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Address Info: 1150 O Street, P.O. Box 758, Greeley, CO 80632 | Phone:
(970) 400-4225
| Fax: (970) 336-7233 | Email:
egesick@weld.gov
| Official: Esther Gesick -
Clerk to the Board
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20123595.tiff
I it cc c.) b' CR 70 Ula H 392te 1 WY- 392 (4) pc ` 06N r 0, 06N 06 N5' 64W u) 10 66W AA ST 1 re CR 66 CR 66 re op O a Lin CR64 - re C, 0 ST o ST USR 2-0069 I : , ___-.. CR 64 HIGH SIERRAWA';rER -R''�r'10ES: CR 64 eo 1''I� • + ".' ' z (,) CR 62.76 4 CR 2.5 f_ 1 I —"' ' - G R 62 CR 62 CR 62 I .2ND STI I ___ - 11 I j 5TH 5T ,1 w CITY OF CF EL 'Y R 64.5 U s . --r uu • 8 VS/Y.26 3E e'l'f CR 60 1O h- x 1411H ST k ti a� S 'et nw ..._..........± r 16tH ST �y FF I fd: I il h gyp,, I CR 58 u� 64 7I s,. \lo i I. I _ , NTH T il I 1 \- . . : It . _.,. . -.',.. .: .. ., , . :_r,._ .t . - —_ - �,_ _ l ., .. �--'l - , mac, 1 liv ''f34t�_` _ I HW� ` I _ .-. _ -jib ~' �4 I ���'�--. �' �:� �.._.- . Lam ,ri F i . . a 1". iY 4 I IN. I ' b S ' !! _. _ Fa —�-_ ..- _ ,rte ..._�...�w........, V.... Tom• y o- -7.. .: . tit si a . a . . I!:Mt , • tt. - .riliniiir t . ' ' t _._.fit; vl.ti"Q�Sa/I 1 ' F - y- Y•Ci F} -Tt'R _ y r 1" •11 • r• _ ' - Iru f`. L • I E Y • ; rte. ! 1 v q M! 7 1 Y. 1 lam' .... ' 1 _ ., .f � - :� 4'+� It.,I''R 1 ...-0 _ y ..r. a E � - HIGH SIERRA VI, 'd E SERVICE _ ,g5 • ( 1 ' '• ' tv1 E PJC�hat ENT TO R E A L USE PE l IT '' 'r' BRINEVV TERIr'JI CT �h1 '�rltELL r 3. .. . ... . I..: 1 �yi x. 1 7 • .. tom. - p aitirt ro•ry t [... . O. d t i � I R k t 1 K¢' • Y i 14 it I .11Y 1' ll; r '4 , .;rj.. . :7' -1:.C. j.4..r:...%... 1.-.11 i I. li Eh! I.; . , . . �j k •It .. ._..,. - - lare--"ky .. .. . - -i.1 C J (. :':Y :-; I; ,5: • I • t . _t CM "': --W.:1";.',. 3r r is '. i • q I l' a ` a I :. %).. . ? i• i _ter. f l 3r i I S .. .ilit, . .;:::-.T.,1-. . . •- .'• ! PH'. ;lib _,.. . ..: , , A, 1.-7...-7';'S--ii..;.:- *i..-., 2;4, ', r7.,:r;.1...it ---.E",•". , T,34 4 . r 111 ia; , -1:41.1.0i.-., - . - L ...._ T1.. _ -sr_ .nC rnrt.'! �. -,_ '' .. 1 k 15'C -.•.^₹.'''.. - - ....... 0 C-4 T. Ii ENLARGED PLAN NEW DEEP WELL INJECTION CD-2 r ti .-. /PUMP HOUSE M VICINITY MAP EXISTING TANK(TYP) CI0:71're e ,, i ( / 1 . -� t -.4. ir_ _.„, I�CLEAN A010 \` ( L _ c _........‘,. ,_ . ) . • i 1 l • 1 . TANK $.11., oo `� ea. I'M ` � ' E ( .IUL: ° I el \ y 8 T *. 'J , r . ,, \ iti ,, • - DUSTING CL TEANANK f \ ` NEW UNLOADING STATION .- Lit EXISTING OFFICE TRAILER els EXISTING Plan View DEEP WELL PUMP HOUSE - - rn - -- C SITE G4 th HIGH SIERRA WATER SERVICES ccMlth S 3773 CHERRY CREEK DRIVE NORTH, SUITE 1000 FACILITY UPGRADE ' X yti_CexKeraw'irdoy2n Casein on eesgn aeon 55917th Street.Strrto 1100 DENVER. CO 80209 • PLAN VIEW --- Denver.CO a0aoz CD-2 ---• Tel (301)38'1.2300 r 89 8' r. t 0 i1 z I SOLIDS UNLOADING I - • l I FLAT TANKS I `t 1 E 2C 0- z i SEDIMEN'FATICN TANKS il Ctt SALE TANKS F �/ gyvd • 7-* ///r N 0 1 ( 4 ) i: 4 j I • ii 04 !' S STEM TANKS rTh ea i_ii ,rn 4. \ 0 \-„,,) ! I r i ' r K................ I i { 1 I . A I 0 1 Enlarged Plan View Stale i' It H.__ QPM - ; - • v sum t11 HIGH SIERRA WATER SERVICES SITE C-4 cDMsman FACILITY UPGRADE E 3773 CHERRY CREEK DRIVE NORTH, SUITE 1000 '� ;•t±'Zaneetrdn design basod an design crsena 555 17tH Street,Suns 1100 DENVER, CO 80209 ENLARGED PLAN VIEW CD-2 Denver,Co 802oz Tot (303)383.2300 A� 89°17'35"E 165 . 91 ' xx ---------: AREA. 1.551 ± Acres WALL / x CONCRETE PAD Eo I % . • 12' f ! EXISTING x TANK It, r , `'�"' PROPOSED r, Y_ : � 12' f 1 re...."N ,ditee4 TANKS 12' •. �y i p y; \ f ' 4 Sala. i 4 - w • 8.93 . 1 41 U) EXISTING - "•, H BUILDINGS . •: '• ' 12' . f O . a. 1 •.. 10' . ��..��' 20.35' �` r, in ,f,- 1.4 1 � 11 0.4 �' : .j EXISTING :� ;, ; TANKS • 10.21' >0 ict EX ST4N.G ~'' •' 15.€1' • - 12' If • tat- :. •'1 .. . -' ti' , 13.4' 13.4':;� • . - .. ....e...-•••'s1 WALL . • tl . : ft... l '� • / ' •.'. i - WALL '• ' I• ••• •.. ' : 1 , at- ... a was ...,.a .•„ ref:1 . 1 2 4 it eta .' O dkh 41 02 Lu GREELEY WELD COUNTY AIRPORT PROPERTY o a H ' o a 8 r U _ +e=wiT+:i�••r�_.ir. +.T.�� ice- ROW•tIDX l-+ St r-rQ-�-.;•�.��`>y'_—T°°°y-, - .�� i -17.1700, lip,OV6�a1D 1 L LO D IRRIGATED FARM 1 LAND i i %) 1 % Ij OWN D BY LYSTER FA LY FARM ' ( r ;, I f i I FLOOD IRRIGATED • Y Y FARMLAND OWNED BY t I B1 1 • ,I • I j LYSTER FAMILY FARMS j r 'I '! i / j i I �, v l i i Ip� I• 'oo I % 03 03 V 44 (2: a 111 ,'AS" NQor i i �'�'j 1 �IpygLNpF4gY•tOX FLOOD IRRIGATED FARMLAND EXISTING 12" CULVERT �- ,DAX I OWNED BY LYSTER FAMILY FARMS CROSSING DRIVEWAY I ' �, —(4 r e" 'r = I kl EXISTING ;5" CULVERT - ,' - I - - - _ _ _._._ '' '. t• it I,II �_ I I W W CROSSING WCR fi4 L s' C • % ,,, EXISTING 15" CULVERT i •A ` 73 ninrAO PZ Zi�\ � �,. i Io ` Osi 1 • ,: i ~ rn~ U CROSSING DRIVEWAY a-�iyt�r�,e:;, S . .�' _ a.. �� ! Ill EXISTING EARTH Y • +HfE 1 n • •••••I l t U ; TAILWATER DITCH '' if \ • ����� Q CPI HISTORIC i a- rte �— It en w W ¢ 0(5) 5.37 CFS I i f • , • ± Cu- 0000) 45.'0 CFS V 3 • • EXISTING EARTH TAILWA_ O W DITCH ALONG CR 64 4} _ (n 1 I J J 770 LF,71.LAfE •OAX —f` ��600 L.F OV6i,— FLOW•tox I FLOOD IRRIGATED FARMLAND ♦� • OWNED BY LYSTER FAMILY FARMS 0' DRAJN E LEGEND al nom 9.4060.swam 0 4.1 ::>. 1 I ®••' �..--�oc•c•mriuw Woo Z `l....9. � r r f� .