The URL can be used to link to this page

Browse Search

Home My WebLink About20141615.tiff it �1 �� 23 W - _a- ot • • y '! t - 1 . t • -... ilfe .' TI' - ♦ i ar I. : - of -air-- l ~ —-' -� -.i• - _ a j—' • _ 'fir _ - a II 4 iiiiessit iii - ilk -- i _ +rte ; 1 r A B. �` 1r J Q -=. illill is _ = CS us 0 -"I"' -e. 4_ :': -i7.: -_-_::-,....-.. i .. CLI ss- c , _ • CL a col 1 t � ` f _ on lir craCam- I _110 .. . It; . 11 - §..cam 2 . iim a11 .0 ' d.'. . 1 gr 0 I rzc 1 -le- 1 -•-.7 .. 116 1 Cal ;jun od 0 1 �C --1 o — i -- sew— - act J_ ' a CO 0 tr lair. Z I1 y. — ` I D- 1 D IF-t- ' 4 t alai"VA c - •- c•> u. a • f J l . i CW' o0 U U _� _CO r' a asi cf.�"J r U7 f1J .32 in a_� ac - -�� 'r'iM � • '7 1r - 111 --a- �1 'ai on an tat 32 a 1 -- _ ��. -c _ - �� - �� • fri • 0 Itiii.. . t 'Otto j ' S. iimeti. • — -�. ems, `Illr .-.a _ - N._ as as a x - Mn EP � _ • R • r . U :. - r d = of - . 14 0 Q fie - Rf 4 c. re a — u 8 e e war il C r.$ me — P ti - S 0 3 1 9 - Na a S g w ZE F 0 c E ..z iar jr ¢a . a a., tea ,#� _ = jri W V rrr� ill _ _ a J._ 2...- J J .. J J J a rim i a- t. 00 y_=_, • ,. ._ _ -a-. oh ' - - sad gior o .. - �� _ 8 a .tea I j' -0 00 s .. i' iF _ Far-"Aleprei .:76-46..- ‘...iii..... _ . • - .... • .: -Ira: I _ r - - :-":1: In.; : - -ia. :lila Vs _ T _ ti - 1 9i 'II; ¢ d irte W ♦ _ - ti I - 1 . . y _ _. Q S f O n^ O w Z • r SS po =li II NS o -r ip lae CC' ye Pi eletil r In lie0 ,,Jr5 i . - a LY J • R Z ty Q 1 1 I 1 1 a: ..7. . C,:..: Ri a_ya: . zAza-- IS Cc �,.. tea,. NAGCL OCNN'S O •o3n3IQiCC3 OCP MtOSTRGAM �P •CSnSCCGC]3 "413113003C33 •o�n3Aaaaa2 aCMAc3C AL NG ocNNIS w Kerr-McGeeIXCIC ' javc4., to ' 3nsaaaoa3 -ANN at • Kerr-McGee i - ANADARKO CWP CCM 0NC" LP v3 !1o2aao• A CRAINAiC CMAALCS '2 ' Cm000' 2 i ' h ll PI i'P'N"[`aAY PAZ Pei S c.LC _ r '2 " C7QCCC' 7 r l 1 ` i ) ( i9909 03 377!4311Y ld sort-srs SNYA O (0261 ZOO9 OJ 'SNYA3 o T.--OL9OB 00 sus A3 9C HOM SC8L1 133816 Purl Slot J , _ / ` on/ �o.�o� elec. juawaBeuen sigyaign NYWSNHJM 3431$ _ ) crepung MwwPuv7 _. *la', NMYtfO O)1JBPgUV ONIl�33N!0N3 Nt+WSNHBM AI 'a. Luct u¢ n k- 2 S 5 e Il-- - I ull- `^qqS� ` nj ui2iU' iaa —V I M IT 1 r 1 lI KI :r Al n: (��- _1 J Z 3u 1 _ - 11 U rr e, a Crnn Cr an `j'i I14 _;*_ 31-6 �< r { n n p e In it . .v v L. - "' m n ,,� - ' _ 1` -Eill],: I O. NO CO OSm 7R I i O O.(D (O ..ND u v - d in in N N d l 2 I IvaviL 1..; Q gi !:*- !i - 3E 'i° I N 2 a� ccaw o a I I D J • d • g • r1 0— s Q'. N � I 6 c s: • ;-_- ,/, u w r w U '-° o E W t I1.1 8it l • a co CL _ I I Z rviiimis i -_ • II 1 l ga I J �. 1— L) IIiZ ti3R JI ; :. I Ji FF b u, a. 11 p If r �___ .-_ --, r• I l 11 I 11 i f1 I 1 Is 1ii ilL I all t i_ I . II I , 11 is ) s ti - I — ` tit ry ' 1111 s i . ,av �• e0 O.U. '00 Op 00 00 00 . m s a ••_ C}0 OO 00 00 00' 00' U u v I •� d ¢A ie •i o0 0+0 0♦, 00' '♦' 0♦0 w lrii OQ it III !Si g ;II g i i a ` W -1 " n ui di a % ooDooDoo / I :rv,'M1•I'w' � )4:.<'VpG>;,T,u l.y . .nir<` .Yi . / I :..1),:.: CO \ ^ r Y. }_;, \ f,'FIM♦q .if'�,I n:.ry4i J :: .. ^r . i}.��\�.� •' _ __ — • \.4_y .f. L . G...e♦ r :. J!r''`` .I:Jy;..L� 1„ y. .. - • / / T .,� Ij± _ _ eE • r_ O- - QWI/ __�_/ - I r{.. « '\ c , r:^ . t. : . ._..-a . I . . . ..x .> k :n i> a. , > . .1 > r> _,4a. , < d r :.P. . l n\L - . «._o. _ .....v t. -r rt<., , ., c^. __ __________ y Y ♦ , ♦ i . . .. .:Y ♦ .. .. ....1} . \. > r ,. r ' .♦ ... : � .: . Vv. � :. . L. , . . t { !' .. :, I _. f a. Y :�'. rW. r '% L � O A [ .. a. 1 rt< .. M1 3 ♦ . ,, ... ..... y. .. .. A .:. l .. A .Y n J . _ n r 4 : �... yif fLY({ t . tG :. ♦: .• nn 'ni, 'i" ' 'I ,.BJ .i.--- .1..- n. 1 1 x I .r3 -. .. x 4. ♦. i � . a.<1M1.. ♦. y + na A , f !- ..:.?f :...r ♦ Aw ♦ t aun.I,n ..n. _ I .._n < . .. . .r< , . ... M .. . . ? , __ _ _ or. .r ♦ '♦..,.: . u sN'ti .a..: ru C r ..Y .. \ .. . ., ..._ .e•4.. . , .. . t M1 ♦] 1 .. .. .. .... . . .. —. o r _t I : ♦ __r' .. . . . , utm Y , rr.... > 0 ::•.r.. . . 'r' _ � . .S. ____ _ — i♦—FY4•._Yi?lAwr.iiY_w.^�aw.T'^�' ,f2S�,r�.lil!"r:V - w\. . a ,r .. Y\,.♦.n1 a . . , . .4 r , 3 lJn . l b. . � M1. , J ]�(' �RN . . i n I e' l . . . .. . .._ . J ♦ 4 .. .. . .. w ':_'I ). . iaL AI :_L: .i .. i : ...rr4 iLiJ' fn 4?.wiY:1L . TT^ RnT^ .S•S \ < ..:Y... % i / t .. . .. . a r . . , n .. .. . ^ . rw�Te. . . ♦. . / , b:.'. r A._.... ♦ . . n. 1 . .'.SrL7. : L. of 4♦ .I _ .Y. ..rif .," .. . .a..♦ _r.L I .�Y' • Y�lat.\If . .. �. fw_ 1 IM1 Sr , I .> _.«. I Y�LJ�i�YiCa^-V, .. . a.. ..T T5.'A`.•J�i rT5r -. -. :.�. •♦ rv.y Y... , _ _ „sue—F+4k www .♦�:.+bawPr,M.�. ael qx+_r—v:�+tr+c """t YYy n. ( r. :. . n .r • t �� "uf . y: .. . h 'vwA .. . M1w. • _ _ v • -. Y Y • Y-• . Y • • • Y_ . Y Y v . - Y i O 0 O O V o V V V V V L V ! • ' d o p • i • w Y _ Y • Y Y . ,� • •��" - - _ - 1 . ! 1 . 'wl _ - G - G - G - G -G- - G G - G _ G ;,...<-7—_-->,.=., _ c _ _ _G _ _ - r - G - G - G - G _(, G _ _ -G - G - G - G -G - G _G - -G - G -G - G -G - G . _ a - G _ , _ _ _ l, — •®® ® ® ® ® ® ® ® ® ® ® G G - -- - G - G - G G I m. 0 2.i ,. c G c G G CO � ,. � i. I ,» W r 1 " >i . . 