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Home My WebLink About20141716.tiff 0714 0 rJ O�rJ 0 tJ 07N07N O7rJ Ui 67W 6 65�V —�— 6 63W 62W 61W 60 tv ti -- e __ i 06FJ - O N I- vY 392 0611 OGN M,ti,`, 32 OSN Y0N _ 0611 01 11 n-z 67W 66 iN 65�'V 64w 63W 62 r — , 1/2_ . . , s ti . _. __, E ,_,, ,__ _ _, 4 I. - . 44: i "\ ' j GREELEY ` � -- R:‘_ Li A jr_ii_ i- ii I .- . ._-e--I __ 1-----„,H 1 ` f ,i �� 0511 L , ,� 0511 05N ti 05tJ , - � - ; sair� __ Pslti 05N I 61W z' 167W >- ,-� • 6 it 1 I 65VV ___ �� 63W 62W M6.I_ , i KE 'SEY L. � 1•`, EdANS f` I la. ■ i._ 1\ - (H _/,,,s - ig . 1 -- - `0 1 I - - . - I I 1 �`_ _ 0411 'II 0414 0411 o N 04N 04N I - �— 0411 —~ 67W � 1 a 66 65W 6 "J 63W • 2W 61W 1 _, •— (\"' .71 szs ) s . , oiK \ . _ X96 7 3t1 0 0311 i — i OWN 03N _ 03N 03N 1W 72 67W ? Ik_ 66W 65IW 64W 63W $2W �1 l i —I I---Paa4 \L_. 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I 1 igigui Aerial Photi ,. .41. ‘ t, t ' M ( 0 if . ,, _,., , , .. i , .. . .\\11b•-‘ .. •f- 1 i -\_ . . :.-- ,. . } 1 Y- 1 1r 4 . .\ i , . • 4, _ _ _ I .1.:.) .1. . - _ ... . } '1 J it I - _.� • - _ 1 1- e �i ¢ _ f • (n .,y•, fnh. •Ir04 bil I Y1 1,'! . l',!i' WI7 U.! ! '. .. , - ^ ' i/t 1i ,. • le Aerial Map of parcels as per the Weld County Assessors GIS Office. Please reference the existing recorded survey plat for the exact boundary's. IIP .4 •. , - . ` ,, j „ .•i • �1. . � . ') ' , S Lot A - 13 ac • 4t` \ • -•t • 1 ''! itob. 1I I • ` • , ,t P. "' f NORTH -• ' Lot 13 ac ',if f . ., ' / r r 1 ♦ • I/ . • r M J,'t r f• • _ . - I, no/' .1 goo — . - - - . II Access Rd for It 4 • < < } all Parcels ,` , t Lot C - 17 ac - - .! . If ' X11, •, t rej '- - dlit. efe _iciii. ,ter / cc / LEGAL DESC � IPTIC \ : ILI CI / LOTS A , 3 „_,' E 5024 PAST 0 Z oIS) o LOT CF W 1 / 2 CF SEC 36 T 5 \ room R _ # 16G / H 64W WELD CGU \ TY 0 COLO ADO W v cn / c0 LOT 13 a� R _ # 602 o / T32 ' • / S° II O R� LANDSCAPE SWALE - - - - - - - - - - - ' I GAS - - , / WELL-- I I � ' _ 70 ' 80 ' INJECTION WELL INJECTION FUTURE ON WELL I LOT D I o , Uw ILTERED WATER D J� FUTURE : , iRE # 5 0 2 ' BUILDING °;y' O I ••.♦./ n c• 4i 608 .0 FUTURE TANKS - - - I 6.13 ' (10) SYSTEM •';:1 ' .• - - - - - 1 —/ I TANKS ;, aL I - - - . - - - - - - t O , O 0 CONTAINMENT s;: r AREA ._‘e> / I i .n4i PROPERTY LINE —24'--f-�q?= 80 ' 2a; Q 71 TO BE ABANDONED " ` ° m 40 ' ACCESS AND N PROPOSED ? _« ( 1 GUN O UTILITY EASEMENrt 4h BUILDING h 1: BARREL I FF = 4609 . 