~F-~ R=5729.58' CONCORD, NC 28025
, 1=1439.64' 1 ° / GH=N 80'49'57" E z ~ ° ® J ti PH. [phone] FX. [phone]
1 / 1435.8 ' x,,.:.----" NC.. E - z i W ~ THE PROPOSED GRADES AS SHOWN ARE MASS GRADING ONLY,
® r:~;.. ° ® THE CONTRACTOR SHALL SUPPLY AND ESTABLISH SURVEY CONTROL, INCLUDING
x.,,/ r / x s®d"' 7~~„~r THE HORIZONTAL AND VERTICAL CONTROL POINTS, THE CONTRACTOR SHALL .
'''y.,~ MAINTAIN THIS CONTROL AND PROVIDE ALL BENCHMARKS, STAKES, GRADES, ~~~°s~~~ LEVELS, AND LINES NECESSARY''FOR CONSTRUCTION. CONTRACTOR(S) SHALL
i / / x r ; ° x. • . PROVIDE ADEQUATE SUPERVISION TO PREVENT DAMAGE AND MOVEMENT FROM
/ ~7 x C~ ° ~ • .;i•='" EQUIPMENT WORKING AROUND'GONSTRUCTIONSTRKES. THESE CONSTRUCTION ,V{~ STAKES SHALL REMAIN IN PLACE & BE PROTECTED UNTIL OWNER APPROVES THEIR
tN x .~<r ° , S 1 v ,,;,~r~"•'' REMOVAL. ANY STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF . tiRa~ r.,,y:;_•- CARROL M. SHOFFNER CONSTRUCTKN ACTIVITY ARE TO 8E REPLACED BYA LICENSED LAND SURVEY~t
/ f ®O 1 • D.B. 3614, PG. 012 ENGAGES BY THE CONTRACTOR AT NO COST TO THE OWNER,
• ®re/" r / MR ptirv~: PARCEL ID: 5601982200
/ 29.5s' a ZONING: RV ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION
> 1 L-376.32' ~ , j' / CH-N 6743'31" E m OPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER.
~ ~ / ~ 376.25'
~ r BURNING ON, OR NEAR THE JOB: SITE WILL NOT BE PERMITTED, o
ALL FILL SHALL BE CAMPACTED TO THE GEOTECHNICAL RECOMMENDATIONS OR IF Z ~ oNp
r, rrr NONE AVAILABLE, AT A MINIMUM OF 95% STD. PROCTOR PER ASTM D 6~, N ~ N
/ R=11312J1' LL ~ Z m UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THE ENTIRE
/ •r}~° L=257,77 IR NoTCN-~N-sTONE SITE OF ALL CONSTRUCTION RELATED MATERIAL APID DEBRIS. z W 0: ~ ~
/ CN=N 6705'38" E 9 / / 257.76 ~ .f„.; W LAND DEVELOPMENT ENGINEER AND CABARRUS COUNTY EROSION CONTROL ~ Z ~ Z ~ r
~ INSPECTOR TO N GIVEN 24 HOURS NOTICE PRIOR TO START OF CONSTRUCTION. ~ r ® (9 U g
Z s 5~8'S~~6 .aR APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO (MADE ON ADJACENT ~ ~'v'nn~ J
/ _ ,y2 R-it31 6~.q.^~ $ /r l=4 , 0' ~ 68 ~ PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSIIE GRADING, WRITTEN ~ Z v!. j Z m W -EIR i PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S), W W ~ : V g ~ pippp
~=S 66'38'17" 3 EIR
/ W 42,70' ECM / CARROL M. SHOFFNER ~ y~' EIR IJNE / OD 1~ti• / ~ INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION.
Ei ` ~ Era D.B. 3614, PG. 016 ~ LOT 16 SEE SHEET C5A C5B FOR EROSION CONTROL PLANS AND SHT. C6A & C66 FOR ~ / ~ ;~ti ' ~ ~ DETAILS. ~
192 CARROL M. SHOFFNER :;a`~~ / ~ ~ PARCEL ID: 5601775960 ~ / ~ ~~aa u~OT 15 / ,3m v
~ D.B. 3614, PG. 016 / ~~1y ZONING: CUI-1 ® tit \ L THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ~ O / / 5~~5 ~ \ ~ ~ ® ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATELY AS SHOWN. IT IS !i
6 PARCEL ID: 5609872917 ~ n:r~~~ -5 .01' ~ ~ ZONING: UI-1 / 9k for 14 _ AND INVERT ELEVATIONS OF SUCH PRIOR
86. EIR O ,.r.,:fi... .;.~r, .r' / 1 y ` THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE C ,~y1• OPMON ~ ~ TO START OF CONSTRUCTION. „ ~
H= 58'5716" E M `(DlsruReED) 20' SANITARY SEWER ' / .55' C'~RQCC 3 EASEMENT ~ EWER/ ' S 8S 37 j3^ E I ~ 1 ALL "STD" NUMBERS REFER TO THE NCDENR EROSION AND SEDIMENT CONTROL ~
D~6. FACT ~ NER o ( fa) ~ 86 ~ PLANNING AND DESIGN MANUAL,'LATEST ADDITION AND CABARRUS COUNTY Seal A®AAlllA/l ~ ~ ~ EROSION DETAILS. 1 h®
3814 pG, ~ i , .;:,r:
4 ~ „y;~ "'a:;:. p EIR . . w~• EIR ~pPEN SPACE 9.917' ~ THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL V' S
~ +ro Rte, n;''~:;nn:.. N ~ _ :~.y. .Fiii:(a.. EIR IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL ALL DEBRIS, s ~ D ti9 NTi~4l° ENCROACHMEN „ Q `,S
/ ~ N~' .:~`r , ~ 132,51 EIR 3 $319" W IR R . ~ .x• _ - - n•:~n.~>:: 143.10 ~ f2,51' ae ' COGS, TIMl9ER, JUNKAND OTHER'ACCUMULATIONS. : ~ 4 1 ` ~ M
5,n p r THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPEGFICALLY UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY J r: b
r..:.v... , :n~. 52'15'12" W f 0140rti .:.n-.~... rr:::. OBLIGATION FOR SUPERVISION OF CONSTRUCTION SAFETY MEASURES TAKEN ww"" N °
,a 80 N 64'02'57 W rd•...a:.- ~ DURING THE COURSE OF CONSTRUCTION. RESPONSIBILITY FOR SCHEDULING THE ~°9'~jy °'w° l ~ •
'.n:. .•us~w•~• ' 33.38' ,:r • •r.. + M WORK FOR INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS °°e ® N°Na°°`.~O~G AND/OR ALL CODE REQUIREMENTS, RULES AND REGULATIONS OF ANY PUBLIC OR °®~Aq G° ~v b®®°~
, , ern. e.. n ......r..n ~ ®O '-H.-v:..r:. ~l'.rrr. :rnh... ...:il.^'H'• N ~ ~ PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY PART OF THE IIIi,ti`
O ' :::~n:-s ..._a :r / 83'2435" W ~ WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, ASSUMES, NOR ~ - GUARANTEES THE WORK AND/0R PERFORMANCE OF TF~ CONTRACTOR.
n:. ®;.n
t~.. . S~g 47' ~ E ALL CONSTRUCTION SHALL MEET CITY OF CONC~iD, CABAI~tUS COUNTY AND EIR 1 1 43 ` STATE STANDARDS, WHICHEVER IS MORE STRINGENT.
Z ^ ~ a a m ~ A I CATAWBA OIL CO INC ® / Q f D.B. 2937, PG. 240 ~ ~ ~MM°NI ~ ^ ALL IMPORT OR EXPORT OF MATERIALS AND10R DEBRIS SHALL BE TOAND/OR FROM
n PARCEL ID: 5601775583 UO T ~gfiN ' ' AN APPROVED LEGAL SOURCE WITH AN APPROVED, CURRENT EROSION CONTROL
/ FUTURE 0, m / / BLDG. BLDG ' ' PERMIT IN PLACE.
~lf1'~ 1 / FUTURE Q to ® c00NACD' ~ BLDG, V SAM@RIp ~ AN APPROVED NCDENR WQ PERMIT HAS BEEN ISSUED TO REMOVE THE ~ Z
m e _ 5 CORD S~ • 'I D. LOT 1 A1) N ~ ~ M, 6 GE CpM~p WETLANDSISTREAMS ONTHE SOUTH SIDE OF THE INTERMITTENT CREEK. THE US 28 PG, 68 ARMY CORD HAS GIVEN VERBAL APPROVAL, BUT HAS NOT ISSUED THE WRITTEN
B. 2937 ~ / FUTURE APPROVAL YET.
Q ~ G' 240 / BLDG. Q pG' 23
f e/ ~ ~ ~ ROADWAY IMPROVEMENTS TO HWY, 731S NOT PART OF THIS MASS GRADING AND Z ® ° M tot t3 ` ~ ~ I WILL BE ADDRESS W THE FINAL DEVELOPMENT PLANS. ® Z
4,
~j , ~ ^^h~ ~ ,EIR ° ZI I ~
f (Ir'v ~ / ~/^N EASEMENT,BASIP N - ~ ®E S M Z ~ EASEMENT, BASIN 2. ~y
/ 4r/~• ESMT.WIILBE . M~i~~ N M COr ~ V V. ® L~ p '2 I B ' o PROJECT NAME: SHOFFNER RETAIL MASS GRADING OWNER: AAC AMERICAN ASSET CORD ~ 00 r-
/ MAX. S DARE FOOTAGE - 250 000 SF OF RETAIL ~ ~ ~I~ ! APPROX, LOCATION OF Mry 0 ~ ,DEVELOPMENT. J Iz
/ / AVEMENTEXTERIOR a MAX. I PERVIOUS AREA - 77 /o TO CL OF CREEK / ry ~ STORMWATER o~L°p~~• aN uN~ ~ D-` PLANS PREPARED BY: BURTON ENGINEERING ASSOC. PHONE [phone] ~ U~
f / a / EABEMENT,BABI"'' ALL D ELOPMENT T E HE PPR ESMT.waLBE O ME T T A OVED APP for 1~ 0 (nl i v ZONING:- MX-CC2 PETITION NO.: 1791 I.L. Q APPROX, LOCATION OF ~ W F
I / MODIFIED UPON PAV i cDMPLEnoNOF REZONING PETITION 1791. PavEMENr ExrERIOR------ ~ i . _ ' m TAX PARCEL: 560187141214348,2917,9065; 58011971449; 5601775980; 56011982200 ~ r~ PROPOSED USE: FUTURE RETAIL BUILDING HEIGHT:NIA STORIES: NG4 ~ °
/ DEVELOPMENT. /
/ t i ~ / °o EIR086'1 T27" Vi~ S ' p Z LU
/ N EIR 1~g7 ~ ~ I, i~.. BUILDING COVERAGE: U SQ. FT. -GROSS FLOOR AREA: 0 SQ.FT. QU
` / oN uNE ` - Z L®L
$..s °r"'~r a 1SWIDE e STO(BNWATER x~ o tors ~ LOT SIZE: 29.551 ACRES THIS MASS GRADING ONLY ; OVERALL$ITE - 59.02 AC.t Z o~ f
s~ 10' ACCESS , zt~t ~ ~a..r . O ~~e n'IAX. EA~IENTTO ~ y;., , ~ YARD REQUIREMENTS (BUILDING):
ew • BASIN, ESMT. ~ ~ , OtJ UNE ' ; ~ tore J' ~ FRONT YARD SETBACK:10 FT. MAX. FROM RIW REAR YARD: 0 FT. ~ Q
~Ra ~ WIILBE . ~II11" RH.OCATED '
\ e+® UPON ~ a CONfi'IETION IR • ' I SIDE YARD (Lj: 0 FT. SIDE YARD (R): 0 FT. ~ T '/fir' T ON LINE t ~ f ~y y ii i
j e e ~ ~ DEVELOPMENT / 78 2T?~~ ® y ~"`rr, °r ~ ~ I REQUIRED BUFFERS: ~
. / 3.00 1 + w a `
FunlaeaowlMFaovEhlBUTS ee `fie 3 ~ NoTPnaTDFMasscwnDlaG -.~.,ti~ Q oa w~ h j ~ R -L~~" ~ 1 ~ oN urn FRONT; NIA FT. REAR: 15' ALONG I-85
[i. 1 e • a. a "e a , ~ ~ ~ tors ~ I ~ SIDE(L): 10 FT, SIDE (R); 20 TO 50 FT.
~"s 1 { ~9~ W 299,1 fi' e e ~i a ~u~ ' , MAX, IMPERVIOUS COVERAGE: 70%
AV wee ' z~ cor s ! I
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S1 CY - r / ~r a -"n.,~ . ~ 3 1 ! 1 ® ~RA,yT a • aV _ Ip «,~'T:•~.,.r,y ~ 1 inoh = 300 i'f~
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Revisions NON-SUBSCRIBERS MUST N®Y TO SCALE
~ _ y 1 ~ e `~O ~ BE CONTACTED DIRECTLY ' ~ SAP 1 04/03108 2ND 3UBM.
en - ~
NO' ! II2 ' 1+•'`''~ ~ ~ ' CONCORD/CABARRUS
a r~ NC CIE CALL CO. REDLINES FIELD r BEFORE YOU DIG TOPO ADDED.
05113108 3RD. SUBM,
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~ O,aaBa ACRES r~'~ . ,r.,:: WETLAND EA 12 (95 LINEAR FEET)' N Z Q fY f,,; \
(STREAM) Z W ®Z W W ~ 34 SQ. FT, aR ~ _ ®Q N F m =
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~ ~ R=11312.71' \ ' (96 LINEAR FEET) ~ .~`f`' / 2'v~' WF609 NGTCN-IN-sTGNE WILLIEFi!FOSTER N m N ~ U~ Z N 0:
/ L=257.77 IR \ ' / / CH=N 6705'38. E ~ D.~,~6506, PG. 701 ~ ~ N ~ ~ ~ Q Z
~ ~ / / l 257.76' \ ~ ~ / :X;~-~" vrEeoe wrsG7 ~ PARCEL ID: 5611073487 3 Q ~ Z ®a ZO Z Od
/ / / \ .tea..;. /Qy rr,, 1L~
/ / _ ^2~ \ ~ R-1131 ~.A35, WETLAND AREA 5 .H' ~ ®~~3yg6 EIR / ~+~ZNVZQrIJ
' _ 3 {STREA2d} REA 5 .H~, t+~fi6e ~g1 5 , pro ®QC D' W ; WETLAND AREA B~ ~ EIR aR ~ ~ . I / Uj pW, I I Z Q ~ Z
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€v e N~ 0' C' 3 1z. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS WHICH ARE°T0 REMAIN.FROM 0211510$ DAMAGE.' CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR PAYMENT FOR ANY Date
0 11':= ' DAMAGED ITEMS WHICH WERE INTENDED TO REMAIN. ALSO, ALL DAMAGE MADE TO EXISTING
° ~ DEMO ~ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COST ASSOCIATED .WITH THE REMOVAL OR LIT ON NOTES RELOCATION OF UTILITY POLES OR-SITE LIGHTING POLES WITHIN THE LIMITS OF CONSTRUCTION. HE REMOVAL OR UTILITIES BY THE CONTRACTOR SHALL BE -THE SOLE RESPONSIBILITY OF THE CONTRACTOR- WHO R@YISIOnS CONSTRUCTION. DAMAGED THE WORK TO REPAIR OR REPLACE. NOT TO SCALE
c~ 0 0, 1 04103108 2ND SUBM.
c THE CONTRACTOR- SHALL INSTALL TREE PROTECTION BARRICADES AROUND EXISI1NG TREE o c 1. INDIA T I S m _ C TED 0 REMA N PRIOR TO BEGINNING ANY WORK ASSOCIATED NhTH THIS CONTRACT. NO 6. ALL PAVEMENT AND CONCRETE TO REMAIN TO HAVE SAW CUT PERIMETER EDGES FOR CLEAP 13. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH THE EROSION CONTROL PLAN. , -MAP ES FOR CLEAN CONCORD/CABARRUS
o. o SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS; TRAFFIC OR BURIAL PITS ARE EDGES DURING PATCHING AND REINSTALLATION OF NEW PAVEMENT. PROTECT ALL PAVEMENT ' ALL PAVEMENT 14. CONTRACTOR TO ABANDON EXISTING WELLS AND SEPTIC- SYSTEMS (IF FOUND) PER NCDENR C®. REDLINES FIELD:
° - ALLOWED IN TREE PROTECTION ZONE. AND CONCRETE TO REMAIN, DAMAGE TO THE. EXISTING PAVEMENT AND CONCRETE WILL BE N. REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER, 'ETE WILL BE REQUIREMENTS. og~ TOPO ADDE®
o X 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO 15, EXISTING PUMP STATION, EXISTING FORCE MAIN AND EXISTING SEWER TRUNK TO REMAIN AND o ®5/13/US SRD SUBM.
~o BEGINNING WORK. CONTRACTOR TO CALL "N.C. ONE CALL" AT 1-800- 632-4949• ALL BE PROTECTED. FIELD LOCATE FORCE MAIN AND MAINTAIN 3' of CovER. CONCORD/CASARRUS AND ASSURING x°
0 o NONSUBSCRIBERS NEED TO BE CONTACTED DiRECTLY. 7. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. E 16. CONTRACTOR TO OBTAIN NECESSARY DEMOLITION PERMITS REQUIRED BY STATE AND LOCAL px ~ C®. REDLINES
3. CONTRACTOR TO REMOVE ALL EXISTING PAVEMENT, CURB AND GUTTER, SIDEWALK, SIGNAGE, ' o ° AND ANY OTHER EXISTING STRUCTURES NOTED ON PLANS. THE CONTRACTOR TO HAUL OFF AUTHORITIES m
i ~ AND DISPOSE OF ALL DEBRIS AT AN APPROVED, LEGAL OFFSITE LOCATION. 8. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STDS. OF NG TO STDS, OF ITE ~~a
o THE N.C. DEPT. OF TRANSPORTATION (NCDOT) AND CITY OF CONCORD ENGINEERING DEPT. p :RING DEPT. 17. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING oavto
j x, ; SPECIFICATIONS. ~ ` 4. THE CONTRACTOR IS TO PROTECT ALL ADJACENT CURBS, WALKS, BUILDING WALLS, UTILITY THAT EXISTING UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. (NCHiv°~~ _
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SHALL BE RESPONSIBLE FOR REPAIR AND/OR PAYMENT OF ANY DAMAGED ITEMS TO REMAIN. 18. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG MEN, ETC.; AS m
Q ALSO, ALL DAMAGE MADE TO EXISTING UTILITIES BY THE GENERAL CONTRACTOR SHALL BE THE 10. ALL PLUMBING INSTALLATION AND ABANDONMENT TO MEET ALL LOCAL AND STATE PLUMBING NECESSARY, TO INSURE THE PUBLIC'S SAFETY. o Project Plumber ATE. PLUMBING CODES, Z ~ 24~~094
a ri SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REPAIR OR REPLACE THE DAMAGED a UTILITIES. 11. CAP OR ABANDON ALL EXISTING UTILITY LINES PER LOCAL AND STATE PLUMBING AND ELECTRI( IG AND ELECTRICAL CODES. 19. SHORING WILL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P,
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( \ ~ l - 1 1 \ ~ 6, - 111 _ _ ~ - - - ~ t • • _ - - 1. REFER TO THE SITE PLAN FOR RELATED NOTES.
.may ° 2. ALL CONI~IRS AND SPOT ELEVATIONS REFLECT MASS GRADES. J • _ - , ^ ~ ~ 3. ALL ELEVAl10NS ARE IN REFEREPICE TO THE BENCHMARK, AND THIS MUST BE
/ 0 ~ \ \ _ 1 r / _ _ s~ ~ N I _ I - _ ~ 11 I _ / ~j / i ` o'~ o ~ ~ VERIFlED BY THE CONITRACTOR PRIOR 10 GRaJND ~tEAK1NG.
I ~ 2 ~ r l v - •1 1 Ili-,~/ ~ ~ \ \ tel. / - - 11 I / i i ~ ` ~ o0 0 o ~ \ \ ~ 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES / ~ .•i ~ ~ \ \ \ ' FOUND-BETWEEN ACTUAL FIELD CONDI110NS AND CONSIRUC110N DOCUMENTS AND SHALL ~.r•. ~ y'• • ~i r ~ : ~ ~ ~--.6~Oo \ \ WAIT FOR INSTRUCTiQN INiIOR TO PRO(2:EDING.
