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Home My WebLink About20183735.tiffCO ROAD 26 112200008/ 1311'12200 04 131111100007 131 112000001 TO021\s1 R06 131101000019- 131101300002 131101'300001 131101000018 \131112000030 131112400035\131112400036 X1112000023 Q 131112000029 131112000033 31112000031 131112000027 VICINITY MAP SCALE 1" = 1000' '130906000002 BENNETT PIT i31i120000z1 1-30907000003 C R 22 1/2 07,. CO ROAD 22 112 ofiVide— C CORQAQ�, CO ROAD 24 112 CO ROAD O ROAD 22 _ • ti u �.+ �.�. tl�� ' 'l . _ _.. ., , , F • . . $.. 1 ' 'Val T' v'� ' r r In ..- •�. _ • ��.� � - .I .0 - -i„ _ 41 t�it�.=Art -,V _as - .�: «: '_il -31 •it a ill h i !I t 11 r-4 iiiil ills i ,ns — I ! I y _ 11 " -+c �q , IIj Yy , 1-I ill tY4 1 .a----;.—.166.7,` ill— Ailihipit1/4„__ ci y s�4 `_, C ----sjill\ -. - v - � t , r tbrimili : . 13A \ if .1F-r 111 i .'.1 v 1 i i. «ter i >! 15 O)116 7W ;-,j, ,041,k6 isTelliv Snail' - " - r - .. - -gin ' - _ y 'b I �, © iI' + M +',' �. t II , , , I. . 6- _ i• ` .-. _ , •, 4 . 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CUM rUMIAK PHONE, CENtRA+tSAELDCOUNTY WATER i~I:&Ti3ICT VdATFR KtHH'McCGLLAN ADAHKO GAS 1fi r COUNTY ROAD NO. 22 1/2 Ems' rc0H—ur23, 18#iL IHK #0, 153 Est i i 1 fatf L3 YINC CAI Ulf 8'nitteallin 'HAULR0AD. 100 11O11 Isseesireernouns seee yy � UNITED POWER ELECTRIC DEFVE r TO POOttra LINE WOLIN° AREA 2% ars N OHITI GLLL 51 -um? tut ei' OTTS TO DITCH TOO irEAR Fb1050179 MP) 4\ I r I I ; I I fr r' I I I I II 11 I rQ ¶rwac4 FROM PRDPFRT+? Ii = r.) MA14I/JC'_e I9NIF 'J 110 :U NORTH CELL $4•41PW— KERPtIACEEL AbLADIc K0 WE LL Atnn TA 4 KS mama LAW W.M. AC Exl�? CIIIVIKTO ELEcmc Ufa `: • �_'._ '..L"h *.••r L. is n�'aA•Y.a+{ ti 3" ASPHALT I r ROALSOSE ENTRANCE ROAD SECTION .t.n R. • '. OIL CEWFU RYLIIK PHONE D POWEl l EIIE+CTRO men' t 41W SLiW.CK I-RJH P R "'Er•IYt LitIt TO WINPAi LR4I azr Whom Hai wmPFR r & E TQ MIMIC LIW IT 211if' SMACK 1110u PROPERTY LINE TO arm Uurt ,XL CM tlij eariii4ruwlt HONE TED POWER kILi; C:T`S'C iz' 501 750 SCALE IN FEET BENNETT PIT SITE LAYOUT PLAN USR 17.0094 NORTHERN COLORADO CONSTRUCTORS, INC. BENNETT PIT LOCATED IN THE SW 1/4 OF THE SE 1/4 SECTION 1, AND NORTH 1/2 OF SECTION 12, T2N, MTh OF THE 6TH P.M. WELD COUNTY, COLORADO Sitrr — Ir i 4 FILL ARDS ON r 51G[ OF OcretI ice PostitiuNE .ccrsS i ION --a--w- -"s2 , - a = vie a [ _J 1 .'t .wr rR sa'i in (ri', ) I 1 I fICU. KIM � JuiEd4 ?,7 r7. ac .` ars- y r I I WEST END LAYOUT VISUAL SCREEN DETAIL SECTION A iN:T.5. i 1.2 B" i 2.5" r Ted UWE V UCE TYP'ICAL%VEST END PLAN koM BENNETT PIT- - LANDSCAPE TREATMENT AT PIT ENTRANCE neAranca- �ez��- �-. e. -� si. _mss.- u a ire- -' _. •aalMariyasSe�.ae - - - fu alarl-. - -�•-_— — _ _ -"S art - " e. err- �.- _ es a _.._- - - - - - - - - --- _y -- - - -- -. a ---alarai - —, - - - - _ ;_.; la - - - - - -- —ice sena - 1 i e - - - - - 3 l_. -. .. - -- — -- - -- 1 W- t - - : _ _ .�. __ -smas= lfaat.. - - it santiiana a pr.y. - y- - -e• - - s -- - — - ----e.- -- - "s,—_ uQ-' a t sue +sFe�- - - - _ -- - - - e - � _. - e- �� _ _ si--lama-��ra a r s' EXISTING - OF ASPHALT _..._�" - 4 —LANE U4 E. — CR24 °'ROPOSE)TCDG C7 F ASPHALT - - & LANE LINES 25 30 _-FT L1 REVERSE ' }7`■ -1 92. � � tr �r Rv_ RADII :-. � .I GF"If'Qctt I�ii7 �n r° ,5e1 X '-2 FT WIDTIt3. AUDI I I0Nk_ LOW 435 FT TAPFR DMEI I FNCTIA f a EXISTING_ I .3130 FT RIVE' h`WF CLJ RADII - OW a 65 FT F?ADIus SC �T * STORAGE 65 FT RADIUS —/ 3N I1H3LVml 1 i d Marty:, i a 9 Wit 2631 3 64 23 AM, Mon To POE Elt SI liCICES.c MRFR (i e.es:1 7r 1 r Fr Wow) - CR 2-1 z S_ tib wt eOcr WV. Tb ?Ft cult �5rrflt5 00412n0. mamma aka., w :Nun Iiwistratt Vent' rtsi s I+ Flr W EW) M ATC M LI N E H 12 1=11 _477;2 q M11H3,1' MATCHLEISE Ba Rzqlrfs077,11 Cba �P Quick.