1 I , LEACH1--m•s OCeOO � : GH CE 60 W � L3 �Y/ „ / 100ft CC \ C �A GE \ CY \ FIELD I "74%444 • ' DIA / ( 5 ) 48 CVP CCU \ TY POW C I ,°' 4I I 1� / CULVI- PTS ASPI IALT PAP CI \ G PAP ACCESS TC f 001400 , LCC < VD E. � . TC \ i v +++ �\ PARKING E ., T ,_ Pl- 3UILDI \ G \y Zoo r-- B I a11we1 I . / U . \ . C . H \ TIFF SITE TC HAVE CPAVHL SUPEACH -- I 5 " CVO - - O+O�O+O = N _- — 0000 / / I111 ! ] tl � l T - � QQ � QQ CI I �a1 canoe i CULVI- PT N N • • r. N Oa _ DMMpHI w w I ` iDAft % • • • • AXTE \ T MATE { � { � { _ { _ { = N / ` III o? cage lll�l � \ .. � FTE \ TICV D0 \ � TYP LT POLE , mama I camel ! is e /� � /r l// //� /! / �/ i i / � � _ , J„ ., N M N •N P • • • i • • • • • • • • Y • • • • • • F !�.MEW MMMMM il / I. F �� / �� / • • 1 ..141 wy Nr. „, S i. • Y • i Y Y • • • � • • • • • • � � � • �� -- . 40 ' nemen I BEN a G GAG _ N• N_ • • • • • • • • • • N� •/ WATT WELL s 3 IL� 1 \ GS TC 3E I 00 � ► Z IIM1 I P VCV (TYP ) TCW P 1 . I OO •{ I { PPGPCS 3UILDI \ GS CI I HXISTI \ G HT, 9C1- OF OS ® { { . Co I ' Is el G PAV P MATH DIAL PACKS TYP d TA C STOPAGE TYP TYP LT POLE vP LT POLE / - SSG cilliltiWO Id - r I - I• . ' -- ----- .ur r � { { I t •-•• *SA*0 e as 11111111 U r - 1a I,At CC \ TAI \ P �' 9 L . .if•in sea •ut 1/� _ 3UIC1 \ GS TC 3 � r-T ST � AG TYP 0 CO r / ' ��\\V iF / / I _ �, .. % �� \\. � F VCVF D (TYD ) I C � � � / 100ft �� 100ft �\ �• tl "� _ � _ . . .�I � OOOOO 0000000 9 9C 9 �- ❑ O � � ❑/ {• pI • • . O] ii Ij yyrt� p❑❑ ILL'� I U T \ DIA `\ DIA i in II�lil7 CDLBB � � � ;:_:III ❑ OI� O ❑ rapt-if-1361Wvv _ I T '• G A p SHACK •Fr ♦OO ASPHALT PAP CI \ G PA \ 1I C c°6° Ntzi ^ 1 W I ` s _1 a I 204' / I Q O I a I f_ • • th sLlllG GAT ..s4O- 1 E 0 , „ .... { _ < ' - F . TUPE EUIL� IvG ( ) 16 ' a a a J\N\N_ N,, \` , 25 ' I- I- VI- \ T CATTLE _ locICa W ASPHA T PARKING PAD G AI S - 15 CVIP (tf Ji \ / \ Inns un inlllili1i11IJttiTJ11UfITf 71 11I]TttllIIminIttIm1LI i 100ft ' - J/ 100ft ` / 100ft I VAT - PIAL PACKS TYP i 1 _ `oiDIA DIA ; DIA i 0 0 0 CU LVI- PT CO C tp/ \ / C 03 K Wl I_O O O O P P a Q - T CI IAI \ LI \ C E \ C TYP J 4\ / I- - G � CE 60 ' WI- LD r„ i . En GAS WHLL GAS WELL CCU \TY PCW ; 1 • � th- (1) 1i1 _ Ca LEGEND : Land Use Area ( ft2 ) EDGE OF BUILDING CA D SCR P 0 \ : Landscape 0 O EASEMENT PAR 50000 1 z Q W N EASE PAR 0 \ 1 / 4 0 S 2 2 Concrete Surfaces 50000 - w o � SHALE CENTERLINE — S \ R 66W W LD CO \ 73 in I W CO °° �+ Driveways , Gravel 1423698 "' W o Cr) _ - COLORADO W htd Avg & Total Area 1523698 0 w N �' PRORERTY LINE - - - - - - - - - - - - - - - - - 9 9 — c 44- Z• io I W � � � ` O W CR 39 CR 30 fniteri stage la CR- 3E Z SITE I I 1 I Z PLANNING COMMISSION CERTIFlCATIOIy PROPERTY OWNER'S CERTIFICATION .., in I CC illift en Iss This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the Board of The undersigned major property owner does hereby agree to the Site Specific Development Plan and Use by Special Review cg County Commissioners, Weld County Colorado, for its confirmation, approval and adoption this Site Specific Development Plan Development Standards as described hereon this day of , 20 and Use by Special Review as shown and described thereon this day of , 20tt =` — a q U On behalf of Select Energy Chair, Weld County Planning Commission CR f6 CR 36 CR s DRAWN CR ROARI) OF COUNTY COMMISSIONERS CERTIFICATION CHECKED This is to certify that the Board of County Commissioners, Weld County, Colorado, does hereby confirm and adopt this Site The foregoing certification was acknowledged before me this day of _ , 20 • Specific Development Plan and Use by Special Review and Development Standards as shown and described hereon this DATE day of , 20 My commission expires 1/30/2014 o C} la cti SCALE 0 0 1' - 80' Chair, Board of County Commissioners PROJECT # Notary Public ATTEST: SHEET Weld County Clerk to the Board 0' 80' 160 ' 240' V e _ BY:_ Dated: - T C1 Deputy Clerk to the Board OF SHEETS L ; 0 °Ca a ( 0 W ' o °Q CO z to 03 t w` U O c N O OS J � W 11 / o - N .....? . "o= 0 477 • -I �� k'3 Jimmm - I • - 4780 --- , X10 - . I J J Drl � - ?? II i / WeI q/ % / a II ll O ' 1 -„....„ k79 IS i X30 u • 0-, 0 • II j I O 00) 45'°0• ii I a II I �9 ae 5o 3 © Dr 8/2 ti l 99 34 0\ 0 35 ► II 4e�L� _4823 �/ I rri I I i • iri.1.-- -N.•••-%%r_ ------ )1 >r II co , /) II 0 % o II ^v SITE 35 55 86 �, �� _ II 55 . 6 II 4 $ �,o Py \ 1 500 L.F. OVERLAND FLOW • 14% u GPI' I �„ / 1048 L.F. SHORT GRASS PASTURE •14% i I ,�, W CR , 8 n ` • I4B4 o _ei 4851 ) (_ _ _ w \ W • 4 3 - n e"\I P ) (---- - (-- ;\. y 'L / l‘ci i 4900 O W to 4ej 1 ,/ _ C b OS a0__, c. ' o_______, ( � .sesaL N o _ � 9 o 3 w co I C 03 � NSA r 7 PLATTE 2 � 903 0 4885 1 49 0 S 7 J ---...../ 219 208 C 1 NA 1/4 - Cl.. /�� 625 634Ca h� i rf4850� ! o 95 I L I CO J o3 I 4950 ' 3 O 2 / 2 \?/ ...--' I ' N � 49 78 005959 495 ) N-7----- - • - - ( / Z \ / ' DRAINAGE LEGEND w c‘l el i \ ( CC Z 44990 i (1\(..6 ,\.