/ P ~ ~ - I / - /
/ / 2 ~ I 11 } \ ~ `r \ ,r lit-l r - e ~ ~ - - ' ~ ~ ~ ,;;1 \ \ o „ 5. CONTRACTOR SHALL VERIFY LOCAliON OF ALL EXISTING U11LI11E5 IN THE FIELD PRIOR • • i • \ \ \ TO BEgNNING CONSTRUCTION.
i• ' y.. 6. CONTRACTOR SHALL BIEND NEW EARTHWORK SMOOTHLY' TO 1RANSI110N BACK TO
• Q; 2 ~1 I II III \ ~ 1 \ ~ - ~ ~ ~ \ ~ P ~ 1 ill I \ Ii \ \ ~ \ \ \ _ _ _ - ~ - - - - \ \ ~ ' , ~ \ \ \ \ ` \ \ ~ ` ° ,EXISTING MADE. " i~ ~ \ ~ \ ~ 7. ALL flLL SHALL ~ COMPACTED TO GEOTECHNICAL RECOMMENDATIONS OR IF NONE
G. 1 III II\ I \ 1 1 _ _ \,M _ - \ i ill 111 71 I ~ \ \ \ \ ~ ~ ~ 0 1 1 /r \ \ \ - AVAILABLE AT A MIN. OF 98X STD. PROCTOR IN FUTURE BLDG. AND PAYMENT AREAS.
11 II IIf \ ~ r \ 1 I \ \ \ ~ FILL IN LAWN AREAS SHALL BE COMPACTED lT) MIN. 90X STD. PROCTOR:. SEE ^ \ \ \ \ ~ GEO1T:fXiNICAL RECOMMENDATIONS FOR FINAL EAR1HWaiK REQUIREMENTS.
~ !IIII I li ~ ~ ~ 4 \ ~~_----ip_--_-- I Q// / ~ \ 1 11 \ 1 / 1 I 1 III I X \ 6 _ \ I r 1 } \ ~ \\\o~' \ 8, LIMITS OF CLEARING SHOWN ~1 GRADING PLAN ARE BASED UP(~i THE APPROXIMATE V I } ~ \ \ \ \ \ \ CUT AND FlLL SLOPE LIMITS, OR OTHER GRADXVG REQUIREMENTS.
9. CONTRACTOR SHALL BISURE P051TiVE DRAINAGE SO 1HAT. RUNOFF WILL DRNN BY Z
1 J~ v 11 l~ ~ v ~ ~ ~ ~ I I 11 l l l l / ( ( \ ~ \ \ ~ ~ \ GRAVITY FLOW OVERLAND. ( ~ \ \ \ \ ~ to FOLLOW GEOTECHNICAL ENGINEER'S REPORT AND RECOMMENDA110NS FOR 1 ~ ~
l I 1 /J / t. ~ ~ \ _ _ ~ I I 1 {III I \ r JI S ~ ~ I J ~ f I / 11 I i I I I \ \ ~ ~ ~ - COMPACTION SPECIFICATIONS. ~
~ ~ I ~ ~ I i~ QTY ~ / I I I I I (I ( I I ~ ( ( ~ \ \ ~ ~ 11. MAX. CUT SLOPES SHALL BE 2:1, MAX. FILL ~.OPES SHALL BE 3:1. I I I I I I I I I 1 \ \ \ \ ~ ~ ~ o o INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET'S ON ALL 3:1 ~.OPES Z U
I 11 I / ~ ~ 1 ~ / I~ T. E-- J I / I I I ~ It~~ ! ~ ~ \ ~ l-' \ \ ~ \ \ ~ ~ \ \ \ o tZAT .ALL SLOPES ARE TO BE HYDROS E~GRASS ALONE. L o Z
1 ~ \ \ ~ ~ n / I / I I I I. ~ / ~ ~ 8- I / l l / I 1 / II \ \ 1 I 72p \ ~ - - \ \ \ ` - \ ~ / ~ / 111 ! l / i I / J I I I I , ( I ~ ~ \ \ 1 \ \ \ \ \ \ 13. CONTRACTOR SHAH COMPLY WI1H ALL PERTINENT PROVISIONS OF THE 'MANUAL ~ I' V ® p`py~'
\ 1 ~ I I/ / 11 I l/ 1 1 1 i I II J, J 11 ~ \ \ 1 / / J l l 1 I I 1 \ / 1 I I \ \ \ \ \ \ \ \ ACdDENI' PREVEN'nON BI CQNSTRUC1tON" ISSUED BY AGC OF AMERICA, INC., AND THE Z V I.i.
\ ~ ~ \ ~ ~ 1 I / / l / / I 1 - I I I 1 ( J \ \ I 1 I / ! /i/ l / 11 I l \ ~ i( ~ l \ ~b / / / / / / I,~ / 1 I t \ 1 ~ I i I i l 11 \ \ \ \ ~ \ \ \ \ o SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION RUED BY THE US DEPT. OF \ \ 1 \ \ \ \ ` ~ LABOR. ry ~ ~ W
i \ ~ \ 1 I /I l//I// / /i l I / I( 11 / I ~ ~ \ 1 \ \ ~ I I \ \ \ \ \ o 14. CONTRACTOR TO DILIt;ENTLY MAINTAIN 3O' UNDISTURBED STREAM BUFFER ALONG L.L 00 Q ~ ) \ } } \ _ _ ~ \ \ \ o o REAR OF SITE. ® W
i \ \ I \ ~ ~ ~ 10 ~ \ 1 / / / lI///I I ~ - / l ~ ~ S a"~ / / / / / / I l ( I I ( I I ~ ` I ~ \ ~ 1 I \ \ \ 0 15: THE INTENT IS FOR THE SITE To BALANCE. CONTRACTOR TO NO11FY THE OWNER f -
I 1 ~ ~ 1 \ \ I / / / /l/ / I J I / l ~t \ ~ ~ ~ _..1~ / / //1/ / / 1 I r~ ~ t I I I } ~ I I I I I I ~ I ( \ \ ~ \ \ o ~ o o AND ENGINEER OF GRADE CHANGES NECESSARY TO BALANCE THE EARTHW~iKS. ~ ~
\ \ 1 \ ~ ~ ~ ~ \ \ / 1 / / ll~ / 11 1 1 / ~ \ ~ ~ \ ~ / / / / • Z- I I l \ \ ~ \ 1 / l I/ /lli//l Il 1 I l I I 7 III ( 1 J ) 695 \ o \ o ~ o 0 690 17. STABILIZE ALL ST.oPES WITHIN 1~5 WORIGNG DAYS. LL
~ ~ \ ~ 1 Il l 1 I 11 ~ I t \ \ \ \ ~ a 1 ~ ~ \ / i l / 1I l1 / ~ / ( ~ . 696:8`675 I ~ I ~ I \ ~ \ I 1 1 Il ~ l ~ ( I l ~ ~ o 0 0 0 0 18. INGRESS AND EGRESS TO THE ATE SHALL BE AT THE E)aST1NG DRIVE AT wESTGr?TE W ® N ® r I I I I \,I ~ o o o CXtCLE NW. ~ z~
~ \ \ \ ~ \ ~ 1 I ~ ~ I Ll I 1 / I I \ - 1 ~ ~ \ / 1 11 1 11 / / 1/I / \ \ I I ) ( ) \ I ~ \o 0 0 0 0 19. ALL GRADING AND EROSION CONTR. TO MEET OR EXCEED NCDENR LAND. QUALITY ~ ~
( ~ \I ~ \ \ \ SECTION REQUIREMENTS, CABARRUS COUNTY REQUIREMENTS AND CITY OF CONCORD W / ' I \ ~ / 1 1 / r ' _ \ \ REQUIREMENTS. !l Ur Z ~ 1~
~ ~ ~ I f ~ ( / } (1 ( j ' ~ ~ \ \ 20. ALL NECESSARY PERMITS SHALL BE OBTAINED PRIOR TO BEGINNING CONSIRUC110N. ~ Z ~ V }
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11 I I II 11 I ~ \ ~ ! I i / / Q 1' ~ ~ 1. REFER TO 1HE SITE PLAN FOR RELATED NOTES. • / / / / ^ --1 2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT MASS GRADES. Ntr Q'
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/ / / E " d'`~ VERIFlED, BY THE CONTRACTOR PRIOR TO GROUND BREAKING. ®~si 0q Ca. FV y I / ~ / ~ ~ ~ I ~ ~ 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANC~S ~Pej4~auoeee
I I 11 \ \ \ \ ~ ~ \ ~ \ 1\ \ \ \1 I 1 t\ 1 ( 1 l l l / ~ / / / / `I / I I I l \ 1 \ \ ~ ~ ~ ~ 85 \ \ \ 11 \ \ d f 1 I co ! 0 ( / x / / / / / / ~ / / ~ ~ , _ i FOUND BETWEEN ACNAI FlELD CONDITIONS AND CONSTRUC110N DOCUMENTS AND MALL ~ I
I \ ~ \ ~ \ 1 \ 11 I i 1 l l! / ~ / / / I i \ \ 1 \ \ \ 1 1 I ( / / / / / 1 l\\ ~ \ ~ ~ 1 111 1 1 I 1 I ~ I / / / / i ~ ~ ~ ° ~ ~Q T 1 WAIT fOR INSTRUCTION PRIOR TO PROCEEDING. ~ 2 5. CONTRACTOR SHAH VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FlELD PRIOR
/ f\ 1 1 I I \ \ ~ \ \11 111 /11 11 ~ / / , .I / / / / i ~ , ° ~ -.1~ ~ U . TO BEGINNING CONSTRUCTON. / / / / ~ i / i / / _ ~ ~ ~ ~ , 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRAN~TION BACK 10
/ / I 1 ~ I \ \ ~ ~ \ ,.11.11.. 11'1 I III I ! I I ~ I / / W ~ / / / / 1 tII \ \ \ \ 1 111 tI I( ! I1 ~ 1 / / / EXISTING GRADE.
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I ~ / \ ~ ~ 1 1 - ~ / III I I ( , / / / / ~ i I vvI / ~ v ~ y 1 ~ / ~ I I I (I I Q. / GEOIECHNICAL RECOMMENDATIONS FOR FlNAL EARTHWORK REQUIREMENTS. ~ / / / ; / / / / / / ; ~ ~I ~ \ ~ ~ T ~ ~ B. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE
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' I ~ \ I ~ \ t 1lyy 111 _ l ~ ~ II I 11 1 I / / / / / r _ \ 1 1 r - _ \ ~ ~ \ 1 it 1 111 I II 1 1 I / / 6 / / 696 . / ~ / ` GRAVITY Flow OVERLAND.
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/ I I f I ~ ~ \ \ \ 1 y 1 I I I ~ 1 I 1 ~ \ / / / / / i I I ~ \ y y l i l ill 1 I I F f 11 1 / / / ~ / / / / - - / I 11. MAX. CUT ~.OPES SHALL ~ 21. MAX. FILL SLOPES SHALL ~ 3:1. ~
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~ I I I ~ 1 ~ I t y 1 1 / / 1 ~ l i / J ~ ° ~ ~ / /iI / , , ~ - ~ / ~ I j 0 T y 12. ALL DES aRE To eE HYDROSEEDED. Z
~ /i/ / / ° / ~I~ ( , ~ 13: CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL ~ V O r / / / ; / / / / ~ I I ~ ~ ACCIDENT PREVENTION IN CONSTRUCTION" ISSL,ED BY AGC OF AMEI~A, INC., AND THE Z U
/ / ~ \ 1 I 11 1 - / J \ i \ \ 1 I I / / ~ J ~ 1 1 l 1 1 l/ \1 Q I i / 1/
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/ / / / \ \ 11 III N/ / \ I I I 1 y l / ~ / / I I I I / 1 \ 1 I 1 I I / \ 1 1 I II 1 / y 1 I I I 1 1/ ~ ! / / / / / / ~ , ~ ILIN~ ~ R5 RTM SNIENT IS FOR THE SITE TO BAIANCE CONTRACTOR TO NOTIFY THE OWNER ® W
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a ~ / / / / \ 1 I 1 III / / I ! g / / I 1 I I I I \ / 1 L y 1 I / x W F- I ( ~ / ~ I I ~ 17. STABILIZE ALL ~.DPES WITHIN 15 WORKING DAYS. _ ~ ~ / ~ I / 18, INGRESS -AND EGRESS TO THE ATE SHALL BE AT THE EXISTING DRIVE AT WESTGATE
~ \ . ~ 1 / / I I I ` / i~\ / / ~ ~ I 1 / J / / / / I --T="" ~ 19. ALL GRADING AND EROSION CONTROL TO MEET OR EXCEED ;NCDENR LAND QUALITY Z W
\ \ y l l I I ~ \ ~ t ~ ~ J / ~ ~ NI II ~ REQUIR~EMENESIREMENTS, CABARRUS COUNTY REQUIREMENTS AND CITY OF CtNICO~ ~ Q ~
S \ \ / \ I i / l 111{ t/ / - \ ~ \ i ..1 ( I / / \ \ / / l l t / / / ~ I { 1 1 1 1 C + J / I ~ ~ 2D. ALL NECESSARY PERMITS ShIACI BE OBTAINED PRIOR TO BEgNNING CONSTRUCTION. ~ ~ Z V
I I I I J ~ I ~ ! ~ LOTH 21. CONSTRUCTION CAN NOT BEGIN UNTIL TIC U. S. ARMY CORP. of ENt>'R. HAS ~ Z . 05 W ISSUED THEIR PERMIT, AS WELL AS NCDENR WATER QUALITY. WETLAND MITIGATION IS I I , ~ I ~ ~J PART OF THEIR PERMITS AND MUST BE APPROVED PRIM To ANY CONSTRUCTtONI TAKDIG
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t0 C ! I J / r r / / / r r 1 ) 1 1 r r r \ ~ \ \ \ ' J I ! oaf \ - I / ! ! _d/ r ..t 1 N a f /I ! ! ~ I r i ! ! ! 1 J r 1 1 ~ r \ 1 \ \ , t \ ;1 \ II G / I / ~ Vr ,r` ,,r 1 / x ! 11 / r 1 1 r I _ i 1 I 1 r I / \ \ \ 1 \ C ~ 1 \ ! / / / / / r ~ t ( \ \ ~ ~JO
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/ 11 Ir 11 I 1 1, 1 1 I ( ' l j I I I 1 ^A 1 \ ` I I ` \ 1 \ V 'I\ > ---F I1 / ~ / / / J/ l/~ r 0
Q 1 ! J J J I , ~ / l 1 ~ / 1 \1 \ t ~ ( y / / 1 \ ~ t I \ \~i ~ / / ~ \ i l J / 1 % ^ryC / . Jl ,712 /r / / / { I / \ \ 1 1 / / \ 1 \ 1 / / J/ / \ I\ \ /'rte rl Project Number
~ ~ 1 I ~ J J l J / / i' / / t / 1 I i , \ y ) \ ~0~- 1 / ~ \ ( `\I / / / ! / / J l / ..t 1~ ! 246-094
~ a J 1 f / J r I J J J J , r s \ y r t t 1 . r1~ F 1~ l / I I l l/ ( rrir/ ~i~
p 1 / Sheet of
I O / J i l l I I J / / i / I I i I / ( 1 1 I ! I - y ( y 1 t 1 r J / 1. l i J~\ ,I to I- / 1 L I I J i , / i / / 1 1 1 \ 1 ~ j 1 r ~ I ! / I 1 1 ~~l. \
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1 I ~ \ \ --668-____ _ p - j''"'~ / ~ CaNSTRUCTIO S UE C - ~ ~ ~ ~ % ~ ....1 1. OBTAIN PLAN APPROVAL FROM CABARRUS COUNTY SOIL AND = p Q W ~ ~ m
1 1 ` ` ~ - _ ` ~ ! ~ ~ r ~ ~ EROSION. OBTAIN ZONING GRADING PERMIT FROM THE CITY OF H ~ U m 0. ~ 0.0 d
/ I I ~ \ \ _ 64-__ / I I I I I ~ i_ _ _ _ _ / r CONCORD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ~ ~ 0 0 - ~ W
i II 1\ \ ~ ~ t _ ~ ` OBTAIN ALL OTHER .ALL APPLICABLE PERMITS FROM OTHER m N ~ U H Z m ~
I t 1 1 ~ \ ~ 660 ~ ~ ~ocQ-z - ! J REVIEWING AGENCIES. ? Q ~ 0 Q z ~ 0
I 1 ~ ~ ~ , ~ 2. SET UP PRE-CONSTRUCTION MEETING ON-SITE PRIOR TO ANY ~ 0 0 Z p a 0 Q D.
\ 1 I ~ ~ CONSTRUCTION, WITH THE OWNER, WITH ALL CONTRACTORS ~ ~ ? rn w Z p ~
\ INVOLVED WITH-'LAND :DISTURBANCE AND .EROSION CONTROL AND ~ ~ - U ~ W U 0 WITH THE EROSION CONTROL INSPECTOR AT [phone], MR. N cWi. w Z ~ 0 ~ ~ z
TONY JOHNSON, CABARRUS. CO. EROSION CONTROL INSPECTOR. _ ~ ? Q ~ J m ~ ~
\ t I ~ t \ \ 1 1 ~ \ ~ \ 3. FLAG THE CONSTRUCTION/DENUDED LIMITS AND MARK ANY ~ d ~ W = O d w
III I I \'T~ ~ - EXISTING TREES TO REMAIN. STAKE AND FLAG THE 30' w rY ~ ~
UNDISTURBED :STREAM :BUFFER.
~ I - ~ , ° \ ` \ - ~ ~ ~ 67'0 4. CONTRACTOR TO STAY WITHIN THE LIMITS OF CONSTRUCTION.
t . • f~ , . ~ 0 F ANY NEED TO CROSS THIS LIMIT LINE NEEDS TO BE BROUGHT TO
` 1 _ - ~ ~T ~ THE .ATTENTION OF THE ENGINEER PRIOR TO ANY CROSSOVER. 5. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
- - _ L=66 8. INSTALL DOUBLE ROW OF HIGH HAZARD SILT FENCE ALONG THE-
= ~ - _ - EDGE OF THE 30' UNDISTURBED STREAM BUFFER FOR THE ENTIRE
~ _ - LENGTH OF THE STREAM BUFFER ON THE SOUTHERN SIDE OF THE r -
- - = _ ~ CREEK.
; - - _ _ - ~ ~ ~ ~ 7. CLEAR AND ..GRUB THOSE AREAS NEEDED TO CONSTRUCT THE
D z ~ _ _ f f • _ ~ ~ ; ~ ~ ~ ~ ~ TEMPORARY SEDIMENT BASINS AND TRAPS, .INCLUDING THOSE AREAS ~ ~ ~ , ~ ~ NEEDED TO OBTAIN THE FILL NEEDED TO CONSTRUCT THE DAM
~ \ 1"1. ~ ~ ` ` \ ~ SECTIONS. ~ ~ - 6 \ ~ ~ ~ ~ ~ ~ ~ ` 8. INSTALL -THE TEMPORARY BASINS AS INDICATED ON THE PLANS.
\ ~ ~
3~ ~ III ~ ~ t ~ - ~ ~ ~ \ ~ ~ ` ~ ` ~ ~ ~ 9< SEED THE DAM SECTIONS AS SOON AS POSSIBLE.