` a MCC rr TAPER/ DI at I cIt r =ft","( 'R!I� wirr , epT lip t'-1;� pI(:—, III I�'rTt 1 r r � �, ;:I4 R RWI►.C' '+IPER i 1€ WIlE' MST MG MO X 14 F' WL1 Hy DESIGN CRITERIA: tN TIV LDSZS or At -:+L7 S UAL WR& STA: E HIGHWAY Access CQ,DE ACCESS CATEGORY'. RURAL HIGHWAY (R.8) pR 23 65 MPH POSTED $PEEDIJMIT LEFT TURN DECEL LINE LENGTH + ' DECEL LENGTH + STORAGE a 600 FT + ►5 FT 428 FT STORAGE LE1 UI RLOLLCIEUFCR a TURNER) %VEHICLES IPERPtAK HOUR) RIGHT TVA N DECEL iME LENGTH - • DEC& LENGTH 16QQ Ft (INCLUDES STORAGE) CR 24: 45 LIPH POSTED SPEED, LIMIT RIGHT TURN DES LANE LENGTH = * DECEL LENGTH = 435 FT (INCLUDES STORAGE) • Mall UNDID! ARE INCLUDEDE @ 1YW I I Olt S I AN [D UL CL L LING 1I- IS >r•rir A trre aliSeli Si icr' Lan c•a i FENCES AHD UNITED POWER LECTII3C ir 'j. 7 •. rir ROAD ND: 7 Ell�. - riper 1t.% ° WDL. I i saanc NM°° 'S XCEL GAS. UNITED POW131 ELECTRIC. CUM rUMIAK PHONE, CENtRA+tSAELDCOUNTY WATER i~I:&Ti3ICT VdATFR KtHH'McCGLLAN ADAHKO GAS 1fi r COUNTY ROAD NO. 22 1/2 Ems' rc0H—ur23, 18#iL IHK #0, 153 Est i i 1 fatf L3 YINC CAI Ulf 8'nitteallin 'HAULR0AD. 100 11O11 Isseesireernouns seee yy � UNITED POWER ELECTRIC DEFVE r TO POOttra LINE WOLIN° AREA 2% ars N OHITI GLLL 51 -um? tut ei' OTTS TO DITCH TOO irEAR Fb1050179 MP) 4\ I r I I ; I I fr r' I I I I II 11 I rQ ¶rwac4 FROM PRDPFRT+? Ii = r.) MA14I/JC'_e I9NIF 'J 110 :U NORTH CELL $4•41PW— KERPtIACEEL AbLADIc K0 WE LL Atnn TA 4 KS mama LAW W.M. AC Exl�? CIIIVIKTO ELEcmc Ufa `: • �_'._ '..L"h *.••r L. is n�'aA•Y.a+{ ti 3" ASPHALT I r ROALSOSE ENTRANCE ROAD SECTION .t.n R. • '. OIL CEWFU RYLIIK PHONE D POWEl l EIIE+CTRO men' t 41W SLiW.CK I-RJH P R "'Er•IYt LitIt TO WINPAi LR4I azr Whom Hai wmPFR r & E TQ MIMIC LIW IT 211if' SMACK 1110u PROPERTY LINE TO arm Uurt ,XL CM tlij eariii4ruwlt HONE TED POWER kILi; C:T`S'C iz' 501 750 SCALE IN FEET BENNETT PIT SITE LAYOUT PLAN CO ROAD 26 112200008/ 1311'12200 04 131111100007 131 112000001 TO021\s1 R06 131101000019- 131101300002 131101'300001 131101000018 \131112000030 131112400035\131112400036 X1112000023 Q 131112000029 131112000033 31112000031 131112000027 VICINITY MAP SCALE 1" = 1000' '130906000002 BENNETT PIT i31i120000z1 1-30907000003 C R 22 1/2 07,. CO ROAD 22 112 ofiVide— C CORQAQ�, CO ROAD 24 112 CO ROAD O ROAD 22 USR 17.0094 NORTHERN COLORADO CONSTRUCTORS, INC. BENNETT PIT LOCATED IN THE SW 1/4 OF THE SE 1/4 SECTION 1, AND NORTH 1/2 OF SECTION 12, T2N, MTh OF THE 6TH P.M. WELD COUNTY, COLORADO Sitrr — Ir i 4 FILL ARDS ON r 51G[ OF OcretI ice PostitiuNE .ccrsS i ION --a--w- -"s2 , - a = vie a [ _J 1 .'t .wr rR sa'i in (ri', ) I 1 I fICU. KIM � JuiEd4 ?,7 r7. ac .` ars- y r I I WEST END LAYOUT VISUAL SCREEN DETAIL SECTION A iN:T.5. i 1.2 B" i 2.5" r Ted UWE V UCE TYP'ICAL%VEST END PLAN koM BENNETT PIT- - LANDSCAPE TREATMENT AT PIT ENTRANCE neAranca- �ez��- �-. e. -� si. _mss.- u a ire- -' _. •aalMariyasSe�.ae - - - fu alarl-. - -�•-_— — _ _ -"S art - " e. err- �.- _ es a _.._- - - - - - - - - --- _y -- - - -- -. a ---alarai - —, - - - - _ ;_.; la - - - - - -- —ice sena - 1 i e - - - - - 3 l_. -. .. - -- — -- - -- 1 W- t - - : _ _ .