• Cr W gyob z bU� 0' 100' 200' 300' Ir a`, •■Err- A A -w wMr•so•. Q NN•' L _ EXISTING CONDITIONS/ BASINS Q N�W� -. flu 3 1M LEGAL DESC. EASEMENT A PART OF l0ORAIN SOUTHEAST 1 /4 OF SEC 26 R 65W I 3'-10' EXIST;NG SWALE (SOUTH �I SIDE Of 3ASiN £i3) °"' TSN WELD COUNTY CO _ wrt , 1 0: 7/25/72 I1 r - too' I((I EXISTING -CONC DITCH VARIES moan. 1,10' F- SWALE SEC Y-Y "^" /^� CHANNEL SLOPE = 0.001% C a3 OF 7Lvem / I I t I O i 1 I I i ¢ N I 1 I Ii. cE �4W No I I I � 3 � o °o° �o+ � / g� 1 1 I I• I I 2 to Ow I I IS. RLY in .44 L -i'3, I ' 3 W Z W O I'1 ' ; i :1.66 • INVERT IN • %74 I , • Z 1- h a t� Y I I A 20 X3 1 ' SLOPE 0. . A673 '� • I ¢ I— t� 3 �1 re I I 1 I 1 I I '' SLOPE 0Pb5 l 1 I O 41 p ', !W / F;�ikED ENU SEf.`:cns 1 I I y'nj �, DP tttI_ '. I ', 0(6) - 0.5CP5 I. I • T 1 I I U 0(100) - 4.22 CM I 1J-- ) I } I I. -'T UFf5:Ta COLLECTOR / __i' ` 'i ��^^ pp • il- GP tt2 _ _ _.� i sriALE OJ1 D • 0(0) - 1.35 CPS -- —— __ — � _ _ — _ - I& �' 11 -----_- I 0(t00) - 3.89 CFS (j © } n ^ �` 1 �9 4. O t 'I , ., - : - --- .. a, ._.- , .36 ; III s� - _ r. : e ' s 1.17 tcoIecTcR 1 I •-'I• OFFS .L1 - - _ . a• a�.. • \•; ..� . lIa * �` .. �G. - h �' " II. I •I �:11 1 ; I I .- I O fiCi gT ti' :\k Ac'S.g' •t. .,..-r$ O) A;Nr. ♦ tiF . - • - • �� • • . \ r 1 1 AB' . a Cl 1 OQ ' ��� C3 : v=_;r �E7ENTION feu: ' AD C I 'a. �-� �� (��P ml:2f �, ,i yy •: ': i' rye,: VOLUME REVD - P y 1.96 I. •� a t, fm_ .r' 0.87 O CI-V‹ ,. 'J ) L .fit. ( 5.00? CUBIC FEET 2.15 f 0.98 1 e 0:27 A I .. . 6.71 2.06 . ' ` . 0.24 1 83 d e III 11.{?/ _ o_.,.� *2--e� k- N.L. 1 \t.c — — ` — l ..-. .�.,. . ®. ..� �. L. ...e atilt ell—lin\l:PlinII I _ ._ _ — r- i • I •! �r c I 1 1 I I 4 I W T.W OF1 BEKt^. �I ° t ' Ct •LEVAT� N - • 1 Y 1 W ELI 4674 I ' al I C 1 82 iI 1 I r~r^^ O I NOR'II-I AMERICA GREEN SC2B0 I 1 '' II i I Q VJ U ERO5k)N CONTROL MAT 6.5' W(DEI I . I APPROX 26' LONG SEE DETA:L I i, 'I 36 33.12 .I I � ' SVEET C4 I .� ' 26.1 I I I '` aj o I I j 1 I I I I, <J 6 LEGEND ' U 3 --•--•-- PIPE N = fa EXISTING EDGE OF GRAVEL ROAD f Lu N EDGE OF BUILDING PROPOSED CONDITIONS/ BASINS �� 2 C) EXISTING CONTOUR z' PROPOSED CONTOUR DRAINAGE LEGENDlikir --.T "-- ® — SUB-BASIN BOUNDARY O - — TIME OF CONCENTRATION LINE Z 22 F.N 0) Qto 0' 40' 80' 120' DIRECTION OF FLOW W y t °o?o e zI- Im m z 3904 SITE AREAS: cs .) z >wtz2 BUILDING: 2232 W F 3;'I.a CONCRETE/ASPHALT: 8440 A A = eosin Designation 2 tag W GRAVEL: 52,252 G 8 Q LANDSCAPE: 42,933 D 0 = Area in Acres �,� RETAINED CONTAINMENT: 24,398 y TOTAL AREA:(3 D = Q( .0 AC.) 130,680 D 0(11 s 2 000) cfs W OWN «4� 7/25/12 M1 1' - 40' fM1oai g INEET C3 IPS a4 OF 7nn, O 3 I ' ot ¢ N YI 5WALE SEE SEC C-C I IS' RCP nl PIPE L .313' I I I I O t>j° r16ut0 THIS SHEET , IL I 18' RCP 45' BEND �' INVERT IN - 4676 I I ~ Q N DP itl OUSTING I2' CULVERT I ', INVERT OUT - 4673 ' 'I ! Z W x • 1,u 0 e Q(5) 0.5 CFS aam L% FOR IRRIGATION TAILWATER , b' X G' X 24' 'MK , SLOPE - 0.96% I I Z I. I- R ( , INV IN - 71,17 T tiRAP 61 (W / FLARED END SECTIONS) M , tv�e S !NV OUT . 70.5 001 1 '"6ta >o.p5 I it D§219154 1 ET CS x5 SE- Bey .a I :017.60 t6 .M h h W Q(1O0) = 4.22 GFS , OFFSITE COLLECTOR ', ` h y DP 5 SWALE SEE SEC B-B A as ♦55 ' N. Q(5)2 1.35 CF . ., S. ,I, .I,•.% r }6t Y _ -- ../ aa, ' THIS 9HEET�vIws° .a6�' --v..e•I5. --y,W�51 �. ._ _ + ..- -r -- • _ 1.+ __ - 17.7.0 I1y1 V 'O Q(1O0) = 3.861 CF5 1 S —— — — •ctar ,.C"_ ��oq�a nr�� n . >e% +~� - y _....._ ,Y � �+.r' .v. .4. i ;o` SS"" i,,$ n G PI le' RCP 52 PIPE L •70 Il w.w� -a7ams s 'a t}•t e t �. L WE'RT IN . 4671.5 , '7 a1>d ,--� 'it y+. .� I� .'p .� 0 -e{• .s '�4i} z� I+ I g } INVERT OUT . 4470 • /'. ao a5 6 ? 1p4 } . , t4 A4 ri. -.460 *y SLOPE - 2.2% •S S' \' x sy'u ;yy .•- -,�q` i - s - 0 C ++s>see-'- o--1 t "�, la J1 i76 ! rails W/ FLARED END SECTIONS I i� ICI -- P '�-... _ -y_._ tonic.:..�. ,.16:!x• _ —bn6pn 41.: , yp/� ✓ c. lion. pP h I OFFSITE CO III F 1v /-N��" 14 R �' �7w 44%'- '•4 > • i . 4• F ` 47 • . wtv1,,,4yN 9WALE SEE IB• ss3 RCP PIPE L .42' 3 . ♦�' t t 41•.i1' c . a THIS ET INVERT IN . 4470 III :.1!v I ' X'7 X 24•.TNK :''\ .'.C G '0 • 4' • �, �. ' • ' n / -' atz .46 * ' .Y INVERT OUT - 4649.76 I ,I I 76;00 • 12 D50 SHEET C6 _-•_ .� - to ! , n w _ .�^ I SLOPE - O.4% W/ LONG A - • - CHANNEL AT OUTLET SEE Ill l 'Sr I iC.2:.i . � ft 7347 0,• • 6 .d ``w._- 9` -y r.• y, fyi - -, N_. , -T`•' .•..'ash DETAIL SHEET CS .I.a stn ta.•• , _ �IJ�Y� INMENi.ARE.; a . \ '() `� Z"_ J' !tee T-�t�4.' ., g \ I y / LJ i. I. 3 ... " ./ I NEN4 DETENTION PCND / ••• I _ 1) EXISTING 15" CULVERT .I �ta � MIN VOLUME REQ'D - C a • a.6 64 t Or i.. O OO_OQ't 4 ! FOR IRRIGATION TAILWATER I! 1"' i� 13,417 CUBIC FEET • •, a. .4, _• ,. •a � 11 /r tJ - j• , INV IN - 6B.9 S, :I 75 ' •3 4. I 100 - • �'{ OiS--� INV OUT 69.06 I I'I�P .' 4.4. ../ - .•y' T3.0 a / • A • w �` _ =:._ " - A I0,4676.55 It w I tlg t0 �� 4•. '<b> +'b> 440 IP #b> r ne, �•+ 6 C A I• t' P. f- - P j >2eo dJ> 307 I (A't. G t>a I aI4 '�i >3at w a " 11 1 i I 1 i4 TOP OF!BERM I, , $ .1617" .4 NEW DETENTION POND -� •6TER ELEV EVATION - I • 4 bh _ OUTLET RELEASE RATE 4674 i i it • 0.39 CPS 2 C \ I. P SEE DETAIL SHEET 86 EMERGENCY OVERFLOW AT , I 1 I ,ELEVATION 4673.0 5EE DETAIL SHEET C5 GRADING PLAN W w S m7am EXISTING IS' CULVERT k• !- IA U K FOR IRRIGATION TAILWATER Cat.-- ^ 1p .e INV IN - 70.4 i z Q •+J FF INV OUT -%0.04 j D' 40' 80' 120: �. J v L. ._ S .7•2.10 LEGEND •� Q U e i I PIPE 4. I1 ,�„ SITE AREAS: w W �- EXISTING EDGE OF GRAVEL ROAD BUILDING: 2232 -ta-6• :i — EDGE OF BUILDING CONCRETE/ASPHALT: 8440 J V 3 is ;GRAVEL: 52,25 m� - N yI 0,261 EXISTING CONTOUR 'LANDSCAPE: 42,933 'z o t cc N RETAINED C0NTANMENT: 24,39 t,0 07tw x40 PROPOSED CONTOUR T0TAI. AREA:(3.0 AC.) 130,680 r7x 67224 1I11 4 4 167276 L J -1'-5'-1 aw SWALE SEC A-A Z z o p; a a CHANNEL SLOPE = 0.3% -- ' u o m Lu o as o ts' 117 =w0a as E5 ,3 to n a tO w Z 3'2 0,a), o a_ �v '^a D. & i 2 >�..n 8 vI- rir a 0 $ o W IW.R>p o'CC 1D0-YEAR EGL O c ul 0 * ° to x w In? ��cc tr -100-YEAR HGL ...Kw ova 0 'I1 4680 zNZz 004 Z- - --- -. - dII ��~ o+��r. II Ct M W CC 0r- Or- 1-1'-i 2:U7K? Ztnce? I 0 100-YEAR EGL - Ls"•3' 01' - - . vli ico--'Yc:.; HEADWATER DEPTH AT SWALE SEC B-B COMM nUPSTREAM END OF PIPE _ CHANNEL SLOPE = 0.4% 15.00 L.F. HEADWA a DEPTH AT' - / LF < ��, 1170:17 SLOPE 0.96 UPSTREAM -- 7 OF PIPE y�SL(R' 2j 14% 0 C. DAR 4670 014 18"m-{'AI -• - 4670 41 CO o; 7/25'/71 o o n o; - o n; b I Dl • x Y - 10' ri N: �; m; o �: vA7tTEs �I 0 Q .Z spiI a: tF Y Q N N ei! Il '.:it K7;i..:�'..' .. ... •../:.. s4Z7 N. ^ I.' 1.'"