~ 8, IIII \ _ ~ \ f4 ~ 10. ALL SLOPES MUST BE SEEDED WITHIN 15 DAYS. HYDROSEED
/ p \ 1 ~„IIII \ II ~ ~ , , _ - - _ _ _ ~ ~ \ \ G, III It\ ~ ~ ~ _ _ _ \ - \ \ i ii ~ ~ \ \ ` ~ ` ~ ~ \ ~ ~ ALL SLOPES, o
I I II ~ \ ~ \ • au,w,..~~sw,2 a aasew • asm " "`y ~ \ ' / / 1 lJl 11 l1 I ~ ~ - - _ _ ` - fir,, ~ 1 ~ ~ f ` ~ ~ ~ ~ \ ~ ~ \ ~ 11. INSTALL SEDIMENT STAKE AT THE LOW POINT OF THE BASIN. z ~ N \ \ \ ~ ~ ~ ` - ` ~ MARK THE FULL AND HALF FULL MARKS ON THE STAKE FOR N
Ill IIII IIII ~ ~ ~ t 1~ I ~ ^ \ \ ~ ~ - ~ ~ ~ ~ 6~S SEDIMENT. BASINS MUST BE CLEANED OUT WHEN THE SEDIMENT ~ z ~
~ ~ 1 I I ~ 1 ~ , - 1 1 .3~ ; I ?III LIB \ \ 1 ~ 1 / 1 \ \ \ \ ~ ~..1 _ ~ ~ ~ ~ HAS REACHED THE HALFWAY MARK. ~
I I ~ A ~ ` ~ ~ ` e 12. INSTALL THE FAIRCLOTH SKIMMERS. Z ~ ~ W ~ ~ ~
1 .1111 Il. ll ~ v I I I / 1 v ~ ~RX ~ ~ ~ 1 I l JI l I l I l J 1 dl C 1 I i• e ~ ~ ~ 13. INSTALL THE REMAINDER OF THE EROSION CONTROL MEASURES. ~ W w w ~ ~
I I ~ \ 0 ~ ~ ~ ~ "``6g ~ ~ THE EROSION CONTROL MEASURES. SILT DITCHES,. ROCK CHECK F- Z ~ z U ~ I \ ( ~ \ v \ ` ` - ® DAMS, SLOPE .DRAINS, SILT FENCE, ETC. ~ ~ w a $
~ l/ Ii - - ~ ~ \ 71 ~ I I I ~ / / l / / 1 J J I I I ( 1 ~ I 1 ( I I I l 1 1 I / f I I I I 1 t~ / ~ \ ~ ~ I ! J l Ill / I l i 1 I I I I ` ~ \ \ \ ~ ~ ~ \ - ~ ~ 14. CLEAR AND GRUB .THE REMAINDER OF .THE SITE. ~ ® ~ ~
z \ \ \ ~ ~ ~ ~ ~ / / / / i / / l ~ ? ( ( 1 \ \ \ ~ \ \ \ \ ~ \ ~ ~ ~ - _ ~ a \ ~ ~ 15. UPON INSTALLA110N OF THE TEMPORARY TRAPS AND BASINS = Z ~ > z m
,,1 ( 120 \ ~ e,~ ~ ~ / /l/l l / / l l 1 \ 1 \ ~ \ \ I \ \ \ \ \ ~ ~ ~ \ ~ . ~ ~ ~ AND 'OTHER MEASURES, CLEAR THE AREA BELOW THE TEMPORARY m W Q ~ ~
/ \ \ I i/ / l I/ 1 I I I I 1 \ \ \ ~ ) / / /l l ll I 1 E \ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ BASINS FOR THE DAM SECTIONS OF THE PERMANENT WATER ~ ~
I / / •I \ ~ / / / / 1 \ 1 \ \ ~ I ~ \ ~ ~ ` ~ QUALITY BASINS 1 ANO 2. ~ M
J \ :i ` ~ \ 1 / / l / / 1 / I \ \ 1 \ ~ / / ~ ~ i ~ \ ` ~ ~ ~ 16. CONSTRUCT~IHE DAM SECTIONS OF THE WATER 4UALITY
/ \ \ ~ ~ ~I \ I / / / / i 1 ~ ~ \ ~ \ ~S / ! / f I l \ - { \ ~ \ ~ \ BASINS # 1 AND # 2. o ~ s 1 I \ ` \ ~ ~ ~ 17. SEED THE SLOPES OF THE PERMANENT WATER QUALITY BASINS C
\ \ ~ \ , ` / / / ~ Imo/ ~ / I { I 1 ' • I I ~ ~i~\ \ ` ~ ~ \ 1 WITHIN 15 DAYS. USE NORTH AMERICAN GREEN .EROSION CONTROL c
\ \ i \ //l / / l 1 l 1 l I 1 I 1 695` ~ ~ ~ ` ~ \ \ \ ti BLANKET S150 ON THE DAM SLOPES OUTSIDE OF THE. SPILLWAY w ~ m
\ / / ~ ~ ~ ~ ~ ~ SECTION AND USE NORTH AMERICAN GREEN EROSION .CONTROL
\ \ \ \ 1 \ \ I ! / ~ 1 1 / ~ ~ I I \ ~ \ \ N 1 y~ \ \ , l 1 1 / c \ J I 1 ~,1~ S/ / i / ~ ~ ~ \ ~ \i ~ BLANKET C350 ACROSS EMERGENCY SPILLWAY SECTION OF DAM. SEaI ,®,ee`~~ CglgOj~'°'°oA
\ ~ \ ~ ` 1 I 111 I \ _ _ ~ 1 ~ t 1 ` / ~ ~ ~ ~ ~ , , ` 18. TQPSOIL TO BE STOCKPILED ONSITE IN AREAS TO BE DETERMINED s®e Q~ n°«°°,°°~//y
1 \ J 1 1 l 1 / l\ \ / I I t ~ 1 r ~o \ ~ \ ~ ~ ~ ON SITE WITHIN THE DENUDED LIMITS AREA. .®®~EBS~®N•.9-
\ \ \ r' 1 \ \ \ 1 1 /I1 1 1 1 1 1/ ( \ \ ~ / 1 1I l 1 \ S\\ ~ \ q. I I 1 1 r 1 1, / I I 1 I l / ~yl • ~ _ ~ ~ \ \ \ \ ~ ~ 1 19. GRADE THE SITE AND COMPACT THE SITE PER GEOTECHNICAL ~ ? aQ® 9~ I I IA I ~c9 ` \ \ \ \ ~ 1l RECOMMENDATIONS, SPECIFICATIONS AND PLANS. EGS LLP CAROLINAS, Ste-
LT TCN Tl~ , \ \ ~ I I l (I I I 1 I 1 ~ ' / rt _ r r I I \ 1 - _ _ I I I I ' I 1 ~ ~ \ \ I I ~ PROJECT N0. 08-4415-B, DATED ~1LY 25, 2007. 1
~ p - ~ \ \ \ \ (I I 16. CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH. THE EROSION "
\ ~ > is \ \ \ \ \ \ \ \ - 1 , J - 1 , / / ~ ~ ~ I J`j' I I I I„ I ~ ~ 1 ~ ~ i I I I I CONTROL INSPECTOR. ADDITIONAL EROSION CONTROL MEASURES MAY BE 1 °°..•°°w~,•°°,
I" ~ \ 1 1 I I REQUIRED THAT ARE NOT INDICATED ON THE PLAN BY THE EROSION '°i~~® "N FJ~~'e / I ~ ~ ~ ~ 1 i ~ ~ ,1 ~ I CONTROL INSPECTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO °°°°~eA,Gea~~`', .
\ o I ~ Int ~ I / / / ~ . ~ ~ \ ~ ~ ~ ~ 17 MAINTAIN EROSION ONSITE, REGARDLESS OF 'THE .MEASURES REQUIRED, 13
\ DRO X46 / t ~ . ~ 1 ( 1I 11 / - ~ ~ ~ `e r ~8 /1 ~i f . ~ ~l 1 ~ I I I ANY CHANGES IS THE EROSION CONTROL MEASURES AND/OR GRADING
I \ Ili ` 21„~ 7"' ( ~ ( I ~ \ ( v ~ ~ ~ / ~ 7~. \ 1 r=te--= _ ! / I I I IIII 'l, I I l I l~r / ~ - ~ I I IJ SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND THE
ou~\: ~r \ 1 / I ~ _ I ~ ; \ !1 / 695 ~ ~ , ~ 1 719. (1 i I ~ 1~ I / 11 / \ ~ ~ ~ - ~ E ~ ~0 \ I 1 I I I III Jf I ~ 1 / / ~ • 1 ~ I t I I EROSION' CONTROL INSPECTOR.
{ ~ ~ ~ \ 1 r = I 1 I I 1 11111 I / ~ ~ \ 0 ST, LON ~ I I I i t 1I ~ .,r / / ~ - _ ~ ~ ~ ~ / / i I I I I 1 I J I 17. EROSION CONTROL DEVICES. SHALL BE DILIGENTLY MAINTAINED r ~ ~ ~ / / ~ ~ I l I I I I I I ll THROUGHOUT CONSTRUCTION. DEVICES SHALL BE INSPECTED AND
Me y ~ ~f \ 1 ~ D. ~ ENT NCE I II IIII ( ~r/ii / j~ ~ q, \ I I I ~ ~ REPAIRED AFTER EACH SIGNIFICANT RAINFALL.
I 1 I I I III 1 1 l J i i - 0-, p~. , / ~ , ; o ~ CAT AT I I , , \ > _ n~~+,~ ~ / ~ \ ~ I 'I I I / ~ 18. GRASS OR OTHERWISE STABILIZE ALL AREAS AS THEY ARE
I ss - , l I t i I I 1 I I III! I i~ / / ~ I M 1 ~ / ~ { I 1 1 / l , it 1, , ~Q~~ ~ 1 \ ~ ` ~ ~ 1 / / j ~ BROUGHT UP TO GRADE.
I q ~ RIV 1 III i I I t r (.III ~ t~ / ~ • • • ~ / 19. STABILIZE ALL. DENUDED AREAS, 3:1 AND GREATER FILL AND CUT U
/ 1 N ~ . _ i 1 I I I I I 111 \ 11 / / / / l " / 1 ou "~z5.72 `''~--ur; ~ ~y. i / ""~R S ~ , I I (.III 1 . _ / / 1 i / ~ ~ y ~ . ELI®~~ ~ ~ ~ SLOPES WITH. GRASS. IF UNABLE TO STABILIZE WITH GRASS ALONE, J z ~ - \ I ' ~ / / INSTALL AN EROSION CONTROL BLANKET ALONG WITH THE SEEDING "
2s. ~ r - ~ - ~ / / ~ ~ I I 1 I J l I I J II 1 / l / / / / i/'~~ 1 ~ ~ / 1 ~0 r- - - _l l III I (I 1118 ll / ll l 1 / i ~ l` \ ~ 1 ~6'- ~ r o _ - I\~ ~ Q~r~ I SPECIFlCATION PER THE MANUFACTURER'S SPECIFICATIONS.. USE NORTH J ~ ~
I / ~ ' ~ I AMERICAN GREEN (NAG) EROSION CONTROL BLANKET 5150 OR F- O
1 °~~1 I _ l r ~cp ~ I I I I I 111/~ 1 1 ~l l/ l l I ~ 1 1 - / ~ , ~~s i ! ~ f ~ ~ ~ _ . or' x r . I l J ~ ~l l/ l l \ \ ~ ~ ~ ~ ~ ti ~ ~ ~7F _ / (I • ( APPROVED EQUAL z U J
, ~ ~ , _ _ ~ , ( I I / I ~ I 20. ALL EROSION CONTROL DEVICES TO REMAIN IN PLACE UNTIL SITE ® Z
/ ~ ~ - / ~ ~ ~ o - I ~ \ 1 / / 1. \ \ 1 ~ _ n, ~ \ rip - _ ~ / / / / i \ _ _ ~ ~ O ~ (T ~ IS PROPERLY STABILIZED. ~ i ( a ~ I I I 21. AS GRADING OPERATIONS CONTINUE
r i~ F _ ~ ~ ~ . ST~UCTlO~ I I I I I ~ ,AND GRADING REQUIRES THE Z U ~ UCTl01V ~ ,\05 ~ISiT I I I I I I (I I TEMPORARY BASINS AND TRAPS T4 BE REMOVED, MAKE SURE THE Q O W
/ / ,IRE` ~ . 1 ~ \ \ \ ` _ ..C~O 1 / / ~ / RAN ` - ~ ` . r / 1 ! r ~ \ \ l , l,1 - ~ i ~ • - _ t ~ _ .EN. PEE I I I I I ~ WATER QUALITY BASINS ARE INSTALLED TO THE EXTENT THAT THEY CAN - ap
1 / ~s ~ ~ - l I ~E i I I 1 I ~ PERFORM AS EROSION CONTROL BASINS. REMOVE TEMPORARY BASINS ~ W
I / ~ ,~rr~ , ~ , , / I s 7 i DE ~ 0 ATEI p~Edq~~- , ~ ~FF I ` I I i ~ ~ \ ~ UPON CON~NT TO REMOVE BY THE EROSION CONTROL INSPECT~t. O ~ L.r ....o . 22. UPON STABILIZATION- OF THE ENTIRE SITE AND WITH PERMISSION ~ ~ Q ~
\ ~ 1 t I< 1. ~ \ , \ 1, \ \ \ \ ~ FROM THE EROSION CONTROL INSPECTOR TO REMOVE -THE EROSION W F- Z
SITE NARRATIVE: ~ ~ ~ J~.-•.~,•~-~. / ' ~a ~ ROADS )S ' ; ` \ ~ ~ ~ \ \ \ \ \ L DEVICES, REMOVE ALL' SILT FROM THE BASIN, RESHAPE TO THE W
\ f -.,,mss,. 'e~1. 1 / - _ _ _ OVERALL SITE IS 59 AC.t. THE 29.55 AC.t ON SOUTHERN SIDE OF THE CREEK IS THE PORTION TO BE MASS GRADED. ~ \ ~ --wk.,,e;,'~.~ ~ - i \ ~ ~ ~ ~ \ \ ~ STORMWATER /DETENTION BASIN PARAMETERS.
g PRESENTLY, TWO (2) LARGE STORMWATER QUALITY AND DETENTION BASINS HAVE BEEN DESIGNED TO HANDLE THE I ~ \ .-._'"~-e.~ Qas • , - - J ~ \ \ 1 \ ~ ~ 23. ESTABLISH A GOOD STAND OF PERMANENT GRASS- ON ALL Z Z W ss My ~ : ` \ \ ~ \ \ ~ DENUDED AREAS. Q I' U
RUNOFF FROM THE SITE ANDTO CONTAIN THE RUNOFF PER STATE STANDARDS WITH A MAXIMUM OF 70 /o I ~ I ' 1 -.,.,,,1 M IMPERVIOUS AREA. / J ~ - ` ~ _ ~e~` p~ ~ ~ ~ , h ~ ~ ~ \ \ 24. REMOVE EROSION CONTROL DEVICES UPON RECEIPT OF APPROVAL ~ C~ Z W
ssg,5t \ \ ~ \ \\~~e TO REMOVE THE.'DEVICES BY 11•LE EROSION CONTROL INSPECTOR. ~ Z otS z
THE SITE HAS BEEN REZONED TO MX CC2. THE SOUTHERN HALF OF THE SITE, BEING SOUTH OF THE CREEK TO HWY. I / ~ / / ~.w rN~~6 ~ - \ ' cAs AR"'`'`~- 73, WILL BE DEVELOPED INTO A MAX. OF 250,000 SF OF RETAIL AREA.AND ASSOCIATED PARKING. THE MASS ! I i l rJ ~ \ \ \ \ ~ \ \ ~ 25. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ® M
ro o GRADING IS FOR THIS PORTION OF THE SITE, IN ANTICIPATION OF THE PROPOSED RETAIL TO FOLLOW SHORTLY. 1 / ' ~ ~4 5¢ 1 e • . \ \ x~°° \ ~ ~ \ \ ` \ \ ~ ® CABARRUS COUNTY REQUIREMENTS AND THE NC EROSION AND SEDIMENT o ~
cv / I "1 THE NORTHERN'HALF OF THE SITE BEING NORTH OF THE CREEK TO 1.85 IS ALSO PART OF THE AB VE MENTI N D I l I \ ' 5 ~ . ` , \ \ \ _ NU CONTROL PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE ~ _ ' . _ _ .AND THE SOIL CONSERVATION SERVICE. ~ Vr Q
REZONING AND WILL BE DEVELOPED INTO A MAX. OF 250,000 SF OF OFFICE SPACE AND ASSOCIATED PARKING. \ ~ ® / ~ ~t . \ o I x t _ ~ • • y~N~z \ \ 26. NO BURNING IS ALLOWED.
6 ~ ~ / ( RAC _ ~ _ - 04.9? , ~ 1,.. 27. TOTAL SITE AREA = 50.91 ACRES; THIS PROJECT SITE IS 29.Ot ~ 2
THEWESTERN HALF OF THE MASS GRADING HAS A DRAINAGE AREA OF 12.38 AC.t. BASIN # 1 IS LOCATED ON THE t„r \ / 1 ~ ~ WESTERN HALF OF THE PROPERTY SITUATED JUST OUTSIDE THE 30 .UNDISTURBED STREAM BUFFER. THE BASIN \ / / `rte.. ~ i£ ~ ra3 ri :t AGs
, ( / / / i ~ ~ ~ WILL HAVE A PERMANENT WATER DEPTH OF 5 WITH AN OUTLET STRUCTURE AND LEVEL SPREADERS OUT OF A ~ ~ c \ ~ / / / ~ ~ / ~ ~ ' • ~ ` "M~ 28. DENUDED AREA SHOWN ON PLANS =~Qt AC. Q _ S®~ NI(; ~ ~ ~ ~ ~i~~ o ~ • , 30. A~L STABILIZATION TO'TAKE PLACE~WITHIN 15 DAYS ONCAL ~
P ITT B X. A / o S L ER O ( Y _r /
a~ BASIN # 2THE 1 YR. 24 HR. STORM, THE 10.YR. AND THE 50 YR. STORMS HAVE BEEN ROUTED THRU THE BASINS. THE ; \ \ \ / / i i " N L SLOPES r,. ~a ~ ~ ' ~ ~ ~~•~1.. AND WITHIN 21 DAYS ON ALL OTHER AREAS.
BASINS HAVE BEEN DESIGNED TO ACCOMMODATE THE DRAINAGE AREAS AND THE 70% MAX. IMPERVIOUS AREA , ~ / / r ~ p1 \ \ _ ~ XI - S ~ ~ r1 ~ REQUIRED BY CITY OF CONCORD STORMWATER DESIGN MANUAL AND THE NCDENR STORMWATER QUALITY ~ I \ / . W ~ \ lj r ?3 ~ ~ ~ ` ° 31. UP~V STABILIZATION OF THE ENTIRE SITE,. RESHAPE THE PERMANENT
o ~ \ ~ t 6 REQUIREMENTS. \ / ~ 0 00 ~ / y 6 ~ J ~ ~ WATER QUALITY BASINS TO THEIR ORIGINAL DESIGN PARAMETERS.
a N MASS GRADING IS TO BE ACCOMPLISHED WITHOUT ANY RETAINING WALLS AT THIS TIME; EXCEPT THOSE ~ ; - ` " RESEED AND ESTABLISH A G000 STAND OF GRASS. RESPREAD SILT REMOVED FROM BASIN OVER APPROPRIATE AREAS AND SEED THOSE
o ASSOCIATED WITH THE BASIN CONSTRUCTION. AREAS ALSO. Q ~ ~
o LEC~D~ o FINAL PLANS FOR THE SOUTHERN DEVELOPMENT WILL BE DESIGNED TO ACCOMMODATE THE DRAINAGE AREAS
~ SHOWN TO THE RESPECTIVE BASINS WITH A TOTAL OF 70% IMPERVIOUS AREA. ~ ®s ~ ~ PROPERTY LINE GRAPHIC SCALE LONG AASNALLADESIGNAPARAMETE SARE METT EXISTING CONDITIONS AS a
w ~ THE REZONING PLANS INDICATED A MAIN DRNE THRU THE SITE LINING UP WITH RURAL DRNE ACROSS HWY. 73 AND ~ e ~ ~ ~ 33. ARMY CORP OF ENGINEER'S AND NCDENR WATER QUALITY. PERMITS WGF _ _ _ - - FOR REMOVAL OF WETLANDS HAVE BEEN ISSUED. THESE PERMITS HAVE
= ~ EXISTING RIGHT OF WAY 3 ~ A SECOND DRIVE INTO THE SITE FROM A DRIVE LINING UP WITH BRANSON ROAD. ROADWAY. IMPROVEMENTS TO BEEN- OBTAINED BY SOIL & ENVIRONMENTAL WETLANDS CONSULTANTS. ngineer
~ 3 HWY. 73 WILL BE DESIGNED IN CONJUNCTION WITH THE FINAL RETAIL PLAN DESIGN. ~ ~ _ ~ PROPOSED RIGHT OF WAY WGF
~o SEEDBED PREPARATi N Ix t''>~'r) Drawn By
N c O PERMA ENT S DING SPEC S. SETBACK LINE - - - - - - - T PCiRARY EROSIONI ~o - - - i inch = so t~ ~e+EST~ ~u ~ 02f151®8
0 3 1. AREAS TO BE SEEDED SHALL BE RIPPED OR TILLED AND SPREad WITH 3:1 SLOPES OR FLATTER ' v - - - . - . - - . a ~ AVAILABLE TOPSOIL 4"DEEP. TOTAL SEEDBED PREPARED PTH L B CO ROL SEVEDI G SPEC- . BUFFER LINE - DE SHAL E 6 . _ . _ S I O F~ Date
o ~ APPLY AGRICULTURAL'LIME AT A RATE OF 90 LBS(1000 S.F. UNLESS SOIL TEST STREET YARD NON-SUBSCRIBER5 MUST
c r: 2. ROCKS, ROOTS rl<OTHER OBSTRUCTIONS & CONSTRUCTION DEBRIS SHALL BE INDICATES OTHERWISE. 3:1 SLOPES OR FLATTER SEDIMENT DESIGN DATA BE CONTACTED DIRECTLY msrHeaw R@VISIOnS
° ~ REMOVED FROM THE SURFACE OF THE SEEDBED. SURFACE OF COMPLETED c ~ PREPARED SEEDBED SHALL BE LOOSE SMOOTH & UNIFORM. CONTRACTOR APPLY 10.10.10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBSl1000 S.F: APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.E. UNLESS SOIL TEST EXIST. CONTOUR 1 04/03108 2ND SUBM.
