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IV _lift # ' -4, ' ' - 4.' felt'•••• - v./ 2/1/ t j 1 i `' ! i J -e-2, -7/ / / ,//•,it / 7, Ir% / / / / / / / //12 / / GURTLER FAMILY TRUST -"').'"\‘`• r - 2. . / / /, r . / // •.,.,t•; .,is:.. :ins/; a•. /� �� /1' .‘ ////// / / /// / V,:4,44;;./•‘ 44'. ,..p. t.-: $41: /,-.12, / 7 • , "f' ei Wed re fr,tege 010 tr. /.4 / , , / // / / •••:4;.4.1.) C.p/I-40,.".21..., / lir / •:-• * // //' /*// .1/2, e •• \ ♦ / / /.. 1// 1 / /, / /' Imo/ / l// ./ • ,, �i 4 .. // 11 0 �. // /Jr f/ / / ////,/// // ft/ / /r ,„�,y` / / // / / ./ / t /_ r / / //, / / 4z k. . 't . . ` 1 ` ,�� % . ws—\ \ —. • f♦ .� P ff - JR. �J.1� t A j'• 4 ��• i T•.................. .+v�r.� •, '� O t t N .$ ..L\S - fr 20.,,rtS. . o f' pi" f� t T� Nil:. ".." te .t.Ate '1.5, 4 i f At 4 c'f,bi '1 41 -?: • li t N.\\N ,. .„., _,, . e Z.j V. • ) ti PS'tea. �vi �TJ,YQ¢' fir'''. ' 'a { • 44-• /4 kr. L t .. ./ e. errs �, l+ 4.11 .ep• ;' 0r , t -:-E- F, 1 AI 11 -- , , e, :It I ,,,k4k.,-- k I. i . ,4:.St 7 / 4,0 - . e • f 3.. 4i , . • - I i csitc,,, i i, ! • -ty /14./40 7 dr COUNTY R 'AD 30 -� . 1" V.*" i - '4. . -'J .. y _ _ �. }r l - SITE LOCATION PLAN RE-204 •5 Lore -- PIG LAUNCHER-1/4, I _ / ELXASTINC 3 SfRANr. ..I. WIRE FEW.; 75'x/00'Sl1RFACE FACILITY r EXISTING 5 ASrtANO BAR'd.9 WIRE 'FENCE ' I I �'-hi— RG LAUNCHED EXISTING KMG 3-6 PIPELINE - I I BOON 1313 RFC 02265458 .�+-- --- , — a' -- - -- i_ —! — EXISTING'CC Eyl5lING VALVE 511E r� '4' --_-2&("4-2-7482-4._---_ ___-- _ �,y��.Ar•04005,-..20;01---:<....-..----4:-.-i!= ! _ -- ! - 4r5• — -. PIP EL ttirre.1 -- Si53' MK Lf,15-0. -RE J 38.56 / .T° . 72—, S / r a . 1 =Igo {� Ili . - Y <- _ _ /,, / , 0 ✓% .e•1 / god` ♦ r .r r /' / N. /- -N 41 VS N PIP. NE- — ` t•> .- I`..l ��a m —,c,� _ I W>rIF�T�11 i �, tN[ Cdr Y \` `.\ ✓ y T I TT •e - w 1 __ i / / '/ ' C. //% , �Lt 4 ' E:tI3Nc WELL' \ - 2 § i c r_ I i / • .,.I �. ' / ♦I / 4/ t G6PTLER HI24-211' ✓ wmQ - 9 / �- � ,/ ,/\ (`J I Nor ai ` . , `/l//l//f/////�//I//% .4 .4t .4 //.ems/ // ,, �/ I/ ,y Ta a 4 • 2`0.000 OD. 140' D00 061 199' rc, 7 6' /' / X I 1 r / 0 -� f CIA STORAGE TANK N.. OA- STORAGE TANK :4 - / v. , 1 z IS / o 1 I .` �// / 1./ I\ Ls.I I i - i h • 1 •% ® r1r. '1 I f , lo /., a au i i IAFi / 1 1 9 L I DB' I 4 /,' a . t.. � / � , I / 1 IC I 1 1:::///^ Q ° \ �` L, . I �� ,' ,/ 1 pas t (/ 4 ,' 1 EX15fINC , ICJ'. \ \ ��/// �K'�,�� c -- / / A' a M/ 11 �w to 333-4 , V' ® ..i .v'_, `! ':r% // / 3' \ ♦ {� oCJ — ✓•� •ASBIAIi �/. ..I = / o �L .�l � B• OIL 4 L_JJ,. - i E. •IS L _ ,`i_L_ , ' - J • \ /' ,' .,v5 ♦ a %� / - 4 z " F \ KI -.. i I \ .p,/,1 Q w ....-...):)it' A .I i`.. \ -1 0 /i ✓ l� \ •♦ \ �, / ,I 4 '. I '5 /, A_---: \ C, W Q a `r ptai - _ o...Y_�J1� ;I1.G1 l l err \\ /,/ �l \ ' • / / v K J19 ; : % ,� rII) p 1C il lit % / J Pl?361 ;_ -� '♦� ,/ ,'// \\( 7 .... -t,_ ‘ / /i/ n, \-`\. I '_ I I/ / ��%/ I .�l/ 1 I ..�- r. .F I. ice ' \ \ 1 _ /- �� its/ .� n ifsin n ❑ TaAlw, I 1 1 1 i +F Ali m / / / \\\ c I ! / 1 J/'* x ��—,D Wt? f ti I i I - II i p}i \ / ,,,o` �n/ �iISRHG 4 i....47 t7AA ,; I 14•I ;'-�� .. a //f//////7/, / // / / // %_ //V/ / ////////////////////////I%�////�! \\ /l '� I kI H-` ass 15 �. _I.� _ _'.! hc 'S iAS1AE. - _ — �— — _ 2.f .1f. r i'_I' \ / r r, a a_ ..r I r I W f 1 Y1 r, � ,/ -� ( p , F` t,elr ` �6 �F--- II i I/ -r •• ` . 11 I eal \ 1 W £>F I'g. 1 ��">IG t ■ I, 1 I57IItt LP PIPEittIC 1 I C/) GLP I r. -ATOR I / , I I,, I . Q RECORDED EXEMPTION RE-4829 RECORDED EXEMPTION RE74829 I tit_: /J =.00 %:ew: '.4�-,ecL / - /IEISyi l� I , i„`',i' ( i w F_ W • U U Q SITE LAYOUT PLAN RECORDED EXEVPTICN NO . 1213 - 24 -- 4 - RE - NORTH ONE HALF OF THE SOUTHEAST QUARTER OF SECTION 24, TOWNSHIP 3 NORTH , RANGE 65 WEST, 6TH PRINCIPAL MERIDIAN A i COUNTY OF WELD, STATE OF COLORADO ��"`._ . I - ` •.n•♦"•rte-A Horn n.-oar el¢.•n-.naati Due:h. v;lawn A eornea S Nair, Wane e0 p.. u.e, 1/4 (r•FxIis N W coo i.gg1:le,atm tt..",01 Ynr< cia:. nl Cote aeo V. •a •. . WI.. CIF.no S ac(-Y2'Mlle en. •I. WOO DAS 01 WALK t»r•f0 441•. )C•6. .NW{tO6I_264a0e * 1 pc • . aP l e • Uea t a• trl r on a n< r r al)n. n I roe 0•a I a we:a. 'a A� 2673.04. ',a __,♦.r... Lh r. /.' ace(r• l0 0 3 V I na. 6+ Aen o-1 ;.. Moo a na✓ Olt O a'}•/� y at.......... -4. i r..rat-- a u" •y Roar n en .n '1• 'Y t 1< N 1 1 b•N ra Ov ..I.M G—_I..aa �_ � .•IL (ea1•ar-.taa _ - _— •/'/•Y n-••,� vl nn•' IS•a 11 lc,' a 1<. ',flingx' 1 6ieaOE uYW]Dflrl T I I — V 11101 Ca eK r(��f k71t j � �� r��..��»i �� _ 0 1 •� I Currcan•.ol 7o— M.+v. lar nMta ,< u.n�rr.e sl:...C I<.n a-Cxd ao.lo.<e ` .x1• I ♦ ♦ ' / 1 I I SM•m(CI c)+.