\------ II o4p' /1 Q '�� - M NI M MI N E M IM E M ® SUB- BASIN BOUNDARY z 3 OU 1013 0 II TIME OF CONCENTRATION LINE z ILI II. Z p J I W 46- �— o Welt / \ DIRECTION OF FLOW Z cn *- W 1 \ 1 1 C 11 49O6 � - ) ( (' f/ �� 11 Q\ M \ i\ ± A = Basin Designation 1 U) Ii \ \ J � j = Illftl O . / O �� B - Area in Acres LuCC �N C Q(5)cfs 1 v Q �J D = Q( 100) cfs Iliftl \`� ',\ �O -� Wi� ill is � /Qr � Q • rl J yo Q� _ ��- V / - .� i DRAWNOr � ( S`IJ, \S��JII i i J - - _ - 500C - �_1K\ c �r - - CHEC4CE0 1 maxasxax _ - _ = 's - �� lLsetra ‘ . _ - o - _ - - - 1 - - -i I H603J IIIIY DATE LEGAL DESC . II 1/30/2014 SCALE 1' x80 ' EXISTING BASINS/ VICINITY MAP DAFT OF \ O � THEAST 1 / 4 OF SE 2 PROJECT # \ 66W T3 \ WELD ' 0U \ TY CO SHEET N. T. S . I I OF SHEETS - 1° X 34' X 1811 THICK I I 9° D50 RIP RAP PAD SEE I I DETAIL SHEET i I I N I ;ae^cig / I I .+`.«1^' I O eee 1:1O oe?e?e?e vv / I Lj — I 1 a \--_ — — i _ ' / A� i .c?r I Z CO 0 _ __ _ / �� I L ^R t CC E VJ VIII N _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ — I W \ \ � • .•. .- • : •i \i'.Y•-a�-Q.. .. �_f v •aTt� rrf�in :Y::'y •YiJ' .•tt .. , ^� .•'A-;4 '. , •-:•,,•••. - ::-....,... '♦. K \ i_ ; : i' \ - '\ J• u• _ - I .. . . ...a ..v . . . . ..., at a..•' i .... . .. ... - , l . . •w' :1� .. 1:....... .. . . -. . ,.. J >3 . ..4 ,: - r. • :. d4 _,.. Y In __ _________ a ... • e : . . .h . .:.. .. . .. . ._ .. . . . r . .. . f i L. . . .Y .r. .. l .t '7 av Lit � ..."4-7; _ _ _ _ _ _ _ _ ________ ,_,,,H. :_:._ _ _ _ _ _ __ ♦ .'4 .i t . ♦ 1. .. -. ... t n . , n- -fit-. -a . . ,..a Y a _. n. .a i..a s. Y `, ej. : n w. � �^t . •ip. y.. Y 4a /�( •..n t a . .. .1. a.{. x. t .+: :1 .. .. \ .:. ..r. . 4. • n4 a y ., n - r . r...Av . . . - _ .. �., \ . : 4iY: .a : _ ✓t.. __ _____ _ _ _ ___ ___ ♦a.�'r•�`�—S.'� W . . f _ ♦ .Y: _. • ., .. ..r :... . .. :L .: . .. t ..+ ., ..u^•r n :: \. .. . . . }acJ .� . _ : ' .O t •uY _ _ _ _ _ __ __ _ _ _ __ _ __ � \\ ... __ I .I .rv4. al a4. r vavl t. • a . . Y .. 1 _ ��pp '. . . ... a n .. ... • ' . f t i ._n_{vYr': . . Ks-.M1: . IY+i' . _ ____ '� "• k e 1— � . � \ __ _ . J .1.:h✓ ..a '. � n ..I'r a -: . ..; t .. .. a 1. .. .:. y n _Y, -'•4 .. .� .�,�<Yar� O \ . L.-,C. a i� u� ♦-r •'LLB I -Y _�'t-•jl/�YT.� -. •(\\� rI'ti•' W c co ra. �. t.M..� t � '. ....Cc.Z.., �: Irh ..tt,-.r n .t.. ' . .)� .• 'b' .r _�.�.�li��LT-a.�L_I ✓•��.� �T� - al .._ \.- - , ♦ f)n.. �• J ,•.ILic.r'1_._�..�fC�is_ _a-:.._— � '. . . 4 4 - 0. 48 _ --_ -= _-- -- ` --- 48 � gS4 48 - �4 `� I �/��`` � ' Il / - k 45 4g 4 �� 484 4g 84 846 842 4848 4849 485 X48 2— -_ _ - - - _ _5 — 4 — g -- — �_ a ....,_ -- 1 .a:/::i:a ...... :'.a _ __ •••___A V �V ___ __ _ I ;�\ S 1� :. 1 tint : i: t Hitt: .... A -. A M — I �Y P :Y I I ... a:... C:............a:alt::,::aV7 a i {y .: . :: • :t t , : ': : ,: t :t :.;t ,.: , , I- - _ _ _ - .:.-:.. ._.._._.:::.:_._., lJu ' i7� . .,... -. tF ':. . .. '...:..a.:t.......:i . '. . ... .. ..•.. . A I y V A __ — A ___ I / 6�. —_ — :Y; — _ -- 1 — _ _ i -t . ..:.a:.a r.;/..n'i r.a: r.aT. :..nan,.. ev a : va... : a � _.. . A A A � .. / IV ♦. tlt talc l:;tta tat l:;tta tat l:;tta t::al Itltaa tat l:;tta t::;lt t tlt A I / �� I I Y:+�'. ��p ..... .:a:.L.....: tY a Ial'i. ' : t : i : t : , i ,—' Itlt ♦ 4i { G �� .. .... .:. , t I ,li:. -. A ' �� -- - � � ` - - K :J� � �., . - - --- - - - - - - --- �(\ 'a : 2 O .a : ' t.:t.......:t.:"rt."..": .......:t.:t.:.....:t.a. ;_..a I t : :t : : :t : :.. � \ - -- --- - -- /.. L .: : t: t : t: t : t�:;:....:.t: t......:.t:.t...... t: t / i: t : t: tl : . _ Y I , I � : .. \. \ I I I ),.. J ® 1 . 7 . / "t'I t't': t 1 . ""t'I t't':""t't 'Y.-^"i`IM1Rt'-'-t'I,VY"` f : It t , t It t 'I t':' - t It "'Vt It M 'C �. - I I / .i ��.) . / .Han.... ........Han.......nana..l...nan.......nan.. ....i.a ST......nana...... ' : va : '- Oa : va YY^' : �:'T t• a . . va .. : i .. a . > / �' I �. �. .at:ia :;�q?„+''ar: t::n•rtY.l:ifit:tr:titta r:titta ir:titta t:a: t tart .. t iaa t { !. tart : ..:nit; t; : ..: ia a : vita I la t. : a : : i: ntia :; :.:ninit \ . / I ..r _._ : _._. :.. ". i: ._ ._:.• : . . . .._._._. :.: ._. _._ I • ... - - - I DP \ 2\ % 1. - rY: , ---------- . I . : ,: . . . _ , : :.,:........:.,:.... : ,: : ,: , : ././,//j/1.:.1,-.11:,. //,: ,..... : f.ft: t: .. : „ : ,: , .. 5 48 Qr G #� ,�.ULvE1� ,: ,. , ,:.,........, I � N , : : .. : ,:: ,,:.:;t•,r.:,/ Q ) -5 I CPS S B 3 1 . , �\ o \ i •r:: .. 4 :.:....4.:4. :....t.a.tt: .. t.f...... :t .. .. : ._ . .. ....:t.:.: _ l :t .... t.:t A .l• '��..YI' - v - t.:t,... ':;t: .., ry� \ I .: ,,. : ..:,. .....:,.:,.......:,.:,.......:,.:,. S YR H4STOR10... 'x .f- P .i.:.....a.:,... ,.:,.:.. . . :, : , :,. .. :.... :,...:......: \ \ (10 14.4 I \ s.o1 r . -f _. . t ..'l � e.v...h?'Sa na......na:.,......:.,:.,...... ,: , ::.v .,:a.......a:a........,:.,........,, ,: .. : ,: ! p J: _�...... . � �. _ .,., v ......:.,:.,. 4 1i} . . .. ....:................................ _ . a. ...._._....._._...._._._._.._. . . . ._ ... I-- } ...... LOPE —Q.q� _. _ . . . . ....:_ :_:_._._. i l INr 4.4614. e4 e L ,I 4 - RATE.. 43;3 GF5 : :. ::.. . _ ,::,........ S . -I T , / �— \� I ---- - ` 1 . 4% , .. I ' i a : : via.X';i:il.aaa:::;i:ii:i la:::;i:ii:i::::::i. . 