5 'ii 0 , Ct r ^ UO is [rTTAN }I 6.;•. ,,.:: LO SUMP al LOT , • „� 401 %cc w E # 502 /- I IN LLI p DUMPSTER ENCLOSURE I o I T _ _ , LAP 4; , I O C � 0 y Z Y L. • 1 0' 60' 120' 180' I a AREA TO BE SEEDED TYP CLASS 6 ROAD BASE ULI 0 SURFACE TYP . + o r TANK BATTERY I I , ss, W J O v , I\\N---,_ I 30 ' ROW EA SIDE o7 ' -30 '- -30 '-, CENTERLINE I6 ) 16 ' CATTLE 6� , BOOK 19PG 138 rUARDS EPARATOR ,, ' --501-ii �01, DIRECTION - - - -J TRAFFIC I �� ' a zi— o L mmrn�- _ 0 I 7 I 30 ' ROW EA SIDE NEW 24 '1 CMP 48 , I I LC Z W o c CENTERLINE I CULVERT �6O, ¢�0 NEW 15 " CMP }Z16C I W co cc p t7 BOOK 40 PG 248CULVERT Z 3 a U la c rn Nrnrlr,NNMrnrnrMNNrnlnrm\icatZ-- nr �w pz Z tiO nnwuu rormwM n mrurmmwmmr Mrn,mnr • OIlrn•m Nr rYrmMN M rn WCR 50 ( 60 ' R.O.W. ) ASPHALT SURFACE - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , Q PLANNING COMMISSION CERTIFICATIONIII This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the Board of - ZliftCounty Commissioners, Weld County Colorado, for its confirmation, approval and adoption this Site Specific Development Plan CC I and Use by Special Review as shown and described thereon this day of _ , 20 PROPERTY OWNER'S CERTIFICATION ID PO W INS The undersigned major property owner does hereby agree to the Site Specific Development Plan and Use by Special Review 12 f _ Development Standards as described hereon this day of , 20 _ 0 Chair, Weld County Planning Commission 'r1 re' DRAWN On behalf of Expedition Water Solutions ' I I CHECKED BOARD OF COUNTY COMMISSIONERS CERTIFICATION. LOT This is to certify that the Board of County Commissioners, Weld County, Colorado, does hereby confirm and adopt this Site DATE Specific Development Plan and Use by Special Review and Development Standards as shown and described hereon this 2/5/2014 day of , 20 SITEI SCALE r = s0' The foregoing certification was acknowledged before me this day of 20_ I PROJECT # Chair, Board of County Commissioners I My commission expires ■ •- .50 SHEET ATTEST: --<. I Weld County Clerk to the Board Notary Public I BY: MAP_ _ Dated: / p Deputy Clerk to the Board VICINITY IVI _ - -• OF SHEETS --_ CC CI Ili N. CI ° OLy_ 3 Z o co ro _ 0 Z Z V I cl Q O W I \ � ._ CT O \ _ - - QW (6o : I CL 3 - I/2 ' X 3- 1/2 ' X 3 ' GHS SERIES W (5 3/S' L W/ *4 GRATING WITH 3' I I F I LTFRf D lA ATFR RESAR HOOK 3Y21 MI X I/4' BEARING WELDED a 12 ' O.C. - � , BARS OR EQUAL 2 FUTURE EL . I3 1 EIJI L _ \ • *4 * IS' O.C. E.W. A ._ WATERSTOF d WATERSTOP I a r --\\ / *4 m IS' O.C. E.W. CS L VEL DRIVE 4i < 1 , �� G08 1 1 d FUTURE TANKS A " s a e -z. .. r ,IT 1 ' . . , G 4 �i 4 '.' " d< d • d- jar, `' ' -..•:. ,��,C� .