'y ~ UNLESS SOIL TEST INDICATES OTHERWISE. INDICATES OTHERWISE. /~1 ~Q i o SHALL TILL, DISC ANWOR HARROW IF NECESSARY TO ACHIEVE THIS. ~ CONCORDICABARRUS
`v °o APPLY 10.10.10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS11000 S.F. ~ ' 3. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHALL BE APPLIED SEED AT A RATE OF 6 LBS11000 S.F: PROP. CON TOU R c UNLESS SOIL TEST INDICATES OTHERWISE. DENUDED AREA AC. 2.91 5.56 C®. REDLINES FIELD DRAINAGE AREA AC. 3.4 7.12 TOPO ADDED
a ACCORDING TO THE SEEDING SPECIFICATIONS. 2 o x DATE TYPE J Q~~CIA CFS 14 30 r~~
NOd.1 T4 ANNUAL RYE GRAIN SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE & APPLICATION RATES. 0 4: IF SOIL TEST IS TAKEN; APPLY FERTILIZER AND LIME IN ACCORDANCE WISOIL PROP. SPOT ELEV. ~ 05!13!08 3RD SUBM.
N MAY 1 AND TURF TYPE TALL FE D 702.25 o ~ TEST RECOMMENDATIONS. SCUE ATE TYPE PLANTING RATE '.ZJ STORAGE REQ'D. CF 10,476 9,684 ~ STORAGE PROVIDED CF 11,826 39,870 ANC z ~ ~ ~ CONCORD/CABARRUS
E u NOV.1 TO ANNUAL RYE GRAIN 150 LB$IACRE rn 5. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE MAY 1 TO TURF TYPE TALL FESCUE MAY 1 AND TURFTYRE TALI FESCUE 100 LBS/ACRE HIGH HAZARD SILT FENCE BOTTOM DIM'S FT. SEE PLAN (EL 672) SEE PLAN (EL. 666) ~ ~R, ,~z a CO. REDLINES ~ ~ ~
~ SOIL DURING SEEDBED PREPARATION. AUG. 15 NCDENR 6.62 & 5' TOP OF DAM DIM'S FT. SEE PLAN (EL. 680) SEE PLAN (EL. 680) m yc? " a ~ ~ p i
co ~ MAY 1 TO GERMAN MILLET AND 60 LBS/ACRE c~v a 6. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH A THIN AUG.15 TO TURF TYPE TALL FESCUE AUG. 15 TURF TYPE TALL FESCUE 100 LBSIACRE SILT DITCH -I"I"~A" 'I"I"~'"~" ® TOP OF STORGE DIM'S FT. SEE PLAN EL 678 SEE PLAN' EL. 674 W E ~~8 ~
~ ~ DENSE LAYER OF CLEAN WHEAT STRAW. 1 Nov.1 NCDENR .6.20 '
a eeir. ~~rn TIIRC NDC TALI CCQAI IC nen roeienee ~ / Were nlc~rlu FT. 9 16' (NC~H,~'VY mY z
GW L{~V//~VRL v MULCH WITH UNCHOPPED, UNWEATHERED SMALL GRAIN STRAW FREE OF SEEDS NOV.1 vrcI~ vgwr i n C I. G L 4 `~J1V WEIR LENGTH FT. 10, 30'~
a APPLIED AT THE RATE OF 1-2 TONS/ACRE.- HEAVILY MULCHED DURING JANUARY ROCK CHECK DAM
- MARCH PERIOD. o r i MULCH WITH STRAW APPLIED AT THE RATE OF 75-100 LBSI1000 S.F. NCDEN R 6.83 WEIR ELEV. FT. 678 3a Project Number BOTTOM ELEV FT. 672 666 ~ 246-094
HEAVILY MULCHED DURING JANUARY - MARCH PERIOD. o THE CONTRACTOR SHALL MAINTAIN THE PERMANENT VEGETATIVE COVER BY TOP ELEV FT. 680 680a Sheet Of
MOWING, IRRIGATION; REPAIR OR PLANTING FAILURES OR OTHER METHODS FOR IF GE 10 MAX. SEDIMENT DEPTH FT. 678 674
? THE DURATION OF THE PROJECT & UNTIL THE PROJECT IS ACCEPTED BY THE GERMAN MILLET IS USED FOR TEMPORARY COVER DURING SUMMER MONTHS, GRAVEL CONSTRUCTION OWNER CONTRACTOR MUST KEEP TEMPORARY MILLET MOWED AND CONTRACTOR MUST 112 SEDIMENT DEPTH. FT. 675 '670
OVERSEED WITH THE SPECIFIED RATE OF TURF TYPE TALL FESCUE AFTER THE ENTRANCE (NCDENR 6.80 p HEAT OF SUMMER IS PAST BUT NOT BEFORE SEPT.'16 NOR LATER THAN NOV. 1. FAIRCLOTH SKIMMER SIZEI# NIA 3"0 VICINITY MAP
PRIMARY DISCHARGE LGTH NIA 12"0-71't N TO SCALE V
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/ - ° T~'" ~ ~ ~~C 06,6 Og4,47 DRAINAGEAREA AC. 3.96 13,66 1.42 ~ ~ O O V } ~ W
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` / ss STORAGE REO'D. CF 14,256 39,312 5,112 Z ~ Q ~ Q
r ° ~ ' - ° I STORAGE PROVIDED CF 26,374 53,656 20,910 ~j O Z 0 0. O Q a ~ y \ ~ ( ` BOTTOM DIM'S FT. SEE PLAN (668) SEE PLAN (658) SEE PLAN (676) ~ Z ~ LL) Z ~
~ . \ , y TOP OF DAM DIMS FT. SEE PLAN (618) SEE PLAN 670) SEE PLAN 684 ~ W W ~ 0: N U W
~ ` TOP OF STORGE DIM'S FT. SEE PLAN 674 3EE PLAN 664 SEE PLAN 880 ! µ > ~ pPE~I ~ , , WEIR WIDTH FT. 9' 16' 9' fA a w Z ~ 0 = Z
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/ / ~ ~ J / / / / ~ ~ 6 / / / / / / ~ c ~ ~AP,R9N / / 1 / / / ~ / / - or O ~ ~ \ WEIR LENGTH FT, 15' 3p' 10' ~ a Z a 0 Q" 1-
/f / / ~ l Jll /i / / to 3 0 Lu - ~ _ ~ \ ~ ~R S~ WEIR ELEV. FT. 676 668 682 W ~ ~ ~ ~ds~,~•~ _ ~ \ ` BA~f L 5~ , I \ BOTTOM ELEV FL 668 658 6Z6
~ ~ \ ' TOP ELEV FT: 678 870 684
l ~ •STQN~ ~ _ \ ''~I ~ MAX. SEDIMENT DEPTH FT, 674 664 680
/ / / / , / / / ~ I I i I • 1 • • ~ ~ ` \ I\ ~ 112 SEDIMENT DEPTH FT. 671 .661 678
, • • ~ ~ ' : \ \ ~ \ PRIMARY DISCHARGE SIZE N!A 123 LF -12"RJ DPE NIA • ~ ~ ` ' ~ 1 \ \ ~ ' FAIRCL07H SKIMMER IZE1~ N!A 2.3"fd NIA
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Vol A~l ACAS
L C5B 16
w L 3

• ,A GRAVELED SPECIFICATIONS AREA OR PAD LOCATED AT POINTS .HERE Sall ~
VEHICLES. ENTER AND LEAVE A CONSTRUCTION SCTE, 1. REMOVE AND PROPERLY DISPOSE OF ALL, -TREES 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95X BY WEIGHT OF CONSTRUCTION TEMPORARY: EROSION CONTROL SEEDBED PREPAY®110N N s~ WEIGHT OF 1. CONSTRUCT THE. SEDIMENT.BARRIER OF STANDARD STRENGTH OR EXTRA 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING Z F-
BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERW.. 'Min, pOLYOt.EFINS OR POLYESTER WHICH. IS CERTIFIED TH BY E MANUFACTURER 2. ENSURE THAT.THE. MINIMUM CONSTRUCTED CROSS. OR SUPPLIER AS CONFORMING TO ASTM D 6461 MANUFACTURER STREt~TH SYNTHETIC FlLTER FABRICS. TO PLAN... N - O D= F
PURPOSE. TO PROVIDE A BUFFER AREA WHERE VEHICLES CAN DROP - WHICH 1S SH SECTION MEETS ALL DESIGN REQUIREMENTS: OWN: IN THEIR MUD AND SEDIMENTATION. TO AVOID TRANSPORTING TT ONTO PUBLIC PART IN TABLE 6.62b. SHOWN' IN 2, ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24" 2. AREAS `TO BE SEEDED 'SHALL BE RIPPED AND SPREAD WITH AVAILABLE W Z ~ 0 2 = W W
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ROADS, TO CONTROL EROSION FROM SURFACE RUNOFF, AND TO HELP ONTAIN ULTRAVIOLET RAY 2 SYNTHETIC FLTER FABRIC SHOULD C ABOVE THE GROUND SURFACE,: TOPSOIL 3" DEEP TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO = 0 Q W ~ I., m ~ T RAY 3. CONSTRUCT THE FLIER FABRIC FROM A CONTINUOUS ROLL. CUT TO -THE 6" ~a'• I' tY U m 0 H 0 O W
CONTROL DUST: ANY POINT THAN THE DESIGN ELEVATION PLU$ .THE INHIBITORS AND STABILIZERS TO PROVIDE. A MN. OF 6 MONTHS OF SPECIFIED SETTLEMENT. EXPECTED USEABLE LIFE AT A TEMPERATURE RANGE OG O' TO 1 0'F. TTHS OF LENGTH„OF THE BARRIER TO AVOID..JOINTS. WHEN JOINt'S ARE NECESSARY, 3. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE N ~ 0 ~
2 4. PROVIDE .SUFFICIENT ROOM AROUND DNERSIONS TO TO 120°F. SECURELY FASTEN THE FlLTER CLOTH ONLY AT A SUPPORT POST.WITH A-4° REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH Ur m N ~ U F' Z ~ ~
ENSURE THE POSTS- FOR THE SEDIMENT FENCES ARE 1.33 LB LINEAR FT. PERMIT MACHINE 'REGRADING AND CLEANOUT, 6` Typical / LB/LINEAR FT. MINIMUM OVERLAP TO THE NEXT .POST. ESTA~.ISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FlNAL Z LL Q I'" 0 ~ Z Z 0 THE STEEL SEEDBED PREPARATION, AT FINISH GRADES 'SHOVMN, SHALL BE REASONABLY O 0
5. VEGETATE THE RIDGE IMMEDIATELY AFTER 18 Min.. STEEL WITH A MINIMUM LENGTH OF 5'. MAKE SURE THAT THE STEEL. CONSTRUCTION, POSTS HAVE. PROJECTIONS TO FACILITATE G UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING TEMPORARY EARTHEN DIVERSION -DIKE.. ASTENING THE FABRIC. 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SMOOTH AN6 UNIFORM. ~ ~ Z ~ W Z ABRIC. SECURELY TO THE UPSLOPE 51DE OF THE POSTS. EXTEND THE WIRE MESH 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND UME TO BE AGCORDII~
pq~, 3. FOR REINFORCEMENT OF STANDARD STRENGTH FLTER FABRIC, USE FABRIC, USE SUPPORT TO THE. BOTTOM OF THE. TRENCH. FASTEN THE WIRE; . TO SEEDING SPECIFICATIONS-SHOalN. IN ADDmON, PROVIDE 15 CBS./1000 ~ ~ ~ " CJ p; W U
t~ Ltt~ Alc. TetASSED DITCHES AND SWALES WIRE FENCE WITH A MiNIMUM 14 GAUGE AND A MAXIMUM MESH SPACING ~ INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AN As NoTEn ABOVE IN DITCH a~ART, OF 6 INCHES.- 41E5H SPACING REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. SQ.FT. OF SUPERPHOSHATE. ®W W t~ ~ ®07 W W
D AFTER EVERY RAINFALL IMMEDIATELY REMOVE.SEDIMENT .FROM THE " WEIR OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 LB. TENSILE 5. IF SOIL TEST IS TAKEN, PROVIDE UME AND FERTILIZER ACCORDING TO to 0. W Z ® ~ Z STRENGTH. SOIL -TEST REPORT. = O Z Q 0 J W O~
W. FLOW AREA ANO REPAIR THE DIVERSION RIDGE. CAREFULLY 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM 6. UME & FERTILZER SHALL BE APPLIED UNIFORMLY do MIXED-WITH THE I•- a (7 p~„ 0,m d ~
CHECK OUTLETS AND MAKE TiMELY REPAIRS AS NEEDED. W 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER - WHEN THE AREA PROTECTED 15 PERMANENTLY STABILIZED, o EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SOIL DURING SEEDBED PREPARATION. Z W = 0 W ND AFTER OF 8' APARL SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE 7, GRADED SUES AND FlLL: THE ANGLE FOR GRADED SLOPES AND W tY i- 0:
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE Freeboard cc 2. SHOULD THE FABRIC OF A SEDIMENT. FENCE COI.IAP5E? TEAR, LY. GROUND A MINIMUM OF 24". FlLL SHALL BE N0 GREATER THAN THE ANGLE WHICH CAN BE RETAINED TEAR, 8, E)(TRA STRENGTH FILTER FABRIC WiTH 6 FEET POST SPACING DOES NOT B1f VEGETATAIE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. c 1 DECOMPOSE OR BECOME 1NEFFECTNE, .REPLACE CT PROMPTLY. I•Y' REQUIRE WIRE MESH SUPPORT. FENCE. SECURELY FASTEN THE FLIER FABRIC OR STRUCTURES: IN ANY EVENT, SLOPES LEFT' EXPOSED, SHALL, WITHIN
- 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE 3 -ADE DATE STORAGE VOLUME FOR THE Q NEXT RAIN AND TO REDUCE 'DE DIRECTLY TO POSTS: WIRE OR PLASTIC ZIP TiES SHOULD HAVE A MINIMUM 50 15 WORKING DAYS OF COMPL,EtiON OF ANY PHASE OF GRADING, BE REDUCE ~ TENSILE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR
PRESSURE ON THE FENCE. TAKE CARE TO AV010 UNDERMINING THE LINING THE 7• EXCAVATE A TRENCH APPROX. 4" WIDE AND 8" DEEP ALONG THE STRUCTURES ~ RESTRAIN EROSION CONTROL.
6 FENCE. DURING CLEANOUT. PROPOSED LINE OF .POSTS AND UPSLOPE FROM THE BARRIER. 8. GROUND. COVER: WHENEVER. LAND-DISTURBING ACTMiY IS
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT .BOTTOM WIDTH DEPOSITS AND BRING THE AREA TO GR+4DE AND STABILIZE IF AFTER SENT UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE ACRt:, IF MORE s4seuae~ IF AFTIDt 8. PLACE 12" OF FABR~ ALONG THE BOTTOM AND SIDE OF TRENCH. THAN ONE CONTIGUOUS ACRE:IS COVERED A GROUND COVER SUFFICIENT ~~80 °®ei
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. iTABICIZED. 9. BACKFlLL THE TRENCH WITH, SOIL OR STONE PLACED OVER THE FILTER TO RESTRAIN EROSION MUST. BE PLANTED OR OTHERWISE PROVIDED WITHIN CAgOf
~ONSTRUCiION SPECIFiQAT10NS: D AIL FABRIC AND COMPACT. 15 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH OP~°~E$S!p'"./'~'.y~`? FUR1HIXt ACTNE CONSTRUCTION IS NOT BEING UNDERTAKEN PROVIDED ` ~ '0
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER ALL SILT DITCHES/DIVERSION DITCHES: GRASS uNED DITCH OBJECTIONABLE MATERIAL AND PROPERLY GRADE TT. 10. DO NOT ATTACH FILTER FABRIC TO TREES. ~ ~ ,:Q ti,~S THAT THIS SUBSECTION (C) SHALL NOT APPLY TO CLEARED UWD FORMING !Q t S ;
2. .PLACE THE GRAVEL TO THE SPECIFIC GRADE ANO DIMENSIONS SHOWN ON -THE BOTTOM SIDE GRASS GRASS GRASS. e' wwc wRH-srANDATIO sr~NGni wNe THE BASIN OF A RESERVOIR LATER INUNDATED. S SEAL
PIMiS AND SMOOTH. IT. DITCH N0. MIN.. LOPE WIDTH SLOPES DEPTH LINING WID1N T!'-MAX. WITH EXRL1 ::rRENCIH FABRIC ~pD gipp,~ y~ 9. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED _ 19220 e ~ srRENGrH FABRIC WRf10Ur WIRE FE9LCE DEPENDING ON FlELD CONDmONS. •e e
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE SD-1 1 . PosT 2' 2:1 1.01 OUTLEL 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABLLZZI' OF THE JUTE- 6.04 wN~ srEEL Posr 10. MULCH TO BE TACKED WITH ASPHALT EMULSION OR MECHANICALLY WIRE FENCING ? ~ I
rT]TdNG FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. SD-2 2 2:1 0.96 JUTE 5.84 TIED .DOWN WITHIN ONE DAY AFTER MULCH ~ SPREAD ?e 9 y'ti•...•"• V~°°
PUSnc oR vn~ , SD-3 0 2 2:1 L23 JUTE 6.92.. ~V9lIYIE~E~ SD-4 5. 3 e ' FILTER FABRIC GI';'AS5 UNTiL~RPROJECTE SACOMPLETED.MAINTAIN A GOOD STAND OF ,~i®~~dA G. FV ~ z KF~L THE TRENCH e1111111f'
1. MAINTAIN :THE, GRAVEL PAD IN A CONDmON TO PREVENT MUD 0 2 2:1 1.22 JUTE 6.88- R SEDIMENT FROM wovETl FlLTfR r~rtlC WITH C MPACTED SOIL ~ ~ ~ v i . ~iow 2~ SEEDING SPECIIICATIONSi , '
SD-5 4.93 2' ;1 1.45' JU 7;8' LEAVING THE CONSTRUCTION 51TE. THIS MAY REQUIRE PERIODIC TOP DRESSING. WITH 2 INCH STONE.. i~ TER EACH RAINFALL, INSPECT -ANY STRUCTURE USED TO TRAP SD-s 0 2 2:1 1.44 JUTE 7.76 o~~ ~ M ~ ~ 3:9 SLOPES OR FLeTfER r;'ttEMP. de PERAL4NENP1
SEDIMENT' AND CLEAN Tt OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE SD-7 5. 9~ 2' 2:1 1.15 JUTE 6,6 B`:° ~ 1.. Apply agrtcufturol lime at the rote of 90 Ibs/1000 ®q.ft.
, , 4 MATERIALS SPILLED,. WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. SD-8 5.64% 2 2:1 1.03 6,12 • 2. Apply 10-10-10 Commero~l fertilizer at the rate of 20 Ibs/1004 e~gft.