•w•nnlnnr er Wro.m ene'wr• ..G sow 4,,.....,.....:,,... ...c r . / V' '.� }� 1 ( r' ROW-2.12 AC-4 • ! LOT B , ♦ 4 •, I I ♦•/ I i 1 Mc) w.u a•s•an<. 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In".c-"real an •a+acMwYMea aea1.•M In• Me at' D . 0....ens N.N M •ws nr+rill ri <.ra In.alai a ottro.•'a are smn.y e. 1•'Rona•'Cn.lr Cain,•vn-,....C rb•a tf Cs.at, u.,.n'{e1MeM Wert.:•••,none Vt. PP COM,MO.•M e.n.:a rate.,tat iaa.e' AO•76_ i .101 t• natae,a 10 c0C•sn... ,ae r it co,nen'• a.•, •�- �Jbf3.F�Y•aa�ii ' .. ad^• De..0 oroo wt eri.el . In. .. r , 1n•er ..m.all- 0.•I,el Cu<rreo,utn o-1n. r .t.,r.... •'a, I ry'FNO att ere cc Cowl•,W.a.r v'r<t r I.a ',tog n,r. e,'t 0 Pat •�Nulnr Ire re'?•.aw. n- as a rnr r..n« s a.n G r MS ROAR 8&311 ALUMINUM CAP STAMPED PLS 7'MTN am two•y r +ar. Yelp An phOM ow.YnQ-ntlY•rnA'4 ONna II Yla<n 526) 3 1•.Y Nat vine•'•n,Ir0'rvmgl ..:re 0iu'Oan num rn..l Ifr ..e.ewY ero,.nt.a Dm1'1 m m "......“1.9,arm- •v"......“1.9A'-el• 02 PRCPCSED GRAVEL MONOi uau:r tx.. la '.e.oleo 1....1.3 * ..vl. 111 rp C-•- . 'a c i• Par ry �y.° W1LLHR[7S(NG!NEEAIHG 3 2pt f saint� l� a( j �� L� f0 w/!*1/4 YCM3 4A TJ1.PUt 6th .a. I �o� • r.... a• COD COAT;PO I _.. • 't -P ^»I #It •7 - 4 USE BY SPECIAL REVIEW , ii LOT LOUD EC CU 6 zz U HOUSE I SECTION 2T ~ ~ SECTION 19ro PART OF SECTION 24 , TOWNSHIP 3 NORTH , RANGE 65 WEST , 6th PM , fHI11 °u5E HOUSE E I _ WELD COUNTY COLORADO In —I PART OF- PARCEL# � © N ' ® 121324400006 m o a o a CJ H CENTRAL OIL STABILIZER FACILITY I I� EXISTI \ G FIBER GPTIC � � INzi, z EXISTI \ G OVER - EA POWEP LI \ E li' l cin ~ j T 30 o PH CCR � I S 5(3\ 24, TOWNSHIP 3 NORTH , RANGE 65 WEST, 6th 20 Ld X Mg OP I 111 VICINITY MA>- P EXISTING � uRIE _ TELEPHovE x m R H 7P /15 I DORTHY K GURTLER TRUST AND ALVIN DECHANT JR 25% z I .. PIG LAUNCHER \ I I T RUSSELL L GURTLER FAMILY TRUST © SCOTT DECHANT 25% L .. T B ., J 7535 CCYINIY RD 49, HUDSON, CO 80642 TEN HAND TRUST 50% N n- , � , L — _ �. i PARCEL # 121324400006 PARCEL# 121519200014 w EXISTING 3 STRA\ � SAPCEC ORE FE\ CE 75 x100 SURFACE FACILITY -1 14512 CR 49, HUDSON , CO 80642 - _ X PIG LAU \ C ER EXISTI \ G 5XSTRAND EAR E: WIRE FENCE I - EXISTING KVIG 3 - 6 PIPEEI \ E _ - 300 <---- 1 -3-13 REC 02265458 I-- I DENNY W & CANADA SARCHET REC# 3794239 z '- EXISTI \ G VALUE SITE I 21581 CR 30, HUDSON, CO 80642 ~ X T I J�-G- � S ESM-T-RE 3- 36�5�6 / p�gg 4�g'L` - _ - I 02 PARCEL# 121324200027 ROSE ROCK MIDSTREAM CRUDE LP EX - - �" �'' '� ' � ' I� �i i /� ' i 4808' EXISTI \ G GIG / 01 �, / -Ali'}--e$ \ 1 LOT B REC EX RE-2045 PARCEL# 121324400011 - 48� i kjrtt- 0-4820// / -------/- - - = / I��i 4$ - - - - 1— — �� — _ s = 5 • 48p9 - PIPELI \ E " C �T� E -� I NEC,/ 1883045 © 23751 CR 30, HUDSON , co 80642 >- R �- -4824 .4823 - - - �� _� l / __ /A k1� _ -Di r / ��\ -/ -� �_ t' - - ` /N • L _ � LOT C REC EX RE- 4829 _ _S ING PIP IN-� - �_ _ _ _ _ _ _ _ _ i I DENNY W A CANADA SARCHET REC# 3928544 `� / I� �� i 21581 CR 30, HUDSON CO 80642 I_H r'� �i T - 7� ^ h P �,CL \ , / / / / / ' � 10 TIE - X 58 WISE � ERM j I / / ^III I LOT B REC EX RE-2045 PARCEL# 121324400009 H � 4 �2, ` �\ _Iq.821. I _ � \ / / / / I / ,\"� C . / ,� ( / \ / yip J I \ v / C � ' Ir I © PARCEL# 121324200027 NOBLE ENERGY INC w \ •_I ' I �`� \ !` 1 1 ) ` / /i I / R REC# 1883045 07 23759 CR 3Q, HUDSON , CO80fi42 1/ EXISTI \ GWELLI I . c_D \ J �. 1 ' II / /m / / \ I / ` \ \ ' \ \ // ' I / I / I I or A REc Ex RE- 4829 w v CO- J / (ire— I I i FLORENCE M NOPENS REC# 3956155 in ✓ 14820' y. v� _ - - _ - —L \ \ `� \i,\) �/ 7M— l I ® 14601 49 CR, LASALLE, CQ, 80646 1 GURTLER H 24- 21 I I z \ - - " ' \ - - - - - - - - - \ ~ v /� \ \ , / 7 ✓ / —I / ` \ PARCEL# 121324000002 402422 K GURTLER TRUST & I H NOTE 1 I \\_____ _ - ��, \ , o� V / I I I RUSSELL L GURTLER FAMILY TRUST 4 6 � , : : : GAL. EA. 1 , — = _ �a7ss'� ' o ® PARCEL# 121324400006 \ I w , CISCHARGE LLETS -_ _ - - \ \ \ \ \ \ o I / ��\� ✓ ...0 on Q � I I , \ I J 535 MINTY RD 49, HUDSON, co 80642 > \En O� ' , — R� , \ _ - - - - \ - - - 4> / <-) . 1\7477 4 N I / / tr I I Property Description : z I I - _ - - - - ' 25G 00C bbl 190 / 9>• I /,+' / I 7 ILL0_ Part of the North Half of the Southeast Quarter of Section 24 o \ l \ � �I \0 \ \\ \ - 250 , 000 bbl 19G - - 2C8 . A, STC RAGE TA\ < / / / \�\G O✓ / ' \ 9R 1 I / i I 11 \ `7 Township 3 North, Range 65 West of the Sixth Principal Meridian , \ \ 0 County of Weld , State of Colorado. 