..._..��"''> '-• COMPACTED GRAVEL __ �, CO_m' 11 � CONC PAN C 4 0+00 1+00 2+00 3+00 0+00 SWALE SEC C-C RCP 41 PROFILE RCP 12 PROFILE CHANNEL SLOPE = 1.2% 025 OF 7se:n IS #1111‘ a 1 2' pgr E ptA E yy� ~ N 2' 2-I f2' SOIIARE(ICLE 2' % 2' % i/C t 0 0` 0 .1 0 (2) T/8'A HOLES B B 10 REM NEUJEO TO TRASH RACK FRAME V_ a I� 1-2.-5.---; -I FRAME Al 4'O.C. (GALVAIAlED W/REBAR) Y T co Q N 2•� PROPOSED OWLET BOX (GALVANIZED W/FRAME 2._6. �2 ii 0 y ....2 W 6" I! T ., I NyENW g tZ. f(_5/�5. QUU �• ivP of W asUrtir:s's iLiallt r—r-s'—( < x 8 eel 1 IMOCVAIORNCOSrEEC%ATE y y TRASH pAfK NpT TI _... F �' p�yp .... ...., Ol SHOWN f'OR W RITY TO BE 2-1 N i 109 OF PLATE ELFY- 70.70 �\,� TOP CC 1B'OWLET PIPE • f W RET OfiIFlCF An x O 0% • % I f4) 1/Y•5/TAI SN�SISSOIE T RACK TO BOX W/ I raaa " M R FIN— A NEW ! Ut. (1?ANCHORS ( ) 1/2'E ANCHORS • 8 c __ CR STa8*X_II' STEEL LkkUM ' •• (6 /2'I STAINLESS p� % 2O /�5 Ay�fA' a S EXP ANCHORS (5"/j S C 1E55 OR•STAnlEXSS5Q PIATE /S REBAR WELDED 70 Y % 2' % r/4 1 illige STEEL E NptS NE y y/� Aye FRAME AT a' 0.C. TRASH RACK FRAME ' Oh STA LESS STWE PLATEM (GALVANIZED w/FRAME) (GALVANIZED W/REBAR) Alialkk OUTLET BOX ELEV OUTLET BOX PLAN VIEW SEC A-A SEC B-B TRASH RACK Pow VIEV/ DETENTION POND INLET DETAL ,:E:_I f o:,c•AI tom oar r ,.vr IW'i.a���i r 'amwoot4i.¢ie CONCRETE CHANNEL SEE DETAIL WCR 6Q_ YWC Write 41 ¢ f PAVEMENT rl V� r; Ha ACT ei U9Ew1 BERMS OAD y i-._ - w,a R •mcsaixO�OJKA 4aF COOT(nN,r r ��" '� U ,„....lc ___ ��F sYI.4WALrnla i a-WAS rain)tossaLowitrRr� ��4 I /� / 0100 nit,UOC KMNOI W '�71 Ir�.n..c ` NEW 18'`RLP-- lanrro.ra.asF6AAQ' .�'.C �I. Gw .f I N�y�*. • WA,0 suwArt Ito Y ra tY-b.• ~ IdilliMIS - "� EXISTING 15" CLAY PIPE wxl`•:�x, . z...+r- �, :< CROSSING WCR 64 BEDDING DETAIL FOFC • [YIP_LMYRIICATTn urru Pwc � -'• ELEV a 80.93 3' DEEP X 5• WIDE X 8' I. FPI i4OW /-r.r.;. THICK CONC CUT-OFF - CE WALL —"‘......",..................k.„ p• _�:H is+ma ua...,\ LOWS C-01 OF 'WO au PVC b `� .Sall nw 1 D l -. '� _ nwwc aaAm•�c m*c / O VAOAtal IAa•A'I / •� \ WYW.OAIt X110 Q U L �{—t'--I 'a�rr c°0-s'o°° \ qE + - '/-/ COONS Sala MO �A/0-4 SEC X—X SAC7011.L0 TO A UAL 00. ¢�wc rt wcr 1 ht5 Sy}'Stf 3:t!: _I\• liCt %♦ DI O0 DETENTION POND OUTLET DETAIL aY�w R V vT INKY Kan«VOX a BEDDING DETAIL FOR: PIPE =tF:7e' hW. III 5p3at0C •,Fr^i COaAUJ 3 CHANNEL INSTALLATION �i CI. ,/J F} CV APLICACIONES PARA CANALES t CC I„D r C.;A / S44WR.IvwavhwA1VS100NAA ',ICI TUG 1T.Aft �•O In LU4r 5 _1VAa. -D NINIMUM'FREG DOAHO IF L• �y pl¢atf RSV ammo PAYS,R.W¢ • \/ is.1"Y � fC} "Ct'1 j rirf.t'rrca ma+o.•Arw.rm c f ® - 1L (141.10404 M1 I -re w •• A • f I— 14 i _ lr"}" • ♦ DA`O`rg(ry��� t_ - Ire �Az\•• I I tat-•i.': —� ,4 �l'J<\�",�y\/\<\O ;sc,;, iom I,747-... zz= Q Z uo1. ,.... /\\ 411 %/ � - I i JL,� rA:rr re m.a a$ z / I - c _C_$ \ ', tlL'ertI 1CK:r:.:z ,/ 1 ?YD; NOEL 2 ti' BARS.}� 7RENC•t AS HEIR OUTLET ONSTR CT USING NATIVE.:,. ... e, 3' "'Tn- G \ GRWND AS FCRM 'M)RK. CONSTRUCT WEIR0' MwIMUs1 lin"'��~' .� « \a : THICKNESS I.PO.v COMPLE71ON DF T IMMEDIA PLA ''wRA Z4 ♦ { (Yrr-S,x w Ania TF.MPERAtiRf. STEEL AND CONCRETE LVIMEDIA7ELY, VaOJJ�O�I+A 0��..i. L- l•-rr Ole-M-3040 �/ I w ': FORM TOP 4•. Z �4 F I SECTION A — A z < a". \\ \c\oI �1 �1 �• /. ...Men ` r/ ty- r roa s',.i,\\/re,tlel iitfii.�litirsit-,t/� Lpr ��\ :•. 2rJbi%`Yr`>•'•'L:_ „, , ate, CONCRETE WEIR OVERFLOW STRUCTURE W y'a ? \O J\\ • .y✓t W.Mat Wan;TAMO IMAM Wx'Rl IIIte01 QeP1}M a V.l,YA M.Vi ib a W.Oxman.Ye Offs O ♦Op0\00\�\'J�J\�O'O'O•p•O'O•p'O' nAbA•ml Pr k coma."AOtA•0 M¢noat.Ap'•D. nvlp••1sw Iln.:n Wm wT"r••IY a O.NUTS PRBERM /i ri\r,,,,,,iii\G„,O\O\O\,,,,,/\ ¢n¢o onto*+.ctr.s"r tuna¢na Ma: ..nn rd our, .rv.n%r...clo,a.4wwwww.r Iffy uS Ap nc 0-°OSECI TOP OF Z U nogg o• •alraa r 14 nao, IC ca. .e rtlect Mc ilea.Ot Awe Aria•sac m 10,ANo 1lt..s tap Its..0•r zx ton lento.cc .-EMERGENCY OVERFLOW PIER ;R 3 W wIr um* err.✓ ono NI-CD:MO Conant a. ¢_vx rx•)*wx Cteeara tY can Aa m traanan.%an MW.)ma"Pr Ito con / V w.m 14 Vero r nc Sr. CONCRETE WEIR STRUCTURE_ I..N cant Sr.M eerva r MF IIcn. cons r coma no,.a,Y1x...l.l Ai I1 AM 1u A:n:zl Mt Ka f•r.r. w ' j r O WRAP AT nn w.s "01 ma N wow'•yap n no A«I¢I.ma.r.r+ Asf A wCC.an Ira1.n n spew T IK suet!.4 t,1t :.Ka CENTERED IN BERM .y A I J Ui 1. MELD r•mfn wul .xw..src .I>r sa:v..nn,nrsnrn 4 C ¢nom naa.'/ii[KM Cr et MOM COX utr6HTOza a nr nnKTr.rt n.rtl nmaM \. W LU j;HC 0a • ro-aymc m.Do Yf or ar•.0 wm.r-r 4n Oe-11 m VeCt ao .M A rANa IMF r nNM away*.•Gam RE-MAX SLOPE !E%TEND AS A'a• T'o Cg a''.Al,r tea '• _2% MAX D TO MATCH EXIST GRADE: Z COW.W S.:N T 4 WS.;.OP Vat Al:fr Ee IXl1Tf MAI¢,MM-AiJ Nrn r Km 0,alryir)423 Mlr.•..+.•li'W Cl MV:M A 40 Of cw \ '�i\�\fir/•, MOM a In M.ac 1¢M. Was.W a4V�l Mt Mac NiV . \!���U!\\!\!\�:C:O)SA•) �'rnK A•' a a.c- ¢vY CC 00L400 r-r OIV-in crl:Z`40.9µ Mr.MOM.PIMA a 1 Q TAKE• > •O-Ila.*Mt... .; a4K .ova t 4 R¢pi ci-A,.p R 40 torn Y-•l Y)relact ea A Steel Ws r flan `t• MAMMON nM B'a =DUO lA¢ IO ('0 µ1.Mn up I Ira b((M(R^A 1MR:G1•r M Ola•ll L II ax•"Ma4 Meet a wonsms7 a awayNASAPMr afAln nM{M.VMIIV •••(53 CO cover*Ares Y)canCes ct0 TAKE I :VC:alb ex ova. towns a Mar cr lova•IMR flat I / w CUERrifTpNy pMD C0.1.IM110N C!