SD-9 .0 0 , ALDNO q TEMPO R 2~ 2:1 1:20_ JUTE. 6.80 THE RA Y GRAVEL „~,I 3. SEED IN ACCORDANCE WI'M THE FOLLOWING SCHEDULE AND APPLICATION RATES: ANCHOR SKIRT TYPE .PLANTING RATE to
DETAIL NCDENR 6.80 sD-1o 1.0% 2 2:1 1.01 JUTE- 6.04 s° MINIMUM AUG.'. 15 - NOV. 1 TALL FESCUE 300 LBS/AC. OR 7 LBS/1000 SOFT. V o
CONSTRUCTION .ENTRANCE NO ~1TE LINING- ON-SD-10 SINGE IT WI LL BE CUT IN AT END OF . NOV. 1 - MAR. 1 TALL FESCUE do 300 lBS/AC. OR 7 LBS/1000 SQ.FL Z W N BACKFIU TRENCH AND ABRUZZI RYE 25 LBS/AC OR 1/Z LBS/COO SQ.Fr: ~
c~NSTRUCnoN A coMMON Fiw.u~ of SLOP DauNS Is owsEO BY WATER SATURATING THE 5aL AND EACH WORKDAY UNTIL FINAL GRADES ARE ATTAINED. SPECTFICATIC4IS SEEPN~ ALONG THE PIPE 1HI5 fNiE711ES VOIDS FROM CONSOUQATIOi~I AND PIPoNO AND COMPACT THOROUGHLY. 'MAR: 1 -APR. 15 TALL FESCUE 30D LBS/AC. OR 7 L85/1GD0 SQ.FT. N
CAU~S WASHal15.. PROPER BACK FNINTG AROUND AND UNDER THE PN'E 'HAUNCHES" WTTH SCABLE SOIL MAtERW. MID HAND COMPACRNG IN 8' LN~CS TO ACHIElIE FlRM CONTACT APR. 15 -JUL 30 MULLED COMMON 30 LBS/AC OR 1 LBS/1000 SQ.FG ~ Z BERMUDA GRASS
BETWEEN 7HE PIPE AND 1HE SOIL AT ALL PONOtS WILL ELNANiA1E THIS TYPE OF FNUJRE JUL 30 -AUG. 15 TALL FESCUE dt 300 LBS/AC. OR 7 LBS/1000 SQ.fT. Z W G~ a ~ ~ M
1. PUCE SLOPE DRNNS ON UNDISNRBED SON. ~ WELL COMPACTED FlLL AT LOCA1101R; AND BROWN TOP MILLET OR ®W U W z ~ a
: _ ELEVATIONS SNOWN ON 1HE PLANS. SORGHUM SUDAN HYBRIDS 30 LBS/AC OR 3/4 LBS/1000 SQ.FL Z Z Z r.^ 4. MULCH WITH STRAW APPLIED AT THE RATE OF 75-100 LBS/1000 SOFT. ~ O L`1 ~
2. SUf11itLY SI:OPE THE SECTION OF PIPE IRiDER 1HE DIKE 1OWARD R5 OUiLET. • HEAVILY MULCHED DUI~NG JANUARY -MARCH PEiOOD. N r( I~1 Z g (n W t1 0
3: NAND TALM+ THE SOIL UNDER AND AROIltiD THE ENTRANCE S ED I M E N I T FEN C E ~cT~N IN 115 NoT To SILT FENCE EXCEED 8 DICHES. DETAIL NCDENR 6.62 ~Zt/~ ;°z SLOPES GREATER 'T}IAN 3:1 TD 2:9 SLOPES
' b ENSURE THAT FlLL CNER THE DRAIN AT THE TOP OF 1HE SLOPE HAS, MDIIMUM DIMENSKINS i. APPLY AGRICULTURAL LIME AT THE RATE OF 90 LBS/1000 SQ.FT. m W Q U g ~
OF 1:5 ~ DEPTH, AFC 1OP WIDM, MID 3:1 SIDE SLOPES. 2. APPLY 10-10-10 COMMERCIAL. FERTILIZER AT THE RATE OF 20 LBS/1000 SQ.FT. N 3. SEED IN ACCORDANCE WITH THE FOLLOWING'. SCHEDULE AND APPLICATION RATES: ~
S. ENSURE THAT A11 SLOPE DRAIJ CONNFARONS ARE WATER11fiH< DATES TYPE PLANTING RATE M
8. ENSURE TWIT ALL t1U: MATERIAL IS WELL-COMPACTED. SEiKIRELY FASTEN THE EXPOSED 'SECTION ~ THE'DRAIN WRH GROMMETS OR STAKES SPACED NO MORE THAN 10 FT. APART. MAR. -JUNE 1 SERICEA LtSPEDEZA 50 L9S/AC, OR 1 1/2 LBS/1000 SQ.FL ; ~
1. SALT DITCHES (SD-1) LINE. WITH JUTE MATTING. ~ rlErolTa THE T~ of THE sL~+E AND ADEQUATELY T'ROTECI' THE 2. ROCK CHECK DAMS EVERY 100' MAR. -APRIL AD~IALL )FESCUE 150 LBS/AC OR 3 1/2 lBS/100 SQ.fT.
3. AS A MINIMUM ALL PERMANENT DITCHES TO BE -LINED OR MAR. -JUNE ADD WEEPING LOVEGRASS 5 LBS/AC OR 1/8 LBS/1000 SQ.Fl: o
8. MAKE THE SEfiLED, COMPACTED ONCE. RIDGE NO LESS THAN 1FT A80VE THE 7OP OF THE ? WITH PIr~ AT EvER+r PrnNr. JUTE MALTING. '~*+JUNE - SEPT. 1 TALL FESCUE AN!) li0 LBS/AC. OR 1 1/2 LBS/.1000 SQ.FT. ` x ~
9. IMMEDIATELY SIABILRE ALL DISNRBED AAEAS FOLLOWING CONSiRUCIION. BROWN TOP MILLET OR 35 LBS/AC OR 7/B LBS/1000 SQ.Ff. ~
TEMP. IV R MNNTENANCE NISPECC ,IG: sL~E DRAN+ AND sui?PORiNOG AFTER EvER1r TWNFNl ANO PROMPTLY D E SIGN DITCH & . P E R MAN ENT ,DITCH DETAIL N C N DER 6.21 8c 6, 2 2 SORGHUM SUDAN'HYBRIDS 30 L8S/AC OR 3/4 LBS/1000 SQ.FT. SEPT. -MAR. SERICEA LESPEDEZA 70 LBS/AG OR 1 3/4 LBS/1~0 SQ.FL
MAKE NETNSSARY REPNRS. WHEN 1HE PROIECim ARET1 HAS BEEN PEiIIIAMENILY STAENLRED„ TEAIPORAR~I MEASURES MAY EIE AEMOVETb MATERVILS DI~OSED OF PROPERLY (UNHUU.ED-UNSCARIFlED)
MID ALL DISi+AtENA AREAS SGiBILRED APPROPRIATELY, TALL FESCUE 150 LBS/AC OR 3 1/2 CBS/1000 SQ.FL
MILLET OR SUDAN 20 LBS/AC OR 1/2 LBS/1000 SQ.F7. A MAX. SPACING, 100' B - RESEED SEPTEMBER 1 AT RECOMMENDED RATES.
15TAND OVER N1ET 4'MM 4. MULCH WITIi 3' STRAW APPLIED AT THE RATE AF 50-90 LBS/9000 SQ.FL AND ANCHOR WITH
oIVER51oN L _ THE DISTANCE SUCH THAT POINTS 1! IXKE ctASS T oR B A AND B ARE OF EQUAL ELEVATION ~T POINTS (100' MAX. SPACING) L ASPHALT EMULSION TACK COAT APPLIED AT THE !RATE OF 13-2B GALS/1000 SQ.FT. OR 800-1200
,yT,ppi ERASION CONiItOI HOLD-DOWN STONE ~Q~; NATION ~ ~ ~ GAL/ACRi:. 5. TACK: 255-GAL/ACRE
STAKES . UPSTREAM DAM A
SPACE`CHECK DAM IN A CHANNEL SO THAT THE C PLASTIC CatRUGA1ED OF DOWN STREAM DAM IS AT ELEVATI01~ SO THAT THE CREST 1T01~ F ts' MIN. --I I--
PIPE 9' IMDT. 0
INLET ~p
3 24' MAX. .L ~ U Z
AT CENTER
EN?ER FYVRtIC JOLT
INSTALL A 2' HIGH ROCK DAM 2
m? aF AROUND THE INLET END OF n,""ro~ QV ~ ~
STABNJZE ~ oeoTAr THE SLOPE DRAIN FOR z z a r-
4' MIN EROSION CONTROL, IF THE SECTION A-A LEVIx s~noN SLOPE DRAIN DOES NOT-.FLOW STONE sF1ouLD \ ~-0 0 ~ FlLTER FABiiIC V
BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER . ~ INTO AN EROSION CONTR FROM C~11TINC AROUND THE DAM: OL ~ ~T
BASIN. p ~ ~ 00 Z Z
DTMl;RNgN cxwlr~. OC ~ Q V)
Cl w d U
TEMPORARY SLOPE DRAINS NcDENR s.32A ROCK CHECK DAM DETAIL NCDENR 6.83 6.83 ~ a Z~
ZQw
CONSTRUCTION. SPECIFICATIONS: 1. ENSURE THAT THE SUBGRADE FOR THE FLTER AND RIPRAP FOLLOWS THE REQUIRED
LINES AND GRADES AS SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE lL z ~ aC
SUBGRADE TO THE DENSItY OF THE SURROUNDING UNDISTURBED .MATERIAL. LOW AREAS - ~ ~ - 1-- Z. M., o W
IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST :CONFORM TO THE SPECIFED GRADING LIMIT'S U®~
SHOWN ON THE PLANS. La a° oF;~7 wA1NIEV SIOI~ oR MNTAtt.TOOt oR _ Q
3. FLIER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY e,~ PROTECTED FORM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY srm Posy B'MAX V
d R G EMOVIN THE RIPRAP AND PLACING ANOTHER. PIECE OF FLIER CLOTH OVER. THE SfEO. POST _ WIRE FENCBIG ~ ' n
N DAMAGED AREA. ALL .CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF :THE DAMAGE IS EXTENSNE, REPLACE THE ENTIRE FLIER CLOTH. ~ _ ` -
M 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE . ~ - F1L1ER FABRIC EARTHWORK NOTES: ~ _ ~ WA~I® STORE
FLIER. WovEN FN.TER FAtBtlC
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1:5 TIMES THE MAXIMUM STONE • " o CIAO 1 RiP RAP DIAMETER. _
~ 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. R SHOULD BE HARD, _ ~ RK SHALL INCLUDE THE LOOSENING AND REMOVAL, TRANSPORTING, STORAGE,
ANGULAR, HIGHLY WEATHER-RESISTANT AND WELL GRADED. ~ 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE Ti - BACKFlLLING, GRADING AND ALL HANDLING OF NATURAL SOIL, DEPOSITED SOILS, OR ROCK FOR CONSTRUCTION OF ALL WORK UNDER TH1S CONTRACT.
r a THE TOP OF THE RIPRAP AT THE DOWNSTREAM ENO LEVEL WITH THE RECEIVING AREA OR ~i
t° SLIGHTLY BELOW R, ~ , U 1. EARTHWORK TO FOLLOW THE GEOTECHNICAL STUDY PROVIDED BY ECS LlP CAROLINAS ~ ~ ~ ~ PROJECT N0: 08-4415-8, DATED JULY 25,.2007. 0~`. V~1=
I B. ENSURE THAT THE APRON IS PROPERLY ALIGNED WTM THE REGEMNG STREAM AND ~ PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. ' IF A CURVE IS NEEDED TO FT SiTE 2. SiTE PREPARATION: STRIP TOPSOIL ORGANIC: MATERIAL AND SOFT OR UNSURABLE .MATERIALS.
a CONDI110NS, PLACE IT IN THE UPPER SECTION OF THE APRON. G ERAL NOTES: ASSS~IME 12" OF TOPSOIL WGF 3. REMOVAL OF UNSATLSFACTORY SAIL MATERWS SHALL BE DISPOSED OF ONSiTE, AS DIRECTED
w o 9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH 1. FlLTEtt FABRIC FENCE SHALL ~ A MNVIMUM OF 32' IN WIDTH AND' SHALL HAVE A MINIMUM VE A MINIMUM BY THE OWNER AND THE SOILS ENGINEER. Engle@@T
°z ~ VEGETATION. OF 8 LINE WIRES WiTH 12' STAY SPACING. 0 3 1. La IS THE LENGTH OF THE RIPRAP APRON 4. ROCK EXCAVATION: ROCK MALL BE EXCAVATED BY WHATEVER .MEANS NECESSARY TO THE . BOTTOM OF THE STRUCTUt~S TO BE CON51Rt1CTED. WHERE EXPLOSNES ARE-USED, WORK WGF
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT 2. WOVEN t1L1ER FABRIC TO BE USED WHERE SILT FENCE IS TO RETiWN FlDR A PERIOD OF O _ " MORE THAN 30 DAYS. ~ ~ INSPECT RIPRAP_OUTI.ET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION L~ 6 • PERIOD of SHALL BE DONE EXPERIENCED POWDERMEN USING SMALL CHARGES IN STRICT ACCORDANCE WiTH
W = AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN 3. SCEEI. POSTS SHALL BE 5'-0" IN HEIGHT AND 8E of THE SELF-FASTi~IER ANGLE SiEa. . a 3. IN A WELL DEFINED CHANNEL' EXTEND THE APRON UP ALL REGULATIONS GOVERNING THIS WORK. THE CONTRACTOR SHALL BE RES'PON`98LE FOR ANY DTaNm BY NGLE S1EEL.. DAMAGE OR INJURY TO ANY PERSONS, PROPERLY, OR STRUCTURES AS A RESULT OF HIS OZI9 5IO8
rn ~ DISLODGED. IMMEDIATELY MAKE ALL `NEEDED REPAIRS TO PREVENT FURTHER THE CHANNEL BANKS TO AN ELTVA DAMAGE. T10N OF 6 ABOVE THE BLASTING OPERATIONS: PAYMENT WILL BE MADE FTNt ROCK IXCAVATION IN AN AMOUNT PER
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, 4. HARE FENCING SNALL BE AT tFASi' ~iD CAGE WiTH A MNVNAUM OF 8 LINE WIRES WITH 12" CUBIC YARD INDICATED ON THE B1D FORM. Date RES WTiH 12" 5. FlLL MATERUIt: FlIl MATERW. SHALL ~ FREE OF ORGANIC MAT11R AND DEBRIS WITH A LOW
~ WHICHEVER IS LESS. star SPACING. m. ~ N 4. A FLIER BLANKET OR FILTER FABRIC SHOULD BE .MAINTENANCE NOTES: TO MODERATE PIASnCnY {PLASTICITY INDEX < 30). COMPACT® BY AN APPROVED MEMOD TO Rt?VISIOnS
5. TIAtN SILT FENCE UP SLOPE AT ENDS: o ~ INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. AT LEASt 95X OF MAXIMUM DRY. DENSITY AS DETERMINED 8Y ASTM D698, LATEST EDinON. IN NO CASE SHALL FlLL CONTAIN TRASH, WOOD BLOCK, PLASTER, STONES oR FRAGMENTS of 1 04 03 08 2ND' SUBM. 1. FlLTER BARRIERS 5tilill BE RESPECTED BY THE FlNANCIALLY RESPONSIBLE PARTY OR
N ~ 8. WIRE.MESH SIWJ. ~ MIN. 13 GAGE WiTH MAXIMUM 12" OPENINGS. .o o° 7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE ~ SLOPES HI5 AIrV:NT IMMEDIATELY AFTER-EACH RAINFALL ATE AT LEAST oaLY DUNG MA~IRY OVER 3 1N DUIMETER, OR ORGANIC MATERIAL ~ ANY KIND. No Flu SHALL BE CONCORD CABARRUS PROLONGED RAINFAU:. ANY REPAIRS N®ED SWUJ. BE MADE IML~DIATELY. PLACED UNT1L THE SOIL HAS BEEN CHECKED BY A 1A80RATORY AND APPROVED BY THE
RIP RAP APRON CHART ~ GREATER THAN 10 FEET VERCICAI. (2:1 SLDPEj E ~ SLOPES ENGINEER. THE MOISTURE IN THE SOIL SHALL NOT VARY MORE THAN 2X ABOVE. OR -3X BELOW CO. REDLINES ~ SHOULD-THE FABi~ DECOMPOSE OR BECOME INEFFECTIVE PRIOR 1T) THE END aF THE OPTIMUM WHEN Ti' 15 BEING INSTALLED IN THE FlLL.
oN THE EXPECim USABLE LIFE AND-THE BARRIER STILL IS NECESSARY, THE FABRIC g, INSTALLATION OF FlLLc ALL FlLL SHALL ~ FORMED OF APPROVED MATERW. PLACED IN FIELD T P -ADDED
3 x - B. ORJWGE SAFELY FENCE 15 REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJIVCENr STRUCTURE Do Q CFS La UPSTREAM DOWN T TO swlia En~FERS, sTl~oMS-aR wEnANDS REFER m swlM BUFFER gIIDEUNES). THE 0 o S REAM D50 Dm _ ax. DEPTH CLASS COLOR ORANGE IS RE5ER4ED FOR VLSU i LS ADJIVCENi' SW~1. BE REPLACED PROMPII.Y. HE'S). tHE SUCCESSNE LAYERS OF NOT MORE THAN 8" IN DEPTH. (USE OF HAND TAMPING DEVICES SHALL O5 .13 08 3RD SUBM.
0 0 AL I ENIIFIGTN)N OF ENVIRONMEMALLY SENStiNE WIDTH 3xDo WIDTH Do+La 1.5xD50 1.5xDmax. LY SENSiTNE 3• SHDULD BE REMOVED WHF14 DFPOSRS REACH HALF THE HEIGHT BE IN 5 LAYERS.) EACH SUCCESSNE LAYER SHALL BE THOROUGHLY COMPACTED WITH CONCORD CABARRUS OF THE BARRIER..ANY SEDIMENT DEPOSAS REMNNIi~ IN PLACE AFTER THE SILT AppR~p MECHANICAL TAMPERS TO THE REQUIRED DENSITY. WHEN THIS FILL HAS BEEN
n , ? e » „ SED.BASIN- 12 0.74 20 5 11 4 6 g _ 1 e. DRAINAGE AREA cMr Nor BE GRFaIER THAN 1/4 ACRE PER 1~ FT OF FENCE FENCE' i5 REINED Stall ~ DRESSED TO CONFORM TO THE EIfISTIN6 GRADE, PLACED TH ;E, PREPARED AND SEEDED. E ENGINEER SHALL BE NOITFlED SO THAT R MAY BE INSPECTED BEFOTLC: TT IS CO..REDLINES
ma ~ v - " ? ? ? " " 10. SLOPE LENGTHS CAN COVERED. AEI. FlLL SHALL BEAT OPTIMUM MOISTURE CONTENT WHEN COMPACTED A5 FOLLOWS IN
SED.BASIN 12 1.5 20 5 11 4 6 g - 1 Not EXCEED CRrrEl811 sHOWN IN TABLE EL8?A NoRrH CAROLINA ERO~QN AND SEDIMENT CONTROL'PLANNING AND DESIGN MANUAL ~ o AROUNA TESn GDANCE WITH ASTM D698 (MI:iHOD C). THE:OWNER SHALL FURNISH. AND PAY FOR ALL Fill
N a WQ BASIN-1 36 28 20 9 23 14 20 1 ~ i t. DO NOT INSCALL SEDIMENT. FETTLE ACROSS SCREAMS, DITCHES, WATERWAYS:OR OTHER t 7. 5T1~PING AND STOfX(PILING OF TOP501L STRIP ALL TOPSOIL TO ITS ENTiRE DEPTH IN THE
Wt7 R~CIAI.7 ~t~ dt^ ~n o ~ ~ nn ~ ARFi?s of cnNCENrRATT~ FT-ow. AREAS Ta BE GRADED AND PILE IN APPROVED OR DESIr;Netrn ~racac accnac euv roeniur_ no
..v% yr wnVV TV GV iJ LV v -IT LV I _ V VWII\V VIBEGUN SOIL \ . SHALL NOT TO. SCALE FILLINGOIL SHALL BE USED FOR FINAL FINISH GRADINGY, LARGE STONES AND DEBRIS. THIS
v Q WQ BASIN-2 361, 40 9 50 9 14 20 1
OWNER E NG: ENGINE INNG WIL AUPE rE UT SPECIAL AUTHORIZATION OF THE Project Number HIGH HAZARD
~ a a. PROOFROWNG AERATIONS SHALL BE PERFORMED UNDER THE OBSERVATION OF A 246-094
d~ rno /SM. NO. GEOECHNICAI.EGINEER OR HIS AUTHORIZED REPRESENTATIVE THE PROOFROLLING SHALL TEMPORAR I SILT FENCE CONSIST OF TWO (2) COMPLETE PASSES OF THE E%PAOSED AREAS, WITH EACH PASS BEING Sheet Of
o~ 0 Qoti 30.06B 'i. PERPENDICULAR TO HTE PRECEDING PASS. ANY, AREAS THAT DEFLECT, RUT OR PUMP DURING THE
N RIP RAP APRON DETAIL NCDENR 6.41 - o SURABLE. SOILS AND, BACKFILLED WITH .COMPACTED! FILL. PROOFROLUNG TO BE DONE WITH A
,a LOADED DUMP TRUCK OR SIMILAR PNEUMATIC-TIRED VEHICLE HAVING A LOADED WEIGHT OF 25 6A TONS. C V 16
o~
n

DATA BLOCK SEE SHT. C7, C7A, AND CB FOR WATER QUALITY BARN DATA, DETAILS AND MATERIALS
SUPPORT. WIRE OR ROP EROSION; SEE THE DETENTION BOX DETAIL, ELEV., ETC: ON C8 FOR THE CONSTRUCTION OFTHE -F- ZNQ CHAMBER OUTLET ZONE T WIRE OR ROPE TO PREVENT SAGGING 1: USE 700 glm2 COIR EROSION BLANKET, COIR MESH OR TREE PROTECTION FENCING FOLDED OVER TO REDUCE PORE SIZE Z I-
RISERFORTHEERO$IONCONTROLBASIN. CONSTRUCTTOTHEDETENTIONBOXPARAMETERS, INE WITH C350 1VORTH 25% SURFACE AREA 15% SURFACE AREA AMERICAN GR EN BLANKET 2 A SUPPORT WIRE OR ROPE ACROSS THE TOP WILL HELP PREVENT EXCESSNE SAGGING IF THE hMTERiAL IS ATTACHED TO IT WITH APPROPRIATE TIES, N - O D= H ANOTHER OPTION IS TO USE A SAWHORSE TYPE OF SUPPORT WITH THE LEGS STABILIZED WITH. REBAR INSERTED INTO THE BASIN FLOOR. W ~ H ~ Z = LU W
BUT, USE A PLATE TO TEMPORARILY COVER TIC REQUIRED OPENINGS WITH THE APPROPRIATE E L=SPILLWAY LENGTH STEEL DIAiI~CER OPENING TO INSTALL THE FAIRCLOTH SKIMMERS. YOU WN.L NEED TO REFER TO ALL T z AND I STEEL .POSTS SEr EVERY- 4' MAX. 3. ANOTHER BAFFLE SYSTEM INVOLVES PLACING SILT FENCE FABRIC IN FRONT OF HOG NVRE BACKING AND SLITTING THE FENCE IN ALTERNATING SQUARES, = O Q W fn E- ~
WATER QUALITY PLANS FOR THE CONSTRUCTION OF THE PFUISE 2 EROSION CONTROL BASINS'A' OP OF DAM - AND DRIVEN A. MIN. OF 24" DEEP.. CONSTRUCTK)N F- ~ m E. O O C3
P 1' FREEBOARD MIN, A1~ B". 2 S ILLWAY CREST 1: GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE ~ O - 1- W 2 INSTALL POSTS OR SAW HORSES ACROSSTHE WIDTH OF THE SEDIMENT TRAP OR BASIN (PRACTICE 8.65, SEDIMENT FENCE}. ~ m N ~ U ~ Z ~ ~
TOP OF RISER. - ETENTION BOX 1'MIN: 3; STEEL POSTS 51iDULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. O LL W ~ ~ Q - Z
FAIRCLOTH V MAX. SILT LEVEL r;~:w~~'~*~ ~ 2 B ESTOP OF THE FABRIC SHOULD BE 8" HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE Z O d o Q a Z Z O
SKIMMER ~ • ,x-~,.,~,~.;; ;;1r COIR MESH 4 INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET 1N LENGTH MAY USE 2 ~ Z Z W Z O Q ~
WSE MIN. 3 POROUS COIR MESH BAFFLES OR w 'ar~{~xS~,• ~ OR SIMILAR, v SE r`s~. 1.y* 2 STAPLED OR ~.t~, ,.,.h~=s":~°~I,.~,~, ~ 1 TRENCHED BAFFLES. ~~d:~U~W(j® 5: WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING.. ®W W Q ~ ~ W W
BOTTOM OR SIDE OF BASIN. , f.,t ~~;,~6?'c f _.>':~f;,r =r•. r s~uu>Et,Nnsea~cal~sr~at INTO BOTTOM P®R®US B~ 6 WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR THE TOP OF WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS 0. W Z ~ O ~ '7 Z
I ~ I I ; ?,?max; ~s;.,~,., P!asx~NrsvRO,scn.soursmr:a AND SIDES IROUS B CROSS SECTION ft)R ANCHORING. THE FABRIC SHOULD HAVE FNE TO TEN PERCENT OPENINGS IN THE WEAVE ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE O Z ti; O W W O ~ ®N W.ITH.ZIP TIES, WIRE OR STAPLES. { ; , , ' ~ ~ ~ 0: -J OD ~ ~
INLET ZONE 1ST CHAMBER I t; RIP-RAP SECTI®D 7 THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8 INCH EROSION CONTROL MATTING STAPLES, d Z ~ ~ ®LL
35% SURFACE AREA- 25% SURFACE AREA I ,~,:,,,,~,~:.Y„°~~• APRON MAINTENANCE: I I i ~ ,,at+;~K~~, ~ 1. INSPECT BAFFLES AT LEAST i 8.' DO NOT SPLICE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN, W 4FFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
~osalaxc~P!as~nrwa.IOasx 2. BE SURE TO MAINTAINACCE; ~ MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF THE BAFFLE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTNE, REPLACE IT
I I our STAKE f^"f."~GGF.. i PROMPTLY. tS f.~'tt rryF~3 . eorrouoFSasw w+"•' 3. REMOVE SEDIMENT DEPOSIT EDiMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
u,~'k:.r'd. , , , " . , TAKE CARE TO AVON UNDERMII )AVOID UNDERMINING THE BAFFLES DURING CLEANOIIT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
SEDIMENT CLEAN.. 1a 4. AFTER THECONTRIBUTINGD CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITSAND A
KKMMER WQ # 1 WQ # 2 SED.BAS.A SED.BAS.B ' ~ _ BRINGTHEAREATOGRADEANI OUT ELEV. FLEX HOSE tEATO GRADE AND STABILIZE IT.