0 I s_ Cii - EXl DIA. STORAGE TA \ < 'c / Li ��a. I / 1 / O i) _ A/GB<C \ \�> \ \ Co �4jss, , '/, / 'x j — \ \\(.4 �\ ` / I n I X PLANNING COMMISSION CERTIFICATION x • re \ L _ '� 2) TRANS . P _ V PS o — e//eiQU \ \ A , a• \ _ _-_ _ - - \ _ - \ \ �� I / / r / ' / 7FLA E / 1 1 , �/ / I �I IIco \ I o This is to certify that the Weld County Planning Commission has \/ _ _ �( f 7 \____ certified and does hereby recommend to the Board of Count z ti I / — Y \ ��R. 4813• \ - - - _ _ _ \ \ / ` — / / I / 1 I o Commissioners, Weld County Colorado, for its confirmation , approval and a J LA,CT SKI : - ix \ b - - - - - 1 \ / /Vj� / I/ 1 / �1 I � �j adopting this Site Specific Development Plan and Use by Special Review 7 • • w --(Srr - - �/ / / { / , Y / as shown and described thereon this day of 20 a x 1 I — ° 7 n \ q \ ` rJ ` 2 / ` ✓ 4795' \ / I / — ® '( ® / I I \ ' / 2I I Imo o z w = — \ / / /'� 4> HA w Chair, Weld County Planning Commission I EXISTING , N / H ,, \ 1I I ( _ , �`/ T S y / .� I ,� N U wo � < MG I — K ` / I I ',Ay / / EXI IN 4 STPA \ d �r 'H ° I � x o r U — Q ' r� \ l \ , N 4 , 1 n/ _ zt \ gp,� / I�� r� I o BOARD OF COUNTY COMMISSIONERS CERTIFICATION o H 333 - 4 l K r' — fr 0 w \ l \ 1 \ \ r C eon / /✓ �a \ kA I BAI� ED/ WIRE FENCL I w o 4w — 1 I \ \ _ / I I / ^ rx \ Z r / II \ ' I � This is to certify that the Board of County Commissioner, Weld County, w ASSULT /`/ ~ ' = r e - ' �° I v Q \ \ 1 m 1, I ) \ I II I I I I I I III I I I I .ILL' _ �G �� ' ' '/ ' �� I \ \ j I q yCl/ I I I I Q I O Colorado, does hereby confirm and adopt this Site Specific Development / I w — �� ! 3� _ / I^\ i--- / / ,� or' o q Plan and Use by Special Review and Development Standards as shown cn ( X 8 G L \ `--� \ ^ , L — / = 1 EXISTI \ G WE LL / / � ; G `\ TERM / /�//�� " I_ ��`�///�� ///.,, / / / l / / / ` 4793 ' �\ \ ix ^g.� / / /. �I % w '`X IQ and described hereon the day of 20 cn Ag - w I G RTL R 24 — 10J o / /T \ ci3 \ VVV tx y / J ////// I �� I I = w \ , , I I rr SUMPS / / o, i \ 'V / r l / \ 's. _ w `� y HmH AS3U LT / T _ ~ \ GTE 1 J — . PUMPS x O \ C A\ vy. O ,� / /, / / EXISTI \ C WELL 31 02 / / , l I < o Chair, Board of Count Commissioners o Q " / — \ / / / _ �� I 1 9 \ \ '� URTLER 24 9J \ , �/ / y I ~ > ATTEST: CY) T . . / I s / / � � / / I O 0 H H ,r, d" 1_ PCn I wl)i —�� [� // I /EG D ' $ / / I \ \ J ; '— i / L �`"jA, I 1 /� / — r /� /� — ` I� 1 0 '` Weld County Clerk to the Board Q x rn b /cn DO 5 - / 1 a �� / - g1A /k .n \ 1 / / LC ) \� / / / -To 1 I oX BY: Dated: AH rk- 2 v v / v — 1( \ w / / — 4 VATER / J / I \ ��O \\ / / ' / '� / / I \ \ �� O_ / / / r \ I \ �� I cn I X- n Deputy Clerk to the Board c � � / - \ Q / I - � TA\ 4 / 1 I \ \ , /,� / I J J � I ' ` I w o w M / L I J w w — �� r / ll / 7 / EXISTI \ G WELL X Q PROPERTY OWNERS CERTIFICATION U R8 . S , . I \ \ \ cS \ , / J \ 0 — 4. \\:029c / I / I J / / GURTLER 1124 99 HZ 0 x X Jr� \ / En _ " • ` �' �p / / ��,�h ��// // / 1 1 \ \ / r/, \ 1 \ _ y 11 ��J The undersigned major property owner( s) do hereby agree to the Site i JH / f I / - j'® 4816 r ( I �f / 3G GAS ESMT ( I / / / sO I I III Specific Development Plan and Use 6y Special Review as described } H ` ) Cr) 1 A \ y/ C g _ Q L3 ,.. , X / / // = I / \ I r i ' — 31314 REC # 02267037 , 1\ 1 \ I ( / / '� �/ I I• II� � � ----- (f) hereon this day of 20 o x • ,. o \ s ILo _I_ Q ti - / / 48pe \ \�F '\� 'ti \ \ 1 l 1 J I J / 11 I o 0 U oX Signature Signature or reS N 01 I o = v x to ��ao.....��,,_'° m \ a C� Z ( \ 1 _ ` 1 / I Q Q\Q�� / \\ \ \\\� / / 1 1 1� Z ) 1 I / / cV�/X 5 � ! ' I I LLL o Notes: xH i-- /o N. I / j / f ' � / / % / /- ,71,r/ \A\GQ /� / \\ \\�� I I I � / C' ) \O / J / / // / '\ IIQ I 30 1 . Parcel falls in an Zane C, on area of minimal flooding, according to \" 7 1/ l / / III�� X a FIRM Flood Insurance Rate Map for Unincorporated Weld County, i _L / / _ - / 5 /f / A ( \ r\ p , / / r ICS I X Colorado Community Panel Number 080266 0900 C, Panel 900 of 1075, v>I m — VP 7L _ G . / / " � �G� / / / C7 00 � Z I dated September 28, 1982 r I A r � co \TROL %� _ \ m J _ / �° _ � �� / ) \ \ ) I ( / l ICI \ I 01 o o 2 ROOM / / _ / / / �\ � ' / I I � � / / IIYI I �� LL I / // _VFD BLDG , — / —` / / - / / /� / \ o 1 / / L z / ( / / I o w I I a \ / a / I I , / / � \� q ^ s lj I � rI I Ex X o %� '��' J / / / \ \ / / �I / T 'm�' �� GA / I ` III a cc o I Q w O / E\4\5 \\\\:\) 0 �' I / \ IH 1 / � ,I1 s mnr- o � / py / o V ��g / /tv / x BARBED WIRE} KI ox o _ [1- [1j , / T ' /� EXISTIN 4 STRAN / I X o I m n 1 9 ' N 1 , J � I I w / 4 o Q + �/I w w � Qm m / „ ( / / w r/cr I / // ) ( 5 ) 60C LO , 000- GAL. EA. n % n N / erk — i N J J r \ I / I \� l ` ten/ j \ / I 70 / FCzFND on /, //ICI' /�/ /// LET 3ULLETS . /// / /i►te f f1 A a :..