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Home My WebLink About20201871.tiffITC" WELD COUNTY EWS 12 VICINITY IV shier UNLINE MAPPING AP • • • i II ■ ■ ■ • • a a - a •■ ■ 0 • I • • * �' ■ . II • ID • r• s us a■ lo sir a S S .. ■ • • • s i• a ■ • • • I ai • • ■ ■ • ■ am . ■ • I V I • • i a • ■ • im ■ ■ ■ i ■ ■il■■■■Salt■ erns es. illi a j a • r ■ I ii■ ■ • ■ I a • ■inceseebal■ Die ■■■ • Jf it ■ I ■ e • ■ fre a' i ■ ■ ■ ■ • W. min s■.fIP■i■ ■X ■■ MIIMX,Reelerniallems I. %■■.■ srt■■■ aabaar . iti 0 ■ a a ■ I a ■ b kg ass • woo III se thin floras A ■ i a' ■ 'i • ■ 4 ■ 4 • D • ■ t ■ di ■ ' ■ ■ I A ■ ! • M • ■E ri ■• • 0 • ii \pa I • li n a i ■ i so t ela f i •i i i e as e s i i db k — L ■��i 35,747,7 D 17,$13.36 35 747,7 Feet 1: 214,486 WG5_1904_ViletMercator Auxiliary_ Sphere weld County Colorado This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current or otherwise reliable. THIS MAP IS NOTTO BE USED FOR NAVIGATION Vicinity Map USR2U-0007 'gang" WELD COUNTYSPO 4.. _ �.� h�! I_,1w] .IU1�4 <J-' I hJl LAND USE MAP 11,919.7 0 5,959.85 I 11, 919.7 Feet and Dairy LLC - 10000 head Whitman Fertilizer Storage & Sales Boxelder Sheep Co. Cattle Feedlot -101Parks Dairy ALE rait A i WGS_1984_Web_Mercator Auxil iary_Sphere ©Weld County Colorado This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. THIS MAP IS N OT TO REUSED FOR NAVIGATION Surrounding Property Owner & Use Map USR2O-0007 r -'�1r::� .f.. CLASS 6 ROAD -� BASE SURFACE I YPr a 717.9' 4'. CONINCIAL /ACCESS rI RIO ASPHAI T -- SURFACE J-) - F ifS #12 SITE USE 19- OOXXMAP f3 isms ' 6 s. i. SIGN NIH_ (PREFINISH METAL W/ VINYL LET I EKING) 4 , I miss (6) 16' CATTLE GUARDS uc •carat W SHt: j1 UOW'NCM.3 12 T I : - • . ' ' IIIICAD LIGIIT ,• 81611 OLE i • LEGEND SWAI F PROPERTY LINE DOC ROW CULVERT EXISTING FENCE GRAVEL SURFACE C t�`,LI�L IL SUM AUL EXTENT OF DETENTION V .4 ..r �� l 5• 145' 4- 4- OWNCAST SINSLE HEAD _ICHT POLE TYP dIrM'I rI n [ a. CR 90, PIERCE WELD COUNTY, TY, COLORADO ran' Ilriai.: Enler RFC# aRci.38 anuary— S iS12---- �EQV�(7l Fc G . . • • - • WI RAI .}, f • J ltus tt. ' rYi1i J SWALE TYP. PARTIAL SITEPLAN LEGAL DESO: LOT B 0- RLC EX 5156 -'ART or L /3 � F ` /'0 f F CFP ) R65W WELD COLN- ' C0_OR ADIU TQ .I 17' _ 4' �I f to' 'WAD NOW REC# 861027 July_ - 16, 1002 60 0 • • • Jitters SITE } V cin ity \lcp SCALL 1"-2003. YCR a CEATI FICATIO% BLOCK: TO BE ADDED TO THE US9 MAP NHL1NFit I t ChP1FI=11:I-FCII-N:AIR:H lit Ilnde.'Signeii re* JmpQIlyaraIN(Y`: db 6rmbv Lyme U the Sic Specific Dc.t a xnvi