�rMO�tNrr WIMP ILI CPS,Pct en I Mr at MA W II Con An •a avx4(%l Gi 051.a Mt Ce rl.It b n.4 t4Mw.p4Nl mw f'c•f m w.K•4ODSM/ro mcns.1.w nt t04 •rat sr I`Y'•IYIT'•' 1�ppM L was lee — Is-I. rat Mar 1.• _ ty.yy MO ft,•,A •ant0a.PAM rKM ypV K AMMO Y•L Ra •IR see t Al<Cna HILL M wLn'ww re oucc,sears TO MUM 14 \/O�\\ror/\i\UUrOroU r .1 '"eK la _ • um — ww cawat¢I.Alnyl `COCA.aln AOC Tt Cson.ta fw.ct -NORTH AMERICA GREEN 3•' T�rI • J•// 1.MO Ile APT NR:3 - SOW lOt fl0 C 4110.K• C Of TAKE YA OfratVt VlOoc r,••,lwafl fen • •.•.•.eCv.• :•.'•a�a.wl. .a' "ea'e w / w - w K.®teroTalArA•uw?ktdri SC250 EROSION CONTROL M w '**yamy •• r n SP _ PPM,CPT004 5115 MAT 50250 AS SHOWN •t3) : i w A.fMAMla p VrNwtl.M]4TYla r Va aWAt St OM A•:M .PaeanT 11 IWO I•I. — _ a way cl rwrt«,•0AA"w0An Wccs=Oct C4Oa la INSTALL PER MANUF TRIw a,-I• Lr�/O/O,t�,1{ IAm romps+M wru¢rstern(`^rue RECOMENDATIONS al w Oa 'C'^AMI� ••CS CSWM¢f.m P.f1,I •NM OM P N OIRIN YIPRIP AT PIPE OUTLET evAAw�• Ira r t f anon 0 Wart¢To 01 I 'IS Y:M Vw+Aa ZORstrnn_ritis iiin* a . la . FYIL •¢ AHanw W+•m.:RMf['+4ML � }.y IIICl01CA R0VIROWM T.d VINWA)A IF s I.r:Onw It AMA.c0.0ao la WALL IKA+Daa aa0b¢CA. IIrnCArl a,w:A in* WWW ATI y i{`OMIpan 1trig0 f,V iMKM ca 1004 PM:IW V Wln•atW.A to A p 000:C 10 a.t'(I0 VC ¢MM QAW.YbMCrLA _ t4 TWO?: tIIKp ea ILL.K MN¢ JNA ID, A1KYyrM1ftY iWTIC mCGWC R(p.(V C POPApl gWaRMW MWaaR(WI � •Ca¢4VA{(HQV1lN.N•n YA00Yria'Wa 6IWfIY WA.P.B[n -.... •_ _ _. Ml[ pipOr '—'n ml • . are i " anroeQr "Y 'r Rata calW etA4InK0 A.KrY:AP l wVx¢VC.NA to :c AccpIuTmA --.—.. 7/25/12 .W �I�" �1► is.yI�I� rweryaelpsn"w. . a amnion(Yww m.c.,ac..vol ma. a urrowwll•An KAv.maYro wro.Ax IIY IA;,ew<exiw:s NORTH AMERICA GREEN I }�'W�I`�)�•• -`I'MOIO4Y sox.n vac an•IY•IV .• • lacy: craAS COMA en iA•sacrumP pto way PE a wwsawwtzuwrA¢a,+..m.eYwYali err.« Mw'LIMvIL«�Y� ,.ro . Man ix to> .W wan o Mae WAN Mane A tan w nn•'M4 VC PA Nora ma SC250 EROSION CONTROL se. toe ac4 ealre n cn A bum,¢ON10,00~WA >i�•r\ . Ay A.1 • ., aN.n.•al<fw.Ra4'LIP• ClCY:•ar I 00 a WPC u CO MO IMF Mks Az ,w1e asam w' ,wy . • I• a4.la1rn tonWIC)IK+Uma UMW;Kt WS.MZ 9alfti',0n Wx r LA aa.A. Wwas<b. MLA ofar ra 0 MAW INSTALL PER MANUF PROW �\r �, • s.ac. ww OWZaAer Nleu Vi at ATV YRIS•.1."7"lf .. A cco en at.YY IV.30 Y)Wee LA Ca Co um 20J.act a AU IMr4F(N rev I.05 00 cL NOWC4Yt•0.YVC Y loo !\�•a '� , afro.p'^`I•ari �"'Ina3aT.nJwnw lJSSp+r.awu Kfmo Of1'r'aeaa slow nAc`A'e'arwirs:?oa�" Ita`n OR 0010•C RECOMENDATIONS All«ITnK canna w a I\014i InTVL O.CI W9n •tl' CMa'AOIOl V.1%•rao0 ar vffA. W'YI440(0(0 Mt'10 K am:•'. .04.40 MT _e.:aaa:s"e„w,,,ww"„"` e.4-I)Yn Mw.`".`n¢nAp At.¢1 n.K0.4 sit•04 FM«ooAa"`4' cots)Cane PlW,4, ib ..:Ma OUTLET AND SPILLWAY ^ IaC.GOaL rat a "r r sw 44 Oa.AC a:...f.•...Mika Gan XINS(ttnASO Coto 6X0.0. OCAR NIa¢t r VO I:•40001X a Cane/,n Wan.min C soxre:MAO* (v= nags �tMt» RIPRAP INSTALLATION ,.`K Ira.rwrg K w 0.•.a tows AYtmP as:a:.nn n WPM.a taw1N AM3549 0_F(AU Irro Cal ma IS Y<nu It aaa lam DETAILS Otsof mOL IOf,'I.o cn¢R-oo Into .coca¢PVn an e.AV.w fin F!I!C nsa,e,n AM Ito Ma `�•'��'tfuRbo aw Alannt new at •OISNWII<1Y2 r uny w¢Of ft wCCIOM r*M4 A rs)V.t K ILK r r:u at,r:MN PAM'AA/a.MA Yi OCAS CCWeanlr. Re mamma-nI TILL wt.N SCALE: N.T 5. __-- - - - .- 0 w6 OF 7nos 0 IL diamik / i , - SC. SF-Sr'_SF-SF—S6�5f=SF—SF—SF—SF—SF—SF—SF JSFS� —CIF—SF—SF—SF=SF =5F— SF F r f� `� � F o - - - - - - 7 r (.1-) ag T - --�= — ri g • IiPaco , DJ g " • c_____________---," . . . Enia Ito A ID III — • ,•i a4. • .q Ln to 1 ' - ° LI _ - a �— _ a. ate a L '-1 - .` I 'l • ° 7 e • o -lo •n ' I — ko L Iii 2 I 1 . 1.' r • d -e14 • - ° �" \ 6b, lm \ I—_ 1 VI I I a 000O C. t i ` I p _ as \ `� —�_---__�Y � ` I� N III , I a. s. r ° : fee \ r� _9 ill II f. �::t'eLS:•:°tr—Sf sr ^f- —sr r —eF F----'sF 3r — s. — = r _ —. _ — =_ _ �F=s I r ' /I11 if1 o 41 '1 I• ♦ a II I i 1 I 1 I NORTH AMER.CA GREEN SG25O CONCRETE WASHOUT AREA • < FENCE (TOP) I I • EROSION CONTROL MAT 6.5' WIDE I )I BLOCK INLET W/ STIR�(,h APPROX 28! LONG SEE DETAIU I BALES UNTIL SITE RESTORED THIS SHEET I C l 1 CC [LANGESITE: Loamy Plaint t7aycy9ttains`f.oimyt$lo'pea " EROSION CONTROL SWM PLAN �� Q / U RECOMMENDED D, �, COMMON NAME VARIETIES MIX DRYLAND LEGEND Western wheatgraSs Ambit_Barton,Roaana 20 to 45 g:0 Z - ., - lit Sidcmfs grama Vannbn,Butte,Nina.El Roo.Haskell 20 to AO 4.5 !♦ y5 PIPE Blue gama_ Flacbital.Losinglou 10 to 25 1.5. _ Q �•J Green Nccdkgnns Up to"30 5.0 fCt 1`• CO �PN EXISTING EDGE OF GRAVEL ROAD N}'tt115a_ndthrcad uptol5 73 CHANNEL INSTALLATION (504s1 cca a Grenville.Nebraska 28.Blackwell. APUCACIONES PARA CANALES W --v � R - EDGE OF BUILDING SwielIMOLAI Pathfinder uppto2O • zs y4. GENERAL EROSION CONTROL NOTES U Rig blutstem Xaw u to 10 5.5 / ammo* nOtaterons CO'' !u "' — O - 1Jnk blaesum VaAtOTa Clmmswun unto t0 l.3 •• t�:'1 t) .ice i (°'Y6Y'n •A +Wm:m5. - 7' 0 CONTRACTOR LAVED m,aT ONCE.HET ePRROTECTED.TVtC PAD,Mat.ASN:07. RO 9N)CROWN CORKS IVACO NEAKOK �0ft n EXISTING CONTOUR '"., '.v F al BIM:8.0 ° . . .-.r-.. . . : . . : . . . . . 1 BASKS AEFTQE COM1RN01N0 ALIT VM C1FS0 OR ONADAt ACTMT(5 I COMMAC)OR n'.l.3� \ P.!, Wt5:: .f:- . . . . . . . •. .•.•. . . . . . ...- _ SINS WIT TOPSO2 STRIVING OPERATORS TO 000 INC ANDO III ROACH THEY KILL 0 t I PROPOSED CONTOUR BnBblOpBss Tosoka,Shams ImpTovod n=10 Floret:3.0 ; ..>e •.. ,r.`K• :: • . ••• • ••.