�. __ -smas= lfaat.. - - it santiiana a pr.y. - y- - -e• - - s -- - — - ----e.- -- - "s,—_ uQ-' a t sue +sFe�- - - - _ -- - - - e - � _. - e- �� _ _ si--lama-��ra a r s' EXISTING - OF ASPHALT _..._�" - 4 —LANE U4 E. — CR24 °'ROPOSE)TCDG C7 F ASPHALT - - & LANE LINES 25 30 _-FT L1 REVERSE ' }7`■ -1 92. � � tr �r Rv_ RADII :-. � .I GF"If'Qctt I�ii7 �n r° ,5e1 X '-2 FT WIDTIt3. AUDI I I0Nk_ LOW 435 FT TAPFR DMEI I FNCTIA f a EXISTING_ I .3130 FT RIVE' h`WF CLJ RADII - OW a 65 FT F?ADIus SC �T * STORAGE 65 FT RADIUS —/ 3N I1H3LVml 1 i d Marty:, i a 9 cs LIS CliCil 9 Cill CC) ICI CI IC CI S Ull IIID ID S5 14 C ■ lo imii E; E 11 til En 13 11 a 0 Ci c\1 IN imi it 0) alama c9 E Iii ' 00O 0 LOCATED IN THE SW 1 /4 OF THE SE 1 /4 SECTION 1 , AND NORTH 1 /2 OF SECTION 12 , T2N , R67W OF THE 6TH P . M . z z ,,,, ,...., co6 . ,., , „ co m „.. CD u- = > c— 2 WELD COUNTY , COLORADO e (..) < . cq 8 43 a cs1/41 - ' > “? ail ❑ J Eml ID -t 2 PLAT NOTES : SOILS NOTES cont : *la 00 . . ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 1 PERCENT . THE COMPONENT IS IN THE R0678Y024CO SANDY PLAINS ECOLOGICAL SITE . NON - IRRIGATED LAND CAPABILITY CLASSIFICATION IS 4C . 11 IRRIGATED LAND CAPABILITY CLASSIFICATION IS 3E , THE SOIL DOES NOT MEET HYDR C CRITERIA, THE CALCIUM CARBONATE EQUIVALENT WITHIN 40 INCHES , TYPICALLY , DOES NOT EXCEED 10 PERCENT . THERE IS NO SALINE HORIZONS WITHIN 30 INCHES OF THE SOIL SURFACE . Z GWEID ( 8 % ) , VONA ( 7 % ) USTIC TORRIORTHENTS , MODERATELY STEEP THIS COMPONENT IS ON TERRACE BREAKS , ESCARPMENTS . THE PARENT MATERIAL CONSISTS OF GRAVELLY ALLUVIUM , DEPTH TO A ROOT RESTRICTIVE LAYER IS GREATER THAN 60 INCHES , THE NATURAL DRAINAGE CLASS IS EXCESSIVELY DRAINED . WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS HIGH . AVAILABLE WATER TO A DEPTH OF 60 INCHES ( OR RESTRICTED DEPTH ) IS VERY LOW . SHRINK - SWELL POTENTIAL IS LOW . THE SOIL IS NOT FLOODED . IT IS NOT RONDEDO THERE IS NO ZONE OF WATER SATURATION WITH A DEPTH OF 72 INCHES . ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 1 PERCENT , NON - IRRIGATED LAND CAPABILITY CLASSIFICATION IS 7S . THE SOIL DOES NOT MEET HYDR C CRITERIA. THE CALCIUM CARBONATE EQUIVALENT WITHIN 40 INCHES , TYPICALLY, DOES NOT EXCEED 3 PERCENT . THERE IS NO SALINE HORIZONS WITHIN 30 INCHES OF THE SOIL SURFACE . COLUMBO ( 1O % ) , ECKLEY ( 3 % ) , AND OTERO ( 2 % ) ls ii. aWATER 95 % lid 2 da 'Es PERMIT BOUNDARY DESCRIPTION : 0 — A TRACT OF LAND LOCATED IN THE CITY OF FORT LUPTON , COLORADO , LOCATED IN THE SOUTHWEST 1 / 4 OF CC THE SOUTHEAST 1 / 4 OF SECTION 1 , 1 AND THE NORTH 2 OF SECTION 12 , TOWNSHIP 2 NORTH } RANGE 67 'C CB W EST OF THE 6TH P . M . , WELD COUNTY , COLORADO , AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS D MI CONSIDERING THE WEST LINE OF SAD NORTHWEST 1 / 4 OF SAID SECTION 12 TO BEAR NOO° 029 ' 17 "W WITH ALL OTHER BEARINGS CONTAINED HEREIN BEING RELATIVE THERETO ; BEGINNING AT THE NORTHEAST 1 / 4 OF THE SOUTHWEST 1 / 4 OF THE SOUTHEAST 1 / 4 OF SAID SECTION 1 ; THENCE S00 ° 14 ' 02i'W , COINCIDENT WITH THE EAST LINE OF THE SOUTHWEST 1 /4 OF THE SOUTHWEST 1 / 4 OF SAID SECTION 1 , A DISTANCE OF 1332 . 22 FEET OF THE SOUTHEAST CORNER OF THE SOUTHWEST 1 /4 OF SAID SECTION 1 , ALSO BEING THE NORTHEAST CORNER OF LOT B , AMRE - 4439 AS SHOWN ON THE PLAT RECORDED JUNE 30 , 2011 AS RECEPTION NO . 3777478 IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY, COLORADO ; THENCE S00° 05 ' 21 " E , COINCIDENT WITH THE EAST LINE OF SAID LOT B , A DISTANCE OF 2616 . 