�/`.� ,A E / I I / �� I �XCC \ / 0 I I _ I AREA LED FLOOD LIGHTSon / \ % ) / I I ,c AS ILT 12 �IL PIPE \ E t / I �o I \ TIE / O , Apo's\ o "---- _< o I g3 0 / 1 � ASEUILt 8 OIL PIPELI \ E I I I GRAVELED AREA � / � O1 � R w r0 ��'� �\ I EXIST \ C WELL — - - P_,� — — T - - - — ,— � — r — r I VI I oI� la H \ %. rx I P ` I I / EXISTI \ G 4 STRA\ � EAREE � WIRE FENCE /f/ i T \ ll GURTLER 1124 23 50I KMG G� S SMT 6t C#J38136561 / / j , l � I 11 O II 3 Li r ) A HE _ N ,� ( 2) EXISTI \ G ~, ,: f, x 12 z �� EXISTINGsTIvG �, RG , �� _ _�sEPARATORs � �XISTIvG ; P PIP `S �x ix M o � x GURTLER H24- 24 1 / i _ � SEPARATCR EXIS' ING GR VEL \ / L , P I G a iT, Lii RECORDED EXEMPTION RE - 4829 / o N H < COTE 1 RECD DED EXEMPTION RE - 4829 ' w / / — "ci / / s 1 > > � _ v \ / I V ( r N x > d N CO / 1O _ _ LOT C _ _ o n r �480Ti//q8o ii 48 8 �4i „ / U a / I X— // o / \ LOT A l V / / 4$°g 4 3 4soo i < r: 2) EX15T \ G cox N V x r / x EXISTI \ G ;� / —�� / 479 / r—.„ A\ 45 ` d- ` I 9 N I 1 I/ I I I / '. l / 4801 '4800'=4799'_=47_4799'4800 =4799_4798'479T�4796'- — 8795 4793 I ,i % 0 C o y L /( I `- / / / - - - -4801 '=480799 \ ' \ '�� 1 ) X x a 3 H / I I I CO I- m ,- i// / _ �J � _ 1 - - 1- - - - � — ~ \��4�8 ��4 � -� of / N N \ HI , 7- Y CO I- D Q O Z 6 "2 ' ' 1 ' - G L'�'U a m z a O 3 ( ,4LE . 111 = 1 Ii I 0 ▪ 3 A o E ,n NOTES:o REFERENCE DRAWINGS REVISIONS , ; , MAPPING C N 1 . EXISTING WELLS WILL � E CAPPED PRIOR TO OPERATION . m o ada-5 CENTRAL OIL STABILIZER FACILITY Z 3< Aca PLAT o 0 C REVISED LAYOUT MM 04/14 GL o4/i4 - DRAWN BY: JMM CREATION DATE: 10/17113 AFE No.: a Petroleum Corporation o 3 REVISED PER CLIENT DESIGN REVIEW MM /14 GL 154 GL 1 /14 APPROVED: APPR. DATE: CO e DWG. N0. TITLE NO. ISSUED FOR REVIEW 1053 —BY 0/13 o/ra oj13 = 10o• DWG. No.: 16- M-001 OF 0 JMM GL GL DATE CENTRAL OIL STABILIZER FACILITY SCALE: 1 V SHEET No. C a Additional Notes : VTC /WHEEL WASHOUT PLAN GENERAL EROSION CONTROL NOTES (VTC = VERTICAL TRACKING CONTROL) •.- 1 . Erosion and sediment control devices shall be installed prior to construction . CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES INCLUDING, BUT NOT 9" Minimum Thickness BASINS BEFORE DCOMMENCING ANY TO, SILT FENCE, (LAND CLEARING OR GRADING NLET POTECTION, VTC PAD, AC EEL STIVITIES. THE TCONTRACTOR ENT 2 . The contractor shall remove all sediment, mud or any other potential pollutants that may have VL Riprap (D50 = 6") heee SHALL LIMIT TOPSOIL STRIPPING OPERATIONS TO WITHIN THE AREAS IN WHICH THEY WILL BE �e`°sJ Reea : IMMEDIATELY WORKING. THE CONSTRUCTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED AS A been released to adjacent property or Weld County Right of Way as a result of construction for n\, e G ;•:•:.:.. LAND DISTURBING ACTIVITY. ALL EXCAVATED MATERIAL SHALL BE PLACED WHERE SEDIMENT WILL ,e =: e::::::•:=:::•. ERODE BACK INTO THE TRENCH. ALL TRENCHES SHALL BE BACKFILLED BY THE END OF THE DAYS this project immediately. WORK; BACKFILL SHALL BE PERMANENTLY STABILIZED BEFORE CONSTRUCTION IS CONSIDERED ;Y ; . . . . . . .•.•.•:. .•, �.•.•.•.•.•.•.•.•.-.•,.' COMPLETEcontractor sedimentother f t t _• -�••-•-•••-•-•••-•-••••• shall prevent or any rom en erl g � cen•: : ;:-:-:•:•::•:.:.:•:.:.. � 3 . The h i entering adjacent 0/J = ALL DISTURBED AREAS AND SOIL STOCKPILES SHALL BE ADEQUATELY STABILIZED AS DEFINED IN /L% properties, waterways or wetlands . �j�U ;;:;:;:;;, THE URBAN DRAINAGE FLOOD CONTROL DISTRICT (UDFCD), VOLUME 3, CONSTRUCTION BEST OI � :?°' MANAGEMENT PRACTICES, SECTION 3. 0 "EROSION CONTROL". ALL DISTURBED SOILS AND SOIL •.: ,:;. . o� 4 . Approved erosion and sediment control features shall be kept in good repair for the duration of Non Woven Geotextile Filter Cloth \110\ � � STOCKPILES SHALL BE WATERED AND MAINTAINED IN A ROUGHENED CONDITION AT ALL TIMES DURING CONSTRUCTION ACTIVITIES TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING theproject and continue longer if needed . ACTIVITIES WILL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT g PROPERTIES, AS DETERMINED BY CITY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (SEE NOTES: 5 . The permittee or contractor shallproduce and retain weekly written inspection records for all SDDC MANUAL SECTION 14 FOR SEEDING SPECIFICATIONS) SOIL STABILIZATION SHALL BE REQUIRED p WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED. IF DISTURBED AREAS OR STOCKPILES ARE NOT BROUGHT TO FINAL GRADE WITHIN 30 DAYS FOLLOWING THE INITIAL DISTURBANCE, OR BMPS and after significant precipitation events . All necessary maintenance and repair should be 1. VTC PAD RIP RAP TO BE CLEANED OF MUD AFTER RAIN EVENTS RE-DISTURBANCE, TEMPORARY STABILIZATION MEASURES SHALL BE REQUIRED. NO SOIL STOCKPILE 2. PUBLIC 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 completed immediately . EACH DAYS WORK OR AFTER RAIN EVENTS, AS NEEDED. SLOPE OF 4V: 1H. H. 3. WHEEL WASHOUT TIMBERS REQUIRED ONLY ON EXIT SIDE OF 6. Concrete trucks shall wash out in the washout are shown on plans . ALL STORM SEWER INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN WATER. 