•• ,MJID CIS R NC AtT Ta:AU.EXCAVATED cTON OF ihDEap5OlwO MAURO Sau-L EC MO.Lom AS A -1�• ` M Yclbw Indiangrass Llano.Holt,Choyotato_Oto up to 10 5.0 V'>'`'`/ oo 1 �O/pp�$(>OrtiJi JjJ b( °O LINO pS1OR&NC ACE 1Y.N1 E%GVATA MATERIAL St 5 6E ..t1 0 'I1It STbN�N1 IJ•) N ERODE BAI N INTO ME OCHER AU 1RENOTES SHALL BE IIE W Lal OT no: C r M OAK r^ y0❑ U.I.UI4(: u 1'\ 0 RY/L1 Si FM I•hil LW:: 'III: BNCAD:ASI ..I -Milt:1 4 :% b:onx.. \ r /\ WAX:sAa1yL SWL EE P(awMlplrLr aTARLAE(p WOK ccwATw4mR 5 CMSPt%D VLL,.IIN\b LCU.'.1 SLED RATES SHOWN e:.+_.r • yy ' �" �1 j �•\• • • calanl:TE. h•• .Ne.IUK.e...eT r..1 /\ ) :aa`•IL//� • IA• I MS OISTI)Nolo 00 SOL S10WREa DIME LW,OCWIA1nYSTA W O AS DO•NC0 Cl d o.u,.e•• /O\\ O1 / • �� _ :\/ a OO Ly 1C MBAR 0W&naa R000 CCFOR PSTRICE(OECD).LIXWE J.Ty4STR ClctI CRT L / / MANASEMPT MACRO-S.SECTION 10'CROWN CONI Trot•.ML MOWS S01$MID SOL ® 1J ff`S` = Q ttocfq¢Es SNAIL BE WATERED MO TO NIMITAMEO IN A UIRD 0 0000101 At ALL CUES O /\\//O/N I y ' l\� '.Y 0351011.ALL DOD CESTRODC Amor.LLL BE WEn1AR1YS06C0NTNOLO ORE N Rua° COST R ADJACENT r uAL53f CG'^.pdny Wr> /\/' \ '4Y-.2 . \\/ 1—�. . _,»aT /e PROPERTIES As OEIEMM4O en oM INSPECTOR.maw.,OR rturetcM OU. SCm(SEE 9. 4`3L // \ / .. '41...", w': >r\\H\\ S.\\'K!� SOCC PORNO SWOON 14 KR ffiINO SPCOKJ.T'41S)SW CYMRU:ATOM SMALL R MUM. ` 4 SITE MAINTENANCE NOTES: A •" WON IaaAa I+OMMY Al waxrN K ' • �S'� Tr<t• /\�o%\ • •./ N1TM1 T ALTS Ana f111K ERAEf,s REApfa r oa1MBET Anus CO s+oaw.Es Mu rrr. - - - EwusntE.M 4772S .. \•y,(�"` /\\,\ < r\r//\ a STLODIICL lUIPORAR WADE RTT nrunJL 30 Al RAYS IaASW,S S4AA I Pa[m�N0 OR aTXX412 •• DDJ-Fla-20.0 r= �R \\,J/\\. - •'•'•( Boa IXrcCED 104(10)R£#4 MOO. N.I.SOL STOCKPLL SEC SLOPES SMALL NOT 0C 0 A 1. REGULAR INSPECTION OF ALL - Ikl -.A.APr«+L«.. m,ii� i�� y < .•,` i I YPPN .n, SLOPE OF.w1HL (�{ DRAINAGE PATHS SHOULD BE .1— :\r!•\/!\� `.o,/•p .• F LS" MA STUN SE'AES Nam S WI BE PRORCRV 107 T(CRYPT Of SLOVENT-LADEN RAMC 4 .AT OWES An NOT PEC000XD BY 1NC OTT O'ORE LCY AS NI ACCEPTAa1[Mee OF LQODOI 2 a O SCHEDULED TO ENSURE PROPER ji'. SWORN I lanAi 4A WOK WT A$C MAUI):4KM OMTO T•OC CS(KCVO.Icatoc Or oONAY INTATIN SE a1t'Ulna NO On CONING, Ct < N Ea .zr.—. _. 3 Kum n T<.r r M Trwa Vt wnary W ilea M RNV.WA.'�y((I1 oA rq:r is a CAN TOWN"""N"I"sa-`)Y.r S30 ry tr. LVD[cT4a r An,raos+Lw Aeo=MACK WNaNOl.6l1H✓S SHWA BE RECORD?AT THE DO a FUNCTIONING OF THE DRAINAGE aWn NAu rte° WOW Of Teen uMeTe oroe Aroccomf cmgmoor aril TMr ' AWN CC sCI0 TOOw+c+ECO SOL WO MO MTta.TR'w1 Is 00 CO AXTNq i.. On rNIGN OF NO ter'.SWIL Rt6:m AI)twos.-16 3L. MOMI Mq'.0•a core cl)let RIM A KV O swnS/STMCS SPA=00100. rt:r 0.0 Wf EGO'JAYS'KE°'.RCN NBYSSAPY CRT. lAMo:IMO tl s4 PRMA,1m.11a1Eoamr.Au W n v, SYSTEM. cion a a .OM r let ae•. Paauc RICK OF WAY 00.0100 WTI gtE mitt oR KORB WALL DI. POOJ a N AT NE DO Ya E� al F Ku won)IC T e(WOO.r 0 new w WON a(9'7044 L WY.WA UL.Lau IT snwu•e n:a KUM NC ST TUM ILL Cr MN OA•NS NO.Yf CRON AND SERMON_lila STORM Emitt I. NC man.NI 1 Et ROOM AS 0h AS rr Aro nuncio W O sntl ROU'i'VW NlCI 5/AM INC�1O1'w•.'SOWS/SW=S1gtt0O IC SW alma.Sr P�WTAMNTVP r nE 0010000 0014 WOWS/SLM)TO T4 AP'aOMMrt MOS MIKJN MCC M�afnN fAlthEP SEPYOII T T MEASURES SMALL 9I D ANOO gwy.EO.OM s TIER at 3O. 3 0n 2. AFTER EACH RAIN EVENT SITE --mlt A myna oc Lv,l cio OM Ito z .n tam•4--A-(wa-IS Oil OEL1A•. VISA 0ww toy r YAKS.-,m.10.•DO 000 0104RESS AAU.UPSTRwa.00ENOM a'tsPr°POSA10IISWO OFT� TALlars Tip 41IE Obi ,T sTORIISOT a. 'J ill O SHALL HE CHECKED TO ENSURE ! AK man O U.Meat Loa r ame AT MP r sot Wort Nat X A0 n Wit A Ws r un s/ YTT MMOpw aY Ia 0 OD AWN MI A a 05 0 SITE 2 EA EROSION HAS NOT OCCURED AN W OR tr -lq. C.MONRWIp LUT NC NIs q,NW TOW. WOWS.w caA•ACI Od IIWOI NflA WNW. tU 1W-• <?a 04300 AIw1(E E.KLACOT M V.must K CEAWPO M 4.37•Am.r•O-(5 ar-,Sam WITCO°Cl.flats MO NO STMMO M 1 C(1(R:ULNA a MUD KOORIDA roe x LONG-TOM STA8LSY Of OP AID OA W 2 W OSED CORRECT ANY ISSUES IF REQUIRED. i E A. Fa WI • T w vu.COP(NNIc.•RR.OTmL A SLWU oEa Xr n w.wo•r0 AT 30 M Lo ROI(ON -IS W ATMvai Or A KIWI wM OF satyrs P D In ROM" TBUS.0100 Or 4 nP1 BEST IO ERMAIWIT mIwT PRAcrl ODYER ON O. -E - trim lIroLC 4•Vo VIM MMT NO C OD m Or COM ON*wm•a0M r Tc owns sEcaa la vActrr. • _ ^ L T S WN WL PO Of M(NSW,WO IL WTORSO AIM A Nov Of ANLaPSSOW N4R.tlwnLY •1•{ID CV)RIP.N A M no 00 OW F C na 00 MC 1704{ atfRL NC 09!90 Td MRCS WIT SlaNC i! 3. SNOW SHOULD BE PILED IN SUCH A - : .1 NOIf _ ML GP1510uCI,CN 1110199PMALL M wcoc.aS VJO a STORED ON STE MST SE 06PCSEO r •a Wog 930.°MMnAM NE Kt Or SORE q SDK 17495 COMP MW a Bs M MY EE 4.009,:T ro MTUT.mat let acre PMrfRtr MO MAT:wljl APPOGLBIE wATU¢AL Sfi£LY DATA SKFI EPoIENA (� MANNER A5 TO. NOT CAUSE PLUGGING CCII°w"'"L.CTCOO MOOCTT "":"M L.gn..9A bfEAM1 _ M SAIL SWWW ITA MORROE PORN MODER MAY BE ENS MR ANY wOATMNS OR MALFUNCTION OF DRAINAGE 000•11W00070 e„�„ ) ,`,N` R,v FMB srN.l •+CPaa•AT.L Mi-W STA S TV a WWII mill aLDA1Mo ETON M AcnaLs CANER @Y sTE CC11lRA010X5.st9CCM1YAC]OPS MAW O7LAIA,L /CyW.. N WORM STR V•f C TCM IA6Y Coro NOW SIW1eS N O.w[M MRS LR •{. SYSTEM- 5ECTIC N.A a N:NRw>eonrwnEd qNw PCNM.Nn.:Ta owtt OG'tarot SIAM 3 WC LtTmaa -Cl LOIRE SOT Or0M MOSS Ca SIAMf 4. RE—SEED A5 NECESSARY TO GOKA`T`"""°`"NA Patio-Rai PKB' 1 utsowEMxTso"mct.LcWoxh 'y"P6ra +MM MAP HWiq trATblrOSOWI0 WC A gNiCLS%NI IO MAINTAIN GROWN;COVER TO a INC gNram-Non MCA Now ISWOWowa WAIN TAM OW= "r" OTCASIC wawa 1COONq art A IIIAl1NN0 T Amu •U ir'ACT/ANOWOWW r IRS OWNS'SC OIPC ARDM. I ATTACT°NG 140 SLIT FENCES EROSION a woo a AAw S SC KavTA WU POwq Our Vd KIM AStrwN,OS ELIMINATE SOIL .waEIWaNPea.T.nanrwoATMN.oa AT r S. 04. ma Prw6•Areq A.o oWOOat-Xu seccT!to cream_ a S0O YOLKMCm AT M rKTLCrais a.L Mt a.00 WA AIO "--T mo WOULD -NN CO•LCwU OE SC WO. t1) SEF/n 4' P't"M' 54. IF EMERGENCY OVERFLOW MAT WOCOTIM`LTAwTTro CCCT.a Tn T"r"m`r T`°waaN STOW 0 MOANSlmeu.1:NTAgCOlMLCCO'MiiCi.''