CONNECTOR CONC. ANCrIOR , DIAMETER 3" 2-3" 3° 2-3" s - 2 MIN, cur-oFF
TRENCH SUPPORT WIRE OR ROPE TO PREVENT SAGGING MIN. 1r ss%oFauru:ncEaNEA ~ ~ ~ ~ +,`+Nal?eogee ~ MIN. 3 POROUS COIR MESH :BAfftES OR - o WSE 2 ~ ~ ~ a a~+++,Q~~Ne•~e~~~O ®,~~i
631 t ~ - a WSE LENGTH 21 19'± 1 22 ~ slMa 36 2' DEEP MIN ~ 80T1 SIMILAR STAPLED OR TRENCHED INTO ~1 ~a ~ eee~oee°FES3e4 ~ii° rBOTTOM AND SIDE OF BASIN. ( ~ ~et~ Q~ LL B `e "°QQO ODD 29 y.
STEEL POSTS SET EVERY 4' MAX, I !ONE 1ST CHAMBER 2ND CHAMBER` QUTLET ZONE ;SFE tIY1SIht tutrA B a A ~ $~L ~r
HOSE'ELBOW 3" 3"X4" 3°X12' 3°X12° AN u I~LETZONE D DRIVEN A MIN. OF 24 DEEP: ssq;su.REACE AREA CE AREA 25% SURFACE AREA ~ 25% SURFACE. AREA I. 15% SURFACE AREA i t'OR TYPE OF tt+~l ~M~PO~ga,~.~~ ~ • e
U U U II I i , , OUILEf AND OlS1Gt1 SIDEBLOPEBOF11rEBA901T0ANCN0A • ~ I I I. ' OF tl I paN.7T0EfN1 i 7~ •
ORIFICE 3.5 4 12 12 e~a~ I , , A PLAN VIEW °y 'tie 1NEEQ•'`Q?
NOTES: ! . ~fi tieaae° ~
REUSE SKIMMERS AND ASSEMBLIES FROM 2 COIR MESH ! PHASE 1 TO PHASE 2, IF POSSIBLE. 1. BASIN>SHOULD .HAVE A 2:1 RATION ON LENGTH TO WIDTH, SECTION. B-~ `'h,~9 Q F~~':+`++ ` ~~otlllpit+~~++ ,p
OR IMILAR, 2: N0 WEIR, ON BAFFLES. MATERIAL IS POROUS. STAPLED OR 3. MOST flF THE SEDIMENT A M ~ ' I
CCU ULATES IN THE INLET ZONE .THIS TRENCHED. AREA SHOULD HAVE GOOD ACCESS AND R IR TH M T ~D Qv EQU ES E OS DARAS , ~ : ~ ~~ORO'U BAFFLES ,
INTO BOTTOM ! MAINTENANCE. NCDE ~.QS : , . I . ~ ;
ANO siDES POROUS aAFFLE CROSS SECTION ~ . 4. MAX: DRAINAGE AREA FOR FLASHBOARD RISER SEDIMENT BASINS IS '
.NCDENR 6.65 10o AcI~E.
a. _ ~ . rrnn ' WETPOND DESIGN DATA+ .BASIN # 1 . BASIN # 2 v o
NOTE: BASIN SIZE SHAPi'ELEVAl10NS ETC. MAYBE FIELD MODIFIED TO FIT _ NCDENR , EXISTING TERRAIN .AND SITE CONDITIONS AS LONG AS ALL THE `DE§IGN SEE SHT. C8 FOR THE RISER: U) N
I,~ND QUA STANDARS RISER SEDIMENT BASIN WITH I ~ ~ • ; 2 SKIMMER PARAMETERS ARE ;MET. COORDINATE AND CHANGES tMTH EROSION CONTROL DSECTION DIMENSIONS AND OPENING," DRaNruiARFa Ac ~ t~72AC~f ~asxACS Q ZW N ,.THE ADJACENT `CHART OS THE' FINAL Q1 cFS' `a.6acFS~ ~ o,7acFSa. t) ~
NCDENR lB.61 INSPECTOR. 2 z CONSTRUCTION FOR THE WETPOND, 'BUT ~ ; ~ - 11R 24 HR. STORAGE PROVIDED ' CF I ssaoac~~< ~s7,aoocFt Z LU G( ~ ~ ai
WILL BE CONSTRUCTED IN THE EROSION 6'WIDETOPOFDAMtMiN) `EL 9~2.52t gg2,glt LV W W 0 ~
CONTROL PHASE. THE ORIFICE ;OPENINGS BDTTOtn&TOPDIr~rs FT sEEPUw , SEE PLAN OZ~ zz
Riser SedlmenY Basin Construction Specifications WILL BE CLOSED OFF DURING EROSION AN'D' sURFAC~'AfiEA~FPBRMAN~NT " sF !~sarasF~~ '26,a1as~t ~ 1--0 ~ ~ o
THE SKIMMER WILL BE ATTACHED. TO> THE .RISER wATERLEVEI. ~ ; , z ~ t• EMERGENCYSPILLWAYiSOX=40'`EL I 612XtOt ~u~ ;;gg2,gpt ~ ~ V/' W!1 p v ` SECTION WITH A TEMPORARY ' PL~iTE TO THE
APPROPRIATE DIAMENTER OPENING, ~THEN,~~: 1YROai~cE ~ SIN ~;z.56°~INViLSirsoot 'sa°O;INVELa18.DOt ~Z{I~ ~z m
1. Site Preparatlorr -Clear, grub, and strip topsoil from the.area under the embankment to remove trees, v~etation, roots, and other ob~ctionable material. Deia Ilea ' the col area: until the dam is com leted and .then remove brush trees and other ob'ectionabie Y ~9 p P . , 1 materials to facilitate sediment deanout, Stockpile all topsoil or s~ contaming organic matter for use ar the outer slreltof the embankmentto faclitate vegetative establishment. Pace temporary sediment control measures below basins as needed.. REMOVED UPON STABILIZATION OF THE SITE. DET~NTioNSroRAGE ~ ~ cF '115,BZacF~: ' 116,602CFt ; • . ; m W Q ~ g ~
2. Cut-off trendy - Excavate a cut-0if trench along the center line of the fdl embankment. Cut the treendt to stable iii material, but in no case make if Tess#han 2' deep.. The cut-off trench must extend into both abutments to at least the elevation of the riser asst. Make the FOREBAYSTORAGE CF °'f1,334t;Fk`;(MIN.20.00%OF 18,OZBCFt(MIN.21.00%OF, ' • PERMANENTPOOLVOL) PERMANENTPOOLVOI.) tQ
minimum bottom width wide enough to permit operafion of excavation and compaction equipment, but in no case less than 2 feet. Make side slo es of the trerrctt no stee er than 1:1. Com action uiremertts are the same as those of the embankment. Ke the trench P p P req ep MAIN BAY STORAGE' ' CF ` §3299 CFf "56,875 CF t' a ~
dry during baddilling and compaction operetjons. 3. Errmankment -Take fill makeri~ from the approved areas shown on the plans. It should be clean mineral;soil, free of roots, woahr ve~tefion, rocks and otherobjectlonable materials. Scarify areas on which the fill Is to be placed before ptadng fill: The tfii material must , r BOTTOM ELEV EL a56'OOt . ~ BBBAO " ~ ~
contain sufficient moisture so itcan be formed by hand into a ball without crumbling. If water can be s ueezed out of the ball, it is too wet for ro er com action. Pipe fill material in 6" to t3" continuous la ers over the ent(reien of the fill n m KIMMER WQ ` # 1 WQ : # ~ q P p p Y gth area a d co pact K: MAX.SEDIMENTDEPRi rFl: 1.~3 . i : '1.00't ^ 1 WQ. # 2 SED.BAS.A SED.BAS.B ~ o
Compaction may be obtained by roufing consbudion hauling equipment over the fti so thatthe entjresurface of each layer is traversed at least one wheel or tread track of the tree equi merit, or a com cloy has-been used. Construct the embankment to an elevat~rr n PERMANENTWATERLEVEL EL 6B600t 876.00 LL .~r
~ p ~ DIAMETER 3 2-3" 10 percent higher than the design height to aliow•for settling. 4. Conduft spillways -Securely attach the riser to the barrel or barrel stub to make a watertight structural rxxtnection. Secure all the connedlon between barrel sections by. approved. watertight assemblies. Place the barrel and the. riser on a firm, smooth foundation of 2' 3 ° 3 ° 2.3 n PERMANENT WATER DEPTH Fr. 8 ~ `g~ o VEGEPATNESHELF ' .EL 10 WIDE EL.66&OOTO66&00J: 12'YYIDE•EL.87800T0811.op# ~
impervious soil. Do not use pervious material such as sand, gravel, or cru~?ed stone as badcfik around the pipe or anfi-seep collars.. Place the f~l rrmteriataround the. pipe. spillway in 4-inch layers, arid compact it under and around the pipe to at leastthe same density as LENGTH 2;1 ' ± 22' ± 22' ± 38 , ~ 22' # D~CHARGE PIPE DIAJLNGTH, ~ 96' PIPE SS LF t Se PIPE, 903AT LF t ;
the adjacent embankmem.. Care. must be taken not to raise the pipe from firm con4act with tts founcMtlon when comNacting under the pipe haurrches. .ANTI-SEEPCOLLARS FT. B'X8'MIN;•2FACH 8'X8'MBJ.•2EACH "
5. Emergency Sptlway -.Install the emergency spilhvay in urxlisturbed soil. The ad?ievement of planned elevations, grade, design width, and entrance and exist channel slopes are critical to the successful o rafion of the e s tiwa : 3 " ! 3 ° X3 ° pe ~Y P Y HOSE ELBOW . INdNGTH. B DIP,146LFt 6°DIP,187LF# 3°X3° 3"X12" 3°X12° roNODRaNS¢E RETAINING WALCUPSTREAM HTJLF 7 HIGH t T HIGH t; 378 LF #
6. IMet -Discharge water intc the basin kr a manner to prevent erosion. Use diversions with outlet IxotecNar to efivert sediment laden water to the upperend of the psi to improve basin trap etfidency ( Reference: Rrinofl flAeasures and Outlet Protection . T. Erosion Control - Construbl the stnlcture so that the disturbed area is minirNzed. Divert surface water away from bare areas. Complete the embankment before the area is cleared, Stabilize the emergency spillway embankment and alt otherdisturbed areas almve the ° 11
crest of the rind I s it immedratel after construction. References: Sarface Stabihzaflon . ORIFICE 2.55 3.4 P pa P ~Y Y ( ) 3°4" 12° 12" RETAININGWALLDOWNSTREAM HTJLF' S391:FtCOPITIN000SUPAMDDOwN NONE,. ' LEVEL SPREADER DIAANGTH SPLIT'rER BOX 13d AND 8G NONE
8. Install poroua baffles as spedfied inPredice 6.65, Porous Bafli'es
9. Stet - Sediment bashts may attract ch~dren and can be dangerous. Avoid steep side slopes, and fence and mark basins with roaming signs rf trespassing is I'kely: Follow all state and local ulrements. REUSE SKI MMER = AND A M ~t S SSE BLIES ASSEMBLIES FROM PHASE 1 TO PHASE 2, IF POSSIBLE.
Riser Sediment Basin Maintenance I I .I
inspect temporary sediment basins at least weekly and after each significant (112 inch or greater) rainfall event and repair immediately. Remove sediment and restore barn to ifs on final dimensions when it accumulates to one•half the des n de th. Place removed sediment m
9 i9 p an area with sediment controls. SEE CHART IN DET, NCDENR 6 T, NCDENR 6.61. 2ND CHAMBER OUTLET ZONE ~Q
25% SURFACE AREA 15% SURFACE AREA Z NE WITH C350 NORTH V ~ AMERICAN GREEN BLANKET
ChedCthe embankment, spi6ways, and outlet for erosion damage, and inspect the embankment for piping and settlement: Make all necessary repairs immed~tely. Remove aif trash and otherdebris from the riser and area. I~ TOP OF DAM ~ Z
SPILLWAY CREST 1' FREEBOARD MIN. ~ Z Q
(L) FOR LENGTH S IILWAY
EE SHT C7-WATE UALITY BASIN PLAN FOR S R BAS I N GRIT ERIA FAIRCLOTH 1(? ` ~ Q MAX. SILT LEVEL V
Q WSE SKIMMER ~ z 'SE MIN, 3 POROUS COIR MESH BAFFLES OR WSE ~ ~i
SIMILAR .STAPLED OR TRENCHED INTO SEDIMENT CLEAN OUT FLEX HOSE ~ 1 BOTTOM AND SIDE OF BASIN, i H ELEV. I CONNECTOR
I .
INLET ZONE NCDENR 35% SURFACE ARE ' INLET ZONE. ------1ST CHAMBER ~ RIP-RAP to ~ 5% SURFACE AREA I 25% SURFACE AREA I I APRON ~ o ~ Z
R UALITY STANDARS SDI NT B I~iND CO TRU 0 AN D AINTENAN E NOTES. Q
NCDENR 6.61 I I 2/2 _ 0~ AIfE ( ~ W O
( ( I I PRIMARY OUTLET. PIPE ~ W a r~ i
. SF.D TRAP D DATA SUPPORT WIRE OR ROF )RT WIRE OR ROPE TO PREVENT SAGGING W ® ~ V1
INSTALL A 2 OR 3 BLOCK COURSE HAUNCH AT THE BASIN Z Z W
STEEL .BOTTOM BELOW THE SKIMMER TO KEEP IT FROM STICKING IN ~ ~ STEEL POSTS SET. EVERY 4' MAX, NOTES: THE MUD. PERIODICALLY CHECK TO MAKE SURE .THE
..AND DENUDED AREA AC. 2,91 3.96 1.42 .AND DRIVEN A MIN. OF 24" DEEP: 1. BASINS LESS THAN. 20' LONG, NEED ONLY 2 SKIMMER IS NOT STUCK. CLEAN OUT SILT AROUND HAUNCH rn Z e
DRAINAGE AREA AC. 3.4 3.96 1.42 BAFFLES. AS NEEDED TO KEEP THE SKIMMER FREE FLOATING. V /':t1 2.' BASIN SHOULD HAVE A 2:1 RATION ON V,/
Q~ =CIA CFS 14 17 7 LENGTH TO WIDTH,
0 e STORAGE REQ' D. CF 10 476 14 256 5 112 colR .MESH 3: NO WEIR ON BAFFLES. MATERIAL IS POROUS. ® ~ ~
9 ! 7 OR SIMILAR STORAGE PROVIDED CF 11,181. 34.628 23, 910 sTAPLi:D oR 4, . MOST OF THE SEDIMENT ACCUMULATES. IN }
_ 12" MIN OF NCDOT W=5' BOTTOM DIM'S FT. see lan see lan see lan TRENCHED ` THE INLET ZONE. THIS AREA SHOULD HAVE ~ Q GOOD ACCESS AND REQUIRES THE MOST
CROSS SECTION p p p ~ OR X57 WASHED STONE INTO BOTiOM ' PAItOUS BAPS MAINTENANCE. IOROUS CROSS SECTION 5. MAX. DRAINAGE AREA FOR SKIMMER FNRCLOTH SKIMMER ~ Z
BOTTOM INVERT EL. .672 -668 676' - ~ AND sIDEs a T= 1:5' MIN. NCDEr11 NCDENR ®.a5 SEDIMENT BASINS IS 10 ACRE.
N- ~ R~~' TOP OF DAM: DIMS FT. 5 5 5
o TOP OF STORGE DIM'S FT. see lan see lan see lan 3soo tai Fr /ACRE p p p CDBNR NOTE: BASIN SIZE, SHAPE,' ELEVATIONS, 'ETC. MAYBE FlELD MODIFlED TO FlT v, _
IxtaNar>E ~ TOP OF 5' DAM EL. FT. 680 678 684 ~ MEA < 5 AC, ry VARIES ~ ~ UL~itTY ST SKIMMER SEDIMENT BASIN E>asTING TERRAIN sITE CON®moNs, AS LONG As ALL THE ~c>N ~ PARAMETERS ARE MET.:.000RDINATE AND CHANGES WITH EROSION CONTROL
S (ACRES) WEIR WIDTH FT. 9 9 10' NCDENR Q.64 INSPECTOR,
~ H WEIR .DEPTH ~ FT. 1 1 2:a 2.0 2 M MIN.