53 FEET TO THE SOUTHEAST CORNER OF SAD LOT B ; THENCE N89 ° 13 ' 34 "1 , COINCIDENT WITH THE SOUTH LINE OF SAID LOT B , AND THE SOUTH LINE OF LOT A , RE - 4439 AS SHOWN ON THE PLAT RECORDED MARCH 9 , 20O7 AS RECEPTION NO . 3459435 IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY , A DISTANCE OF '1963 . 22 FEET TO THE SOUTHWEST CORNER OF SAID LOT A ; THENCE N00 ° 46 ' 20 " E , COINCIDENT WITH THE WEST LINE OF SAID LOT A , A DISTANCE OF 450 . 03 FEET TO AN ANGLE POINT ALONG THE SOUTH LINE OF SAID LOT A; THENCE N89 ° 13 ' 40 "W , COINCIDENT WITH THE SOUTH LINE OF SAD LOT A, AND THE SOUTH LINE OF LOT A , RE - 4429 AS SHOWN ON THE PLAT RECORDED SEPTEMBER 1 , 2006 AS RECEPTION NO . 3416659 IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY , COLORADO , A DISTANCE OF 968 . 00 FEET TO THE SOUTHWEST CORNER OF SAID LOT A , RE - 4429 ; THENCE NO0° 46 ' 20 " EAST, COINCIDENT 0 d W ITH THE WEST LINE OF SAID LOT A , AND THE WEST OF LOT B , RE - 4429 , A DISTANCE OF 1150 . 00 FEET TO i THE NORTHWEST CORNER OF SAD LOT 8 ; THENCE S89 ° 13 ' 40 " E ,407i E , COINCIDENT WITH THE NORTH LINE OF SAID LOT n, SOILS NOTES : B , A DISTANCE OF 906 . 97 FEET TO THE NORTHEAST CORNER OF SAD LOT B ; THENCE N05 ° 48 ' 42 "W , COINCIDENT it W ITH THE WEST LINE OF SAID LOT B } AMRE - 4439 ; A DISTANCE OF 913423 FEET TO THE NORTHEAST CORNER ACCORDING TO THE SOIL SURVEY OF WELD COUNTY , COLORADO , SOUTHERN PART ( UNITED STATES D EPARTM ENT OF AGRICULTURE , W W (1) OF LOT C 2ND AMRE - 3466 AS SHOWN ON THE PLAT RECORDED JUNE 3O 2011 AS RECEPTION NO . 3777479is NATURAL RESOURCE CONSERVATION SERVICE , SURVEY) ,WEB SOIL SURVEY 1 . 1 NATIONAL COOPERATIVE SOIL THERE ARE THREE MAJOR j j j O IN THE RECORDS OF THE CLERK AND RECORDER FOR WELD COUNTY COLORADO ; THENCE N88 ° 56 ; 04 }�W COUNTY , p SOIL TYPES WITHIN THE PROPOSED PROJECT SITE COINCIDENT THE NORTH LINE OF SAID LOT C , A DISTANCE OF 1826 . 99 FEET TO THE WEST LINE OF THE 0 do NORTHWEST 1 / 4 OF SAD SECTION 12 ; THENCE N00 % d09 ' 17 "W , COINCIDENT WITH SAD WEST LINE , A DISTANCE 0 1 , ALTVAN LOAM , O TO 1 PERCENT SLOPES OF 19 , 96 FEET TO THE NORTHWEST CORNER OF SAID SECTION 12 ALSO BEING THE NORTHWEST CORNER OF C r 2 . ALTVAN LOAM , 1 TO 3 PERCENT SLOPES SAID LOT B , AMRE - 4439 ; THENCE S88° 55 ' 49 " E , COINCIDENT WITH THE NORTH LINE OF SAD LOT B , A DISTANCE an I • 3 . AQUOLLS AND AQUENTS , GRAVELLY SUBSTRATUM ■W OF 2613 . 10 FEET TO THE SOUTHWEST CORNER OF THE SOUTHWEST 1 /4 OF THE SOUTHEAST 1 /4 OF SAD 10 . BANKARD SANDY LOAM . O TO 3 PERCENT SLOPES , FREQUENTLY FLOODED SECTION 1 ; THENCE N00° 13F 17 " E COINCIDENT WITH THE WEST LINE OF THE SOUTHWEST 1 / 4 OF THE EC 0 46 . OLNEY FINE SANDY LOAM , 0 TO 1 PERCENT SLOPES SOUTHEAST 1 / 4 OF SAD SECTION 1 , A DISTANCE OF 1330 . 46 FEET TO THE NORTHWEST CORNER OF THE t C 68o USTIC TORRIORTHENTS , MODERATELY STEEPSOUT 1 / 4 OF THE SOUTHEAST 1 / 4 OF SAD SECTION 1 ; THENCE S89 ° 00h) 32j' E , COINCIDENT WITH THE O 85 . WATER NORTH LINE OF THE SOUTHWEST 1 / 4 OF THE SOUTHEAST 1 / 4 OF SAID SECTION 1 , A DISTANCE OF 131 1 . 