4. VTC PAD TO BE DELINEATED TO ENSURE USE BY CONSTRUCTION TRAFFIC HAY BALES ARE NOT RECOGNIZED BY THE CITY OF GREELEY AS AN ACCEPTABLE FORM OF EROSION CONTROL. INSPECTION OF ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF EAOFCH DAY'S GREE GREELEY NORK,SPECTORHSHALL, ATRY THERNTENANCE DSCRETION,ND REQUIR REQUIRE S PROVIDED ANYEROSIONMCONTROLLY. THE CITY (Th DEVICES BE V D \ J \ OT V . J 0. REPAIRED , REPLACED, RELOCATED, MODIFIED, OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED CALL UTILITY NO11FCATION WITHIN 5 WORKING DAYS FOLLOWING RECEIPT OF THE WRITTEN REQUEST FROM THE INSPECTOR. ALL CENTER OF COLORADO SILT FENCE INSTALLATION PUBLIC 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 EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AS SOON AS THEIR FUNCTION RANGE SITE: Loamy Plains Clayey Plains, Loamy Slopes tango HAS BEEN FULFILLED. SEDIMENT TRAPS/BASINS SHALL BE CLEANED AND REMOVED, OR STABILIZED, RECOMMENDED % IN SEEDING RATE ATTACHING TWO SILT FENCES WHEN ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. THE SITE CONTRACTOR IS COMMON NAME VARIETIES MIX DRYLAND IRRIGATED RESPONSIBLE FOR PROPERLY DISPOSING OFF ALL SILT FROM THE SITE, IF IT IS NOT REUSABLE ON Western wheatgrass Arriba, Barton, Rosana 20 to 45 8 .0 16.0 2 FEET SITE. �(MIN) I♦ ::: ::: Sideoats grama Vaughn, Butte, Niner, El Reno, Haskell 20 to 40 4.5 9.0 \ THE LANDOWNER SHALL BE HELD RESPONSIBLE FOR THE LONG—TERM STABILITY OF CUT AND FILL Blue grama Hachital, Lovington 10 to 25 1 .5 3.0 APPROXIMATELY 8 SLOPES AND THE SUCCESSFUL ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED FILTER FABRIC \ INCHES OF FILTER PLACE THE END SOIL AS DEFINED IN THE UDFCD, VOLUME 3, CONSTRUCTION BEST MANAGEMENT PRACTICES, Green Needlegrass Up to 30 5.0 10.0 MATERIAL SECURELY FABRIC MATERIAL POST OF THE "MULCHING". Needleandthread up to 15 7.5 15.0 FASTENED TO THE MUST EXTEND INTO SECOND FENCE SECTION 3.2 POSTS ; A TRENCH AND BE INSIDE THE END Grenville, Nebraska 28, Blackwell, ANCHORED WITH WM / POST OF THE ALL CONSTRUCTION SUPPLIES OR MATERIALS USED OR STORED ON SITE MUST BE DISPOSED OF Switchgrass Pathfinder up to 20 2.5 4.5 COMPACTED FIRST FENCE PROPERLY AND MUST MEET ALL APPLICABLE MATERIAL SAFETY DATA SHEET CRITERIA. BACKFILL MATERIAL Big bluestem Kaw up to ] 0 5.5 11 .0 WOOD OR Little bluestem Pastura, Cimmarron up to 10 3 .5 7.0 STEEL POST ROTATE BOTH THE STATE STORMWATER DISCHARGE PERMIT HOLDER MAY BE LIABLE FOR ANY VIOLATIONS 8' MAX SPACING POSTS AT LEAST RESULTING FROM THE ACTIONS TAKEN BY SITE CONTRACTORS, SUBCONTRACTORS, MAINTENANCE Bur: 8.0 Bur: 16.5 180 DEGREES IN CREWS, ETC. Buffalograss Texoka, Sharps Improved up to 10 Floret: 3 .0 Floret: 6.0 RUNOFF r_#7 _ A CLOCKWISE _ l DIRECTION TO Yellow Indiangrass Llano, Holt, Cheyenne, Oto up to 10 5.0 10.0 r CREATE A TIGHT /� \ ` -------------- \A\ A\ FABRIC SEAL (MATER AL 10 INCHES \� / \�\ DIRECTION OF RUNOFF WATERS EROSION CONTROL STRUCTURES (MIN) /� / APPROXIMATE • \ DRIVE BOTH �� \\� POSTS ABOUT 10 DETAIL 12- 1 \ \ ` / 4-INCH BY �\��\ 4-INCH TRENCH - INCHES INTO THE \/\ \�%\�%\ GROUNDD BURYFLAP DATE: SCALE: N. T. S. SLOPE AND SWALE PROTECTION WATTLE DIAMETER, SEE NOTE 5 SEDIMENT TRAPPING AREA CTYP,) 3/4 ' x 3/4' WOODEN STAKE CTYPJ \ V�„**) :0. r y ifi. CSEE NOTE 3) .:If?" Cu , STAGGER JOINTS M (TYP.) I STAKE AT EACH END AND 4' MAX. D.C. ALONG , ;1% ;; 1 ;, ENTIRE LENGTH LI PLAN VIEW Fl FVATION VIEW PLLJ er 1 . 1 . INSTALL WATTLES ALONG CONTOURS, FULL LENGTH OF SLOPE I L.,1 OR EXTENT OF SWALE. c Z 2. WATTLES SHALL BE INSPECTED REGULARLY AND IMMEDIATELY I g AFTER A RUNOFF PRODUCING RAINFALL TO ENSURE THEY REMAIN SPACINGa THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL (SEE TABLE) W 3. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS. WATTLE SPACING TABLE 4. INSTALL WATTLES SNUGLY INTO THE TRENCH (4"DEEP). ABUT CALL UTIUTY NOTIFICATION CENTER OF COLORADO ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT 1 - 300-922 - 1987 SLOPE TYPE MAXIMUM SPACING OVERLAPPING THE ENDS. ALL SWALES 20 FEET 5. WATTLES TO BE 9" MIN DIAMETER FOR SLOPES, 12" MIN 4:1 SLOPE OR > 40 FEET DIAMETER FOR SWALES. CONCRETE TRUCK WASHOUT PIT F<okk INLET PROTECTION PROFILE 10' TYP. ( .,'n=u=ir- 4 =ii_n ir- ,i=il�l n°u il illi� 1 u-a=il=u- I=II=II=II=II=II-II .=II=II=II=II-II=II- �I=I1=II=I1=II=1I=1I=Ii- -II=II-I1=11=11=u-�l- � o ��nl�ul�n�lnl�u�ln�lnl�,�,, 3, l� �ll� l� �ll� „ PRELIMINARY NOT 4A5• SO ' DEPTH SEDIMENT CONTAINMENT BERM FROM 4 VP) CONSTRUCTION PIT EXCAVATED MATERIAL 10 FEET SQUARE ALL H BOTTOM MIN . H CONCRETE TRUCKS �J►, _ :� `` \ NOTES: 1 . PIT TO BE MAINTAINED AND UTILIZED UNTIL ALL CONCRETE WORK IS COMPLETED, WASHOUT HERE INCLUDING ALL FOUNDATION AND FLATWORK. RELOCATED PITS SHALL MEET THIS STANDARD. WERNSMAN ENGINEERING NOTES: 2. PIT TO BE PERMANENTLY SIGNED TO ALERT DRIVERS OF ITS LOCATION , - -. , � '. .. 3. SET CONCRETE TO BE BROKEN UP AND DISPOSED OF PROPERLY OFF SITE PER LOCAL, STATE. *SIGN : 2 Toll X J Wide 1 . SANDBAGS SHALL BE SPACED MINIMUM 10' APART. - AND FEDERAL LAWS. on 4' Tall Post, 6"x2" 1011 42nd STREET 4. WASHOUT PITS THAT ARE SEPARATED FROM A PAVED SURFACE MAY REQUIRE A VTC PAD Lettering "'� EVANS, CO 80620 2. SANDBAGS SHALL BE PLACED AT AN ANGLE OF 9�� TO PROTECT STREETS FROM TRACKING OF DIRT. 45 TO 60 DEGREES FROM THE DOWNSTREAM FLOWUNE. : � (970) 353-4463 3. SANDBAGS SHALL BE REMOVED FOLLOWING STORM EVENTS FOR C' n "' ':. . ' F p kk REMOVAL OF SEDIMENT AND THEN REPLACED, NUISANCE WATER TO EROSION CONTROL STRUCTURES , BE DRAINED EACH WORKING DAY. 4. DETAIL 12 - 2 400 INVERNESS PARKWAY SUITE 400 BACK OF INLET MAY REQUIRE PROTECTION IF SUBJECT TO wlcceRos VVIII.BROS ENGLEWOOD, CO . 80112 CROSS-SIDEWALK FLOWS. U ENGINEERING PH:DATE: MARCH 2007 SCALE: N. T. S. J.WLLBR003) 7090 20097 NOTES: REFERENCE DRAWINGS REVISIONS • CIVIL CONSTRUCTION I A �d�I its EROSION CONTROL DETAILS • i I en a .GL Petroleum Corporation DRAWN BY: EJW CREATION DATE: 1 /14/2014 AFE No.: AFE— A\ ISSUED FOR USR 5/7 5/7 5/7 APPROVED: APPR. DATE: UN\ ISSUED FOR REVIEW um 'a /A .12/15 .GL .12/18 DWG. No.: SHEET No. E DWG. NO. TITLE NO. DESCRIPTION BY CHK. APPR. CENTRAL OIL STABLIZER FACILITY 16-FD-104 10F 1 / \ DATE DATE DATE SCALE: NONE t U N I LUG O 0 O Z w J Cn H II 0 a PIG LAUNCHER ' - 75'x100'SURFACE— ' `�- - -- •-.____ c �� i �-� I II EXISTING KMG 3 - 6 PIPELINE 4794 4795 47s¢ ; , I �; \ 48`1%048154504 4814 4813 4812 4810 48(5 4808 4807i 4805 4804 4803 ~ 60� ix �A% �A% kA% a19� k^oi`0 �,\o°` ��0� A�92 4793 j TREES 484$ 4s21 AO 4a25gaz1g92349124a2 481s 815 4811 EXISTING CIG 1 _,,,,,,e-4aos 4482 50 KMG GAS ESMT _ ,-- 0 -�--_ 482 24 PIPELINE I S° ---- \ -EXISTING PIPELINE S 7S I, 117' I 4. EXISTING PIPELIN i == sticy - vw I _, i.._ m 482 ___ i �� / /I LT, I [J .gyp ^ _ i1P� O 4a21 Tt / , -- Mme- y� � � I47 ,•.• . / /-/' / ,,• FG CONTAINMENTAREA 0e00 �; b Silo as+s 2 , = TOP OF BERM 4 1 . ' 5 tso @ B ELEV =4816 d�'' // c i z co o LT I 1 g% / � y Ilyl�� O�� y' / / / W 250 000 bbl 190 ' X r 250KTORAGK 000 bbl 190 I o - D 4 4808 DIA. STORAGE TANK 177 �% �/ , o O . 4810 _ FLARE / " I w / / ; " " • •I _a Am in : , :r GAS ESMT;. .1 30' / __ 0iel ;' 61314 REC#02267037 ;/ / 1)Ct n a • FF=4:9 : GI, t 1 t--y • • • • th , �'ii\\`\�� ' s I--J/ o• r�jr. , /,' , / , T1'll 1r 1 CI Z q X444 EXISTING CC z o KMG �. I;� � cc w 333-4 / _ P't � •I� — � //' ct ASBUILT - ' 0 1 rrrrrrrrrrrrrrrrrrr , �4 rrrrr rrrrr rrrr rrrr rrrr II rrrrr . . �, , , / I 0 0 �P ♦ • •.e n - v v , 4802.00 , / / CC w 8" OIL 2� _ o �W Z - o k 48oiso b e. . are . . , W U _._ - ECD 50 .'.• ' I CC ASBUILT ' 48ro.00 4884.88 O. . i w r 1� ., . — E ' ISTING WELLcc 8" IP ,� • `y f . �3`y __= __ 1 L o . - O �� , : G � RTLER 24-9J / ,/ I 'o z 48 64 LJ o i c• — 46\ \ . 0 _ 4809.55 :09✓ \ f \ / ,/ / /il & F g . 0 ,25%- 01b / / ; I w o_ ' 4687.70 \ \ /' ' / L i i I 1± I � 4808 ' �� j 4806.25 / EXISTING WELL'I 50 -1 • • • • y,,, ' 1f �,,,� .480950 , ' ` \ /' /' / /o • °i do .�i .O* A \ : GURTLER -I2 t--99-99 ,IZ 0 f I 4818.5 ' .•:aro0� `V - . l / I L4I CS' / I- - - 4807.7• '' / A \ 0 / / I U o Ll �l k\\� \ f i/\kw / • • • �d •• , `\ \ \ U1 / J ryb ; fi o 2.3% _ _ _ Q Q / ;' \ \ 30' GAS ESMT ; I w b m 11 TO • : 18so °� 4ezo.00 - r \\ \ s� 0 // ni 30 EXISTING ROW CD z l 2 _ _ ,� 4793 / CD —a-130i3 lat a F =4821 . / , , • • v vvcil If i m _ _ / \\ q BOTTOM OF WQCV z 8, I II I I I I I I IIIII 11111111111 111111 III III IIIIIII POND = 47ss In OAS ATE o o r = " FF=4820.P 1 t QI u _ 'ffi / A 4794 / / Z_ a O oo s Q/ v WQCV POND ELEV = EXISTNG GRNI EL / et © � :, / 4 I / i I Le) I tot� 4219.50 SWA • i • ' 4805.00 1 ! iV •5 ..