t Merl sre use by Spu a I Ft:, v utv D cwsibpniv nt Slaesijrds di:ScrawlIat1eQnIIis_duyIt Elerwttua clorrir PANNIH+Q4NmISSQCH CEr- FICATION In 11s In.aRry1nel Inr wain c ry Furring cam Tarot net cermet enddean nueew ra_ .nnwndrn Inr Dam' ofCarte CCI rribsieners. Weld Court: Caa•ara. ter ts.aernanon. aspreva arid el pllertills SHe dpaciflc DevaInplrrt Plan anJ Use by 3peclel Kc•.tc , as s -to nT and dnscnbad ihvrecn late _ cay of .2] Cilcii•. rfiLid r iir4'Pl;aalel8 Cumereaimt 120 150 a a ?OARDOrCOUNTYCOMP/ I5SION'CRSCDRTIrIc TICH T115 3'P Or '}' caul t ld E:ra1 c Dr COUr y:4m musics WWI Canty. COIc uGc. doal la by can ar4 uuoiL uiis air b'pciS L velspiens I- iit and iist by gteeul neuiJWLnIIJL•.CIJpoic•II. E.aderleL as SI sJW'L mtd desalt -act hcranu Ihls _ aY ui 1P Mash Rt'rdarCnletlyCommlrelerans wni c cttn : I i r IQ 1r 4 le<Pa r] Papty c tar lr 'hw Rata.) I7srled. 2129 CLASS 6 ROAD BASE SURFACE TYP DOWNCAST 2 '- HEAD LIGHT ROLE ASPHALT 16 sE 1 SIGN (PRD METAL NW/ Sl W/ VINYL I¢�f LETTERING) CONCRF,TZ UNLOADIT A PAD •5UMP PIT 4 2 r�r� r r r-CdM�TA1NNMNi,o _ x`OOOO ''''''.-DOWNCAST 'DOWNCAST SINGLE I Il\ - HEAD LIGHT POLE TYP ------/ // EWS#12 SITE USR19-00XXMAP ACCESS PERMIT # 1B-xxxx o- (6) 16 CATTLE GUARDS CR 90, PIERCE WELD COUNTY, COLORADO 60 ROAD ROW REC# 88938 7anuary 5'-I941 9£04101900 b 6110 PABlO 10 507/L AREA G17 f qi a - LEGEND SWALE PROPERTY LINE EDGE ROW CULVERT EXISTING FENCE GRAVEL SURFACE CONCRETE SURFACE EXTENT OF DETENTION POND _ /ENCLDSIIRC 724 20 TEACH Al. SWALE TYP PARTIAL SITE PLAN LEGAL DESC LOT B OF REC EX 3156 PART OF E 1/2 OF E 1/2 OF SEC 30 T8N R65W WELD COUNTY COLORADO 60 ROAD ROW REC# 86027 July 16 1902 aIsm; sD vD eD Vicinity Mop SCALE 1 =2000 FACAERAGANERACEAIVICATON AAA IEETA.Al•AnAlEmanIAEAszedakeTAIN IA AANEAMCOMEISAONCEATISCATION 11T APIONAAAWCATEINTAAIATualsEEEO•AndEE•shmegmanmETA vrCATACrrs.._w SATAEOETEMAATELETEAAAESTednErA•TAARAIAAMArEnsaAh _Aye sE BOARDOICCEATTOMPASSONEESCARACAPON T. NA •TEAAINEAMA.AEOAssonaTET.WALTaig [AAA EnEVAANEEreAll• And Par AeneTiOATECOTATAAA ETTER EWA Q • N 3 co 52 a N E Z O WDO EJW 10/272019 r-60 Cl 1 I• I- • • • • • • • DRAINAGE LEGEND 0.5% SW -.ANN U0WORY DwcciiN or rum A - Son' Designation 0 - Atop of Attn - % ISPEavqusNEss o • 0(100) es 4' X 8' x 18- 9" O5O TYPE 'L' RIP RAP • 24" CUP CuidER7 w/ RAPED ENO SECTIONS MVERT TN (S)- 50014 WART COO) - 500315 4' X B' x 18- 9" DSO TYPE RIP RAP 1 - G' . SI NO B VOLUME ---frtUV - 5011 s ""OOO 1`: x.`OOO �)t OOO 41, sir --- ..�'�...