°E WO sww .` ln�' n til U! NtwaIIARAGLAM,gwr WOIIL,NVA YCNIIN I,°L MASIAATLY a BECOMES DISTURBED DUE TO .erwt"Tossato LSWULN'tTL�NITWALmeLoiCONTM"ro.t .,MONo'^°Xco.a.'Iwo WAWA IlOYSOC0 u A^EAac«r°v.FOOILOm SEWN root "°CAvAaT Ni .�ir�w CV TICS Lau TN oo OWES Or it STORMWATER REPLACEMENT WITH RIP rR0iEw eanNwwNrt NN1 a1s It 3004u P°" ° A" 10.1t710000 LA "uawW w.oEr(+Swr Nan«Pae PCT V DI w) CC NOV OM pV( :AL AMP ox w, TWO NT PSTOna Tr SA Lln.1 LA W111•/CTO.OO wu YHA a (PDOME Mu CS u CORM BJRIC KKK Y Nt'MCrt u SNIR lCO.A LQ Cl/lOATh 1 .Y 1010-——__. 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AWN•EwA.WMIE SIFT Clew WIN CA RTAUII CGUMC000AC CO IV 7.le MIJCAC lr]PAW DMUS M ACAS NR.Y 10010.04'YAM WA RW.M AAA R ONAIRO OE WOW NS NS A ME0VALOY DE 30 A 10 PEI •.MOW r(CT'N CC WOW W®J AL OA 1 91..RE umM(A 0.16E n NUNSL-.CN(AIM•.•llMNgi NR 4'110 b:Y(AM{•:10 AO SOW n alas A RACE O[TLOJ D.WOO .LM w L 1.0$ MC SOT FMCS OWLS eC I/O WOOS MelSuaTrASE ON L. 'X OWAS°WOWSMRNWLIAIC E OM W n0 Let CC M OM OM CORN {RIO.9Y 103K I I • 1030 Man IC //V,�_ q t to o0 3r MrlN(a0 AIR 0 Ss on r.(300 NODE Y~WICCCIUCS W.OPAIMIU. 4110 WSW NOa Nan 0390 NO Flea.CJs—COMEMe Washout Ana •NOI M OUT µ LYIOCMw1 K MU4 ROC x sr MtnlN.W)•M 0 CSWGS r w5 r 6'(15 CIO(C USX AMA ASSUA N VS NWVS CIECIMLML ...AI, O SILT FENCE INSTALLATION Nir ♦ el OF lams KING SURVEYORS , INC . 650 E . GARDEN DR. WINDSOR , CO 80550 WELL LOCATION CERTIFICATE SECTION: 26 C4A TOWNSHIP: 6N THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY RANGE: 65W FOUND 3 1 /4" N89'18'32' E FOU 2630.06' N89'18'32"E 2666.93' ALUMINUM CAP ON 2 1 /2" PIPE LS 10855 ND 2 1 /2" ALUMINUM CAP ON #6 REBAR, LS 9644 z z w o 0 0 o I I 10. <1I GI -, co A51/16 SA' m SEC 26' SEC so C4A 1924' rn N) CA cD EX. LYSTER E 2 -15 co 201 ' SSW 1040' I b cc) rn 1 I tpl 0 c�nv 11 FOUND 3 1 /4" l!I.HALUMINUM CAP S89°17'28"W 2645.59' S89°17'35"W 2664.59' ON #6 REBAR 1N LS 34995 FOUND 2 1 /2 ALUMINUM CAP w ON #6 REBAR, LS 28656 \.Q ` 1250' lo NI -4- w N N Nn BOTTOM HOLE 1405' rri SEC: 35 N N acn ND I� Ql SF6 35 cn oI IN 0 co zI FOUND 2 1 /2" ALUMINUM CAP ON #6 REBAR FOUND 3 1 /4" LS 26288 ALUMINUM CAP S89'20'48"W 2645.70' S89'20'48"W 2655.18' ®SON #6 REBAR LS 10855 In accordance with a request from JIM GODDARD with HIGH SIERRA WATER SERVICES, LLC King Surveyors Inc. has determined the surface location of the C4A to be 1040' from the SOUTH line and 1924' from the EAST line, as measured at right angles, from the section lines of Section 26, Township 6 North, Range 65 West of the Sixth Principal Meridian and the bottom hole to be 1250' from the NORTH line and 1405' from the EAST line, as measured at right angles, from the section lines of Section 35, Township 6 North, Range 65 West of the Sixth Principol Meridian, County of Weld, State of Colorado. I hereby state that this Well Location Certificate was prepared by me, or under my direct supervision, that the fieldwork 0 1000 was completed on 12-13-2011, for and on behalf of HIGH SIERRA WATER SERVICES, LLC. That this is not a Land Survey Plat or an Improvement Survey Plat, and that it is not to be relied upon for establishment of fence, building, or other 1 "=1000' future improvement lines. NOTE: SURFACE LOCATION BOTTOM HOLE 1) Bearings shown are Grid Bearings of the Colorado State Plane Coordinate System, North LATITUDE: 40.45253'N LATITUDE: 40.44625'N Zone, North American Datum 1983/2007. The lineal dimensions as contained herein are based LONGITUDE: 104.62766'W LONGITUDE: 104.62578'W upon the "U.S. Survey Foot." PDOP: 2.1 2) Ground elevations are based on an observed GPS elevation (NAVD 1988 DATUM). ELEV: 4682' 3) NEAREST EXISTING WELL: LYSTER E 26-15 201 ' SSW 1/4,1/4: 5W1/4SE1/4 4) IMPROVEMENTS: See LOCATION DRAWING exhibit for all visible improvements within 400' of NE 0 ERTY LINE: 422' SE disturbed area. C 5) SURFACE USE: CROP FIELD ,��O LI FL ��(�6) HELD OPERATOR: RON EDWARDS LEGEND O� `°'GI-A°v°p S� NOTE ° v , p O According to Colorado law, you must commence B� = FOUND ALIQUOT MONUMENT .' ` any legal action based upon any defect in this AS DESCRIBED W.L.C. ° within three years after you discover such 0r2 defect. In no event, may any action based upon O = CALCULATED POSITION Michael etif Ijilka — On B f King Surveyors, Inc. any defect in this survey be commenced more ® ° than ten years after the date of the certificate = SET ALIQUOT MONUMENT Colorado . ' 'sed Professiof�gt nd Surveyor #38106 shown hereon. (13-80-105 C.R.S.) AS DESCRIBED �S9 °°°°pp° } ,°p�cb PROJECT#: 2005109 'vALI-At KING SURVEYORS, INC . 650 E. GARDEN DR. WINDSOR, CO 80550 SITE SKETCH SECTION: 26 TOWNSHIP: 6N C4A RANGE: 65W N89'18'32"E 1333.46' N89'18'32"E 1333.46' O LYSTER 8-26EG-WD LYSTER E 26-15 in 00 SW1/4SE1/4 SEC. 26 SWI/4SE1/4 SEC. 26 659' FSL 846' FSL N 1972' FEL 1974' FEL re) n — H O1 LAT-40.45148'N LAT-40.45200N • I LONG-104.62783'W LONG-104.62784'W Q f' s PDOP: 1.3 PDOP: 1.2 I © ITI ELEV: 4680' ELEV: 4680' L%!J _ L - J Icy NWY4SEY4 r �- fl NEASEZ c) 0o SECTION 26 I I SECTION 26 io z (� U' 0 0 I '�Js' i______ LYSTER E 26-10X LYSTER E 26-10 C4A 0 NW1/45E1/4 SEC. 26 NW1/4SE1/4 SEC. 26 1810' FSL 1795' FSL (PER PLAT) M I ( o 1971' FEL 1981' FEL (PER PLAT) O LAT-40.45464N DRILLED AND ABANDONED N L — — J LONG-104.62784'W LOCATION PER COGCC i,,.4 4s PDOP: 1.1 WEBSITE MAP ©t �� 100" ELEV: 4688' IO © *1 LJ Gal Is � m Zii L _ CA :Is SeatSEYit 1 -4 SEY4SEY4 0 © 0 o SECTION 26 10 SECTION 26 o LYSTER 9-26EG LYSTER E26-22DX Z �� NE1/4SE1/4 SEC. 26 NE1/4SE1/4 SEC. 26 1� 1989' FSL 2037' FSL FEL S89'17'35"W 1332.30' S89'17'35"W 1332.30' LAT-40.45514'N 658' FEL 657'LAT-40.45527'N \ V) LONG-104.62313'W LONG-104.62312'W O o \ o PDOP: 1.1 PDOP: 2.5 ELEV:4688' ELEV: 4687' W M J r -I \ lb * 7 ry Io I © I \co I ®O I m J M L - J \ L'__ _IIt, o °' N WY4N EY4 N EY4N EY4 N) LYSTER 4-26EG LYSTER E26-23 oSECTION 35 1 SECTION 35 SE1/4SE1/4 SEC. 26 NE1/4SE1/4 SEC. 26 659' FSL 1344' FSL 0 4 . 