89 Z C4 FEET TO THE TRUE POINT OF BEGINNING . ALTVAN LOAM 0 TO 1 PERCENT SLOPES THIS COMPONENT IS ON TERRACES . THE PARENT MATERIAL CONSIST OF OLD ALLUVIUM . DEPTH TO A ROOT RESTRICTIVE LAYER IS SAID TRACT CONTANS 190 , 65 ACRES MORE OR LESS . GREATER THAN 60 INCHES . THE NATURAL DRAINAGE CLASS IS WELL DRAINED . WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY HIGH . AVAILABLE WATER TO A DEPTH OF 60 INCHES ( OR RESTRICTED DEPTH ) IS LOW . SHRINK SWELL POTENTIAL IS LOW . THE SOIL IS NOT FLOODED . IT IS NOT PONDED . THERE IS NO ZONE OF WATER SATURATION WITHIN A DEPTH OF 72 INCHES . ORGANIC GENERAL NOTE : MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 2 PERCENT , THE COMPONENT IS R067BY002CO LOAMY PLAINS ECOLOGICAL SITE , NON - IRRIGATED LAND CAPABLTY CLASSIFICATION IS 4E + IRRIGATED LAND CAPABILITY CLASSIFICATION IS 3S . THIS SOIL DOES NOT MEET APPL CANT ; NORTHERN COLORADO CONSTRUCTORS , LLC HYD R C CRITERIA.. THE CALCIUM CARBONATE EQUIVALENT WITHIN 4O INCHES , TYPICALLY , DOES NOT EXCEED 3 PERCENT . CASCAJO ( 9 % 9075 WC R 10 FORT L AND A U C HAPLUSTOLLS ( 1 % ) CO ORADO 8O621 ALTVAN LOAM 1 TO 3 PERCENT SLOPES USR SITE : = FLOOD ZONE A: AREAS OF 100 YEAR THIS COMPONENT IS ON TERRACES . TH E PARENT MATERIAL CONSIST OF OLD ALLUVIUM . DEPTH TO A ROOT RESTRICTIVE LAYER IS FLOODING PER FLOOD INSURANCE RATE MAP , WELD GREATER THAN 60 INCHES . THE NATURAL DRAINAGE CLASS IS WELL DRAINED . WATER MOVEMENT IN THE MOST RESTRICTIVE IS COUNTY , COLORADO . COMMUNITY PANEL 08123C1915E , MAP REMISED JAN . 20 , 2016 c MODERATELY HIGH . AVAILABLE WATER TO A DEPTH OF 50 INCHES ( OR RESTRICTED DEPTH ) IS LOW . SHRINK SWELL POTENTIAL IS LOW . THE SOIL IS NOT FLOODED . T IS NOT PONDED . THERE S NO ZONE OF WATER SATURATION WITHIN A DEPTH OF 72 INCHES . ORGANIC a MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 2 PERCENT . THE COMPONENT IS R067BY002CO LOAMY PLAINS ECOLOGICAL SITE . `� NON — IRRIGATED LAND CAPABLTY CLASSIFICATION IS 4E IRRIGATED LAND CAPABILITY CLASSIFICATION IS 3E . THS SOIL DOES NOT MEET P' L .�J �II �I �} 1111OEf�TIF' ITI �J 6 HYD R C CRITERIA. THE CALCIUM CARBONATE EQUIVALENT WITHIN 40 INCHES , TYPICALLY , DOES NOT EXCEED 3 PERCENT . CASCAJO C9 ) co AND AQU C HAPLUSTOLLS ( 17 ) THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY z RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS , WELD COUNTY , COLORADO FOR THEIR CONFIRMATION , AQUOLLS AND AQUENTS GRAVELLY SUBSTRATUM 0 TO 3 PERCENT SLOPES APPROVAL AND ADOPTION THIS USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED HEREON THIS in AQUOLLS 55 % DAY OF , 20 . W THIS COMPONENT IS ON FLOOD PLAINS , SWALES , AND MAJOR STREAMS . THE PARENT MATERIAL CONSISTS OF RECENT ALLUVIUM . DEPTH TO A ROOT RESTRICTIVE LAYER IS GREATER THAN 60 INCHES . THE NATURAL DRAINAGE CLASS IS POORLY DRAINED . WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY HIGH , AVAILABLE WATER TO A DEPTH OS 6O INCHES COR RESTRICTED DEPTH ) IS MODERATE . SHRINK - SWELL POTENTIAL IS LOW . THIS SOIL IS FREQUENTLY FLOODED , IT IS NOT PONDED . A SEASONAL ZONE OF WATER CHAR , WELD COUNTY PLANNING COMMISSION t) SATURATION IS AT 27 INCHES DURING MARCH , APRIL , MAY , JUNE , JULY . ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 2 PERCENT , THIS COMPONENT IS IN THE R067BY035CO SALT MEADOW ECOLOGIC SITE , NON — IRRIGATED LAND CAPABILITY CLASSIFICATIONco BOARD S 6W . THIS SOIL MEETS HYDR C CRITERIA. THERE ARE NO SALINE HORIZONS WITHIN 30 INCHES OF THE SOIL SURFACE ° ` JN' ' ITYIIIIIJECO ERTIFICATE < AQUENTS GRAVELLY SUBSTRATUM 30 THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS , WELD COUNTY , COLORADO DOES HEREBY co a. THIS COMPONENT IS ON STREAM TERRACES . THE PARENT MATERIAL CONSISTS OF