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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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20152223.tiff
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N i . ._ r1- r • ...---1 \ t J S--- .. —,1 i I -� r,, _ H ( L . i . .la . c___.] . Lk , • . . * �.i ! lir I [ I 1 - . �- drip• \ • 0- i� a 4j • \' 'i. 1.. F ` A% sal- ✓t ` , _ f • k 1 1 \ i _ C- w f USE BY SPECIAL REVIEW PERMIT - USR 15 - # # 1_ 66 BUCKINGHAM CRUDE TERMINAL & SWD FACILITY U LOT A, RE-0539 -34-3 REXC 14-0059 iu BEING A PART OF THE SW 1 /4, SECTION 34, T. 8 N . , R. 59 W. , 6TH P .M. Lt WELD COUNTY, STATE OF COLORADO o a ET w O o O m d- O 0 o N o w d' c w 2 o p 0 o d w ce SITE SPECIFIC DEVELOPMENT PLAN PROPERTY OWNERS WITHIN 500 ft. of Parcel# 053934300007 USE BY SPECIAL REVIEW PERMIT 06§1 DEVELOPMENT STANDARDS NAME MAILING ADDRESS PARCEL ID# t , 0 2001 PROPERTIES, LLC 22791 HWY 39, WELDONA CO 80653 053934000016 3v �S z , 29 8 7 0 Q AMCON RESOURCES, INC. PO BOX 3025, OKLAHOMA CITY, OK 73101 053934000016 & 053933000018 ^ � L 2 / © © BRUCE ATKINSON 327 CIELO GRADE, ALAMOGORDO, NM 88310 053933000018 & 053933115001 sJ gd CO SOIL TYPES © MITCHELL MINERALS, LLC PO BOX 488, HENRYETTA, OK 74437 053933000018 Amt SOIL 74 I 0 BETTY JEAN CASTOR c/o WELLS FARGO BANK 053933000016 c 44 - OLNEY FINE SANDY LOAM, 0 TO 5% SLOPES POB 13519, ARLINGTON, TX 76094 I gm `\ 2 c y 45 - OLNEY FINE SANDY LOAM, 6 TO 9% SLOPES 0 EDWARD B. DUNN 481 SPOON CT, GRAND JUNCTION, CO 815077 053933000016 We 1 33 54 - PLATNER LOAM, 0 TO 3% SLOPES 0 FRANK W. WINEGAR TRUST c/o INDUSTRY CONSULTING GROUP, INC. 053933000016 CO �� tc BUCKINGHAM PO BOX 659, WICHITIA FALLS, TX 76307 g ° WCR 86 . 5 1 ST ADD . 0 ALLISON D. MEEKER 752 MEADOWOOD DR., ASPEN, CO 81611 053933000016 2 34 AGRICULTURAL CAPABILITES 0 ZOLLER H.E. & PAULA R. ESTATES PO BOX 8597, KALISPEL, MT 59904 053933000016 SIT_14, \ oo TYPE II AND III, IF IRRIGATED TYPE IV AND VI, IF NON-IRRIGATED N y4 © 0 COLORADO DEPT OF HIGHWAYS DENVER, CO 80202 053933100004 & 053934000017 a sr I:� 7 m (D A 0 S n E ROGER L. & SHARLENE D. MYERS do LAURA SWAIN co a WCR 86 T SN 8690 AUMSVILLE HWY SE, SALEM, OR 97317 053933114001 CD) r- m a I T 7N 0 TALLGRASS TERMINALS, LLC 4200 W. 115TH ST., SUITE 350, LEAWOOD, KS 66211 053934300008 O,) ' L : o, Q DORIS W. & GEORGE LANE WILLIAMS 57875 COUNTY ROAD 86, NEW RHYMER, CO 80742 053934300004 lW1 o ' In 5 4 3 * -- DENOTES AN EXISTING RESIDENCE WITHIN 1/2 MILE OF THE SUBJECT PARCEL C= T LO N o o- o v .