14n ♦ :a : . v.a.. .. .. . .. . a .; . i: a a :a : % / i :- r ` A'� J - J). w _ NV ' Csu'T X4838.5 \ II \ : / as ` \ \.\ - I I 1 /-----II.% I t N. 92I-: : a: aa : : a: a :a- : a Ta: aa : : a: aa : : a: at. -a : a: a a '.:f�' :... / \ II I{' S I / ��. I / / % \ - , 1 1 1 , _ :_,: :.. . _ .. . . . . : :v :. :., .... .... L:. \ O 3.75 1 .-- • 12.4'. .-'?. I I \ I \--_ — — — — _ — _... : ' :::::::::::::::: : :, , : :':.=:':i': :':.=:'::': :' ':.=:':i:i_*•'_ _ _ / 1 (\\\\\ \ !i ( 3.55 ,. ,.: _ : ,: , , :;: ,: ;t,::,:::,::, ; ; - ,: , , :,::::::;::,:,; : . ...........:.,........,: , : ,:........:.,:........:.,:...i...: . / \ \ \ 1 A [ .,. / : 1 - — la , \ (IDJG�F� I ' \ / _/ — � - FP 1 ,\ I P : vat : ii:i::<::<i:ii:i::<:: : v , : va : , : _, :cc" _ _ _a,:a VJ__ AF R \ O(5 . 75 - � s - YR -EVEN I RN 3.2 � ` G 8 o � I ( 1244 C AI - _ °� - - - / - - - I O 100 - F7 I I 6`� I � 1 � ELEVATION = 4842 .6 ,I I . I � � � � 'v VOLUr E REQ' D 12237 C.F . EL Y = 48 3 q I ° �- � I _ _ _ �___ I . ✓IIii \ 1 D I \ �/ / ://cccic, I I \ 1 i �� LEB ��857 . 5 11 :: 0 - N ' ' - -- - � , / / I I I ._ \ I N 1 � v\ - - / / / 3 4% 3. 2% I AC > - / - I I �� I �- - , - - - - - 3.3% �\ /.-. J , ' / / .3% I % # - - - - - - I - ,I / I A 3 :)))) _ / r __ice s 0(5 =1 .5 CF 1 .� Q l i0 = SFr FUTURE C ) 44 F Ib - - - - // b BL G / C . • \/ • (o ` FP I p s LEV={1858.51 S B 1 .µ to a0 \ cc O I � i = -- I . 1 .12 446 1 ` � \ I \ _fl% I / ` ^ c7 cts//iW�v V Cr) Ili WTI I� / J \ • Ri W I \ /, c - V ` .... Y U . IN �a,� � Ict : N. _. _ _:-___- __ _ _ - - - _- - ___ _ _ - -- - - o' I _ _ _ _ _ _x_617 RS 3' ipit4\ \ \ - — - — — — — — — — — — 8 fro N CP w � 1 i IkrYill \ cameo � . � � I 1 I i ' � \ -�, - I V II \ I \ Qi I I III IL. I \ -- DRAINA E ' LA O ? Q wN (O CC � ¢ o � w Z I•- °Q W � Ra > rn cn o W Z Q Ca Z I I DRAINAGE LEGEND W Sift Raft SUB - BASIN BOUNDARY ' - 7 -- ' - ' _ ' -- TIME OF CONCENTRATION LINE , I DRAWN 1 5 % DIRECTION OF FLOW I CHECKED Ni Land Use Area (ft2 ) I (% ) I DATE 1/30/2014 Impervious Area , Grass 0 2 SCALE Roofs 50000 90 1' 80 ' I I PROJECT 9 I i A = Basin Designation Concrete Surfaces 50000 100 B 3 = Area in Acres Driveways , Gravel 1423698 40 I SHEET I I c = Q (5) cfs o _ _ a � s�o Wghtd Avg & Total Area 1523698 44 I )` D = Q ( 100) cfs I I OF SHEETS f Z�r — I X 4838 . 51 1ql' X 34 ' X 18 " TH X4649.ao ><ICK 8 W929 q D50 RIP RAP FAD SEE i � X 1 X4838.54 X4838.49 4 03030 X 4830.36 X - .30.35 RAISE ELEVATION OF LL DETAIL SHEET Q GRAVEL TRAIL TO op I �e• oeo pe - X 40X94039.00 --X 4838. . X 3405fi .-O4�BPROVIDE D. 5 OF COVER r i 4 �I M1IY ' � - .- I /C3 To O ' C I X 4840.20 O D {DVF ____ r wa a+.u ^^ uNly at v 'T i. .anac � / 1 �� f� . 91 i O OOO N E w , �p X464097 — .. *. q..�M.� .. �� 4852.39- ---- U , `a -i ' ^a+ . sat lei rt. i t a- 1 - \ I _ _ % 464238 X404 .66 X 404'i.70 i '".% mil, may ,yaj�L, ti , ui� nata �t 1' _ _ _ _ -4851 . 68- - O O a �a „ 485 3 to I : 42 . 4853. 96 X 48 . k853 . 80 X 4851 .05 8- - X 48522 0 C I oa 4843 4844. 60 X 4-853. 05 zaesssz X 4851 X 4852 Q N a x X . 1G X o 4P47. 21 X 4P5Q. 37 ) 4 Z 85 i i5A85 �E41r C +� ; CY2 4$4G, r₹ X 4€ 535= „ l0 . 74 u� 4� ,-. X 48�s36d3 485.8. 43 x 4853 66X %+854.3F — — 48 a .1 — • i— — — — — — = . z_ 02_?: -4$53 } 5 — X 4853 CO X '48z1-5 • 4X 4843 65 X_ 4844: 9.7 — X 484 /. 36 X 48 0. 59 X 48 1.,41 _ X-48-5 2-4- X- *615 ?2 - - # x-87: - J4. *? 4852 . 3 W 01 )0 46 X jC 4846 71 4845.Ou44__75 X4.15.- - — -- -- -- - - - - — — — — 5( S�S2 / difi 85 p / J l! I,_52. . _ X 1 / _ �484 :_1. I — x — — u X 4 C 4 }, v 85u � r� as ^�4_ 3— -8 4, ¢84. X 4855 70 X 4855_39 — 4 0 46351 . 74 — — - 2� _ .m — —X zs [3� — — — 488 48 4849 485 48 485 S 5 3 — /_(\.7 — 5 4g 48 8 4 4 48 �� g4 4844 - - - - 4 44 4S 6 0 488 - 5 _ S 4g 485;1 . 81 48. 243 48. 81 _ 48 9 346 . 9k 48 , 5. 94 — - 525 = G + j OUTLET BOX SEE DETAIL R — �a� 4853. 07 bo � 0� ' 6To (5 ) 4811 CMP CULVERT DP 3 �a o � �' I DETENTION POND OUTLET _ i Q ) -5. _.. 1 CPS C 0 �,.., - - ------ • 5 YR HISTORIC RELEASE L= 160 SLOPE Q• % 1 7_ / 1 .5% m \ s ' 1 - 4852. 31 -- --- ^ W/ FLAREp END OUTLET }�_l_, . ' ,z. Oq, 100.4 !� 5- - - - - - 5q5 ° � � �c� % o NV IN Qom = � 5 . 1F G X85 9 � 4% X 5 " � C P CULVERT 44. 8 RATE 6.3 cFs r a 47 = OUTLET 8 5 W/ FLARED END OU I NV OUT - V�0 . 7 F177 455.5 L = Sp1 SLOPE 0 2% I � �� 2, � � NV IN (S ) = 485, -3 ii � I � _ A i I INV OUT ( N ) =4851 . 1Il b5 4556 - j — _ — — 488 B1_ DG I 46 . 19 ' ` __ — - - - - /1 - _ — F •• R SO FF Q(5)= 3 .75 C SI y 856 . 9 ' 0(100 ) = 12 . 44 C.F �� 4��3.74 - - - -Y E-VENI11W - 3.2 I I i G LEV- 4 ELEVATION = 4842.6 1 - --- I VOLUME RECD 192, 237 C. F . EL . = 4B �5 p0 a x 481I �$ ��pp, � 8 4854. D3 . 34 t X4- \ q 485 --848. 38 • I- - 4164616I1 4 4 3 8S� 0 8S 00 /I/ 5% � � FUTURE % � �; 48 � 5. 65 XI . 45 ��.,,,, t / 4-4�� \ BLDG tt , N... LEV=4857 . 5 847. 66 L5%/ I I L N o- -/ . / � / �� S� �� a� 0 8573 0 4854 5 X �4 �4856 . 59 7 j 4 4 $59 . 06 l//0 �� _ __ BO 80 . 00 48 5. 05 3. 3X /tx415950 \ / / A . 858 �� 858 4 3% A 3 48. 24 I I / / � ; . r ' / ' FUTURE j u ,- BLDG 1 /DP #1 >t , 4-858. 