RECENT ALLUV UM . DEPTH TO A ROOT RESTRICTIVE CONFIRM AND ADOPT THIS USE BY SPECIAL REVIEW AND DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED ❑ LAYER IS GREATER THAN 60 INCHES . THE NATURAL DRAINAGE CLASS IS POORLY DRA NED . WATER MOVEMENT IN THE MOST RESTRICTIVE HEREON THIS DAY OF , 2O LAYER IS MODERATELY H GH . AVAILABLE WATER TO A DEPTH OS 60 NCHES ( OR RESTRICTED DEPTH ) S MODERATE . SHRINK — SWELL z co POTENTIAL IS LOW . TI-HS SOIL IS FREQUENTLY FLOODED , IT IS NOT PONDS , A SEASONAL ZONE OF WATER SATURATION IS AT 15 INCHES r DURING MARCH , APRIL , MAY , JUNE , JULY, AUGUST , SEPTEMBER . ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 1 3-7 PERCENT . THIS COMPONENT IS IN THE R067BY035C0 SALT MEADOW ECOLOGIC SITE NON — IRRIGATED LAND CAPABILITY CLASSIFICATION IS CHAR , BOARD OF COUNTY COMMISSIONERS 9 SW IRRIGATED LAND CAPABLTY CLASSIFICATION IS 6W , THIS SOIL MEETS HYDR C CRITERIA. THE CALCIUM CARBONATE EQUIVALENT WITHIN g 4O INCHES , TYPICALLY , DOES NOT EXCEED 5 PERCENT. THE SOIL HAS A VERY SLIGHTLY SALINE HORIZON WITHIN 3O INCHES OF THE -c? SOIL SURFACE . BANKARD ( '10 % ) , USTIC TORRFLUEVENTS ( 3 % ) ATTEST ea BANKARD SANDY LOAM , O TO 3 PERCENT WELD COUNTY CLERK TO THE BOARD it THIS COMPONENT IS ON FL00D PLAINS ON RIVER VALLEYS . THE PARENT MATERIAL CONSISTS OF SANDY ALLUV UM . DEPTH TO A ROOT BY : ------- --- E RESTRICTIVE LAYER IS GREATER THAN 60 INCHES , THE NATURAL DRAINAGE CLASS IS SOMEWHAT EXCESSIVELY DRAINED . WATER MOVEMENT DEPUTY CLERK TO THE BOARD ec N THE MOST RESTRICTIVE LAYER IS HIGH , AVAILABLE WATER TO A DEPTH OF 6O INCHES ( OR RESTRICTED DEPTH ) IS LOW . I' SHRINK — SWELL POTENTIAL IS LOW . THE SOIL IS FREQUENTLY FLOODED . IT IS NOT PONDED . THERE IS NO ZONE OF WATER SATURATION WITH A DEPTH OF 72 NCHES . ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 1 PERCENT. THE COMPONENT IS N THE Job # 16116 LL R067BY031 CO SANDY BOTTOMLAND ECOLOGICAL SITE , NON - IRRIGATED LAND CAPABILITY CLASSIFICATION IS 6S , IRRIGATED LAND CAPABILITY Date 11 . 7 . 17 cm CLASSIFICATION IS 6S . THE SOIL DOES NOT MEET HYDRIC IC CRITERIA THE CALCIUM CARBONATE EOU MALENT WITHIN 40 INCHES , TYPICALLY , PROPERTY OWNER ' S A.I DOES NOT EXCEED 5 PERCENT . THERE S NO SALINE HORIZONS WITHIN 30 INCHES OF THE SOIL SURFACE . GLENGERG ( 8 % ) , KITCARSON Drawn B y WSS Id esi • ne ( 5 % ) , ALDA ( 5 % ) , AND LAS ANIMAS ( 2 % ) . THE UNDERSIGNED MAJOR PROPERTY OWNER ( S ) DO HEREBY AGREE TO THE MINING USE BY SPECIAL REVIEW Checked B JCY E DEVELOPMENT STANDARDS AS DESCRIBED HEREON THIS DAY OF , A. D _ L OLNEY FINE SANDY LOAM , 0 TO 1 PERCENT SLOPES 20 File USR Plat Map e THIS COMPONENT S ON SMOOTH PLANS . THE PARENT MATER AL CONS STS OF M XED DEPOSIT OUTWASH . DEPTH Scale As Shown i TO A ROOT RESTRICTIVE LAYER IS GREATER THAN 60 INCHES . THE NATURAL DRAINAGE CLASS IS WELL DRAINED .a) WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY HIGH , AVAILABLE WATER TO A DEPTH OF 60 Sheet : Of: E DS INCHES ( OR RESTRICTED DEPTH ) IS MODERATE , SHRINK - SWELL POTENTIAL S LOW . THE SOIL S NOT FLOODED , SIGNATURE (TYPE NAME ) SIGNATURE (TYPE NAME ) T IS NOT PONDED . THERE IS NO ZONE OF WATER SATURATION WITH A DEPTH OF 72 INCHES . 4 Cf3 PL cs CI S Ul ilip 4:11 S 1 IIC ■ 10 Imil E; E 11 li I E IT I 2 1 1' a O S cvsi '51 ' 000= a, , co 0 LOCATED IN THE SW 1 /4 OF THE SE 1 /4 SECTION 11 I AND NORTH 1 /2 OF SECTION 125 T2N5 R67W OF THE 6TH P . M . r , , „ 6 ir z CD U- > an 2 WELD COUNTY , COLORADO e c.