671' FEL 1305' FEL Z LAT-40.45149'N LAT-40.45337N LONG-104.62316'W LONG-104.62544'W I PDOP: 1.6 PDOP: 2.2 BOTTOM HOLE ELEV: 4680' ELEV: 4683' Ni- o I o 0 C4 04 v I I I 06-4,_J ® I r; LYSTER #4-35EG HOSHIKO #1-35 NE1/4NE1/4 SEC. 35 M LO ® J � NW1/4NE1/4 SEC. 35 ('A 660' FNL (PER PLAT) 518' FNL (PER PLAT) • SWAN 04. SEY4NEY4 1980' FEL (PER PLAT) 650' FEL (PER PLAT) o cn SECTION 35 SECTION 35 en PLUGGED AND ABANDONED PLUGGED AND ABANDONED O 4. LOCATION PER COGCC LOCATION PER COGCC Z WEBSITE MAP WEBSITE MAP S89'20'48"W 1327.59' S89'20'48"W 1327.59' 4 CEI-HOSHIKO #2 HOSHIKO #3 LITTLE WILL #8 NE1/4NE1/4/4 SEC. 35 SE1/4NE1/4/4 SEC. 35 SW1/4NE1/4/4 SEC. 35 660' FNL (PER PLAT) 1980' FNL (PER PLAT) 2100' FNL (PER PLAT) 660' FEL (PER PLAT) 660' FEL (PER PLAT) 2100' FEL (PER PLAT) LAT-40.44778'N (PER SCOUT CARD) LAT-40.44417'N (PER SCOUT CARD) LAT-40.44393'N (PER SCOUT CARD) 4 LONG-104.62306W1 (PER SCOUT CARD) LONG-104.62306'W (PER SCOUT CARD) LONG-104.62831W (PER SCOUT CARD) 0 700 ELEV:4667' (PER SCOUT CARD) ELEV: 4657' (PER SCOUT CARD) ELEV: 4664' (PER SCOUT CARD) ( 1"=700' PROJECT#: 2005109 KING SURVEYORS , INC . 650 E . GARDEN DR. WINDSOR, CO 80550 ACCESS ROAD MAP SECTION: 26 C4A TOWNSHIP: 6N 1, 1 N RANGE: 65W t o 1 J well 4729 •\ 600 /_ /11 R / ) 1 or \\2 •l•, 23 0 23 z • 2 Llei !I o / ho' \ / \ i 1/ . --Isr • '' \--"\\*\ : i al � �i . .:1‘lS\N)NHI. k\\ n \ \ •„1 ...\\Sao ' �> ` ' �• / : = o � ' I ` CR 649\V� ' � ' rlinp •1 • Darl>e ig • •se• ` o • 4724 ROAD y 6 •Raneh .•a �;_ ! 4703 • — - • _-' a • 46; 1 • is •e 47/0 • &Do 4698 N _ Qa I — • q pr Is 1 i' 9 ; a • , x4 os.. `` i O /Cf •43,.. Well — -- -- --' j I •Ni 47?O pp,.. i I I pp,,. Ir ` �j - V - 4670 4699 L b 1 o I • GI . 27 we)1/4: Clover) Cloverly 46• . k�00 4690 t ini i ''.- eI E A I \ • -N : T . - - - I 1 - - M -- } 4660 �,\ be CM 1 \. p 9 \ w • f, r of;�1 Pie ntV ley. • , • • • I '� i 4684 _ ROAD i 1 School' .•( • 4 'f 467/ ' MOODY, • • •• ROAD M 10 I I RG I I - .170770 BOLA' .----- \CC:". \VA / I 9 1 • 46i° 34 1t r 35 36 7. • n J A L L �a, E Y c�60 ;i • _ - " W • tea. I o0 , u N W �• • ( u I � u O 0 • • is a 3 4666 • • . • ip ROAD 4659 "4653 s • ACI33 \ . • ROA . • •U 4111.71\, :a-"- , • • p--- -- - -- - - -,•-- ' — -_ — - _ - �� ..4$49 -- ---• - ; 4 N - • i • •' • • fl • CR 62 �o a - 46 �0 .` > 14l 1 kti 1 a q e • • 41 W •1 ' i 4 •it N. / \ \ r ° • e " �s� WELD COUNTY 2 \\ a {` r-\ . fw ao -•,.....,..,.,_ MI1NiCIpAIn AIRPORT �2/ �` \N,!J_ivI • J • a _]� AV, unicipd _ Ch r j/t) • \., t �(/J�yJ . 2005109 KING SURVEYORS , INC . 650 E . GARDEN DR. WINDSOR, CO 80550 TOPOGRAPHIC MAP SECTION: 26 C4A TOWNSHIP: 6N RANGE: 65W 0 r o °well fly t\ Or p p v / 7/ ///:. sec ° \\ x,22 r '!•. ` I 23 0 23 z •• :` i , \C3 I 7 • , ° / b1 0 I \J N. `i� �i 2 .o Oa 1 / • - 4 °• \\� CR 6,6,\11/41:k. : earling . . Darljug • L ••°• or . •...,4.).1.4724 �. ROAD .ti Lake . ' C11 i'° 4703 i . 0 r — 4698 O - • 46: 1 to `° 47/0 i 9r • / _/ pi-,.. \ 0 4 8 U I I 9 I A • ' x4 os.j I g ref •C4•° ` Well -- --- -- k• 4.tl n 472C1 ' v I - 4670 4639 1 v P , " ° 46# IF/C 6 ' N.. Cloverl }overly 46� ►' 4690 - k1oo ' I I ' I • - 0 2 i E A N T.-- - . - _a;. ___-- —)\ IV 4660\ A\ I ,ys C44 \ \ _ 4680 _ R0AO ,\ j SC11U0_\«•( •• 4 of 46�I MOODY • • • • ROAD• es 6,-.468I I,. 1 / ' i / i �1 so 1 a6 i‘_ - R077O/1 HOLE' -----. \46 \ -7C1) .-- ...- 1A6 34 �-- -7- 35 36 • I _ •6i. V ( i i r P •l • •A L L ,off, E Y `�,0 il iWW _= I /, n cs u �° Iii [1 O y0 • \ . o o �• it `' • 6 s 4666 irT__ • . •• t4� ROAD 4659 '4653 P • suss \ • • ROA •n 4662,. -- e n O• . . • 4649 • • 4 to A • • I °' CR 62 ° yo " • ', r -_ tt — �. W a + f I 0 •1 1r 1 / I ' J 11 (�, M 76 ~ �,Z- . MUNICIPAL AlRPOR1 2/ \IN..; ' o • • • u1'—'� -------- . ' _ '+` 4 ' . 4Tis;s Greeley4 N ) l " unicipel4 �r�As ., • /7---,bie • g •" /',/,/ '" ' i -.nag : 2005109 KING SURVEYORS , INC . 650 E . GARDEN DR. WINDSOR, CO 80550 LOCATION DRAWING SECTION: 26 C4A TOWNSHIP: 6N RANGE: 65W 0 eic__ ss IMPROVEMENT BUFFER / VA\ O / 400' . ; , 1 I E °G ® I CIA t 400' I 1 C © \-- DISTURBED AREA I N F � x :y,::+ ... .. :: K E G D • L ;® / H _ r, :`• t M Ada CA-) SOUTH EDGE CONCRETE DITCH 475' N KTANK BATTERY & OTHER PRODUCTION EQUIPMENT 325' S (s) WEST EDGE DIRT DITCH 534' E L LIGHT POLE 467', 513' S C LYSTER E 26- 15 WELL HEAD 201 ' SSW M OVERHEAD UTILITY LINE 608' S D LYSTER 8-26EG-WD WELL HEAD (IN WELL HOUSE) 384' S N FENCE 250' S E PROPERTY LINE 470'W, 422'SE \v / TRUCK UNLOADING AREA 500' S F LOCKER SHED 260' SSW G GARAGE 378' S NEAREST H STORAGE SHED 436' S BUILDING= 260' SSW PUBLIC ROAD= 1023' S / PUMP HOUSE 375' S ABOVE GROUND UTILITY= 467' S 0 200 RAILROAD=5280'+ PROPERTY LINE= 422' SE 1 "=200' J OFFICE 396' S PR0JECT#: 2005109 KING SURVEYORS, INC . 650 E . GARDEN DR. WINDSOR, CO 80550 HYDROLOGY MAP SECTION: 26 C4A TOWNSHIP: 6N RANGE: 65W D { • ol % \\I D i n 2° tP'P. i' O \,1,‘ 1 N3tros,/ \\ \Da1rting .( . Darr •ROAD h • 47/0 et 4110 4698 rf 1 9 I :l � ., . ,I I s f 1 - -- - ----1 I i[lifio_.1 _ :r ikic" 4.seglosoz.; O o Y ,, 2c • „„,.... ib•-•—•roba - 1,44 7,' We Clover] -Clowerlyy 4s 0 , 4 1000' RADIUS _ _ SOUTH EDGE CONCRETE DITCH 475' iviO • Iv______. ,,.. / 'le N T _ I - _ \0444p, / • EAST EDGE CONCRETE DITCH 647' ta" I— WEST EDGE DIRT DITCH 534' d .o o° \ 1 • l • i 1 ` e� "� I '� WATER WELL 1024' • -•• , 4671 I; is:N.. • 4 ' WATER WELL (BRIG LINED) 872' *I 'o o // WATER WELL 1178' l �` WATER WELL 856' • K.T • • �� a._ _ _... I • , Li - . . 