07 C \ IJ . , i 1 _ _ - Q - 1 . 5 G S_, (O - — / \o __ _ — / / Q 100) 4 . 4 CPS 1 O v O LEV = 4858 . x' I a0 9 u I x 4647 . 46 1 �' i CC 0 z. CO 8 0 5 ill �� - }� - - - -- - - - �� T .3 r}8 % jT: t169 sl v � ' >; 14859 . 66 15 " � CMP CUL�/ER� C I� ._� I Co 5. p% I W/ FLARED ENDS '— I— / Co L= 150 ' SLOPE =1 .03; Q 50. 51 X 484.8. 10 / 4.0% cgIDI x �� NV IN ,( S ) =4858 .75 J ' 4860. 27 NV OUT (N ) =4857 . 25 . — ii 2, 41 `9' \ - - ! / i ----- ------ -- ----- ----- ---------_-------AB 54=__----------- --------- ---------- - . - - a — L e 861 . 240 9 `V X 9 / I 5 -5 0 J �0 o -�� X 4848. 30 XX5 X 4848. 30 X 4848.63 X 4849 . 29 X 4849 .73 X 4850. 40 X 4854. 36 X 4854. 97 X 4855. 29 X 4855.97 X 4856 . 28 X 4F568�556 I CO 5255 X 449 . 23 X 4848 . 46 X 4848. 95 X 4849. 48 X 4850. 37 X 4852. 38 X 4853 . 78 X 4855.03 I I GRADI G PLA LEGEND : VARIES EDGE O nU LD NG /1�L� V Z !- O - m _ EDGE OF AELD COUNTY RCA CC Z w `° ro � a � 0- W z ¢ � � n G A�� SLOP T L SLOPE VARIES ^ o E VP3t\ES SWALE \ 1� N - - - - - - W lcn O 0 PROPERTY L NE - - - - - - - - - - - - - - - Z z o 0 100 - Y � LGL W *- Q SWALE SEC A-A o ? oD EX ST NG GRADE CONTOUR ci o W CHANNEL SLOPE = 1.3% 0 (Q o 7 4:1)� QLU F N SHED GRADE CONTOUR Q 0) VARIES ZNZ � Q1; O � ce Z z ? o a 4845 C ImamIIJ L S o DAL SL VARIES LOPE VARIES 160 L F. �. 4' CONCRETE PAN SWALE SEC B-B 4840 S • ; —9 o 48 DRAWN CHANNEL SLOPE = 0.4% 0 OMp CHECKED DATE VARIES 1/30/2014 4835 I SCALE z < 0+ 00 1 + 00 2 + 00 I 1' - 80 ' x w PROJECT # I ~ OPE VARIES SLOPE ygRIES 06 G PEE � CMP #1 PROFILE 0' 60' 16ox 240 III SHEET 4' CONCRETE PAN SCALE: ' "=40' HORIZ SCALE: 1 'r=4' VERT SWALE SEC C-C I \ - CHANNEL SLOPE = 0.4% OF SHEETS •Va' . ?'Gy✓111 ---— s,SS�' I t0000Me / -+.'H': i ;ODOOCOC41 I I / -P'i}' iP♦(.w' :-•F' • .- i � is :: TRIG / / , .Y? y":�^P ♦ ^ ♦ n "a �:?:' - / / / -n -I a.Y a' ;:}:i!u ..� r+ ai\f✓, F �v :+,.yti.:Y.�'cJ•9" D50 RIP RAP PAD / u :;:_ I iii) — / , I . r�:;'41. : \ft aaC ty n 'wAb• ln'_ ,a .. __ .F Li'\i.tu. Y � \_` ae ar•�.F ! } t Ir `• 'f• • �.Jt'i LY \ _ - - __ SEE DETAIL SHEET 1 --t:_ _ 4 _ 1y4 ` " _ _ _ _ _ _ _ _ _ _ _ I - 1 4 — __ _ T I I �— EE a Y aAtf' F >au u< v, r\ vLY:} �iSr� YI °}t ri ; - W a 4 �: N,r. :IY i.( ••yt•a `Y_ -sa .. • .w •• i V- ♦ aa. ✓ - s \' :. --.e •. \ . '- .. F : fa • :••n Y.a.: :::7::::::._______:.„.:::::::::::::...., v[:•4SY. Y YJ. }:•1<•a a. ,a' :C _ _` . - .' 7, . n.d. t ..�} .Y . . _ Ufa.. . .. - .. . . . . ♦ ... . • t —I .. _ a . .. . . . : .. La -r•'.. _ _ _t -. .. . . . .. . . a ♦ .... . - .. v .. t Y• e i .• v -. - . : .e .•. \ - . , u ru. .. .. r. [ :la• i . w. .l t ____ � _ _ ( - _ • . . T 1 a. v J ry . • a . . i 1 �1 ♦ . . lat. ' P.v'-^ 4 - .«-_i t- . _ _ _ i ' i ... .. .. 4 n �y.�. ♦ ♦ :.. .. . . . .. .. . . �r . TYr '.u.<-I t ♦r .v . t � O O. it • -. � ♦ 4n .•. 4 \ Y444a .Y ? T . '.. a .Yf ♦ JY - InNL at• N . J. .. a .In . a - \. _.Y4 .. • .}. Y . .) LLYa• ry . ... . Y .. a • 5 . 1 . t. .v.. na • ., n _. e ar ..r.F. 'V \ - }. Y. 1 : .'L. T. r.. a v. ♦ .%.e . . . 4 • } .YY. ♦ '. :a.\ : .:• ' _ i _ t .: . . .• . .a ... •. .. a .. 1t t . .♦ .w ... . . ♦ r. u.. t : r ... N ... .-lY-\ . . .r l. a . aY .ra . )..>a : . . .-f-. ( Ili lei 44 ♦ Y L __ 13 .4( eNcel-.4. A4 .. ..♦.e . .• .c. ...4 . . .: . v. , a4. .r . .. : a :Y. r.a ✓. . . ! y •... .. ..a 4 ...f -i ..Il. ' _ Ta }T. l . - I J. f. w . vi. . I Y ' A. • �� r!K ry'dfT` •. . - \ IIII tYi• S. �: F >, Y .I V L.. . _, . ..p � TR"'R�.(.rY�yl�-{Y. s . E+t .? - , I,. S� _ _ _ _ _ __ ___•. �� IT . . .!1!.-�Y,Ze.mJt't�'i��vshM_ �tZ+414a+ .t1�!i. — C i. -:-: t4t .e. i'S.:.. n 'r:.t. gun • . ♦ . - - __ a I� I r. �a vnh .....: Ya.w ae. r \. yr :_ r Y. r_....n ♦ • . -. .T.. M1C ♦ l _ ), _ _ul _ _ / Ella:: __ __ _ - ___ _ __ _ l _ _ _ _ _ _ — �SF--SF--51 —�F-�F-�F-�_ _ F-�]F--51 �5 —�F-�JF=5F"�F-�F-�F-�F--'.]F--SF - -SP- 5r--SF - -SI -�]F7:77:,___7_sr____sr_ 11 - - z°el' „Ea' (2 c _ __ ll li . __ m L.., , ---- ---, „„i _ _ ___ v. A II .;:e.,:, .,_,.. -------------- ____.. „--- -- - k ____ ,„ ... h._ L. II ,__ ____________ a._ I I -- -- - - _ -- -- 2 -c - - -- - - Iir - — _� I \ tom. BALES UNTIL SITE RESTORED / J _ � i BLOCK POND OUTLET W/ STRA • � � � . 1 In Fri — - // \ - - - 1I Ifri � . i / / / /- - - -- ----I --_—_—_--:____II 1 - I II 1 I , -_ ," _ ___ ___/:/ /) , � I----y- -___--_-_ _--- - — _ __ -_ __1_ 11-_::: -i - - - - - -- -- -- - A - i - - - _ �' � I �, � I .777_ / i k f �� / U ;,_'\ I • S T FENCE TYP . z z _ _ - ' ' / —_ 7 / �ONSTRUCC T VE I C L E RAC ING �� 1 I k, U 7 CON ROL AD W/ 6 . 'f 3 ISIS ROCK MAINTAIN AS R QUIRED � I i N i TO KEEP �CR` 35 FR E OF + I MUD / AND DEBRIS TEMPORARY I I I��I ___ _ , / _..) a 9 I - / FENCE TO DIRECT TRAFFIC, - T ,I I ;\ ,,,,,.."-- l— �_ _ _- -- -- — i/ - THROUGH _TRACKING CONTROL ii, � � PAD/-DURING COvSTR . CTION � ' I/ : ______ ___, l LI I HI C la / A p o i I . 