`^ SYSTEM C I d d'. d < } i a W 0 ) S I ST I�'1trAr *4 m 12 ' O.G. HORIZ vases a k " ; a f M iw TANKS •/ i ..../ � , . \ \ \OIL/ i� "4 m IS' O.G. a d d (I) w4 CONT. /� 41 I .1 E \-_ GS1 TYP . E 3 ' - 10 " i U I / L OIL 1 ' CO \ A \ _ N 1 � R \ C DRS \ 2_ � R \ � � \ 'I d � ' - / \ A :czEA - - - i I1/4 •. ` < < r' L.1 OIL /I I I \1 \\ / K / ) 1 I III I 201 \r. -_/L1 � 1 ,<� ) \OI_0Plitt- 1 ) --- - - � � N I . ‘ <,F ! OFOS ' `s ' < I I \ :#3O).:A4LcLoNT. EL: (j� v �4 m 24' O.G, eLU l.J L \ WATERSTOP _ 3ARRFL z X *4 e IS' O.G. E.W. 1 z . ' .L < *4 IS' O.G. E.W. � ' _ ` LIU 0 I W CC9a CIL ' ' 1 , d ' t.O.SLAB L% - 1 IL ` AZel ♦ q � N . : ', . off .ep 'op�•8 .. ` :pE ' � <\\ \ 6 aj CO 4 FLAT TAB K . g 1' p (� U l Ne (2) *4 CONT. -4 1 o • (2) *4 CONT. 2 8 �I O ≤ L JLA S d — cc CO fn U U U L. I III L. , t in Cn I I - i 1/ . ' r ,' 1 [< , Y 3 s _ UU H CliR59 CO \ _ A \ fEN = W , _ I z � L / < 1 � f � G 1 - , L i 11-1 J _ ` CON`CRET 4 , TUCK Containment Ca cs EWS #2 L U \ LOA Di \ G ' P Truck Load out area FSTFR F \ CLOSURF - . ' Assumes no capacity fortrench ( Conservative ) rt cc �j, csi I ` ,< Depth Area Avg Area Volume 4,MM CS 1 a `I 11 Elev at grate 4606. 95 285 s . f. c. f. 1 4655 4655 c.f. provided Z Z p < , I � , ` ' : z Elev at top 4607. 95 9025 I Ct Z W 4)Lu c4 l 0) 2 ° d' lt CC CO i � CO \ CRETE z O TRUCK Largest Tank ( semi tractor trailer) 1. 25x 8000 gallons = 1336. 25 c. f. C 3 I LOADING z � � z0 W � " >6 ... PAD - ) < , Rain on Pad 25 yr storm 3.4" x 9025 s . f. = 2557 c. f. p ch 2 cow . ,4 c < ` <. , I I r < 051 3893 . 25 c. f. required Z a III< Tank Containment Z MOM I al leftArea of containment 14393.48 s .f. 3 CS ) A Area of tanks including future 3912 DRAWN Area avail 10481.48 s. f. I CHECKED I Volume avail 1. 5X 10481.48 DATE 2/5/2014 115722. 21 c. f. Provided I SCALE 1' - 60' PROJECT # I , Largest Tank 600 bbls 3882 c.f. x 1. 25 = 4852 c.f. 0' 20' 40' 60' ISHEET N Rain on Contain 25 yr storm 3.4" x 14393 s .f. = 4078 c.f. I I 8930 required II OF SHEETS t1 r, . 0 Q co b O LL 3 z o co z `'� U 3 O x x 4605.35 0s Q � co d 4 x 4604.61 x id I 15 LANDSCAPE SWALE © 0 . 3 % b605.60 - - - - x - - - - - - -4�i5' - W 4604. 13 oA ° I • x 4609 oi _ - - - - A I FUTURE 46°g .e" 46°ado Oo77% BUILDING 1 4608. 00 2 . ' 603.92 FF = 4609 .5 I -P I o CONTAINMENT AREA FF = 4608.5 - - - - - - - - 46°15AU - - - - - - - - - - - - - - - - - - - - - 9 D A6 � 4609. 10 Z I :- L PROPOSED op n BUILDING I D FF = 4609 .5 ,. T I ■ ii LA I > ��jj C A6 1 17177 �•� ' 3 . 2 % I '� N fTl Sr ' 6 tsOJ qo� ` • : x 4608. 20 X a3.45 4h 400 - . 