-•...Q BASIN MAP F WS #12 SITE CR 90, PIERCE WELD COUNTY, COLORADO t;---+.— • • re- -r--�--1---rt°— • TENCINm 1LE1 ¢-'i P*,MISIORIC RE{ASE {LATE; - 1.• cis FL 11Ev 4 4988.2 . : 4 k 8 if 18- • .9-:050'TQ -L- RIP RAR 1 . •, P rliTM. FLARED END. A ..*i E1, • . XL :FL Be _ 4998 2 my = '.995.30 NTSTM `.AMERICA GREEN P3OO EgIOSIO4, COa1ROL ',MAT•24' 1c 45" • V • , S. •T ', ', , • • Th. wet E1 & GENCY • OVERFLE)1y AT•, `r$ E, E1� - 4T�51 5'. • • • TOP 'OF BEFV ',o. LEV 5OO3. m. •DD S. is. • • • • • • • • • • • • • • OFFSITE BASIN MAP NOT TO SCALE 1 O! K w v N 1 S w tl. w N Q (I) Z 0 F- U) 0 Z O4O i- xD W 0 VJ 8 U O J cr Za, g ii N 9 ° W `� w o Z J O co 0 w z cc <V D - W 3 p z a 6JYV Demo 0411 10/2/2019 UAU r-GC1 neat 1 wa+ C2 500E 0 4 3(8 R 18 9 D50 TYPE L RIP RAP 4 x 8 8 18 9 D50 TYPE L RIP RAP 43 - - -- - — ----=b --- ---- s 424 k NA Cut =ANT INKFLANED 0RECTION5 RT try (5)' 3500 4 INVERT OUP (N) a 500315 L R2 GRADING PLAN EWS#12SITE CR 90, PIERCE WELD COUNTY, COLORADO / - == ` r� - - I Si )RATER DETENTION ARE 0 0R SIQRAGE '2R 73 220 CU FT D'TEN AN P•ND UTLET'8 -CS HISTORIC 47Fe,..._.___,_ SATE = 1E CFS 4 FI RREEV A 19982 E 1 J(8 0 )8 90510 9 D50E1YP; L RIP RAP 1.C31P N1T1T FLARED END AT ;LET FL NOT £V lEl = 8 Sl C40948:92530 MIRTH AMERICA GREEN P300 EROSION COISTROL MAT 24 k 45 iS WIDE US AT ELCy = 41351 5 TOP OF 8EN ;LEV = 5003 002 00 5002 CO LEGEND PROPERTY I NC EDGE OF ND4' EDGE OF BUILDING WALE CENTERLINE En5TING WADE COVTWR FINISHED GRADE CONTOUR CULVERT f I I 0 50 100 I50 EJW C -so C3 CONSTRUCT VEHICLE TRACKING CONTROL PAD W/ 6 OF 3 ROCK MAINTAIN AS REQUIRED TO KEEP CR 398 FREE OF MUD AND DEBRIS TEMPORARY FENCE TO DIRECT TRAFFIC THROUGH TRACKING CONTROL PAD DURING CONSTRUCTION 4 Y 0 Y Is - 9 050 TYPE L RIP RAP .ro nP°ss P/ TTmnRas rXilg M{x l f • X 8 Y 18 9 050 TYPE L RIP RAP NOTE ALL DIATURBED AREAS THAT ARE NOT PAVED SHALL BE RE —SEEDED OR COVERED IN ROAD BASE TO ACHIEVE, FINAL STABIGZATION EWS#12SITE CR 90, PIERCE WELD COUNTY, COLORADO •_ ' �t_ _—' __cam r --_r— _�- -t EROSION CONTROL PLAN P. VET 4 -ma NSTORIC rfttEV iA1999 ]I D CPS I I f 8Y 18 g DSO1Twe(1 RIP R. k- CroEN p, PLAYED D U5TLLE5 H98] 'PlE ERIEAy aiTi RAT4 St 4k COA�IROL Ai Sa St 4k a]VERFL5A�LENCT ELEV 151 5 \ • KEY TITLE © SILT FENCE SEXTENT OF DISRUBANCE VEHICLE TRACKING PAD CONCRETE WASHOUT AREA STRAW WATTLES PERMANENT SEEDING SYMBOL/ LINEWORK kit .J to Maintenance / Inspection Notes I All moon control measures will be inspected and repaired immediately upon any damage Incurred 2 Routine presentative munierinnee and lupctmns