0 1000 1 0 � I--- T a Cet .NN1"=1000' , --' ,, 9 17 I I ` o PROJECT* 2005109 C4A TOWNSHIP 6 NORTH , RANGE 65 WEST SECTION 26: SW1 /4SE1 /4 WELD COUNTY , COLORADO WELL FACING NORTH PICTURE DATED: 12/13/2011 ;lr .•+a.r t_ Thtser J'�� r _ r may.., - , • •. i a,mow,+ 2 y S +�� �7r�a" � • T -."' wry at 4 ��t� 4. \ yt •. \. QCL• :...may . - 1. ` �. • fTJgYT-\' ",. V`r. ) l ��[[ii �1.Y �A`• •._. i • •y�tl� -r II -i ' Ate. ,J `. �. . t• �.. ' R• :� �; + •,• 'w �. -,.•••-‘),, .1c 44N... ♦ lb ,„4, ' ." . * , 1 • : • . if 4 . al • . . • • WELL FACING SOUTH PICTURE DATED: 12/13/2011 ..+..z- a:: as .A n-aa.-.”.:.>•-- - -�•.l�- : 1 _ .. kY�..r1•� -yv-,. �y,I���`T?� � 4 ..,!`..i� � > - r •�-.. � -..:= ti++^�.NtJ .- µ. laiti, '.'.`^ t 'Y'.•=i 2C 2wr' �• .,?-may. J Z•y- prime 1L�, ' ♦ s {�'�r`.Z}� j ,`-yY,.,.-_,.="c"... u;.+a:...•. 2:• .-r&y _- f.-- 7;;`c�� '�L./ .4.,---,,s-r- 4.,-" Y �1' k"' t_t �--`y -�:'r' .rz9rr-r. a• �,�a • nre,,„. ^,':>.7`�"a -N. '.- -31--v$5ii— mot_ z..,-.yi..•...• --C : d• -ar _' ` - a ✓ It z.+- -,@y[7+ -S,4 ••�o C` et^.--„r... ".. 1 . � D"af' �4 } V �9t.a� •/+� j�i.. ' •�^�d t .. _ ✓, r `a. .��,,y}�� s-�. ; f-'�•�a'E t ,�! v t aC>. Yfl rc ar`- '•.r- .11iw' 41frialti‘ `�''�". „ flTj !tP -`. , ,4 . ..... ._. -. 1 c:mac.— ' ,_i rh'N ra„ , r Y J __ � _=. --�'n • i yyam� / ,, - �• .Y , C .t..1 1 r `If_'[�1•.� .. i. � ... .4y_s� x:l�`�.1- �,._.;• • '4 -W 4 a ��_1 I-- ' , P- .. tI .. /' -`� a . I. E. y' -. • d: -- J fir. f •• ".. :r-4K-, 1 `. ; :. PROJECT: 2005109 C4A TOWNSHIP 6 NORTH , RANGE 65 WEST SECTION 26 : SW1 /4SE1 /4 WELD COUNTY, COLORADO WELL FACING EAST PICTURE DATED: 12/13/2011 1tNajA- ... .Med:At a-Aoa—.rm.:I.� '4�-�`.l�l Q.^s'�' 'tr.1�S Y �a�- _ Z �tiY �.... [ `L j 'PF.- a Y S •-1 rrtedAS ' •t Y j F•F. ♦ '1Mi1L� -.teatsdC N�. tw +..mow.�� i '•' w -3i .t�eo x�.iy t.3 "... - .; <� - C_p.L..y. •`t}{."�L , r+2 . • se ti`h..� • \ t $ a' •y}. r r . a, .. •� � .a l • .� . �: , Jek 'fl ' l�f. ;ike ky T.� l t�"J _ sN•�' j ' t - - -i' 1. ' 7 WELL FACING WEST PICTURE DATED: 12/13/2011 r.! li T "--.• _ .. . ,,. ___.,.......w.- ►�-, .1 ,'�'��.,Kq,..'C'`�?w.�-'.'`=r'L'.q{s`y ,'ti'�K�i' y - It3'. 'L.si tiF� .�•y 7-f. 1'a✓_yg - ,� xn 4.Z^. •iJ• 1t` x �. --. - a-s-, • A•nitr- •> -$. '' ...- _ __ T�� 0_.1.,^I.+T ZY9rC'.`hIF , `�•�FI�� c -^•. 'vt.."C" ' } Ye*'„ r� C�yh14�•�.w•�_�-fl, a!- • __. -.q - twn'.t."'Ip_�fvi 34.41 •P_-�.. .L _. - l ti . ^ .> "a r-. • _;}.iii _ t,-}rra-. ,�v-i^^ c � ../, _ ".-c°r; _ '� t,�-7�arti'C�i _ z.f ��1 .i..• •�'•r��+•T!- - r?- �!^' •s _ •''- _• -arty., •••••/ r7t �' tom" .�! _- 'om - T.-.rte• �-: • - RA A` ;;s(-....- ' .._ !-f' '- .nd tr car • r_.ry....r. �,/� r ft -Ida �.y YI -JJ__ 2*rT !!, 7tTt * r }tea PROJECT{: 2005109 KING SURVEYORS , INC . 650 E . GARDEN DR. WINDSOR, CO 80550 ADJACENT OWNERS SECTION: 26 C4A TOWNSHIP: 6N RANGE: 65W , , h , GREELEY WTID �' COUNTY AIRPORT /' N'.... AUTHORITY 7 NI \ I 1320' J L YSILR FAMILY FARMS I CI C4A 1 \ \ 1 1 I it A 1 I. •`r r r,•LT .,, / Ar'ti 1 I7.41 5., \ :2IkNitil 1 1 - t -' \ 1 GREELEY WELD \ t COUN7YAJRPORT I . . AUTHORITY LYSTER , { r FAMILY FARMS 1 i 1 1 1r } 1320° 1 I t BOTTOM HOLE :. •• S`HIKO FAR • C 1 , . \ / GRF,ELEY WELD / COUNTY AIRPORT \ AUTHORITY / I \ / N. f 0 700 r • 1 ".700' PROJECTf: 2005109 BEF RE SUBDIVISIONOEXEMPTION al E�;.�IIBIT SOUTHEAST QUARTER SECTION 26, T.6N ., R. 65W. , ,, r ,••,t"' EAST QUARTER CORNER CENTER QUARTER CORNER "' `" " SECTION 26, T.6N., R.65W. SECTION 26, T.6N., R.65W. • ' F: I s" i'- . : » .. y. V Fr/l'GUT+'Tit 5'31�5t� �t5 r:LR�P'� �a�'nr� "�►{ „ ^a�vn. i. Iiii -•, M-- ti I. MO\ I ' lai7( ,i , i71;120.47. ` .V. .4. a ''. Y l •Uj I 1 , ff: f$, OIL/GAS ---N a `r:' WELL ; OIL/GAS Ci 30' RIGHT OF WAY - 1 WELL Th30' �.� RIGHT OF WAY - 1 ';--. h r : t ki A PORTION OF o Q LOT B, RE-634 I Y h 127.003 ACRES t " l ® V w . ._ OIL/GAS WELL W fi ' ?il 44 ti7 OIL/GAS ;.. . {�j�. 1 Qlt WELL I _/GAS �':; , ; :a 9 + `;`,s, LOTA , 20 FUTURE I 1 'a �L-0J=/ RIGHT OF WAY 1 f I 1 > a 30' RIGHT OF WAY .___ ypy ,• '',. TANK I : '; • F • ti I � 1 -piwt WELD COUNTYROAD 64 ;at SOUTH QUARTER CORNER 30' RIGHT OF WAY - • I • k SECTION 26, T.6N., R.65W. SOUTHEAST CORNER ._.1 i. ,. ,,, , ,.. � . �: . .•. : � �, SEC ON 26, ., _65W. � ; 400 200 0 400 1 "=-- 400' Ira ICING SURVEYORS INC. PROJECT NO: 2005109 � • � 650 )E. Garden Drive I Windsor, Colorado 80550 DATE: 8/22/2012 r • phone: (970) 686-5011 I fax: (970) 686-5821 CLIENT: CONQUEST WATER www.kingsurveyors.com DWG: SE-BEFORE-AFTER-EXH --1 ck re ft - K a U r-?1 1 `> 1...r=rj H WV 3)1 I^ _i I IF1 L TTIL SIt 1 — 1 z _ 3 n 1 t 1 I _ 1 ., ,U Ai- J U1 L__, CR66 1 ; J re aR 66 COUNTY ROAD 66 - — =� I ` \' 4 �� 'I� _ COUNTY ROA )Eli -- t s -' \ a' 06N - .. - - k iNti3/4\- in 06N U L 65W 1 74 , 64W / l COUNTY o 64 S j \` " _ �= _ I • USR12-0069 1 �jr I HSWS SITE -- L 11 & 12 i--. -t J 1 & 2 I LDS PROP I \, R C:R 64 opottcry 'D 64: � - - -t---4.11 PE(R ION LEGEND 4 / L cr 58EI rstr 1 S. KELLY o 75 -�• -o,, _ m 2. J. WALLACE z •'• \ 3. L MEYETTE " 4. P SCHWALM v h1 & 12 _ CR,6'l..s 5. P. POPPE n. ___ •_ co 0. L POPPE 4O I `?L a 7. R. FEIT K 711 rB. 5. TE115LEY Z i 9. W HOWARD a_ 10. T. TEMPLETONoffo ,,11. S.ANGUS U J 13 iI12. E ANGUS COON-Y ROAD u . j CR 62 r" " 13. A ANGUS 74. M. LUTZ ¢l S ICI 15. D. HOSHIKO USN 'r 10. T. LOBATO i-i l I 65W 16 D TEMPLETON j 05N __ ._ ���_ J±6TLLJ —tes , s-,w•, PROPERTY OWNERS IN OPPOSITION - SITE LOCATION MAP
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