5 % ' © 5 r 1) r ^ °l 9 j ®_. ro6g5 4601 •95 • Ili ( J I O I o A 'or X6 ! O W 4607. 050 t5gICC �b I \ N ► O `O ( (� O I L. A6 6 g5 � .I a)1 . 9 • . ° 2 . 9 % 4 8 % o' 40' 80' 120 ' z 4605 5 - -02 46 4. 60 x 4613. 1 Q O 1 6 . 95 7. , ` . I W O 1 rn ' 1� 1� 1 W J O) O Co I I / 9 F 4 . 4 % O 1607. 40 / 4606 I J 4604.92 46C2.98 o 4 24" CMP VERT W/ F k ED END SECTIONS N O -I:t .1 W COG W ZI- � 14 n5 0C co ' 05 O cl Pi° 46 h6 3a U o� �' WQCV PO c I HW ELE 4605 Zhi 't Z o a � oW � ILA SWALE C' � . G ko .w �..... A6°3 2 - 60� g2 �Q 3 ii- w q.6°g 6 460 j x - o X. 0 . 51 z I•s5 so - X1605$ ./ LEGEND : Q s z III 24" CMP CULVERT EDGE OF BUILDING 4-6O6 - W/ FLARED END SECTIONS IRRIGATION DITCH ROADSIDE DITCH o 15" CMP CULVERT EDGE OF HELD COUNTY ROW CC *Mil I cil W/ FLARED END SECTIONSal IiIIIIIII \\ x 4605. 580 SHALE CENTERLINE - - - - - ___ _ 4604 . 320 >4 r 4604 . 15 4G07 PROPERTY LINE - - - - - - - - - - 4603 . 47 )4 - x 4603 . 00 EXISTING GRADE CONTOUR fi sari x 4bU / .340 x 4bU / . I9U x 4b0b.8U0 x 4bUb. / I0 x 4bUb. b30 x 460b. G78 FINISHED GRADE CONTOUR - DRAWN x 4607.850 - - -5O763C6O ' . . _ - - - - - -x - - - - 4 . -' - -4606.710 - - - - - - - CHECKED V / Ft R : 4-G0G7 . • - _ _ CE4606 . 230I DATE 2/5/2014 ADI PLA ECT vMI ,I1' 40 ' PROJECT ISHEET _ -" OF SHEETS LEGAL DESCRIF / LOTS A, B , C RE LOT A /,' OF W 1 /2 OF g RE # 456 ,/ COLORADO R 64W WELD 0 COLORADO coo ./cri LOT S ,•/ RE # 5024 o ./ TSR o / R,5O` LANDSCAPE SWALE I O I S / ' ` GAS r- - - - --- - - - - - I WELL -_� 1 FUTURE , 70' . -WI INJECTION WELL I INJECTION WEU. ; L ki VV /r' I QJ ILTERED WATER I r w 0 Jt� FUTURE =�•" ' BUILDING ?+°' I Cl) I VTJ I ti 3 •' fp) SYSTEM •' I I WO O FUTURE TANKS ITANKS Mi O O C'� ' D , y� a� 00 CONTAINMENT _k : O pO AREA 0 PROPERTY LINE7 -241-4 -60'-� :> (jib- ' -rI TO BE ABANDONED I - eit;.; vv 40' ACCESS AND 4gROPo D GUN I UTILITY EASEMENT 1 UILDI ;: BASEL OFF . 4609.5 %r,7C ' — I sue. (FLAT TANKI• '• '_ I SUMP RLOT Aig — RE # 5024 1 .r,:i r-401pUMPSTER EN0.OSUR ilim TSR AREA TO BE SEEDED TYP CLASS 6 ROAD BASE * SURFACE 'YP. + - t TANK BATTERY— IsS S. i I I 30' ROW EA SIDE b ' '-30'-'-30'-, CENTERLINE '6) 16' CATTLE t I �,, BOOK Iq PG 138 UARDS I lEPARATOR , 01_ TRAFFIC I DIRECTION _ ��o 30' ROW EA SIDE NEW 24" C X48 — — —_----- a , CENTERLINE CULVERT t6- �'w NEW 15" CMP 8150' BOOK 40 PG 246 - I \ i/ CULVERT ar ripa b ? 