°� OU 3 *I ^�,, f W E C aIn C EnI (NO J VICINITY MAP co y i "= 2000' wy 71 33 I- it o DLL PLANNING COMMISSION CERTIFICATION: U D J THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY RECOMMEND TO THE J V) 2 COUNTY BOARD OF COMMISSIONERS, WELD COUNTY, COLORADO, FOR ITS CONFIRMATION, APPROVAL AND ADOPTION THIS otS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED THEREON THIS DAY OF * * W Q WW I- 0I 34 H w W * 0 w > w W CHAIR, WELD COUNTY PLANNING COMMISSION _ LLI it 0 BUCKINGHAM O O Q O 1ST ADDITION LLIfr - SUBDIVISION O 0 D O W WOR 86 -5 - r BOARD OF COUNTY COMMISSIONERS CERTIFICATION: 0 a w = w THIS IS TO CERTIFY THAT THE BOARD OF COMMISSIONERS, WELD COUNTY, COLORADO, DOES HEREBY CONFIRM AND ADOPT ` © o Z m THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND DEVELOPMENT STANDARDS AS SHOWN AND * SITE O r Y W cn DESCRIBED THEREON THIS * a , U D DAY OF 20 I a w O w w m U K 2 d CO a D › CHAIR, BOARD OF COUNTY COMMISSIONERS 0 XST \ S ' RV TT Dom' oz ATTEST: A C C SS I m WELD COUNTY CLERK TO THE BOARD © C'0 ti� O BY: DATED: 0 O DEPUTY CLERK TO THE BOARD Ln I 7 0 O rI Z 2( DESIGNED BY: a 0 C PROPERTY OWNER 'S CERTIFICATION: DRAWN BY: a o THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY Y SPECIAL REVIEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON THIS DAY OF 4 I 3 CHECKED BY: C , 20 I m g OWNER: UET MIDSTREAM, LLC APPROVED BY: H- Un o PROJECT NO.: 172 .002 H BY: T7N WCR 86 Ld I T 8N DATE: 2/10/2015 N O N SCALE: AS NOTED 1 SHEET NO. I- 0 Lii LOCATION MAP I 1"= 500' a SHEET 1 OF 2 6 w T3 USE BY SPECIAL REVIEW PERMIT - USR 15 - # # BUCKINGHAM CRUDE TERMINAL & SWD FACILITY " S89 '36' 03 " W 30 . 00' LOT A RE-0539 -34-3 REXC 14-0059 Ti FOUND 2 " ALUMINUM CAP / \ _ _ STAMPED CEOSURV PLS # 22097 BEING A PART OF THE SW 1 /4, SECTION 34, T. 8 N . , R. 59 W. , 6TH P .M. utHz / WELD COUNTY, STATE OF COLORADO o / I / / \ \ ' / ` I I FOUND 2 " ALUMINUM CAP E U a / 1 � . > ( 1F STAMPED CEOSURV PLS # 22097 a O CORNER / o m FOUND 3 . 25 " ( \ ,".; I - - - - - - - - - - O ALUMINUM CAP I v 190. 