•\9 4 • .5, / / 170' W• % r 70 rL .,. ,7.75 �' 0 .5% / .480->00 \y F ` p 46 L50 k A4 cn \../ a818� / . . X I '�\5 .x . ,3.26 j �� X a}QV / % �� O VI 48 .00 18 .80 k' 4806. i 4208 \ \ .• / a n I Ice _i o Ca8n.5 \ 1 .3 0 4808 ' �� e I ' ' ► P LLJ to TIE --I�� / e w ao / -� IN >� / / - I D r z J x p P Q 50' KMG GAS ESMT cd• , i ; o N CO w `` LLo 9,20 h M ^N 48j7 / �' 48� I—J XO.9 cfl0 `90� CO o, d00 • gyp^ 03 n 0$ ^ I Ao'� n� a\ ^4N v / / _ d' N � - -- I ILL } I tO lamp a* w m wW V. //�' / / / cfl m v v d- `I' I a v / d I+� w \ I / V /- /� -. . . _ u��_ - - - - _ - - / .- / . . _ I IMl 1 O o: o_ 3 w 3 -o z o 0 w d- w o! IR- 0 0 z 0 d L J Ni ' - $ TOP OF BERM ELEVATION = 4816 N LL o o t- PRELIMINARY NOT Z li 1 FOR CONSTRUCTIONrn 05 4 4 WERNSMAN ENGINEERING i W o X 1011 42nd STREET / . a 0 1,11 - EVANS, CO 8O62O yCONTA NMENT S DE OF BERM (970) 353- 4463 00 ' o 00 ' 200 ' Z ELEVATION = 4806 BERM SEC B-B g 0 -CC S ' LE . 1 "= 10 � � 0 F NOTES: REFERENCE DRAWINGS REVISIONS , : , CIVIL CONSTRUCTION LJ N ,_ IAl SITE GRADING PLAN .., Anadarko U O C ISSUED FOR USR EJW 5/7 GL 5 7 GL 5 roCorporation DRAWN BY: EJW CREATION DATE: 1/14/13 AFE No.: a B REISSUED FOR REVIEW Petroleum c.� EJW 1 /14 GL 1 14 GL 1 /14 APPROVED: APPR. DATE: o A ISSUED FOR REVIEW EJW GL GLisi 12 18 , • 12 18 12 18 CENTRAL OIL STABILIZER FACILITY DWG. No.: SHEET No. C DWG. NO. TITLE NO. DESCRIPTION DATE • DATE DATE SCALE: 1 " 100' 16- FD-102 OF II I I I I G 'I --- -- - rs if - 1 2 19 818 1-1 48 4815 4 813 4812 4510 4869 460t 48071 3 4801 p0 ^90 \g0 AO� 4Q) 00 �9a ,�0 2 4793 4794 __ 9 i i -- I! 4795 , 482-1 8826032-54.6•2,460-30:2-9- ps2 48 Q8 4 48 16 481 4 q$11 i 4806" 4805 4.804 480 4802 _ a _ �_ : 26 SF SF S sr SF SF SF s�SF—SFsF—Sr—SF— SF sF —SF— —SF—SF�SF —SF—S SF—SF — s� -e ' —SF—SF—sF-sF-sF-9F-sf- - -rn�i W. a I•!Ih ��\\\\ 71 E 5 sF—sF—SF—SF—SF—SF—SF—`�- - - - + 4%24 —$—SF—SF—SF—SF—SF—SF—SF—SF—SF— — _ .-,•a. ' --^^— - - - -- - 1\\\ — 3 \\ V // e 2 / �/ I I / Ci ' 821 '4420— a-f/ _ •-`__ r / / 1 y _""-mow•—w _ eWYim.,,t , / / N ' 820 �__ _�� _�� _____,......a_........, —��rtt+. .6 Q . �� I a '9°e Aga ' / b' Additional Notes: III / x48 ..60 4812.60 1„ l _ _ /' % / / / A8'N3 f ` - I % x 3 .IIII B /' / / I 1. Erosion and sediment control devices shall be installed prior to construction . 4.: a. 1 ,' / / 4Li I ,.• " 4' ; - " AW WATTL -S I Iin / 2. The contractor shall remove all sediment, mud or any other potential pollutants that may have / �� II � / I been released to adjacent property or Weld County Right of Way as a result of construction for :: IIII _ ;' / this project immediately. Z • ..� �Ii 0 II II • " STRAW WATTLES' ,/ I�/ I 3. The contractor shall prevent sediment or any other pollutants from entering adjacent o •- —• / IIII 4808 ;' /1 r N properties, waterways or wetlands. N •� _• 4810 rn ,' IIII .: ii :: .: 1. :: .� . / LS / C 1 „ ;, II , + I / I 4. Approved erosion and sediment control features shall be kept in good repair for the duration of Cr M IIII . ,. r. 1 . . . . . it � / I L - 11 .: :1 2: i; 11 •; / /' // I / I � � the project and continue longer if needed. z am Iii y �• ,tlll . 1O06 , doe°6 }� 5. The permittee or contractor shall produce and retain weekly written inspection records for all 4 I FF=4: : VIIi '� c°• BMPS and after significant precipitation events. All necessary maintenance and repair should be J I I i g p p p m F—. i f IIII \ .•-` completed immediately. la iI,II) _ ..... _ / / / I 6. Concrete trucks shall wash out in the washout are shown on plans. W / / I x II _ .._ W / Ir �A' II \ riiii� . . . _ �� / >h W ssi _ � , i ll " t. : F _ I - '4_. =mac - :.z...� r h I ;p .P II.� ) I•* O - vV : .A 4802.00 -r" .- _ / I //1 w _ o 4801,50 do �� v / j III » �( A�8 ..00x4809.00 + �x ' :v .7 . 7w-sr- SF-sr.-SF-SF SF-.SF-SF-SF tSF$-SF-SF- I y I1 '�, 5 -__ . Lr'i .. IIII J / i ' x 4B2 6 . = III 'CI - - • • \ \ , ,n SILT /FENCE (TYP ) o - - `;,' 0 x4809.55 , : .9.. \ \ / ,/ b. // % 1A5 14' X U' X Y" Tile •. \\ \ ' z I / / I o i1 _ \ Tl.Q._WWW!W7T: 64 i 0 1 _i__aa_ TYPE "L RIP " AP �• \ \ ,- z 17i / / In •D e e � Tak'. . .. D50 - 8 \ \\ %' I / / .: ai 50 - �' A - - ° °_� ° r. , . . X4804.60 AV AV ,i ' / v I / / AY ° LW: 'X 4810.5% •: .9:00 18' CMP W/ FLAR I EN. SEC .NS \V ,/< ' / / I W ,, „ • : • INV IN = 4807.15 \ / / / / ,� • =,_ . .. - - I. ,• _: • - INV OUT = 4808.25 V , . n� I / / a '20 ° . , '. • .. ,. _ , :• L - 90', SLOPE - 1. 