1A/r`Q gr1 [Pry D r11A/ 1 _ A QPLJ A I T O1 IQC A r`C - - SITE FACILITY PLAN VEHICLE TRACKING CONTROL GENERAL EROSION CONTROL NOTES cm - VERTICAL TRACKING CONTROL) CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES INCLUDING, 9" Minimum Thickness BASINS NOT LIMITED TO, SILT FENCE, INLET PROTECTION, VTC PAD, WHEEL WASHOUT, AND SEDIMENT BASINS BEFORE COMMENCING ANY LAND CLEARING OR GRADING ACTIVITIES. NE CONTRACTOR CC CI VL Riprap (D50 : 6") xo. SHALL UNIT TOPSOIL STRIPPING OPERATIONS TO WITHIN NE AREAS IN WHICH THEY WILL BE W I. CI N",ae` pia IMMEDIATELY WORKING. NE CONSTRUCTION OF UNDERGROUND UTIUTIES SHALL BE INCLUDED AS A I I— e,,� LAND DISTURBING ACTIVITY. ALL EXCAVATED MATERIAL SHALL BE PLACED WHERE SEDIMENT WILL co O 0, ° ERODE BACK INTO NE TRENCH. ALL WENCHES SHALL BE BACKFILLED BY NE END OF THE DAYS O Q WORK; BACKFILL SHALL BE PERMANENTLY STABIUZED BEFORE CONSTRUCTION IS CONSIDERED 3 Z 473 °3 COMPLETE. EL. O 10?I •••-.° ALL DISTURBED AREAS AND SOIL STOCKPILES SHALL BE ADEQUATELY STABILIZED AS DEFINED INNE URBAN ST Z Z r0` �n/m��11 MANAGEMENT PRACTICES, C TIONCONT3.0 EROSION OL DISTRICT (CONTROL'V°ALL DISTURBED LUME 3, SOILS°AND N ESOIL 0 = 0 v I � t' STOCKPILES SHALL BE WATERED AND MAINTAINED IN A ROUGHENED CONDITION AT ALL TIMES I ' I— -4 tEh�e�., >, I — — — — — — -9 Non-Woven GeoIextile Filer Cloth 10.�� DURING CONSTRUCTION ACTIVITIES TO PREVENT WIND—CAUSED EROSION. ALL LAND DISTURBING I CC ma 0 W 0 I ACTIVITIES WILL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT 'I MILL Q PROPERTIES, AS DETERMINED BY CITY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (SEE 0 W N SDDC MANUAL SECTION 14 FOR SEEDING SPECIFICATIONS) SOIL STABIUZATION SHALL BE REQUIREDWITHIN 7 DAYS O Q) I BROUGHT TO FINAL GRADE WITHIN 30R FINAL GRADE SDAYS�FOLLOWING THE INITIED. IF DISTURBED AL DISTURBAN S OR E, OR PILES ME NOT X R C./) I. V1C PAD RIP RAP TO BE CLEANED OF MUD AFTER RAIN E14ITS RE—DISTURBANCE, TEMPORARY STABIUZATION MEASURES SHALL BE REQUIRED. NO SOIL STOCKPILE ELI V I Z PUBUC ROADS TO BE CLEANED OF DEBRIS AT THE END OF SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILE SIDE SLOPES SHALL NOT EXCEED A i I EACH DAYS WORK CR AFTER RAIN EVENTS. AS NEEDED. SLOPE OF 4V:1H. EVENTS. D. VT° PAD TO BE DEUIEATED TO RISME USE BY Ca1ISTRUC1101 TRAFFIC ALL STORM SEWER INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT—LADEN WATER. HAY BALES ARE NOT RECOGNIZED BY NE CITY OF GREELEY AS AN ACCEPTABLE FORM OF EROSION CONTROL CI) INSPECTION OF ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT NE END OF TI EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. NE CITY I OF GREELEY INSPECTOR SHALL, AT THEIR DISCRETION, REQUIRE ANY EROSION CONTROL DEVICES BE REPAIRED , REPLACED, RELOCATED, MODIFIED, OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED _ - . - - V,1/4' , WITHIN 5 WORKING DAYS FOLLOWING RECEIPT OF NE WRITTEN REQUEST FROM THE INSPECTOR. ALL - - - - D� "" "' SILT FENCE INSTALLATION PUBUC RIGHT OF WAY POLLUTED WITH DIRT, MUD, OR DEBRIS SHALL BE SWEPT CLEAN AT THE END 1 -800-922-1987 OF EACH DAYS WORK OR AFTER STORM EVENTS, AS NECESSARY. ALL TEMPORARY AND PERIMETER U) EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AS SOON AS THEIR FUNCTION \ I ATTACHING TWO SILT FENCES HAS BEEN FULFILLED. SEDIMENT TRAPS/BASINS SHALL BE CLEANED AND REMOVED, OR STABIUZED, WHEN ALL UPSTREAM AREAS ARE PERMANENTLY STABIUZED. NE SITE CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OFF ALL SILT FROM NE SITE, IF IT IS NOT REUSABLE ON I 2 FEET n grOC SITE NE LANDOWNER SHALL BE HELD RESPONSIBLE FOR THE LONG-TERM STABIUTY OF CUT AND FILL APPRODMATELY 8 SLOPES AND NE SUCCESSFUL ESTABUSHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED (� FILTER FABRIC \ NOES OF FILTER FABRIC MATERIAL PLACE THE END POST OF THE SOIL AS DEFINED IN NE UDFCD, VOLUME 3, CONSTRUCTION BEST MANAGEMENT PRACTICES, MATERIAL SECURELY I TI FASTENED TO THE \ MUST EXTEND INTO SECOND FENCE SECTION 3.2 'MULCHING'. POSTS ` A TRENCH AND SE NSDE FE DID — �Nvnc�iFDNTH �� POST OF THE ALL CONSTRUCTION SUPPLIES OR MATEABALS USED OR STORED ON SITE MUST BE DISPOSED OF T I MWCpp %pR BAO0RL MATDBAL FRST FENCE PROPERLY AND MUST MEET ALL APPLICABLE MATERIAL SAFETY DATA SHEET CRITERIA. STEEL POST \ ROTATE BOTH NE STATE STORMWATER DISCHARGE PERMIT HOLDER MAY BE UABLE FOR ANY VIOLATIONS 8' MAX SPACING POSTS AT LEAST CREES IN RESULTING FROM THE ACTIONS TAKEN BY SITE CONTRACTORS, SUBCONTRACTORS, MAINTENANCE I �' ` RUNOFF I �J j TE A TIGHT &CCmK CREWS, ETC. IMTH THE FABRIC MATERIAL I 10 NOES �CWOW OF W H F WATT EROSION CONTROL STRUCTURES I C/ / (NN) \ APPROXNATE I ` I DRIVE WE BO I TI , \ 4-NCII BY POU TS ABOUT 10 DETAIL 12-1 I / I l 1 ND RS T O /- INCHES INTO TIE II \ BURY RAP DATE: SCALE: N.T.S. U) -r1 SLOPE AND SWALE PROTECTION I d II WATTLE DIAMETER, _ - - - - - - - SEE NOTE 5 SEDIMENT TRAPPING AREA (TYP.) U) J i 3/4' x 3/4' WOODEN I rrp TAKE (TYP.) I ��, s JDDIT STAGGER S %.2n� STAKE AT EACH END CO I AND A' LEN.LENGTH ALONG " ,�' ENTIRE LENGTH . F �,', , W Ct I a PLAN VIEW PI FVATION VIEW NOTES L g I. INSTALL WATTLES ALONG CONTOURS, FULL LENGTH OF SLOPE OI III W OR EXTENT OF SWALE. CT) JI�II F ,-I r AFTER A RUNOFF PROWLING RNNFALL TO ENSURE THEY REMAN U A S I T O U T R E A il 2 WATTLES STALL BE INSPECTED REGULARLY