34' j I ti s89 °36 ' o3 " w _ _ PLAN FLAG NOTES LEGEND: 5 I P EXISTING PROPOSED N 1 7- ' m � v A / I i \ 1 GRAVEL SURFACE w �� RIGHT OF WAY o \ 2 CONCRETE SURFACE I5 / II �� \ \ PROPERTY LINE a ♦ EMI / I !! IOC? I A A 3 CATTLE GUARD SECTION LINEce I 1 A A � \ 4 SITE LIGHTING EASEMENT LINE _. _ - - I \ 2 P.��� 5 DRAINAGE SWALE STORM SEWER LINE R r 1 $ I / \I I I On �J �� V \ V 6 OFFICE TRAILER WATER LINE WL WE �j §g M: it i,,((m. g I I I i �c. ' V A 7 LEACH FIELD ELECTRIC LINE OHE OHE ug LOT AI CONTOURS MINOR 1 ( \� 8 EMPLOYEE PARKING (5 SPACES) (MINOR) 4684 / 0111 9 4_00 AC _ FOUND 2 " I 9 PUMP BUILDING & MCC / CONTROL ROOM CONTOURS (MAJOR) —4685— 4685 `\ c a / 1 ap�h I ALUMINUM ' CAP 1 EDGE OF AGGREGATE -45 ; / / rn I I / STAMPED C�EOSUfkV 10 CONTAINMENT BERM We t12 / /I E� 1 ( / 17 1 PLS v #22097 CATTLE FENCE X X X � /� t / 1 \ ( ®w \ 11 CONTAINMENT AREA OUTLET PIPE & SHUTOFF VALVE a / / ) CHAIN LINK FENCE — o o / / I ag A \ \ \ \ \ \ 12 WATER QUALITY / DETENTION AREA TA PERIMETER DRAINAGE SWALE a x ' ' / /II I \ 13 TRUCK CONTAINMENT WITH CANOPY & CLOSED DRAINAGE SYSTEM / �' 0 oR80.0 25 AGGREGATE PAVEMENT av �aG C / \ N 3 9 \ R125.0 AI / �I f o \ 0 4933 fti Vier \ N'9 \ o \ 1 14 CONCRETE CONTAINED LACT SKID CONCRETE PAVEMENT (PHASE 1 ) e ' 6\ `9d 15 FUTURE SALTWATER DISPOSAL STORAGE AREA m `B . 1i III" c72; (I° _ � �I�������r�� B� v v - _ CONCRETE PAVEMENT (FUTURE) 0 o ; Lap,21IUIl � 16 TRUCK STACKING AREA N �� o o N V A NATIVE GRASS SEEDING (DISTURBED AREAS) l irk �► � � � � � � �.o . . — r i� ° r ' R " f 4 — A 17 POTENTIAL WATER WELL LOCATION �� �. - w� m ' o 1 ! 93S, ` \ DRAINAGE EASEMENTIWATERQUALITY/DETENTION AREA I I 6\ cti b�� i ��7 � � � � � � _ - - 18 DOUBLE CATTLE GUARD AT EXIT (TRACKING CONTROL) fir% VJ o 1 gL - t ��p ��O '49 ( BUILDINGS �����������5 r E 0 I 0 R80.0' qS, , " ) �ro� �� c\kii 34, C ao , , \ 60 ' WCR 1 1 5 / 1 ' 1 / 6 - - 8 c � .� R9� 19 PERIMETER SECURITY FENCE THIGH CHAIN LINK) UTILITY POLE 8 6R- RIGHT OF WAY / A �`- o �� �� �� `49 (6FQ n O �^ � �•�• � .. 33 \ 20 FUTURE SALTWATER DISPOSAL BAYS (-3 BAYS) LIGHT POLE (SINGLE / DOUBLE) oil / E ( U D°j 5/" gyp, � , v, _.. v —4932— O 4 0f 24 s — _ — — — — — * RECENT EXCAVATION * 21 UTILITY POLE WITH LIGHT FIXTURE ^a) E — — TRAFFIC DIRECTION W rn OP OF EXPOSED PIPE n c �� N��j� �o o � o 4931 — 155 " GAS LINE 22 DETENTION OUTLET STRUCTURE CD -I 1 0 kc ® � o _ , \ — — — WATER STORAGE TANK W M I r` k°�" 4934 F 1 6 2 ' I ,2,1...... ELEV = 4924. 