will be performed bl weekly u well as alter any precipitation or snawmcll event. At the lime of inspection. de erosion meuures and all construction equipment located on site will be m�control for Asks• spills or damage and the site will be renewed for unexpected sad erosion or sedimentation runoff 3 All nouuary munienanee and repair ae0v0Iea will be completed immediately after dlscavenne a d&Smeary in the system Accumulated sediment and debmwillbe removed weekly from the erosion control systems. or many time sediment ordcbns adversely impacts the functionality of the system 4 Storm drain inlet protection straw wattles• and all fence must be inspected as pan of the mentor inspections and repaired when necessary Accumulated sediment shall be removed and properly disposed of 5 The vehicle tracking control pad shall be maintained dally Stone shall be added and ropmm performed when rcgutrod SEEDING NOTES Range Site Loamy Plains Clayey Plaine Loamy Slopes SEEDING RATE COMMON NAME RECOMMENDED VARIETIES S IN MIX DRVLANO IRRIGATED Western whealgross Arnbo Barton Rosana 20 to 45 B 0 16 0 Sideoots grams Vaughn Butte Nlner El Reno Haskell 20 to 40 4 5 9 0 Blue grornHachitol Lovinglon 10 to 25 15 30 Green Needlegrass Up l0 30 50 1D0 Needleandihread Up to 15 7 5 150 Switchgrass Grenville Nebraska 28 Blackwell PoIhtinder Up to 20 2 5 4 5 Big blueslem Kayo Up to 10 55 110 Little blueslem Posture Cimmarron Up to 10 35 70 Bullalogross Texoko Sharps Improved Up l0 10 Bur 8 0 Bur 16 5 Floret 3 0 Floret 6 0 Yellow Indlangrass Llano Holt Cheyenne Oln Up to 10 5 0 10 0 U''' E JW seas 10/2/2019 T-60 C4 100- AR ORIFICE FLAK BEHIND (1) 1-1/6 • HOLE 28 K 1> GALVANISED STEEL PLATE (WOE/ ORIFICFr) NAP O IA V = 9910 LTFR EKP6ANCHOR5 OUTLET BOX ELEV ORIFICE PLATE 6E B c- N �°Iol6nJ foG0CNL.°A1RnH SR z 1> I/1 (ROE? RL0 E)E[L PLATE (KC? ORIFICE) 41EEL/�kPS�NCMOR5 OUTLET BOX PLAN VIEW EMERGENCY OVERFLOW / SPILLWAY DETAIL SWALE SEC B-8 Mix CHANNEL SLOPE = IS nl SWALE SEC C -C IAIN CHANNEL SLOPE = 0 1W 1� no -Il SWALE SEC D -D MIN CHANNEL SLOPE = 0 15R REDAR FRAMEAl WELDED 10 1V0 C (GALVANISED W/ FRAME TOP OF HEAD WALL CLEV = 5000 20 fr. OF GONG ENIDE WALL ELEVCN 99.71 9910 FL (IEV . 94 x TRASH RACK/FRAME (GALVANIZED W/ REBAR) SEC A -A ry18 OUTLET PIPE CD K IT X I/O GALVANIZED STEEL PLATE G LANIIED SRCL PEAK (WOCV ORIFICE) DETENTION POND OUTLET DETAIL SEC B -B BOLT RACK 10 NCH R/ (U I/x EKP Aucnons FRAME B^5 RER WELDED TO (GALVANIZED W/ FRAME 1/4 L -TRASH RACKFRANC (GALVANIZED IR/ REDAR) TRASH RACK PLAN VFW 100 -YEAR OVERFLOW SPILLWAY 1 y 6 1 RR 75 I�r?