1 ' I / C *OUEA ___ N}L ________—__—__ _____ C CI - _ _ _ L _ _ _ _ - - - _ _ — _ _ _ - - - _ _ _ _ - _ - - _ —_____ ______ —__ ___—__/_— _____ _______________—_________ _ 4F_ SE � i r•. I II LSE_ F_—__—__ N co I ,� � icts - JP � = OL LAN . ,, OI ° hl 1111 111 1111 _W ,,,, RS . _ 0' 80' 160 ' 24-0 ' Z Q W N O) SITE MANTENA \ CE \ OYES : W Z cc 0 co al H REGULAR INSPECTION OF ALL DRAINAGE PATS B - OULD BE W 0 SLOP AND SWAL P OTFCTIO \ z 3 a U 0-1 SCHEDULED TO ENSURE PROPER FUNCTIONING OF TI-IE DRAINAGE V CL TACKI \ G CO \ TCL GE \ EAL EPECSIC \ CO \ TOSOL NOTES WATTLE EIAETER, G c f": z W ui (VTC VERTICAL TRACKING CONTROL) SEE NOTE 5 SEDIMENT TRAPPING AREA (TYP.) SYJT EI - Z CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES INCLUDING, 9" Minimum Thickness • BUT NOT LIMITED FENCE, INLET A PROTECTION,LEEI GRADING WHEEL WASHOUT, CONTRACTORENT 3 /4" x 3 /4'• WOODEN W O VL Ricrac (D60z6^) IAA SHAW LIMIT TOPSOIL STRIPPING OPERATIONS TO WITHIN THE AREAS IN WHICH THEY WILL BE STAKE (T`P.) x 1� a R� IMMEDIATELY wQRK1NG. THE CONSTRUCTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED AS A Z 2 - AFTER EACI-I RAIN EVENT SITE SI-TALL BE CI-IECKED TO ENSURE un W a LAND DISTURBING ACTIVITY. ALL EXCAVATED MATERIAL SHALL BE PLACED WHERE SEDIMENT WILL ,•I •ti, II > s < 7 mR'a "•A�"•'a` •% ERODE BACK INTO THE TRENCH. ALL TLY STABILIZED SHALL BE RECCONSTD BY THE END OF ERE DAYS „ - • STAGGER JOINTS \4 EROSION A S NOT OCC1 RED AND/ D/ OR CORRECT ANY ISSUES SC EC I F L , �tiH aM1^A'{id lR WORK; BACKFILL SHALL BE PERMANENTLY STABI LIZEO BEFORE CONSTRUCTION IS CONSIDERED - fVISS:.w DV "C 17 STAKE AT EACH END EROSION V /-'AJ li li lJ L !'� V 1� li I� I� 1—lam ANY JJIJ I— J s Ia'. '• h? 'F COMPLETE, h - „q AND 4' MAX. O.C. ALONG REWU I RED . Q 01 ENTIRE F � � -•`' �. ALL DISTURBED AREAS AND SOIL STOCKPILES SHALL BE ADEQUATELY STABILIZED AS DEFINED IN S °4 , r ENTIRE LENGTH 1n/ Ty 4/ �•*tt+:+ THE URBAN DRAINAGE FLOOD' MANAGEMENT PRACTICES, SECTION CONTROL 3 O ,EIR0SI0N STRICT CONTROL'. ALL DISTURBED E 3, SOILSCONSTRUCTION BEST ESOIL :II • A F• > PLAN VIEW ' STOCKPILES SHALL BE WATERED AND MAINTAINED IN A ROUGHENED CONDITION AT ALL TIMES ELEVATION VIEW oNOTES: 3 . B \ OA SHOULD BE PILED IN BUCK A MA \ \ ER AS TO NOT CAUSEaDURING CONSTRUCTION ACTIVITIES TO PREVENT WIND—CAUSED EROSION. ALL LANG DISTURBING m 1. INSTALL WATTLES ALONG CONTOURS, FULL LENGTH OF SLOPE Non-WovenGeote i� FilterCloh L0. ACTIVITIES WILL BE ' ERMINED BY DISCONTINUED WHEN FUGITIVE °UST IMPACTS ADJACENT w OR EXTENT OF SWALEPLUGG \ G OR YALFU \ CT O \ OF DRAINAGE SYSTEM - CC JINNI NaTEs: PROPERTIES, AS DETERMINED BY CITY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (SEE z 2. WATTLES SHALL BE INSPECTED REGULARLY ANO IMMEDIATELY SDDC MANUAL SECTION 14 FOR SEEDING SPECIFICATIONS) SOIL STABILIZATION SHALL BE REQUIRED AFTER A RUNOFF PRODUCING RAINFALL TO ENSURE THEY REMAIN11 1WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED. IF DISTURBED AREAS OR STOCKPILES ARE NOTWATEE SPACIN THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL. W BROUGHT TO FINAL GRADE WITHIN 30 DAYS FOLLOWING THE INITIAL DISTURBANCE, OR (SEE TABLE) c p /' 1 I. VTC PAD RIP RAP TO BE CLEANED OF MUD AFTER RAIN EVENTS RE—DISTURBANCE, TEMPORARY STABILIZATION MEASURES SHALL BE REQUIRED. NO SOIL STOCKPILE 3. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS. 4 . RE - SEED AS NECESSARY TO YA I \ TA I N GROU \ DC0VER TO E L I Y I NA L MIMM 2. Pusac RDADs TO BE GLEANED OF DEBRIS AT THE END of SHALL EXCEED TEN (10) FEET IN HEIGHT, ALL SOIL STOCKPILE SIDE SLOPES SHALL NOT EXCEED A WATTLE SPACING TABLE EACH DA vs waRK OR AFTER RAIN EVENTS, As NEEDED. SLOPE OF 4V11 H' CALL UTILITY NOTIFICATION 4. INSTALL WATTLES SNUGLY INTO THE TRENCH (4"DEEP). ABUT SOIL EROS I O\ CENTER OF COLORADO ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT 3, Vie PAD TO BE DELINEATED TO ENSURE USE BY CONSTRUCTION TRAFFIC ALL STORM SEWER INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT—LADEN WATER, SLOPE TYPE MAXIMUM SPACING OVERLAPPING THE ENDS. 1 HAY BALES ARE NOT RECOGNIZED BY THE CITY OF GREELEY AS AN ACCEPTABLE FORM OF EROSION —80O-922- 19E7 7 ALL SWALES 20 FEET s. WATTLES TO BE s' MIN DIAMETER FOR SLOPES, 12- MIN CONTROL. Ha x-TusNEs offs Iry ncvwce 4: 1 SLOPE OR > 40 FEET DIAMETER FOR SWALES. xFOR THE HAWING OF ONDERcHuvi 54 . IF EMERGENCY OVERFLOA MAT BECOMES D STURBED DUE TO INSPECTION OF ALL EROSION AND SEDIMENT CONTROL BMP'5 SHALL BE REQUIRED AT THE END OF MEMBER unwes. EACH DAYS WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. THE CITY / A I DRAWN °F GREELEY INSPECTOR SHALL, AT THEIR DISCRETION, REQUIRE ANY EROSION CONTROL DEVICES BE CC \ CIE TI- TUCK WASI ICUT PIT BTORMAATER REPLACEMENT TI�1 RIP RAP MAY BE NECESSARY REPAIRED , REPLACED, RELOCATED, MODIFIED, OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED CALL UTILITY NOR HAP ON T CI (� I T q T WITHIN 5 WORKING DAYS FOLLOWING RECEIPT OF THE WRITTEN REQUEST FROM THE INSPECTOR. ALL PROFILE CENTER OF COLORADO S I L 1 N C I \ S 1 A LLA 1 I C \ 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 G . AELD COUNTY SI-TALL NOT BE RESPONSIBLE FOR MAINTENANCE OF CHECKED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AS SOON AS THEIR FUNCTION o II II. 4 II=n II 1 am"CFI wrs a rax¢ IIIIIIIIIIIRII=�11--� 1 111111=1111111111P:_. {6R"NpW9Trv,g$p'mgglEAfrIGd1 ` 1 HAS BEEN FULFILLED. SEDIMENT TRAPS/BASINS SHALL BE CLEANED AND REMOVED, OR STABILIZED, o II II II n-11. o II-11 II o it ON — SITE DETE T O AREAS/t B uwew unm¢. } II II II II 11=11?II. _ II II: II?II II II?11-_ A 1-1 ATTACHING TWO SILT FENCES WHEN ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. THE SITE CONTRACTOR IS ,,yi�i�IT,pT,�liT�l�llT,n T,niTu., 3, -u-III-H—II-m-III-III!Iiu-II- RESPONSIBLE FOR PROPERLY DISPOSING OFF ALL SILT FROM THE SITE, IF IT IS NOT REUSABLE ON DEPTH DATE 2 FEE, SITE. (MIN) —.