0% /,t\ , \ t I ,/ V />/ r / I � � - - + 4 4807.7. ,K V � I / � a ICNl7 • A II I •' : i� A •' A 1 \ \\ 12 STR A W,/ TL11 / n. - - C• rMAN NTLY RE- S : EDEI OR COV'1 RED WITH - / I / ',° •r♦ ' 0AD- : ASE I / D I �4P• - . ,' v A / : it / / o VI 14 :1 4820.00 - ' ran mu - - ,/' . ' \\ \\ - - I IN / / ca o F -. \ CON I RETE WASHO T A. '+l A ,y . 1 ; \ b / rA BOTTOM OF WQCV I / W 8r• • • , POND 4793 IA I t.- 1 A ..../. 7., \ cp A / I ' F=4820- • 7 �I I� �� 4 -•s G 1 STI A ATT ES v WQCV POND ELEV = f I LI_I MP i ' 1 ' ' X i6' X 18" THI • . �9A• Ifi I I 4' X 16' X 18 JHICK % 5• ° . - ;�' a \\ ., •\\ ' 0, 7h / it O � x . :.19.50 TWE L RIP '. P /+ 4805.00 , ' 99P v) .50 - e 050 = 9" / ., • cA \ 4-,71.448 � x4 :• .b / / / IIIIII tagois >i E / m 12" STRAW WATTLES �. __ 48o-1Do vv . v \ / s- 48 L5E) . x .4818.7 . : . ,att.. ...... . +we .r , AV A / I // / �. , '� WERNSMAN ENGINEERING ....v- •a -�.�'�- ��a� 4808.0 iIlk ----------�-� -�- m t - -----g�� I / EVANS, CO 80620 xt- _ r• w/ �. . scn9 s —� �� / R'�. N. Ec�� - 3 Illan 1011 42nd SWEET —�� _I 13 / (970) 353- 4463 a z z yy.. ¢per .P o ' co •- / / m w Go 1n 4/1 O —SF I,• r —SF SF—sF • —sF— .: SF—SF.-SF— �,� SF-6F—SF— ' SF—SF—SF—SF—SF'.4SF—SF—SF—SF—SF—sF—Si"/-ToF1 sF CO • • •.•, --A Sre-SF— sF (r—T'SF—SFBSF— , - SF-4 SF—sF—sF—sF—SF—S SF—SF RAF—SF— •; -. •• Sr;"— Q SFILA4SF—SF� SF—SF—SF SF— A�� SF-5( sr— , -SF- , —SF-, / / N, Vn- d- d, - - - I o 2t a \► , N FLARED fND XC110N (iVP.) W 0 1 A RIPRAP 4V4re Ui lib .- FABRIC y PRELIMINARY NOT ; 040544 yado 0 /•N a FOR CONSTRUCTION v0 "re .-(�.�y%A.yj_�`.(�_._.‘" 4.1414SOSA Saha SEE TABLE III W •�I`I�I\V��; ��V�� TYPE II BEDDING H- GRANULAR N ' RIPRAP AT PIPE OUTLET a Iva. O W W II c a _ -a ./ TABLE II c' z GRADATION FOR GRANULAR BEDDING C TABLE I PERCENT I.BOHT BY SSNc SGGARE-MESH 9E0£ w /`' CLASSIFICATIONTION AND GRADATION OP ORDINARY RIPRAP E ch 5 EX U.S. STANDARD TYPE I COOT SECT. 70101 in II COOT SECT. _ SIEVE SIZE 70109 CLASS A 0 , a (INCHES). 1 INCHES -- 9.-100 O CERRRAP� % 5512E BY HAN NHSVEN pMEY INTERMEDIATE IA E(INROO< 9 a a TYPE VL 70-100 12 1 1/2 INCHES -- --- IL-) S 50-70 9 B/4 INCHES -- NF90 CV R 6.. - i 35 50 0 0 Z / 1W L 70-100 1fi p/e IHCNEs 95-100 o-Ip fl L 0 50-70 12 Y 35-50 9 in 116 45-80 0 - /50 10-]0 - N CO O in M 70-100 21 O / 50-70 15 ,100 2-10 o- p J5-50 12 12 W 2-10 4 #200 0-2 0-3 _O i Q TYPE 70-100 XI '3 50-70 24 I° 35-50 18 16 TABLE III / K 2-10 6 THICKNESS REQUIREMENTS FOR GRANULAR BEDDING o RIPRAP FR, NI 70-100 42 PERCENT WEIG.it 8V PASSING I 50-70 33 SOUARE-MESH-MESH SEWS V COMPACT RACRFlLL \ U.S. STANDARD SIEVE 512£ - 24 TO BS% SUNDARp • • SrW 24 FINE-GRAINED SOILS COURSE-GRAINED SOILS*. Z - 12" MIN. ...S,� {• ♦ • z-10 9 M(6 — 12 w.) TYPE TYPE a TYPE u / F PROCTOR \\ v I..,.,,S • 0M - MEAN PMTCAL 9Z£ 30Z (ay pI TOPSOIL BY Wf1GNi, yL(p fiIN.), L(E 9 IN.) 4 4 fi (n )76.4141$11; I�6.4141•�I 1; I- OM( N. AND L RIPRAP WITH ]O% (BY VOLUME) TOPSOIL AND (JURY IT C0- W- �, a 1 RNfill4EW ET INCHES OF TOP SOIL. ALL N9tATON COMPACTED. AND ' 1\•\YL/,/ A�t�t�ii�� A�� «EYEGETArEn. M0150- Z_ W ' _ • • • • • • • •. • AO :• "0 Q nGENERAL NOTES: *Kelm- 24 IN 4 6 0 Cr v/��%%I vN/Y4S` I. FOR CHANNEL APPLICATIONS REYUR TO THE MAJOR DRAINAGE CHAPTER 6 THE URBAN STORM ' MAY SUBSTITUTE ONE 12-INCH LAYER Of TYPE II BEDDING. THE SS1RU STRUCTURES . 0 W '\\�\ jM\�\�Q DRAINAGE CIEERIA MANUAL VOLUME 1. FOR RIPRAP 5➢NG. ONE DYER A TYPE II BEDDING SHALL NOT C PERMRIED Al DROP STRUCTURES. Q -I f'�%HC 1 \�\' \\' 2 FOR CULVERT/Si uR SE'AER OUTLET APPUCATONS REFER TO 1HE HYDRAUUC STRUCTURES IRE USE CIE A CW9INATO! OF FILTER FABRIC AND TYPE II BEDDING AT DROP Q H N % CHAPTER OF THE URBAN STORM DRAINAGN CRITERIA MANUAL VOLUME 2. FOR RIWUP SZE. STRUCTURES IS ACCEPTABLE. / RIPRAP DEPTH, BASIN LENGTH, AND BASIN WIDTH. N Ca SOIL " 4TITY PERCENT OR MORE BY AUGHT PErAINW ON THE t1O SIEVE. t. LAP ICAO °Lilac C 0 STAPLES FILTER FABRIC NOTES. RIPRAP INSTALLATION w E 1. FILTER FABRIC MAY BE USED IN COMBINATION *MR TYPE Y 3 FILTER FABRIC PLACEMENT AND LAP DETAIL IWO (LAYER DROP STRUCTURES AS Ax uTERNAnvE TO A LTER STORMWATER a z Q 2. FILTER FABRIC SHALL CONFORM TO COOT S£CIFICATIONS FOR CONSTRUCTION n c4 cLASS A DRAINAGE l£01EXTILES - ₹CPW 712. DRAWINGS U NOTES: REFERENCE DRAWINGS REVISIONS I . , CIVIL CONSTRUCTION v) EROSION CONTROL !a, ada cA C ISSUED FOR USR EJW 5 /7 GL GL 5/7 DRAWN BY: EJW CREATION DATE: 7/14/14 AFE No. : o B REISSUED FOR REVIEW EJW 4 GL 4 GL /14 Petroleum Corporation APPR . DATE : A ISSUED FOR REVIEW EJW 12 18 GL 12/18 GL BY CHK. APPR. CENTRAL OIL STABILIZER FACILITY 16 - FD-103 O12 18 DWG. No. : SHEET No. w DWG. NO. TITLE NO. DESCRIPTION E C DATE DATE DATE SCALE : 1 " = 100' Hello