- ISBA NOTE x-hOARSJ 1-6 MINIMUM (SEE NOTE) TRENCH FOR fWWEEIILRi OUTLETS STRUCTURE USINGRUCT NATIVENATIVE ovli3NREPSTEELO AND [0NCKTTETAV0IATEI7CEM ARM °P * SECTION A — A 1-6 M 6 25 B n MUM NORTH AMERICA GREEN / I ILL P300 EROSION CONTROL FABRIC EENDI PER MANMF RECOMMENDATIONS OUTLET AND SPILLWAY DETAILS YALE N TS A 0 A _ EiAV O.1.16 10/2/2018 NRi was I. C5 VTC WHEEL WASHOUT PLAN (PIC - Waite 'RACKS[ CON'Ia) 9' Minimum Thickness Vl Riprap (060 =6*; Non -Woven Geckole Fir Ckth • ▪ C&OILC too to SUPPLY NAL. 4141111 sAsnOut SAWN TO K ISOA7t0 Wei STORM %sinns 3 ATE PAD RIP *A► 70 al CU ANIO Or IAD AFTER RNN IYINIS • PUMA ROADS 10 a GLANIO W O(•RIS At 1H1 (ND Or CAD. DAYS AMR ON •11(1 •LIN (YISTt AS SUDID S *NEIL SA9(Ou1 YSICIS R(a•R(D Oats ON Ent S10( Or Pap KGAI( t%!(N SAP WTH 214 aatED 70 BOTTOM Or " eln t•o. lap • v1C ••O '0 M aiea•TIO TO (wbat USE aY CONStfvCTKMI TNNiC IMO; !Mt 1-800-922-1987 FATE* (AMC MA TERIA/ SECURtt' rLsttMEO TO 04E POSTS S tilt POS1 S WAS SPACING 10 INCHIS ( WIN) VVasnout Timpers See Profile Excrete Snort Gist 20' 2 20 x 3' Deep Mm WASHOUT PROFILE 3 616117 Timbers An 3' Gaps Betnew 2X4 Nailed to Bottom b C:43% ft '14tsteihitt SILT FENCE INSTALLATION 3 FEE firs) APPROnMA ILLY 8 INCnfS OF FILTER rifle[ MA KRAL MuSI (STENO NTO A TRENCH no aE ANCNOR(O 0111 CO ACTED •ACaritt M•T(RUM ATTACHING TWO SILT FENCES o0tCION Of mac; satin APPROXIMATE 4 - INCH By _ 4 -INCH TRENO4 PEACE DC ENO POST W'DIE 7([010 FENCE 81810E "c CAD POST OF TILE FIRST FO CE IOT•IL 10114 POSTS AI LEAST 'a0 DECRIES IN • CLOC•MSE OKHCDION TO CRE•Tl • 1041 REAL MIN lid FAai n WTERAL tW,vl oath POSTS ABOu' TO NCHLS INTO THE GROUND AND toRY riAP GENERAL EROSION CONTROL NOTES CON' RAC TOR S14ALL INS Ai I Al I P1 RIMI I R SI IXMI N AMU I 440504 CON 140 DI VK:I S NCI UDING RUNOT I IMI'E 0 '0. Slt ' I I NCI INII ' PRO:I CON V' C PAD W11111 WASI ICXI' AND SI DIMI N' BASINS Bk 1 ORE COMMI NCING ANY IAND CI I ARING OR GRADING AC' NI' II S ' III CON' RAC TOR SFULLI LIMIT 'OPSOU STRIPPING CB+I RA:IONS 'O WI 1104 "III ARIAS IN WIICH 'Illy Well RI IMMIDUA TI IL WORKING !HI CONS' RUC 'TON Of UNUIRGHOUND U.XITtIS SlnAll Ht INCHED' IT AS A LAND DISTURBING AC' IVI' Ti All I XCAVA"I O MA' I RW SHALL B1. PI ACID MM RE SE DIMI N' WIL I (ROOF BACK IN '0 'III "RI NCH Ail 'RI NCI'S SEMI HI 13AC41LIID BY "HI IND Of 'IN DAYS WORK BAC KI K I SHALL HI PI RMAM N' L Y S'AIIM MID HAIM ORt CONS' RUC -TESL IS CONKER RI D COMPI I 'I At I DIS URHI U ARI AS AND