--. 1111 1111 CONTAINMENT BERM FROM \I I 1/30/2014 THE LANDOWNER SHALL BE HELD RESPONSIBLE FOR THE LONG—TERM STABILITY OF CUT AND FILL APPROXIMATELY B SLOPES AND THE SUCCESSFUL ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED PIT EXCAVATED MATERIAL 10 FEET SQUARE ALL FILTER FABRIC INCHES OF FILTER PIAGE THE ENDBOTTOM MIN. III SCAM MATERIAL SECURELY FABRIC MATERIAL POST OF THE SOIL AS DEFINED IN THE UDFCD, VOLUME 3, CONSTRUCTION BEST MANAGEMENT PRACTICES, CONCRETE TRUCKS / FASTENED TO THE MUST EXTEND INTO SECOND FENCE SECTION 3.2 "MULCHING". NOTES: WASHOUT TRUCKS 1 - 80 ' POSTS A TRENCH AND BE INSIDE THE END 1. PIT TD BE MAINTAINED AND on LIZED UNDL ALL CONCRETE WORK Is COMPLETED, WASHOUT HERE ANCHARED wnH POST OF THE ALL CONSTRUCTION SUPPLIES OR MATERIALS USED OR STORED ON SITE MUST BE DISPOSED OF INCLUDING ALL FOUN DAD ON AND FLATWORK. RELOCATED PITS SHALL MEET THIS STANDARD. PROJECT COMPACTED M FIRST FENCE PROPERLY AND MUST MEET ALL APPLICABLE MATERIAL SAFETY DATA SHEET CRITERIA. BACKFILL MATERIAL 2. PIT TO BE PERMANENTLY SIGNED TO ALERT DRIVERS OF ITS LOCATION WOOD OR 3. SET CONCRETE TO BE BROKEN UP AND DISPOSED OF PROPERLY OFF SITE PER LOCAL, STATE. SIGN: 2' TD x 3' Wide STEEL POST AT LEAST Pasrs THE STATE STORM WATER DISCHARGE PERMIT HOLDER MAY BE LIABLE FOR ANY VIOLATIONS AND FEDERAL LAWS. on 4' Tall Past, B"x2" I 1 8r MAX SPACING AT LEASTT 1 180 RESULTING FROM THE ACTIONS TAKEN BY SITE CONTRACTORS, SUBCONTRACTORS, MAINTENANCE 4. WASHOUT PITS THAT ARE SEPARATED FROM A PAVED SURFACE MAY REQUIRE A VTC PAD LetteringI DEGREES IN CREWS, ETC. SHEET RUNOFF — A CLOCKWISE TO PROTECT SHEETS FROM WALKING OF DIRT. DIRECTION TO CREATE A TIGHT m THE i �,/�� v�/vvnv FABRICEAL MATERIAL EROSION CONTROL STRUCTURES DIRECTION OF RUNOFF WATERS DETAIL 12-2 1a INCHES / v, /� EOSIOI\ CO \ TOL STRUCTURES (MIND ./\ // . I C 5 � APPROXIMATE DRIVE BOTH \\ /"�\j\\ 4-INCH BY — Irvcsu ES Airy UTT10 DETAIL 12-1 DATE: MARCH 2D07 SCALE: N.T.S. > A / v a-INCH TRENCH S}}{ / GROUND AND 4./14\j/\, BURY FLIP DATE: SCALE: N.T.S. OF SHEETS - °✓jl� - L.L. N O O a a 0 A NS CO C Qo0 NS IL I c -4 100- YR ORIFICE PLATE 3 ` co V I a0U to I P��P�� (3) 1 -1 /2"m HOLE it 0 a N C I F / C +- RI ti X � - 2 TOP OF PLATE ELEV = 4842.6 � J M W / I N,yO k0 (5) 48"6 CMP CULVERTS ENV \---,H.._, tx RS R0 / • r1 s I • , i N , in � � 20" WIDE X 37" VOID ��`v� Fyn �� IN CONCRETE XF� NEW 24" X 31 " X 5/16" ALUM % P•\" OR STAINLESS STEEL PLATE Ng, F� • I X `'�°C W/ 12" X 12" OPENING(5 YR HISTORIC ORIFICE) DNS Xc,`a -1 k� (6) 1 /2"0 STAINLESS C STEEL EXP ANCHORS I Nv NEW 24" X31 " X5 /16" ALUM 1 '-8" -I X OR STAINLESS STEEL PLATE 24" (5YR HISTORIC ORIFICE) O -OR SINLESS STEEL/1PLATEUM 30' A (WQCV ORIFICE) F., 5-YEAR HISTORIC RATE ORIFICE OUTLET BOX PLAN VIEW 30' 1 TOP OF NLET BOX NORTH WALL ELEV = 4845.0 (5) 48"0 CMP CULVERTS (5) 48" CMP CULVERTS 100-YR ORIFICE PLATE n f4 (------- ------- (-------- -------..- (------ 7 goIr (3) 1 -1 /2"0 OLE C — 1 -8" — TOP OF INLET SOUTH. FAST AND WEST SIDF OF ROX Fl FV = 4842 6I 0 1- 2 I TOP OF PLATE ELEV = 4841 .2 _ tz I • (0 o O to co FL ELEV = 4840 FL ELEV = 4840 •• IN °' in (6) 1 /2"s STAINLESS NEW 24" X 31 " X 5 /16" ALUM I 3 W Ca 0 N I STEEL EXP ANCHORS NEW 24" X 15" X 5/16" ALUM OR STAINLESS STEEL PLATE -1 M NEW 24" X 15" X 5 16" ALUM OR STAINLESS STEEL PLATE W/ 12" X 12" OPENING AT BOT(100 YR ORIFICE) (V�{ to J OR STAINLESS STEEL PLATE (WQCV ORIFICE) I C o > Lu (WQCV ORIFICE) SEC A-A I C (0 N• ' OUTLET BOX ELEV a CL Cri DETENTION POND OUTLET DETAIL I • .... L N -4-•W Co I � O—z Z �— O all • FLARED END SECTION (DYP.) I .- All RIPRAP a W 0 :, PIPE WIDTH It O - ' a ci • / / FINISHED GRADE 7\I�� ,�� 1�� 1YI� �� -F Pc EB c., y r SLR I L W V ! �� a � VI \ IMUM, COVE R OVER PIPE: UQ �� Q VQgiff 4 la 18 " - 48" DIAL 1 . 0 FEET 3 C „ r , , „ r• ,- . � ,- ,. a., SEE TABLE II VII \ MUN 1 — O OF ., MEASURED FROM 3OTTOM OF BEDDI \ G OVER PIPE v N "� rnEIIREDanc ASPHALT OR TOP OF �.'� ,. =.'�� z ...Lm ¢ 0 ' GRANULAR BEDDING CONCRETE PAVEMENT la RIPRAP AT PIPE OUTLET Q Q • ,�L//��^�� COVIPACTO\ EQUPVIE\ T LLB O > RIPRAP WITHO AT T PIPE WAIT � \ AROU \ D FSHOULD LEXIBLET BE P PE 7 COT W + BEDDING SHALL BE CDOT CLASS = PIPE �� UNTIL SELECT 3EDDING Z j%/%/`%j` %`7/•i/.i � . � On alearo WALL NO. 67 AGGREGATE ( THAT .