~ ~ To 2:t WEIR ELEV. EL. 678. 676. 682 • m ~ ~
;WEIR LENGTH - FT. ` 10' 15' F N ~1 10 .
MAX. SEDIMENT EL. 678 674 678 'a 3600 6s9 Clear; gndr; and sNtp the area under the embankment of all vegetaton t1 ~ and root maf. Remove.aii surface soli cDntaidng Ngh amounts of 7. Earthen spillways•install thespillway inundisturbedsoil bothe
W fta~t. (cu. FI: 1 /2 MAX. SEDIMENT.- EL. 675 671 676. o wLU~ PLR AC. FlLTER ' or~nlc matter and stockpile or dispose of ft properly. Haul all greatest extent possible. The achievement of planned elevatbns, Mairderrence r-
z REQUI DIStURB®) FABRIC DENUDED AREA AC. 5.56 10.92 0 obJectlonable materiel tothe designated dL~OSai area. Place Breda; design width, and entrance and exit drarNretslopes are critical: VVG F 1 O.92 temporary sediment control measures below basins as needed. to the successful operetlon of the spillway. The spillway should be Inspect skimmer sediment basins at feast weekty and after
~ o DRAINAGE AREA AC. 7,12 13.86 o PLAN VIEW lined with laminated plastic or impenneabla geotelitlle fabrc.The each significant (one-half inch ar greater) reinfaN event and EnginBBf 13 .$6 1. Erasure that flit material for the embankment is free of roots, fabric must be wide and long enough to carer the tlottom and sides repair immediately. Remove serNment and restore the basin to
W o SURFACtt SR. Fl: Q =CIA CFS 30 58 58 woody vegetation, orSanlc matter, and other objectlcnalile and extend onto the top of the dam for andlorlng.in a french: The ; Its origlnel dimensions when sediment axumulates b one~half WGF
i 3 ~ ~ ~ DESIGN SETTLED T 10 m REgUIRED OVERFLLL 6" FOR STORAGE REQ'D. CF 10 008 39 '312 ~ Lilo) 1° MIN. , , 38 .312 material. Place the fill m Iffts not to exceed 9lnches, and adgas may be secured with &inch staples or ins. ThefabAc must be the freight of the first baffle. PuN ~ sMmmer to orre ode so Drawn B ~ macfrlne compact it. Over fill the embankment g Inches io long enough to extend down the slope and eldt onto stale ground.' tllat the sedirrrent undemeeth it can be excavated.Excavate Y
SETTLEMENT ~ STORAGE PROVIDED CF 79 ' 253 120 480 .o s ! 120, 48O aNow for settlement. The width of the fabric must be one piece, notJohred or stilted; the sediment from the entire basin, not Just around the OZI15IO$
~ BOTTOM- DIM;`S FT. SEE •PLAN SEE PLAN ~ . 2, Sfntpe the basin to the speclfled dimensions. Prevent the otherwise watar can get tinder the fabric. tlthe length of the factic Is skimmer or the first ceN. Make sure vegetaton growing in the SEE PLAN skimming rth+rice from settling into the mid by excevatlng a insufficient for the errtlre length of the spiNway; multlple sadlons, bottom of the basin does not hold down the simmer. Date
-o ~ ' BOTTOM. INVERT EL. 6661.;_; 6581 ss8t shallow pit under the skimmer or providing a low support spanrdng the complete width; )Trey be-used, The upperst~ctltxr(s)
m . NOTE: L=ta' ::MIN, N Et~RGENCY _TOP OF DAM::;DIM S FT. 8. 8 under the skimmer of stone ar tlmber, should overlap the lower section(s) so thatwater ainnct flow undarthe Repair the baffles (f they are damaged. Re~ant3ar the baffles tl Rt3VISIanS ~ 3. Place the barrel (typically 4-Indt Schedule 40 PVC pipe) on fabric. Secure the tgper edge and sides ofthefabric In a trerichwith-, water is flowing underneath or around them.
x f ~a o .c BY-PASS 6~ _ ~ . - _ a _ TOP OF STORGE DIM'S FT. SEE. PLAN SEE PLAN SEE PLAN W pervious rrretarlal such as sand gravel, ~Irvusired stone as staples or pins. (Adapted from "A Manual tar DeMgrrlng, MStellirg and ff the skimmer is dogged with trash and there is water In the ~ O4 O3 O$ 2ND SUBM .
N " PLEASE REFER TO ~~qy~s,~~ M~I~i~,~t, ~ rT~'~ ~ ~ u, ~ ~ r0 ~ + : _ NCESCPDM SECTIIN~i ji6.60 ~ SETTLED TDP ORIFICE PLATE FOR ' TOP -0F DAM ~~EL. FT. 680_ . 6701 .o o FOR AI~n10NAL DESIGN VG?RIES ~ ~.,.~~..~.°~t, . , ~ ,S' ,~=u~,~, : - ~ DAM „ ~ ~ , Maintctning Skimmer Sediment Basins February, 1999, J.W..Fairobtit basin, usually Jerking on the ropewill make tl~ skimmer bob CONCORD CABARRUS 67Ot backflli around the pipe. Place. the fill materal around the 8 fin),
pipe 6pillway In flinch layers find compact ft underand up and down and dislodge the debrb and restoreflow. if the C®, REDLINES 16' around the pipe to a4least the same dendly as the adjacent 9: Inlets•Dischargewster into the-basin In a manner to`prevant does not work, pull the skimmer over to the skis of the basin
sPECIFICAnoi>~ RtO;ARDING _ ~.z'~ ATTACHMENT TO WEIR WIDTH:; F1'. 16. `16 a N TEMPORARY sEOIMENT ~ ~ NATURAL GROUND PERMANENT POND WEIR OEPTH FT: 2' 2' 2 ~ eml~nkment: Care must be taken not to rate the pipe from erosion. Use temporary slope drains or diversions with outlet . and rerrrove the dekxis. Also check the ariflce ir~ide the F I E LD T PO ADDED
x _ , BOX OR :RISER.. o+'? + + 0 0 FILTER FAHRI X-7 MI , 'h WEIR ELEV, ° EI.. 678- . 668_ the firm cardact with Its foundation when oomp~tlng urlder protection ko dived sediment laden water to the tipper end of the pool:. skimmer to see H it is clogged; N so remove the debris. 668± the pipe hatmdres. area to improve basin trap effldency (References: Runoff Corgrof 05 13 O8 3RD SUBM .
o o ~ , , ~ , WEIR LENGTH: FT. 201 30.. 3O ` 4' Measures and OWet ProtecfTon). if the skimmer arm ar barrel pipe Is dogged; d>e orlflce can be CONCORD. CABARRUS
L ~ / "1 Piece a minimum depth of 2 feetof compacted baddill over removed and the obstruction cleared with a plumber's snake ar 2.3 ° the pipe spillway before crosdng N wNh ax~irudion 9. Erosion Control•Constructtbe structure ~ that the ~aturbed area Is by fltrshing with water. Be sure and replace the orlflce before CO . REDLINES
NOT TO SCALE 3 W SKIMMER SIZE IN. 3 , 2-3 0 o DATA BLS!(- I ~ I 1 DRAWDOWN TIME DAYS. 3 3 equipment In no case should the pipe conddt tie installed minimized. Oived surface water away from bare areas: iromple6e the repositloning the sammer. 4 O7 / 30 / 08 5th SUBM . 3 by cutting a trench through the 1thm after Tire embardCment is embankment before the area is cleared. Stablllze the emergency
o TRaa wo. pRaINNAC;'E oauum cLewour x L T w x ~ - CTTON + ; + 658+ axnplete. spllM~ay embankment and all other disturber! areas above the asst of Check the fabric lined splliway far damage and make any
cv a AREA AREA qio 0 0 X 12 fb "Y CONNE BASIN/BARREL YNVERT EL. 666- 658- (Fr) (~9 t;~') / ~ RES ACRES CUBIC Fl: CUBS FT. Stt FT. SQ F7. 2 12 5. Assemble the skimmer following the manuFadurers the pdndpai spillway immediately after conshudkm(Refererlces: ?eQulred repairs with fabric that spans the lull wkNh of the Instnrction, or as de~gr?ed. splliway. Check the embankment; spillways and outletfor
~ _ RIMARY OUTLET BARREL IN. Sraface Stabtlizatlonl. , ~ ,
_ 3.4 2.9t 14 10,478 11.181 8247 7803 878 (3') 878 (8') 10' 2' S' T - MAX. SEDIMENT EL. 676±'; 66+ a 666* the flexible joint at the inlet of the barrel pipe. Attach the 10. Install porous baffles as specified In Practice 665 Porchlrl Baffles settlement Make all necessary repairs immediately. Remove
2 3.98 3.90 17 14,258 34.828 7278 24084 871.5 (30) 874 (7') 15' 2' S' ? Zp FLEXIBLE ELBOW a 112 MAX, SEDIMENT EL. 673*_ 662 621 g' Y bottom thejassemmea sk[mmpep on the of the basin with erosion damage; and inspect the embankment for piping flexible oint to the barrel i e and position the slimmer over all trash and other debris from the stammer and pool areas. Project Number 6
3 1.11 1,11 5 U98 23910 2039 . 11377 878 (2) 880. (4) to 2. . 5 7' o~ the excavated pit or support, Be sure to attach a rope to the 11. After all the sediment-producing areas have been pemniinently. Freezing weather can result In the forming In the basin. Some mmer anchor the a the
.c a TWO:: 2 AI CL T SKIMMER ized, ove the structure and used to pull the skimmer to the side for rneintenance will be the bahrea to b end with the adjoining yeas and stabg'ze plroper.y special precautions should be taken In the winter to prevent the
NCDENR (References; Surface StebiNzadon). , skimmer from plugging with Ice. Sheet Of
a~ LAND QUAr STANDARDS TEMPORARY SEDIMENT TRAP SUIE TYPE: o , u62,En ,En , NOM SKIMMER SEDIMENT BASIN CONSTRUCTION
N~
i NCDENR 6.80.1 TOTAL AREA DENUDED: 29:0f ACRES MAX. CDEM 0 STROMS AND.; MAIN'ENANCE NOTES. C6B 16
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NOTE: BASIN SIZE, SHAPE ESI~T. ,ETC. 1.FUTURE WATER QUALITY FLOW PATH MUST BE / / % ~
~ MAY BE REVISED DUR~ FINAL.DEVELOPMENT; A MINIMUM OF 1.5 :1 WITH 3 :1 PREFERRED, C / , 1 ~ W L DI IP~C~RJOR TO E~.T~EE~yCr ~MPB. ~P~ ;6.~y' ~ - ° ~ - ,~/pT/ 1 z p Q ®0 d z Z a
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AND RE Ui EMENTS WILL BE MET. ~ / ! ~ / 1 ~ LAYOUT. ~ \ 1 I I / - i ~ / / ~ r r _ / 303:~~ LF~F 3~6'i rN %~7c~ ~ ~ ~~H ~ / r ~ ' o ~ ~ ~ ~ U ~ w U o
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WATER tlL1ALITY BASIN CONSTRUCTION SPECIFICATIONS: A. EAR77iWORK ~
2'-0' MIN 2 YEAR FLOW 1. THE FOUNDATION AREA SHALL BE CCF~IRED OF TREES,. LOGS; STUMPS, ROOTS, BOULDERS, SOD ANDUNSU SOD ANDUNSUITABLE SOIL IF NEEDED TO ESTABLISH SHOFFNER W Z ~ ®Z = W W
' RiP RAP BEAM ;itRUCTURE VEGETATION, THE TOPSOIL SHALL BE STOCKPILED AND SPREAD ON THE COMPLETED DAM AND SPILLWAYS. TI i'..O• -2 ~ - TWOROUGHLYSLARIFIED-BEFORE PLACEMENT OF THE FILL MATERIAL. D SPILLWAYS. THE FOUNDATION AREA SHALL BE HWY. 7$ AT I.85, C® CORD, NC = 0 Q W N m ~
Aid WEIR. 2. EXISTING STREAM CHANNELS IN THE. FOUNDATION AREA SHALL BE SLOPED NO STEEPER THAN A RATIO OF. TOP OF ElERM TOP OF BERM 1 N i-' SHALL` BE DEEPENED AND WIDENED AS NECESSARY TO REMOVE ALL STONES, GRAVEL, SAND; STUMPS, R007 IAN A RATIO OF ONE HORIZONTAL TO ONE VERTICAL. THEY WET DETENTIO BASIN OPERATION AND MAINTENANCE AGREEMENT ~ ~ ~ m ~ o O ~
1-0" <r ~ STUMPS, R00'TS, AND OTHER OBJECTIONABLE MATERIAL N ~ O O V } ~ ~ OF STANDING WATER WHEN FILL IS.PLACED ON THEM. THE WET DETENTKN BASSI SYSTEM IS DEFINEDAS THE WET Vr QO ~ H a, ~ 4 ~ Z
TOP OF WqR FERMANENF POOL ANO TO ACCOMMODATE COMPACTION fQUiPMENT.:FOUNDATION AREAS SHALL BE KEPT FREE OF 3TANDENG 1 PERMANENT r THE BORROW AREAS SHAH BE CLEARED OF STUMPS, ROOTS AND UNSUITABLE SOIL. THE WATER OUALITY BA TOP ~ WEIR ~ TER QUALITY BASIN SHALL BE CLEARED AND ALL STUMPS DETENTION BASIN, PRETREATMENT INCLUDING FOREBAYS AND THE Z I'I' Q ~ O d Z Z O
~ a~,i ~ i REMOVED. a': 1~4 •ly tee o.>,~~"r, . •r.M•.,•,~r~~,,: d >>~,.;>a ~ 3. BEFORE FILLING OPERATIONS BEGIN, THE SOILS ENGINEER WILL TAKE REPRESENTATIVE-SAMPLES OF EACI VEGETATED FILTER M ONE IS PROVIDED< y O UNPLES OF EACH PROPOSED FILL MATERUU. AND TEST > O Z O O Q
i. ar'f THEM TO DETERMINE THE COMPACTION: AND CLASSIFICATION CHARACTERISTICS (PROCTOR TEST). ONLY THC 'EST). ONLY THOSE MATERIALS AS APPROVED BY THE MAIR1'ENANCEACTMIIESSHALLBEPERFORMEDASFOLLOWS: ~ ~ Z N W Z Q ~
f SOILS EcNGINEER WILL BE USED AS FILL ON THE DAM. GENERALLY SM OR SC CLASSIFICATION SOILS WILL BE A 1'-0" ABOVE FOREBAY BOTTOM SURABLE BACKFlLL MATERIN.. BERM AND WEIR SECTION WATER OUALt1Y ORIFICE SHALL BE CONSTRUCTED TO THE. ELEVATIONS; LINES, GRADES AND CROSS SECTIONS INDICATED ON THE PLp 501LS WILL BE ACCEPTABLE. COMPACTED EARTH FILLS OC ~ " V ~(W rED ON THE PLANS. 1. AFTER EVERY SIGNMICANT RUNOFF PRODUCING RAINFALL EVENT 0 W W Q ~ O ~ W
FOREBAY DRAIN WRH SUGCESiED VALVE. 4. AFTER STRIPPINGOF FOUNDATIONS-AND REMOVAL OF WFAK OR UNSUITABLE MATERIALS HAS BEEN COMPI 0.5 % SLOPE MIN. PLACEMENT; COMPACTED EARTH SHALL BE USED TO FILL AlL STUMP HOLES, MINOR EXCAVATIONS AND DEPF !AS BEEN COMPLETED, AND BEFORE START OF MATERIAL AND AT LEAST MONTHLY: (n Q. W Z ® ~ '7 Z
GEOTECHNICAI. ENGINEER BERM AND WEIR DETAIL WATER QUALITY ORIFICE DETAIL FILL uMlTS, 'IONS. AND DEPRESSIONS FOR CAVITIES INSIDE THE EARTH a. INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT = O Z_ Q O ~ W O rY ACCUMULATION, EROSION, TRASH ACCUMULATKN, VEGETATED ~ ~ QQ ~ ~
`MUST TEST AND GIVE 5. FILL SHALL BE PLACED IN HORIZONTAL LAYERS OF NOT MORE-THAN (9"} LOOSE DEPTH. AS SOON AS FEASIB SOON AS FEASIBLE AFTER STARTING CONSTRUCTION OF A COVER, AND GENERAL CONDITION. 5. REMOVE CATTAILS AND OTHER INDIGENOUS WETLAND PLANTS F ~ Z ~ _ ®a ~
SOILS AND COMPACTION TRASH FILL SLOPE THE CENTRAL PORTION THEREOF SHALL BE BUILT AND MAINTAINED SLIGHTLY Fi1GHER THAN THE ; OUtIET ~ SIDE SLOPES: HER THAN THE SIDES TO ALLOW FREE DRAINAGE TO THE b. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH WHEN THEY COVER 50Yo OF THE BASIN SURFACE. THESE PLANTS LJ,I THAT DRAWDOWN OF THE TEMPORARY POOL OCCURS WRHBI 2 SHALL BE ENCOURAGED TO GROW ALONG THE VEGETATED SHELF
REQUIREMENTS ON DAM RACK. 6" MIN. FREEBOARD FROM TEMP. POOL 6. EACH LAYER OF FILL SHALL E3E COMPACTED BY ROLLING WITH COMPACTION EQUIPMENT WHICH IS BEST SL SECTION FOR WETPOND. 1.92' FREE 80ARD ENCOUNTERED: FILL ADJACENT TO PIPE CONDUIT AND ANTISEEP COLLARS SHALL BE COMPACTED BY HAND. E iICH IS BEST SUITED FOR THE TYPES OF 301E to 5 DAYS AS DESIGNED. AND FOREBAY BERM. ;TED BY HAND. EACH LAYER OF FILL SHALL BE COMPACTED 2. REPAIR ERODEDAREAS IMMEDIATELY, RE,4EEDAS NECESSARYTO 8. IF THE BASIN MUST BE DRAINED FORAN EMERGENCY ORTO
ORIFICE WRN EJi'CORpE„ gHpF W WEBL TO NOT LESS THAN 95% MAXIMUM DRY' DENSITY (STANDARD PROCTOR) AT OPTIMUM MOISTURE CONTENT. WE IE CONTENT. WETTING OR DRYING OF THE MATERUIL AND MAINTAIN GOOD VEGETATNE COVER, MOW VEGETATNE COVER TO PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE
PARKING INVERiED WATER WEMND PLANiI (S, AND~OR MANIPULATION TO. SECURE UNIFORM MOISTURE CONTENT THROUGHOUT EACH LAYER SHALL E3E REQUIRED. C 50 YEAR EVENT -RIP RAP BERM QUAUIY ORIFICE. RISER E{E REQUIRED. DENSITY TESTS WILL BE PERFORMED AT A MAINTAIN A MAXIMUM HEIGHT OF SOI INCHES, AND REMOVE TRASH A5 EMERGENCY DRAIN SHALL BE MINIMIZED TO THE MAXIMUM EXTENT ED ON EVERY THIRD LIFT OR EVERY 1000 CUBIC YARDS NEEDED. PRACTICAL.. ``N®","!~®trej
STORMWATER STORAGE 10 MIN. WIDTH FREt1UENCYAS SPECIFIED BY THE SOILS ENGINEER. AS A MINIMUM; TESTS WILL BE PERFORMED ON EVERYTI AND WEIR LOCATED THIS SIDE WHICHEVER COMES FIRST. ALSO DENSITY TEST WILL BE PERFORMED WHENEVER Fill MATERIAL CHARACTEP CLASS B RIP RAP SEE DETAIL IAL CHARACTERISTICS CHANGE. 3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH BASINS, 7. ALL COMPONENTS OF THE WET DETENTKN BASIN SYSTEM SHALL CAI~® ,i~~ NN°
B. OUTLET DEVICE 15" MIN. DEPTH. 1.OUTLET DEVICE COMPONENTS ARE TO BE FABRICATED AS SHOWN ON THE PLANS. PIPING, SWALES, RIPRAP, ETC.) QUARTERLY TO MAINTAIN PROPER BEMAINTAINED INGOODWORKING-ORDER. E$ ~jy¢ ° FUNCTIONING. 8. LEVEL SPREADERS OR OTHER STRUCTURES THAT PROVIDE DMFUSE ® ~ ° ~
6" MIN. FR EMBANKMENT 2. CONTRACTOR TO SUBMET DESIGNED SHOP DRAWINGS TO THE CNIL ENGINEER FOR APPROVAL PRIOR TO C /AL PRIOR TO CONSTRUCTION TO THE OUTLET DEVICE. 4. REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTKN FLOW SHALL BE MAINTAINED EVERY SIX MONTHS. ALL ACCUMUL4TED ~ ; Q~ 2q ~9 s
~ SHOP DRAWINGS SHOULD-INCLUDE PRECAST BOX DESIGN, TRACH RACK, GRATED COVER, ALUMINUM STEPS, FES ~ TEMPORARY POOL ~ i'-0' C. CONCRETE 1MINUM STEPS, AND ALL DRAINIORIFICE PIPING REQUIRED. BASIN SYSTEM SEMIANNUALLY ORWHEN DEPTH IS REDUCED T075°h SEDIMENT AND DEBRIS SHALL EIE REMOVED FROM THE STRUCTURE, S~a~ f OF THE ORIGINAL DESIGN DEPTH.. REMOVED SEDIMENT SHALL BE AND A LEVEL ELEVATION SHALL BE MAINTAINED ACROSS THE ENTIRE
PE 1. ALL CONCRETE SHALL CONFORM TO 7TiE STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE. ASTM PERh(AEIENT POOL SFIELF EL )NCRETE. ASTM C 94. AN AIR-ENTRAINING ADMIXTURE DISPOSED OF IN AN APPROPRUITE MANNERAND SHALL BE HANDLED FLOW SPREADING STRUCTURE. ANY DOWN GRADIENT EROSION MUST ® ~
I-I I i-I i i i ~-i ~ -i ~ 1 - SHELF EL. 2 _ SHALL BE ADDED. THE CONCRETE SHALL BE PRC)PC)RTIONE!) TO MEET THE FOLLOWING REQUIREMENTS: IREMENTS: IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER QUALITY BE REPAIRED ANDfOR REPLANTED AS NECESSARY. , fy, ° ~ ~~r (I.E, STOCKPILING NEAR A WET DETENTION BASIN OR STREAM, ETC.). ®y 9 •.o G/A(E~Ge.• Q.