SON S - OC KPIt I S SI (AL ( HI AIX QUA ' I I Y 5: ABM lit 0 AS 01 1 1141 I) IN III URBAN ORAINAGI 1 i 000 CON' ROI DNS' (0C' (E101 CO). VOI UMI 3. CONS T RUC 'Ohl IN 51 MANAGI MI N' PRAC I CI S SI C 'ION 3 0 1110505 CON' RCN All WS' URN' U SON AND SOLI S'OCKPII I S SI IAI I HI WA: tRID ANU MAININ A ROUGIlI NI I) CONDI'ION AT All 'IW S DURING CONS 'RUC: 'ION AC:IVI' N S '0 PRI VIN WINO CAUSI U 1 R0510N Alt NANO D15' URIIMC AC''VI 'tl S WILL HI 1MMI DMA'I I Y DISCOS KU! U WIll N I UCI IVI LIUS IMPAC'S AD.ACI N' PROM R' M S AS DI A RISNI U BY CI' Y INSPI C' OR PI RMANI N - OR 1 MPCUtARRY NA 'VI SILO (SI I SOD[: MANUAL SIC -ON 14 t OR SO DING SPI CM ACA • IONS) SOIL S Atilt I/A' ON SHAH IU RI QUIRE O WI' 105 2 DAYS N ' I R I INAI GRADA IS IN ACLII U 11 INS URHI U ARE AS OR S OCKINI I S ARI NO' IEICUGF1' 'O 1 ANAL GRAUI WI' I ilk 30 DAYS 1011 OWING ' IM IAI' IAI DXS' URIIANCI OR RI IKS • URIANCI I MPORARY S'Alai i/A' ION MI ASURI S St AI I III RI QUIRT O NO SOS S' OCKPII I SHAH f XCI I U :IN (10) III - IN 111 ICI l' Al I SOil 5'OCKPIi I 5101 SI OPI S SHAD l NOT ()CI I U A S1 ON Of 4V 111 All STORM SI WI St IN11'S SIU/I HI PRO 'IC'ID IRON 'HI IN" NY 01 St OIMIN' IAUEN WA'IR HAY BALI S Al NO' RE COGNI/1 0 BY '111 CITY 01 GR1 1 t 1 Y AS AN ACC(PTAK I FORM Of I ROSION CON' RIM INSPI C' KIN Of All EROSION ANt) SI l)t W N - CON ROI HMP S SHAT l 1I1 RE QUBCE O A" HI IND Of 1 ACH DAYS WORK, W1' 14 NI CI SSARY MAIN -1 NANCI AND RI PAIRS PROADI D NMI DA- 1 I Y ' 111 CI' Y DI GRI I II Y INSP1 C' OR SHAH H A' HIM DISCRI 'ON RI QUIRI ANY 1140510N CON' ROE 01 VICES BI RI PASO U RI PI AG O. R1 t OCA' 1 D. MOUI1 11 O. OR RI MOW U SUCH RI QU1 S'S 511411 HI COMMIE 'I 0 VII' 1115 5 WORKING DAYS I OHOWING OWING RI CI IP' Of 'III WRIT :I N RI QUI 51 I ROM ' HI INSP. C TOR Ail PUBIC NCH' 01 WAY POi t u't 0 WITH DIR' MUD, OR Of "IRIS SUM( BI. SNI P' Ct I AN A 'HI IND 01 1 ACI I DAYS WORK OR Al ' I R S' ORM 1. VI N' S AS NI CI SSARY Alt TEMPORARY AND PI RIMI ' 1 R I R0SON AND SI CANN' CON' RCII MI ASURI S SHAI L DI RI MOVI D AS SOON AS "III W 1 UNC' ION HAS "Howl (RI KW) SI01511 N NAPS:IASINS SHAD) HI CII ANT U ANU le wrist] OR S' OPIUM WlliN NI UPSRIAM ARIAS /WI PI RMANIN"1Y S' AIM III '141 51'1 CON 'RAC OR IS RISl'ONSIIIII 014 Pfeil Illy DISPOSING Oil Ail 511 ' IRON ' 1R 51'1. M I' IS NO' RI USABI 1 ON S' 1 'Ill IANOOWNIR SHALL III Intl) RISPONSIIIII ION 'HR ICING 11451 S'ABB I DI CU ANU tut St0715 AND 'III SUCCI5S(Ul IS"ABUSHMLNI 01 PIIMAM N' VI. GI ATM COVER ON IXPOSI0 SOD AS III INI O IN ' 111 UDI CO VOLUME 3 CONS' 'WC ' ION ISI S' MANAGI MIN • PRAC'ICI 5 SEC 'ION 37 MLIEC/IING Ail CONS' RUC 'ION SUPPt M S OR MA"' RtAI S USI U OR S GRI D ON SI 1 KZ" HI LXSPOSI 0 01 PROP(RI Y AND MUS' W I ' All APM CAHI I MA' I RULL SN l ' V DA' A SIB ) CRT' t RA 1111 S'A' L S' ORMWA'Ili DISCIIARGI PI RIM 1KND1 R MAY LW H AIN 1 TOR ANY VKX A' IONS RISER 'INC (ROM 'HI AC 'IONS 'AKIN BY SU1 CON 'RAC ORS SUHCON'NAC ORS MAN-INANCI CRI WS I 'C EROSION CONTROL STRUCTURES DETAIL 12-1 DATE MARCH 2007 SCALf N ' S CEMRR e; wow' 1-800-922-1981 :(04, WATTLE DIAMETER. SEE NOTE S p tvATTlN VFW (SEE Tan) SLOPE AND SWALE PROTECTION SEDIMENT TRAPPING AREA ((VP ) 3/4" ■ 4/1" *00015 SAKE ( ) Ku cw)I Z X 23 • STAGGER Aq'S +1 (TYP) WATTLE SPACING TABLE SLOPE TYPE MAXIMUM SPACING ALL SWALES 10 FEET 4:1 SLOPE OR 40 FEET /0, INLET PROTECTION 1' 5EDIMEN) NOTES • SANDBAGS SHALL BE SPACED MPAMUM '0' APART 2 SANDBAGS SHALL BE PLACED Al AN ANGLE or 45 10 •0 DEGREES FROM THE DOWNSTREAM rKOtti( SANDBAGS SHALL Dl REMOVED F tD*w4C STORM EVENTS FOR REMOVAL OF SEDIMENT AND THIN REPLACED. NUISANCE WATER TO Bt DRAINED EACH WORKING DAY 4 BACK OF INLET MAY RI OuIRI PROTECTION IF SUBICT 10 CROSS -Slot WALK riots z W 6 WIN EYBED STAKE AT EACH ENO AND 4' MAX DC. ALONG ENTIRE LENGTH BAUM NOTES NeSTALL WATTLES ALONG CONTOURS, FLOE LENCtN OF SLOP( OR EXTENT OF SWALE 2 WAi1LES SHALL BE INSPECTED REGULARLY AND IMMEpATLLY Kr TER A RUNOFF PRODUCING RAINFALL 10 ENSURE THEY REMAIN THOROUGHLY ENTRENCHED AND IN CONTACT 5TH THE SOK 3 trot STAKES MAY Bt USED FOR PERMANENT INSTALLATIONS 4 INSTALL WATTLES SNUG, INTO 1l{ TRENCH (♦�'DEEP) ABUT ADJACENT WATTLES TIGHTLY END TO END, *SOLO OVERIAPPiNG THE ENOS 5 WATTLES TO Pt a' MIN DIAMETER FOR SLOPES, 1V MIN DIAMETER FOR SNAKES CONCRETE TRUCK WASHOUT PIT PROFILE CONTAINMENT BERM FROM PIT EXCAVATED MATERIAL 1 D(PTH 10 FEET SQUARE BOTTOM MIN H NOTES I PIT 10 BE WANTAIN(D AND ultQED UNTIL Au COCK ti *On is COM'it TED. Neaten ALL FOOICAT10N AND rLATeORK RELOCATED PITS SHALL tail INS stmOARO 2 PIT 70 BE PERWN(Nrt1 SIGNED TO ALERT olnycn OF its Locate* 3 st1 CONCMtt To I( BSOal'i UP •AID OrSPOSID d PRO►(ati dr ATE PLR LOrµ STATE MO FEDERAL LANS • esniout PITS Ina! AM MPIAATED rear • P•HD &WAACE MAY •(OUWt A VIC ►AO TO MOT(CT 5715115 IRON tN•CKPL d D.al ALL CONCRETE TRUCKS WASHOUT HERE •S)GN: 2' loll • 3 Wide On 4' Toll POE, 6z2 Let it' 'q EROSION CONTROL STRUCTURES DETAIL 12-2 DATE MARCH 2007 SCA.