„,) < 0 N 8 > a RII :hr c ail C J N Eml (1) -t 2 0 0 A cjid Lo LI- 0 O *la 0O _E 0_ PROPERTY OWNERS WITHIN 112 MILE : 137 NAME ASSESSORS ID . NO . ici.i: „mu PIONEER LAND COMPANY , LLC 131117200044 CHARD J . c SANDRA K . SC HARA ( BIN ) LIVING 131112000034 �` e 4409 C O R O LIS WAY '131101000016 elli TRUST fl_ FORT LUPTON , CO 80504 131112200004 10798 COUNTY ROAD 25 c fli\FORT LUPTON , CO 80504 , 4 ' CC 131112200042 GEORGE WILLIAM J R . & LAUREN MICHELLE 131112200007 O VIAGNESS LAND HOLDINGS , LLC 130906000002 SAGNER Pr _ ilaiii.i: . 9.?? CO ROAD 26 _ c / 0 MACNESS NVESTVIENT GROUP , LLC 131101000017 10606 COUNTY ROAD 23 O ROAD 26 w. ~ , 1200 17TH ST . , STE . 660 131101000018 FORT LUPTON , CO 80 621 _ DENVER , CO 80202 130906O00001 �. .`lr ~� 13Q9060_00001 GEORGE W . & PATRICIA A . SACK ER 131112200008 NA ,� Ci3; 131 1 01 000019 VERONICA J , & HOWARD W . CANTRELL 131101000020 11097 COUNTY ROAD 72 . 5 .. . - mania■ 7ve. 131161000017 01 000017 1 1 O 1 6 COUNTY ROAD 23 FORT LUPTON , CO 80 621 �, � \ (4, \ le 131101i00007 1 a 1 , COOO gla 2 FORT LUPTON , CO 80621 iiI : 131101000018 ) ■ a .i-� SA IV U EL & LAURA CAVI TO 131101300001 t-f ' r' i 0 Ci\\\\ANN E . CARRINGTON I N GTON WILLIAM M LEWIS JR . 131 101 000023 11197 COUNTY ROAD 23 '`�; � ,, 'e I C et C 11446 COUNTY ROAD 23 FORT LUPTON , CO 80621 //,:,r-�' �' �--� Als, - c la 0 1 J 1 1 0 2 0 0 0 0 7 1 °.r_-=_ ____ C cc J FORT LUPTON CO 80621 let �..� ��. ' CD (1) D KEN PENNINGTON '131107000015 0 1 ,51102700008 \ ` _ el:l ` 1► RCS E VARY J . CLINE & STEVEN S . IV cWI LLIAVI S '131102200009 10564 COUNTY ROAD 24 . 5 a. 1 1 7 5 6 COUNTY ROAD 23 131 101300002 FORT LUPTON , CO 80 621 .,, 0 S 1\c) \1/4 � � _ FORT LUPTON , CO 80621 �` ' a` 4 [ , i TH O VAS J P . & EVELYN VIAC DALEN E FU A 131 102000073v 06 Q., A 4 1 2 JA V1 ES V. CAR LSO N J R . 1 1383 COUNTY ROAD 3 1` ' \\\\ 1 31 1 1 1 000024 a yy 10775 COUNTY ROAD 23 FORT LUPTON , CO 80621 ` FORT LUPTON , CO 80621 (N„ y aIll �• 1 � 1 1 � 1 O O � � � � � ` y - KEVIN PATH CK DUFFY JENN FER ANN 131111000043 0 . • V1AY E . CALSON 131111000024 ADK SON 111 y 10777 COUNTY ROAD 23 10 625 COUNTY ROAD 23 Cm . �t-r. ' � II yy is 11 1020000L51iC10OO0 ''FORT LUPIN , CO 8062 1 FORT LUPTON , CO 80621 1 '\ tit 1 tar. - � ' rim CHARLES EDWIN 3RUCCER 131117000001 JOHN R LANG JR & JOHANNA KIM MORROW 131111100006ray :.\\I €5,0 tiz, 11223 COUNTY ROAD 27 . 5 5256 ESTES CIR 4' 131 1 0200001 � 9 FORT LUPTON , CO 80621 ARVADA, CO 80002 ° N 1 i . ' 131102200009 131101 X00016 V1 I LLER FAIV LY FARM , LLC 131112000021 VI IC H EL RAIV ON 131111100007 I 1 31 1020002 �,, 12751 COUNTY ROAD 27 . 5 130907000003 4638 T aURY CT 1 31 1 01 000020 ,, \ 0 d FORT LUPTON , CO 80621 FIRESTONE , CO 80504CO ' OAD2 ' N. \ 68 Aliil ' .47:( i 1 .2 C is . = a 13111 000023 1 0 \ i _ CO ROA ; FRED M . KAR LI K 131112000030 V1 IC HAEL E . P H ELANme 1 1 1 12200042 1 It ir r fir a, ti BENNE 1 PIT : i ii------•--.. ,1 1 170 COUNTY ROAD 22 . 5 10314 COUNTY ROAD 3 1 12 2 O O0 44 `' 0 \\\ In fa FORT LUPIN , CO 80621 FORT LUPTON , CO 80 621 --�. l ...., ROBERT S . LOUS3ERG 131112200043 ROBERT E . 8c LAVEN A TEVMER 131112000027 131 1 1 1 000024 131 1 1 2 200043.,, f1311177000 'H . . L 1 � 1 ' 12000021 , - ' ■�■� 10658 COUNTY ROAD 23 10 691 COUNTY ROAD 23 ili r FORT LUPTON , CO 80621 FORT LUPIN , CO 80621 f sr A 7 / ghee / c i A / is HEIDI G . BRADLEY T . HYNES — WINDELL TRUST 1 31 1 1 2400035 BARBARA J . VO \ FELDT REVOCABLE TRUST 131112000029 .._--� _. 