AND IMMEDIATELYLIJ WATT P SPAryNG THOROUGHLY ENTRENCHED AND IN CONTACT WITH TIE SOILICC (SEE TABLE) 03 3. UVE STAKES MAY BE USED FOR PERMANENT NSTALLATIONS WATTLE SPACING TABLE 4. INSTALL WATTLES SNUGLY INTO THE WENCH (4bEEP). ABUT ' ' I Ak ,ky��' ADJACENT WATTLES TIGHTLY, END TO END. WITHOUT ��W I 1 -800-922-1987 SLOPE TYPE MAXIMUM SPACING OVERLAPPING THE ENDS V 1-IALL SWALES 20 FEET 5. WATTLES TO BE e' MIN DIAMETER FOR SLOPES, 1Y MIN 7 4. 1X t i }>':: 4O SLOPE OR 40 FEET DIAMETER FOR SWALES ` 0 CO 4) V, S L I ENCE ( TYP ) �, CONCRETE TRUCK WASHOUT PIT U CO CONSTRUCT VET-TIC- TRACK IN I �' PROFILE z Y � , CONTROL PAD l\ / I OF 3 ' I ROCK O CO I CONTAINMENT BERM FROM xl-rI MAINTAIN AS RE IR D TO KEEP I PIT EXCAVATED MATERIAL 10 FEET SQUARE ALL ' MIN. � I CONCRETE TRUCKS NCR 50 FREE MU AND D i RIh W J 1. PR TO BE MAINTAINED MO GREED UNTIL ALL CONCRETE BOTTOM 6 MINPLEIm, WASHOUT HERE ! �T INCLUDING ALL FOUNDATION AND FIAIWO K. RELOCATED PITS SHALL HEFT THIS STANDARD. II TEMPORARY ENCE DI C II 2. PIT ro4CETEPERMANENTLY0EBR sENFDro ALERT OSED 5Oi ITS RLYLOCATION -il �I 3. SET CONCRETE ro BE BROKEN w AHD DISPOSED of PRromir an sre PER LOCAL, STATL *SIGN: 2' Toll x 3' Wide O 4. WASHOUT PITS TIAI MO FEDERAL ,T WE SEPARATED Ff4 A PAVED SURFACE MAY REQUIRE A VTC Pb Letteringll Post, 6"x2" TRAFFIC RO U GPI A C K I N TO PROTECT °,� ,° FROM TRACKING Of �r. Up (� CONTRO PAD D EROSION CONTROL STRUCTURES I I1 I DETAIL 12-2 CO RUCTION DATE: MARCH 2007 SCALE: N.T.S. - - - - - - - - - - - - - - I I O - IU) CC ZW cc ov I W co O SEEDING NOTES : OW tot z z ,� 114 weQ �, CD RECOMMENDED °/D IN SEEDING RATE O W -rl COMMON NAME VARIETIES MIX DRYLAND IRRIGATED Z I Western wheatgrass Arriba, Barton, Rosana 20 to 45 8 .0 16.0 SFSFSFSFSFSFSF S SFSFSFSFSFSFSFSFSFSFSF Sideoatsgrama Vaughn, Butte, Niner, ElReno, Haskell 20 to 40 4. 5 9.0 CC II ,,,,, ,,,, Blue grama Hachital, Lovington 10 to 25 1 . 5 3 .0Green Needlegrass Up to 30 5 .0 10.0 cc I Needleandthread up to 15 7. 5 15 .0 LLI lift Grenville, Nebraska 28 , Blackwell, Illaft — — — — — — _ _ _ _ _ _ _ _ _ _ _ Switchgrass Pathfinder up to 20 2 . 5 4.5 - - - - - -ASPHALT SURFACEBigbluestem Kaw upto ] 0 5 . 5 11 .0 -------\AIGIR 50 ( 60 ' R . O . WII ) Little bluestem Pastura, Cimmarron up to 10 3 . 5 7. 0 - - - - — I Bur: 8 .0 Bur: 16. 5 DRAWN Buffalograss Texoka, Sharps Improved up to 10 Floret: 3 .0 Floret: 6 .0 NYellow Indiangrass Llano, Holt, Cheyenne, Oto up to 10 5 .0 10.0 I CHECKED I DATE 2/5/2014 �. E R O S I O O T T L P L A _-_=_ 1PROJE T # ISHEET _= OF SHEETS Hello