( NTS CRITICAL POINTS A Ove.aps and Sean's Propped Water Line C Channel HottonySoe Sope Vertices Drawing Not To Seale NOTES •HOrizontai slap. spacing should be adored A necessary to allow Staples To Secure the cracal points along the channel surface ••In IDORO VIII conaIIOns the use te wple or stake lengths greeter than t(15C2n) may be necessary to propery *Im re the RFCD's NORTH AMERICAN Disclaimer.aimer. I ne informaton presented herein is general design intorrrMton only Ea specific applications GREEN ' consult an independent professional for further design guidance Pit $110 722 BIN warssecrete rem 5401 SE Wendel ( 2niblana Rd" Peee7YWe• I\ 476!3 1 Drawn on 54.12 CHANNEL INSTALLATION DETAIL Prepare Sal before intoning ?CAC yawn canlyd proauds (RECPs 'PION ant necessary epotcation o -le Twin and seed de m et the top d the channel u, snowing the RECPs in a 6"(TSc- deep X 8'IlScml vide trench eitr •ppra.mately 12'00cm; d NEC". extended beyond the up -slope pen ; d the trench, LAP Sha.Mar al CN•nntUt✓vel1 Wet of scan praIICKTI AI MOO< RECPs will' • roe d 1:.a(.i.. .• •pprainmleiy 1r130crr•) spa bottom of me bench Bac*' carped the bench after stapling 'p-'' • seed 10 the compscled sal end 10d Inc r•mtninp Trl30cm) Ponce. d RECP. Oath suet the seed and co -ranted *Pi Secure RECPs one ca'npaded so we a row d Mapcwaces spaced epPralnttey Ir awn avast m• we, of the RECPs 3 Roe career RECPs n amebas d eater Bow n Oalan d aiennel RECPs wise unroll with appropriate MOs against OW sal surface Nl RECPs 'nil be securely fastened to sal Wrlece try Pining aaprwalles n eperapha'r locQrens as shown n OW VW* palm guide 4 pace ca.secu(rn RECPs end -as ni: TSnu.ple style) with S V -V mean Ur a darns row d Moles staggered 4 open Ana 4' co ceder to secure RECPs 5 Full length edge of RECPs at top d side Napes "nil be andiaed wen • roe of 1(apNRhtames apermnleley Ir(30an) pert in • 1115crn) deep X 6115Cm) wide trend. Becalm w.d Cana the bench alter dapeg 8 Adiacem RECPs must be oesrapped appraneley 7T5' 15 12 Sun) IDepenang on RECPs type) and espied / In high for awns applications • Maple dists tied is retanmended et 30 to 40 loot (• 12mi Interest use • dame 'ow d Maple/ esggere! 411Ocrn) apart and 4'110CrI.) an cee as entire w.QFi Oise a.anne • TAR ter ona end d the RECPs nil De meowed wen a roe d alaplewa•4. appraimaley 17 130em) apart n • 6111C -m) deep X ell Sens) wide trench Backe' and carpae? The DentN idler waging 1 0 fin.; Expec3bon WCe' e c Q 0 U) A F A 2 U cp CJ n 0 0 U 1 Is _ cc w _ Q CD I O W6 0• z w ><D W O co 11/4 _ V? b EJW DATA 10/2/2019 sirs Sues • Uii I' Hello