76 ' 18' DIA x 24' HIGH (2,500 BBL) 23 TRAFFIC SIGNAGE o 125 �i9� " � c 2 IH 1 �� R �_ 4929 24 DRAINAGE CULVERT CRUDE OIL STORAGE TANK 50-1 OPTIC it 4 FIBER �II w 9�� 0 4 \ N _ 25 ACCESS DRIVE TO CONTAINMENT AREA 87' DIA x 48' HIGH (50,000 BBL) / =I 1:P MARKER 1 I � 1 W \ �>� 9\ SALT WATER DISPOSAL STORAGE TANK (FUTURE) Q 1 `` 26 FES WITH TYPE L RIPRAP SWD LL o, 1 �ry• W � 4 ,_ l9 13 9 18' DIA x 24' HIGH (2,500 BBL) �1' Cl i � p` K �F 28 - 27 EMERGENCY SPILLWAY _I 1 0 9 H 1 ` ti \ 2 s J 1 F e x 2 EXISTING L PERMIT #14-00184 8 S G WE D COUNTY ACCESS I - C \ 1 / ! ! 2� p'. o� oa Q W ti . . SIGN LEGEND. a a 1 / ���,, /// \\ LF. c •+� Na) W Z o \ A / \ g C H Ct Ct W CL 1 OIL 50 1CC j • t-/-47 4 . � ��, 9� DO NOT H W 1 1 ♦i co � R3 1 ENTER 0 Q we, 9 r� b s \ � �i � cC\c \ 24 X24 W CC 1 p ►��I , \ R1 - 1 R5- 1 D U W � r 1 ��^l �! �� �, N \ 30"X30 " 30 "X30 „ 1 Q CO U ' ♦ 5 • \ CD pp 1 OIL 501 2s.0'- OIL 50 fV ♦♦ o Y LL U.1 W MIN: co N 1 A� a w 1 10 �V �♦ c'� w w �� \ z m \ \ a m a i ' i/ V M \. -9'74 rp, ♦ w .v24 Nfr I "- EARTHEN BE ' CONTAINMENT '\ v v ♦ _ - 2... \ 1 TOP Ofi BER ELEV: 4934.88 SWD CWD SW) 7 SV�D a'V MAX HEIGHT. 6.67 FT �� / /II 1 REQUIRED - OLUME: 14,000±CY a 15 / � � Im II i (125% LAR�• EST TANKVOL + 7 � 1V � A D SWD D D cn25YR, ' STORM) ` _. 1 26 0I aoH 4, SWD SWD \S�VD SWD i R100:0' _ � Ia I ' �® I IL g29 # 1 1 * 2 _ 27 -\ ar\i ° � B��"s . • 31 4930 � I � - V A\ 4 �_ � e � . . : : � � � � 4934- .z c� 1 - _ 4934 kgrZ9 24 A� \ �\ \\ DESIGNED BY: 4930• �� - c'6, \ \ 30. /J � ( \ � �� 5 �� � " E3YPASS LANE • 4 , 493 . * * "2\ * N \ I DRAWN BY: Q Iuumu � � - p, o o� o w W m w m m m m o w ‘frz 28 �2 ,3 o i <Jcp � 1 \ 49 2 ' 4 - • • • 1 \ 26{� / \ I I CHECKED BY: m o R78. u' 18 � � s �l � � �• = LANE 2 � � X32 V 11 I •� ��1 v o -�� , 4928 4927 A / V I APPROVED BY: N89 '50 '10"E 23 C� � ��.r � I. LANE 3 g \ o ° fl 30 . 00 ' _ O -14:35 R125.0_ \ - , / a� \ \ \ / / PROJECT NO.: 172 .002 .., R80.0' en — 790 . 72 ��� 99�� \ 1 rn DATE` 4 1 9 \ FOUND 2 " \ 2/10/2015 ECU \ D 2 " / 20 ALUMINUM CAP V \ PcALUMINUM CAP / Pc STAMPED GEOSURV \ STAMPED CEOSURV � � v A A A I SCALE 1 " = 60' P #22097 \ PLS # 22097 v V 1 A \ I A I N N A A A \ \ N \ 60 30 0 60 120 SHEET NO. U 0 I I A / - / A A \\ \ V A \\ \ \ HORIZ. SCALE: 1 " = 60' 2 \ / \ \ EL SHEET 2 OF 2 6
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