=III=I I (=I I I=III=III I I ~ i=~, I f : , . ,y~_s~ COMPRESSIVE STRENGTH: MINIMUM 3600 PSI ST~tM INLET !bt t1APE 1-0 I ,P~ , a.. WATER-CEMENT RATIO.0.40-0.50 , r ..1• SLUMP: MINIMUM 3", MAXIMUM 5" RESPONSIBLE PARTY: v®e~® eeas® ~~ja®a
10 LEITORAL ND I ND INV, AIR CONTENT: MINIMUM 5%, MAXIMUM 8°k SHELF, MIN, ~ i - - - - - - - - " " ELEVATION SINHALL BEI SUCH THAT R WILL LINE AN ACCURATE DEPTH ®ei~®~0 G tepi~` OpNEA/DEVELOPER:
ENERGY DISSIPAIOR - - - - I i I- - - - - COARSE AGGREGATE.1 -1912 I=1 I =III=1 I I=1 I-ill=I LI=1 =-III=1 I li I I I ~-III=III= _ READING AND NOT READILY PENETRATE INTO ACCUMULATED MC AMERICAN ASSET COpPORATION //n ~ ~j SEDIMENTS. 3700 ARCO CORPORATE DRIVE ((J c5
III-I 1 ~ 1-111-111-111. D. GRASSING Z:1 1. GRASS ALL AREAS DISTUREiED BY CONSTRUCTION PER SPECIFICATION OF EROSION CONTROL DETAIL SHEE STABILEZED TO =III BACK OF WCLET CHARLOTTE, AC 28273 OL DETAIL SHEET. WHEN THE PERMANENT POOL DEPTH READS_ 1.761 FEET IN THE MAM Phone: (70a)2~,a0oD
.POND EKlTiOM OR i i- FOREBAY DRAIN WRH SiRUCTURE LOCATED lE IRON EMERGENCY E. PLANTING Fex: [phone] rn ;ESTORATION PROGRAM) MANUAL. POND, THE SEDIMENT SHALL BE REMOVED. V O
SEDIMENT FOREBAY SUGGE5IED :VALVE. OiOE OF 8:1 SLOPE. DRAIN' PIPE WRH SLUICE 1. PLANTINGS ARE DESIGNED-PER THE GUIDANCE OF'THE HARP (HABITAT ASSESSMENT AND RESTORATION PI RETAINING WALL 0.5 X SLOPE MIN.. GATE OR VALVE, OFFLINE 2. ADDITIONAL: PLANTING INFORMATION-CAN BE FOUND IN TAE3LE 2.2 OF THE NORTH CAROLINA. BEST MANAGEI ,BEST MANAGEMENT PRACTICES GUIDELINES. Z V /
NOTES MNN POND FROM oun.ET AN LOCATE VALVE IN BERMS 0.5 % . 't ;`'k~ ` WHEN THE PERMANENT POOL DEPTH READS 1.753 FEET IN THE ~ 1 ~ 1 N ,,,,-,yk- FOREBAY, THE SEDMENT SHALL BE REMOVED. ~ W U
REVOIONS 1. GEOEEXEILE LINER SHALL BE REGUIR® SLOPE MIN. 5 FOOT MAINTENANCE ".`s;;~~ ~'`+,r \ ACCESS AT TOP ~ BERM / cy.~; ^ ~ • ALL BERM SLOPES lO BE ~
NO. DATE DESCRIPTiON IF EXISRNG SOILS ARE PERMEABLE OR POND CROSS SECTION ANTI-FLOTATIO ~ 1 DiSCEiARGE AROUND PERIME'iER OF POND. /~''r""''~~;-~ s ,'a` AN ADOTfIONAI ANALYSIS MUST BE BASE FOR . a '.gs' . `STABILIZED WITH GRASS. N ~ ~
PERMANEM RJR R~ 0 0.5% SLOPE MIN. - - - - - , > 1';•':~>, 's~t; t~ Fa:~oN~°'>~"• •a SUBMRIED.TO VERIFY THAT WATER .,r, ~~'!k;•;;•~~'„.?r; 3v`2t:;i'• ,v4r; J,'' "'~.`3r,i}~ 2;• ..~ylyrtl l''~,; ?s$.,1, ;,:M;'~ ' a., 5'.x :cl ;'r~. a+... ?~„4~,y" ~~F.~~N~ty Z111 WW d t ~ 4~~Nn~„t ~ 1. After- every significant runoff producing rainfall event and at least monthly: OL L1Z.1® ~ Z r a
LEVEL CAN BE MA9RAINED, h-'i:; )•,s °`,M.;ln~,.`~Iv)rc, ,rr >~;.''r v,it;~,1„ ~•,,;t~^„„ro•iLt'~,C,. J .fin"1jir PART} A LNIE ON THE RISER SECTION AT MAX. SEDIMENT ~ / ~ LEVEL lAe0. ON RISER.- :,r~ fir: >3 PE ~ , .~s`,,~;,,, ~;c G,. ~s ~ y, c G 3:1 SLOPE r~ c. Inspect the wet detention basin system for sediment accumulations, :erosion, trash Z g S?
2:1 SLOPE ,1~ ~ _ ~ ')s~,~,r SDE n :r,:~~,. r, • 1. ' 5= ' i~, ~ ~ PERMAt~Ni' S1DRM DRMNAGE aCCUmulatl0n, vegetated cover and general condition. ~ ~ w D. °o
rM:i ;ti,irY:;; u C m v dv p, 4 T.:.. } n,.CF.J7$,. '(°9t ''nd!` J.1 n1J+' .i ~'~r~ ~,:Yl, ~~~Ai fix,. '~4F r- • n~ f,FR ESML REQUIRED AROUND, ;BASIN b. Check and clear the orifice of an obstructions such that the drawdown of -the tem ora ~ Z 4n ° ~ ' AND A 15' PERMANENT y P ry ~ z a,
CI'T'Y OF CONCORD ~ " ~i 17,.1, ~~y ' MuNIENANCE ACCESS ESMr, pool occurs within 2 to 5 days as designed. m W Q rj g = •
RIP RAP INLET :i~l~"'~ M ; ,~,~~^,.<<,~~ LAND DEVEIAPMENT , ~ ~~4t,. PROTECTION ' ' ati: a.. ~~m . REQUIRED TO BASIN AND Nap ~;a=,y;~ I 2. Repair eroded areas Immediately. Re-seed the embankment as necessary to maintain good z~p~1~;,,1'y'~ THROUGH PROPERTY TO A • ~
STANDARDS 1. OR IEVLLT PIPES • , • PERMANENT POOL w • ;X . OR ~ .,p i PUBLIC OR PRNATE ACCESS. vegetative cover. Mow vegetative cover on embankment to maintain a maximum height of six ~ uk~~ inches remove trash as needed ~ ~
~ FRA11E SEDIMENT DIT,~N .WITH .SUGGESTED. VAL RACK '6'y -<.,y '~Ra 3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.} m
AND COYER . FOREEMY • . WETPOND DESIGN DATA BASIN # 1 BASIN # 2 ~-<3,• 'J;,';>.:~: quarterly to maintain proper functioning. z
a. . ~ 4. Remove. woody vegetation not part of the approved plan along the dam embankment. u
DRAINAGE AREA AC,' 11.72AC.t 18.62AC.t 1 Sn 2:1 SLOPE•OR••. z~ Q ~ : , `<r:,, :;r.,c;;,;:; • „ RETAINING• WALL ~:v(: z 5. Remove invasive and dead vegetation in the littoral shelf and replant as necessary.
0 =CIA CFS 0,54 CFS t ® 0,74 CFS t WETLAND PLANTIN ON ~ J 10-FOOT MINI 9:1-MAX, ~ ~ ~ , : ' ,;~rl~i ' ~ vs'~~% ( 6. Remove acoumuloted sediment from the wet detention basins tem semi-annual) or when a 's~~~~: ~='B'EM DRAN yS y
1YR, 24 HR, STORAGE PROVIDED CF 55;404 CF t 97 400 CF t . - SHELF AROUND PERIMETER s ' • ;~%'=•~r°':"j+~ ~ =L''•"~'` , ' f yr`.,.`; , i:;~ vALVE pN e ) the depth is reduced to 75l of the original design depth. Removed sediment shall be disposed Seal
1 ~ •(~:,yi-Lu4'l •q;,; e:..,''''~ `:+s-,~:C':~:, ~:5, aJ, .."p-- 5WIDE TOP OF DAM (MIN,) EL. 672,52! 682.611 LEVEL SPREADER TOP EL B t / ?1 LEVEL. St'READER'~.,''.-. _ _ '%i • • , ~~;%`a'~%%';,; - 11 1 _ 5th. .:F,JyJ 1 ,v,. s~~»~ EMa:GENCr SPIU~rAY Musr BE of in an appropriate. manner and shall be handled in a manner that will not- adversely impact ,a ~ ~ LINED Ia1D SUBILIZED (to' water quality (i.e. stockpiling near a wet detention basin or stream, etc,).
iii: v. ' 38' PIPE.., ~ < i BOTTOM&TOPDIMS FT. SEE.PLAN SEE PLAN - 1S ""'~',v:~.: INFLOW ~ STEPS M ~ \ o 3.~~•~ ~ ~ ISNIMUM LENGTH)) OPT~NAI: r,~~~;~~ d ounFT sniUCNiiE MAY BE 7. PerForm annual inspection of the pond (annual inspection reports to be kept by the- owner}.
SURFACE AREA OFPERMANENT SF 15,036 SF t 25,414 SF t f k ` \8O ' a.'vi:'i=U~~ °;GC~'`'='~"c U:~ r?~ r c~~'~ e - - ~ DESIGNED AS 50 YEAR Prior- to ins action notification .must be ive to Storm Water Services. ~ SD OVERFLOW IN LIEU OF P 9
-WATER LEVEL INV. 883.25} NV. 83. ~ .e ,:?S r,,;~;r c~, INV. 683.. I 8 2 POND MAINTENANCE INFORMATION ` \ . _ _ ' ' . EMERGENCY SPILLWAY.. 8. Post pond maintenance and. contact information permanently to the bock- of the dumpster
EMERGENCY SPILLWAY+80X=40' EL 672,001 682.001 MUST BE POSTED AT SITE. ~-'~~D P<AM ~1+IEitwo ~axIING oN wall far reference. 10 FOOT MIN. 10:1 LrrroRAL
1 YR, ORIFICE IN. 2.55" 0 INV. EL 666.00 t 3,4" 0 INV. El. 676.OOt ~ 10 FOOT MIN.. , , 1 .HIGH WALL. AT BASE, ,NOTES SHEOJ' AROUND SHELF AROUND PERIMETER
.DETENTION STORAGE CF 115,524 CFt 116,502 CF t i, TOP OF WALL OPEN TO TOP SLAB WETLAN9 PLANT SPEt2FlCATIONS HJt,R.P. sELECnoN aND PLANnNG
FOREBAY STORAGE CF 11,334 CFt {MIN. 20,00% OF 18;026 GF t (MIN. 21,00% OF SPLTiTER ~X - GUIDE FDR ADUATIG AND WETLAND PLANTS iN THE PIEDMONT REGIDN PERMANENT POOL VOL,) PERMANENT POOL VOL.) a>: NDRiH r~pouNA. d
MAIN BAY STORAGE CF 33,299 CFt 56,675 CF t SCHEMATA SCHEMATIC PLAN VIEW. SEE SHT. 1
z MH ARAYE 2, A STORM DRAINAGE EASEMENT MUSE BOTTOM ELEV EL, 658.OOt 666.00 t ~ ~ ~ ~ 130' MAX. LENGTH ENCOMPA~ 1HE WATER LT F B,RY EIMP)). FOR EXAM 50 f LENGTH r AN EASEMENT MUST BE SHOWN 10 FTET M" TOP FOR EXACT LOCATION. 25°
MAX: SEDIMENT DEPTH FT. 1.00'1 1.00'1 ~ OF E! OR 10 FEET FROM TOE OF SLOPE FOR THE
FACIIS EkiBANKMENT BERM , WHICHEVER iS GREATER. 5 MIN. t ~ LEVEL SPREADER LEVEL SPREADER
PERMANENT'WATERLEUEL EL. 666.OOt 676.00 3. AN MUST 8E SHOWN TO PROMDE EGRES5 FOR , REVIERONS MAINTENANCE (VIA EASEMENT ~ PUBLIC RK;M OF WAY).
PERMANENT WATER DEPTH FT. 6' 8 ' N0. DATE DESCR~TION
VEGETATIVE SHELF 10' WIDE - EL, 865.00 TO 668.OOt 12' WIDE - EL 676.00 TO 877.00 t 4• ALL STORM DRAIN LEA TO AND FROM FACILITY SHALL EL HAVE APPROPRUITE STORM,DRABrAGE EASEMENiS (SDE'~.
DISCHARGE PIPE DIAdLNGTH: 36"PIPE, 35 LF t 36" PIPE, 303.47 LF t 38' PIPE /FOR INFLOW 5• BENCHMARK AND CLEANOUT DEPTH REFERENCED ON (FOR SECTION VIEW REFER TO 20.31 B) o r .J
ANTI -SEEP COLLARS FT• 6' X G MIN, • 2 EACH 6' X 6' MIN. - 2 EACH PLAN FOR FOREBAY. Z
- POND DRAIN SIZE. IN.ILNGTH. 6"DIP ,148 LF t 6"DIP,167 LF t w
P.l~d IOEBI RETAINING WALL UPSTTiEAM HT.A.F T HIGH t 7 HIGH t, 376 LF t CITY OF CONCORD. B-EST MANAG E M-ENT F M-ENT PRACTICES ~ d
RETAINING WALL DOWNSTF;EAM HTALF 539 LF t CONTBdUOUS UP AND DOWN `NONE _ DEVELOP NT
WET POND LEVELSPREA[~R DIA,MIGTH SPGTTERBOX 130' AND 68' NONE STLiliLtllWJ?J T POND a 5 PONTDERIA
CORDATA (2.5' O.C.} 11 IRIS ° ~
SPLITTER BQX PENING NTS v
SEUDAORUS
' ~ USE 'O" RING SEALS ON ALL
PIPES HOLDING WATER FOR DL •A.•a•.'r" IG WATEROFO DETENTION. 2 5 CIUS VALIDUS (4' O.C.} ~ ~ a
( O.C.} J
~ ~ TOPOFDAM,682.61t • ' Q~ TOP OF SLAB, 683.001 ~ ~
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' a. ' ~ BOTT. SLAB ' 0 ~ 0
~ °,'r: ' . a'.':`,` ~ rA: EM. SPILLWAY 1NV.681.50t ° 682501 ? ~ _I"'
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'z~• • , _ 10 YR, 2 WIDE WEIR, INV. 680:40 e10/09/08 6th SUBM., ~ ~ ~ ADDED sECTION THRU 3 TYP I CAL PLANTING p ETAI L ~ O
i ~ •::I 0.5 BASIN # 2 FOR THE LITTORAL SHELF Q W
- - ~ '
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~ 1' HIGH a
OPENING EA H E 3,d'91.1R.24N2 c ND of c?
BOX AT LEVEL Sws sou ~ 4' THK, +bl WASFED STONE INTH PERMANENTWATERlEVE1878,06t M ANTi-SEEP z
• SPREADER SOLID FlLTER Fl~AIC, cROUr STONE At COLLARS OUTLET. PIPE,TO KEEP IN PLACE. 36"OUj
o WALL ABOVE ToPOFwAlLBi&UQt tEt o •YL PIpF N ~
~ - o.+ :.r
~ o
CIRglLAR ORATE 3 IRTH MH FRIUO ? ~h ~m
U CR. EL PLUS d• 3 1' SF-DMENT LEVEL B~.OPf a ,M• ~ ~ ~ ~ : INVERTOFPOND888,OPt a
~ BASH / 1 - BOTS.AB Ei. S ' cis,
H BASIN y 2 - BASH # 1 - EIO YR. N®E - 87ZSlf n W aASN ~ x - So xt. wsE - Elex,44t '~,:rHr•t:• 6 d DiP PE RMANENT POND DRAIN TO D~
WITH PRIMARY NOT iNL1NE ~ BATON i - to ttt MiSE - S70l9ot p TO DAYl1GH WGF W
T EL !70.13 BASIN x - to Y0. W5E - eei.oE?t iSCM~RGE PIPE AND S ~ o BASH ~ t - THROA f TRUCTUR E TION THR BASIN 2 ES u m ~ BASH , x - TEEiOAT EL. SBi.SOA 6 RIP RAP RIPRAP • USE "0" RING.SEALS ALL `W f
~ 3 BASH - ~ weE WOt, HV. S70.i3t OUTLET OUTLET PIPES HOLDING WATER FOR DErENT~N. Q
ao BASH / 2- A5 IMDE NE1R, INY SS0.40t a o 1' MIN. Drawn By.
o ~ BOX OPEN ON ALL 4 IDES ~ ° ~ FROM THROAT: TO. UD, WTIH TOP OF DAM, 673AOt 027 5~0~ TOP OF SLAB, 673,50# Date
a MIN. 6" 50. PEDESTALS: BASH ~ t- re. w.~-eeoaa
~ BASH / 2-118. WSE-87SA8t eorra~Ae• Revisions
m„ Nw EM. SPILLWAY,INV.67200t'.:;: 613:OOt 1 ®4 ®3 08 2ND SUBM.
r v~ sPLITTEReox CONCORD CABARRUS
N - INIL SSS.OOt .e p BASSI / 2 - 3.4'i INV, E17Et:00.t 10YR.2WIDEWEIR,INV.670.13 ~ • CO. REDLINES
d~ BASEL 1 PERMANENT WA1ER SURFACE ELEVATION EES,COt :
C~ N BASH ~ 2 PEAIEAElE1IY WATER SURFACE EtJ:VA710N S7&OQb ~ x 1.0' MIN. - ~ FIELD TOPO ADDED couARS `~~'s~':, 05 13 08 3RD SUBM.
O p •N ~ ~ -
0 ~p - - . . M BASH i JS" RCP OUTLET PB~E HY. SSl.OOt '~''~'0~ ` ' CONCORD CABARRUS PERMANENTWATERLEVEI.BB&00! 36"' ~ ~ , ouri~T~~ .....~uA~~ . CO. REDLINES
~ " BASH / 2 acP ouTLET PIPE Hv ee&aoA z MH FRAME _ „ o ~ ANO covER MINIM M WALL THK. - 6 TOPOFWALLQ65,OOt
a Iv M .xl ; 07/03/08 4th: SUBM. )
0 5° -MIN. cv a ~ : s ~ CONCORD/CABARRUS
m BASH + 1 - xdx isx 2!P 3 I m " 1 z ' ~ ~ CO. REDLINES Z ~ ~ ~ i~ ~ 07 0 0 5t M .
3 T BASH p 2 - 20'x t3'x 26'
eUvnnoN a-a DESIGNED BY A STRUCTURAL 1'3EDIMENTLEVEL• B~OQt Z BOX INV.6 -
' IVERrOFPONn00t r Project Number
RIO 246-094 RI 6"0.. DIP PERMANENT POND DRAIN NOT ONLINE WITH PRIMARY DISCHARGE PIPE' AND TO DAYLIGHT Sheet of
DETENTION BOX D -A ENGR. AND ARE NOT PART OF THIS PLAN. 0 ~ ~ PLAN MEW
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