1 1 1 1 1 � 1 '07 ip 13090700000 ow 11044 COUNTY ROAD . 5 131112400036 10933 COUNTY ROAD 2 - A reraraff - .c 0 FORT LUPTON , CO 80621 FORT LUPTON , CO 80621 _.......La n ..,, % 0 ■� Is es JAVI ES 3 U CKELEW HOOVEN c KRISTEN ANN 13110200008.0 RONALD S HAYN E 0 HOTTO 131112000029 1 31 1 1 1 100006 alliiiIIIIIa CHERRY 10188 COUNTY ROAD 3 -, .,..._.,--- an I/ irel \-%� � z O 1 "1375 COUNTY ROAD 7 3 FORT LU PTa N CO 80 62 1 `�� .� M14: � 4.: I 1 1 1 100CR 22 1 /2 FORT LUPTON , CO 80621 \ a .5 ireTERI ANN �c SHANNON J . DO EH RI N G 131112000033 1311110010043 CO ROAD 22 112 -L U. DARREL A . & JILL DEVER 131 107000082 10303 COUNTY ROAD 25 , x° , \ . 10635 COUNTY ROAD 24 FORT LUPIN CO 80621 O 111 1 12000010 131117400035 1 1 1 12400036 FORT LUPTON , CO 80621 - ' 1 L ',. DONALD E SHIRLEY ANN KANZLER 131 101000019 1311122010008 a� At LINDEN P . MACAULEY 8c KATHLEEN A, CANNON 131 102200008 11528 COUNTY ROAD 23 r 131112C00001 1 1 2000001 131 1 1 2 as 23 1 31 1 1 2 CC0033 131112000C34 1 1 2000034 co_ 11435 COUNTY ROAD 23 FORT LUPTON , CO 80621 K Tit:4 FORT LUPTON , CO 80621 131 1 1. 220090T00214 R06 V t 1 lone , \ NI\ N. ��, 15_51117000079 131112000027 11111 ; SOILSLEGEND : Ness\ \ 1 . ALTVAN LOAM , 0 TO 1 PERCENT SLOPES ` . --N.,,,, \ \\ 4950 IIIIL 131 1 1 7000078 •- 2 . ALTVAN LOAM , 1 TO 3 PERCENT SLOPES ROADE- 22 µSaint ' " - FrAndis, Cernre ', a, CO ROAD 22 3 _ AQUOLLS AND AQUENTS , GRAVELLY SUBSTRATUM -1141111° � i �. ,4ai ._ _., Ln er �, _ ' r y F Z } ,-ccK10. BANKARD SANDY LOAM . 0 TO 3 PERCENT SLOPES , FREQUENTLY FLOODED O - �\ � ��_ 0 Qs yy in 133 \ CC 5 46 , OLNEY FINE SANDY LOAM , 0 TO 1 PERCENT SLOPES L a \ qcc - r -- 4 W K68 . USTIC TORRIORTHENTS , MODERATELY STEEP VICINITY MAP SCALE 1 " = 1000 ' 85 WATER 6 m 2 a) rip° co F.ti Z CO t t 15 g a 3 W E W coec IL r` Job # 16116 W Date 11 . 7 . 17 IO i Drawn By WSS O. Deli • ned B JCY Checked B JCY File USR Plat Map 8 d} Scale 1 " = 1000 ' i 0 Sheet : Of: E I 2 cry 4 Cf3 PL P:118116 Bennett Mine Permitting\Drawings\Plan Sheets\JT-AccessWidenirg.dwg, Improvements, 1/31/2018 8:42:10 AM 770 FT REDIRECT TAPER TO TIE INTO EXISTING (55:1 X 14 FT WIDTH) EXISTING EDGES OF ASPHALT 8c LANE LINE All accel, decel and storage lengths need to conform to the requirements set forth in the State Highway Access Code. (R -B designation) 600 FT DECEL LENGTH PROPOSED EDGE —OF ASPHALT & LANE LINES PROPOSED EDGES OF ASPHALT— & LANE LINE EXISTING EDGES OF ASPHALT & LANE LINE Free Right turn needed per TIS 60' minimum 1040 FT REVERSE CURVE RADII EXISTING, — 60 FT ROW 50 FT RADIUS 164 FT REVERSE CURVE TO 12 FT TIE INTO EXISTING 50 F7 STACKING 50 FT RADIUS Additional ROW will be needed 3NI H31VIN 60 FT RADIUS EXISTING EDGE OF ASPHALT & LANE LINE 50 FT STACKING X259 FT TRANSITION TAPER (18,5:1 X 14 FT WIDTH) MATCHLINE B l IA 4)±.......A.1 : • il 11 This NE corner of the intersection will need a minimum 60' radius - same dimension on all four corners Remove this line a intersection 770 FT REDIRECT TAPER TO TIE INTO EXISTING (55:1 X 14 FT WIDTH) PROPOSED EDGE OF ASPHALT & LANE LINE PROPOSED EDGE — OF ASPHALT 8c LANE LINES EXISTING EDGE OF ASPHALT & LANE LINE 600 FT DECEL LENGTH EXISTING — 60 FT ROW EXISTING EDGES OF ASPHALT & LANE LINE SCALE IN FEET RADIL Job 16116 Date 1,31. Drawn By TPY Designed By TPY Checked By JCY File JT-AccessWidening Scale 1'=550' Hello