� + IS 12" OVER THE TOP Cr � OF THE PIPE. PORTION GREATER THAN 3/8" . Y , � HAUNCHING COI ill TABLE it SHALL EE A\ CULAR ON 3 OR L GRADATION FOR GRANULAR BEDDING . � Bc /2 TABLE I PERCENT WEIGHTeY PASSING MORE FACES. ) CO\ SOLIDATE //�) RIPRAP SQUARE-MESH SIEVES 96 . , .� CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP U \ DER THE LOWER HAU \ CH WITH D � �D U.S. STANDARD TYPE I COOT SECT. 703.01 TYPE II COOT SECT. RIPRAP x SMALLER THAN GIVEN INIERMEI]ATE Roca SIEVE Siff 703,09 CLASS A SHOVEL SLICING AND TAMPING. ^ /� /� /� D DESIGNATION SIZE BY WEWt DIMENSIONS (INC�G) eC0 (INCHES)• ] INCHES -- 90-100A I ( 5, ( h h c2 . 1 PE 0-,00 11/2 INCHES - -- 2D-90 MAY BE SU3STITUTED 6 BASE OR THE TOP 6 " CLASS BEDDING D : Z, 0 50-7035 6 6 " FOR 18" - 60 ° '. �S�1��r 2-10 2 3/BI O€s 100 -- MINIMUM TRENCH WIDTH 4. TYPE L 70-100 15 — #4 95-100 0-20 W = Bc + 36 " \ \%\%\I"A•: v . '-v 'v v v ' .- SEE TABLE II 50-70 12 35-50 9 9a. %p'�%//////'O✓/.O I/p//ppp%p'p-'\✓// Y1e as-eo -- z-10 3 V'\\/`�,//\//�� `\�•w'V�V V':\' TYPE R MOM TYPE M 70-100 21 —' Y5O 10-30 _ 50-70 18 #100 z-10 -- 7 ^ ^ Y1 YI \ ^ I� I� DRAWN iYPEI BEPCMG 35-50 19 12 CM lv \ \ ., JAT D VII TAL 2-10 A 8200 0-2 0-3 RIPRAP AT PIPE OUTLET GRANULAR er0 M TYPE H 70-100 30 I WITH CUTOFF WAI I 50-70 24 35.50 18 18 TABLE III ICHECKED 2-10 a THICKNESS REQUIREMENTS FOR GRANULAR BEDDING I I RIHtAP TYPE N1 70-100 42 PERCENT CRT BY PASSING I YY7O 33 SODARE-MESH SIEVES ]Fr50 24 24 FINE-GRAINED SOTS COURSE-(RAINED SOILS^ COMPACT STCKfIllANDARD 1Y IIl . . ., •' . 2-10 9 U.S. STANDARD SIEVE SIZE TYPE I TYPE II TYPE II DATE TO 95% 5ROOCTOR ay, - MEAN PAR11CAl SIZE (INTERMEDIATE DIMENSION) BY 'EIGHT. p = BIN Lp = IN.)94 4 6 PROCTOR .t �1,\� •,� • ON AND L RMRAP WDR 3Ox (BY VOLUME) TOPSOIL AND BURY rt BD J• ( pa 1/30/2014 ••••�•�•�•...' N1iO BR INCHES OF TAP sal. ALL (BY Mt:ON COMPACTED. AND • REVEGETATED. M(e30 12 IN.) 4 4 fi SCALE . . . . . . ... . . . .i , w • w , H(e�- 18 IN.) 4 6 B I 1j a 80f I sws ��\ w w . -Y�\ . . ..� rmIFRPL NOTES NI(ayT- 24 IN.) 4 6 B I /\�//`�/�I `%\�//caN 1. FOR CHANNEL APPLICATIONS RU-LR TO THE MAJOR DRAJNAGE CHAPTER OF THE URBAN 51OAV • MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II REDDING THE sUB5TIn1TE OF PROJECT if I FARM // A //W DRAINAGE CRITERIA MANUAL VOLUME 1, FOR RIPRAP STAG. ONE LAYER OF TYPE II BEDDING SHALL NOT RE PERMITTED At DROP STRUCTURES \\\'\/\ 2. FOR CULVERT/STORM SEWLR OUTLET APPUCAIIWS REFER TO 1HE H,DRAUPC STRUCTURES THE USE OF A COMBINATION OF FILTER FAElfdD AND TYPE II BEDDING AT DROP CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL. VOLUME 2 FOR RIPRAP SZE. STRUCTURES IS ACCEPTABLE RIPRAP DEPTH. BASH LINCIH. MD BASIN WIDTH. 1 AP OFTAII FABRIC ` &XL •• Fry PERCENT OR MORE BY WIBRHt RETAINED ON THE #40 SEW. SHEET I TT/41,1S EUTTR FABRIC NOTTS: RIPRAP INSTALLATION I I I. FLIER FABRIC MAY BE USE) IN COMBINATION AL1Ox wTH TYPE II STORM WATER FILTER FABRIC PI ACENFNT AND I AP OiTAII TWO LA AT DRW STRUCTURES AS AN ALTERNATIVE To A Two R FAR FABRIC SMA z GLASS A SMALL OTEXCONFORM TO COOT BPE7112CgTI0N5 FOR CONSTRUCTION GLASS A DRAINAGE rEOTExnIEs - SECTION nz DRAWINGS I I .Z... OF SHEETS - - From: Chris Gathman To: "Mendoza-Cooke, Kimberly" Subject: RE: Butterball RE Date: Monday,April 21,2014 7:27:00 AM Attachments: RECX13-0096 marked up plat SHEET 2.pdf Anadarko Map.ipo Dear Kimberly, Sorry. The delay has been mine. This has gotten a bit more complicated than I anticipated. I am going to have to erase/remove all of the roads on the property because they do not all line up with the approved access permit. I can either erase all of these roads—which could be potentially pretty messy with a mechanical eraser OR: 1) It is probably easier for the surveyor to turn off the layer and prepare a separate sheet #2 (sheet#1 does not need to be changed). 2) Add the approved access points and access permit # (AP13-00172) for these access points (see the attached map—accesses are indicated by the blue dots). 3) The west road is labeled as County Road 35 (it should be labeled as County Road 33). This has no impact on the Use by Special Review Permit process as it has not yet gone to hearing. Let me know what you want to do and if you have any questions. Sincerely, Chris Gathman Planner III Weld County Department of Planning Services 1555 N. 17th Avenue, Greeley CO. 80631 Ph: (970)353-6100 ext. 3537 Fax: (970)304-6498 -v" 86' Ar . 1 UPI r Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Mendoza-Cooke, Kimberly [mailto:Kimberly.Mendoza-Cooke@anadarko.com] Sent: Sunday, April 20, 2014 6:53 PM To: Chris Gathman Subject: Butterball RE Chris, I'm sorry I was out of the office last week can you tell me what is missing in order to finalize the RE. I was under the impression this was completed but I was told by our facilities manager that their USR is pending per the completion of the RE. Thank you, Kim I Sr. Municipal Planning Analyst 0 Please consider the environment before printing this email. Click here for Anadarko's Electronic Mail Disclaimer Hello