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Home My WebLink About20162115.tifflE '74 re: z a e to 23 6 4 25 PRO. Rop� A \v Tr DOIYIOARY . 4.640 ACRES .36 f F+.LFK:Y SERNCE FACILITY ACCESS • RD1D AND TRUCK QUEUE u LIQUID 111RStTE� TFNT f'ACIUIY �` --' J Rt.CY'.� yEO *�WISER 1 / r r \., 4� r,:.aw -4 ,, r � �' CLASS 2 t11.7ECTJD11 WELL Nt �'(AHTICPATED LCCAT1011) No. CLASS 2 DEEP IIUECT101i i tts Ilb. 2 26 ^� PIlATED LOC/MON) SOLID WASTE f IREATNENI FAGUTY \ AT E'XSTNC wa aENANCE SHOE' BUILDING - ' J 1 IWN LNULL LACCESS ROAD PNIKING AREA NARdTETWICE AND OPERATIONS OlALD01G CC7NCOMMA 8q - REMEDATION C_AlicAREA WASTE MANAGEMENT OF COLORADO, INC. ENERGY SERVICES FACILITY BUFFALO RIDGE LANDFILL J Y.1/4 -t= 12 L'.tPCTl SE R:iCES Ft/`ILrT1" I (N11.139 -°E PAP -;E 9 NOTTS• I- _ 1!00• 13 PRIVATF AcCFSS ROAD FROM WCP 59 WASTE WY4AG RENT PROPERTY BPDUE AR1AND R OUNDORY SECONDARY 1. TGPOGRAPIW DREAMED FROM _ 02-26-2014 AERIAL SURVEY. SITE PLAN Figure 4.1 PRELIMINARY palm - OCTOBER 2014 Smith Figure No. 4-2 Engineering, Geologic and Hydrologic Sampling Locations z z C9 C SEC 25 UTTERSON RANCH LLC (121525000006) Eli O Li (Li CD w C O ~ w U w z w ≥ oO Lii W = n' U J J = Co 0 zo < 0 o Z ON ct CCN w LL m N U 0 w n Z Z o SAVED:1 0/27/1 4 0 0 J W H H U Z W W O < Z Q W Lii < (-) • O > Y �z= 0 O > Z[n O -Lip O > nwo • m 000 l Y � Z O T- M OZH owH w<0 A < O HHH Z 0 L I H r O O U w z = Q O d� _ 0 O > W _ w 0 El - Lid U O id cc 0 o_ U o w 0H0H - _ UK < J _ < Z • HO = Z 0 w CIC >- > Z Q 0 >LI0 o NLi H Li_ a 0 o I= • w• �< N O O CK = © W O CC W Z O COORS ENERGY CO (121525000007) COORS ENERGY CO (121 536000 002) N CD hr) Lo N Ln fl A rlC' nr r°r A n u I C.C. SEC 36 WJW PROPERTIES LLC (121536000001) SEC 1 CUTTERSON RANCH LLC (130512000004) PERIMETER FENCE N CUTTERSON RANCH LLC (1 30 51 2 000 0 04) .. o. 5.JI .-. :.• ice . �. — _. ir -- _'• _ _ - _ —_ --- -rte- i ilL.�1, = - _-- � °:- , _�_ • — _— — rt T / ..//l 1 "° O / �-- ei' ,T �. O �I < z �g0 - �, _ Y o CC '�' �I, r 2 `a �,,� 4&a J,� `o p ,.,� I 'r _- ,.�i ,, 'a ^ � °,o . ~ _� .o 4 / 4eea 5 /�+I Cg• U WLn � .i Y N Z[♦ ---'' O ' 1 _ C n a�`i o w o �� 1 �� ,...> 0 -• -� ✓� L�_ ¢, - T7� Lo: r += . •. Lo ~Q iC� ZZ.,.CCTLi: >, Imwz c� W ' IiJ Y�U U _OO �, �... -----,2 ="n 5ooc//�,[Li/W I!. Eco <Ic</ lc C QOPERATONSo n UD W(,c �.x5N W 489 / W i (Ly' �` Z r . __ .� 0 >Wc a OJ AND 8.��+1•n O=e' E a WASTE r, • oP 11 Q w /LIQUID PARKING AREA �" C ✓ o o MAINTENANCE cc .. ai� g L C / ;i4r I TREATMENT .� > . �) v// . _ / SCALE HOUSE�l�� BUILDING FACIU Y r , 1 o I N L% O �� /C� / CO �� . .1 �� . II ' O •:-\: /�-, N I gg10 `• J �% F� U N / I v/� 1 W '�' atA ^ N C CD 4 ..i --/ 4 . CJ �1" J Z YF o i(( In - -.w cif i, < - «a ; C o Apt o C �,. 0 � tea , ' Li Li CO 01 r 5 Z Pb �. Z (0 LLJ 0 «, �._• (n 4g0p i. 4920- O Z 0 O (n O Z/�'Y Il_ i __.. �� W � O _ • ( Z Z O < d W > < wZ/ - w N / ' � _ { w � OC _< ZI-d� Li 'Ol W I � f� \ � � a� � 'ur ��i � U � r Q � / - Z , �' � 1.. �•+ EL i al o � w 0 TRAFFIC r Li - 1 a o �� cn �� Li < � �Il DIRECTION �� ESF FACILITY ��1 �I %_ //' �" /i /�1i rep .lam � �� ` �I a ►-- o ,fir l o — ,•0�� , o �It•/ ! SOLID WASTE TREATMENT FACILITY / t- �..�r..�l . G� J _------'�� o • r Z w>- r7 >3zr'I O OLn U LL CH O In - 0 In w W O 0 cc O eccc H W d W " LO < O Z O Z > O H N < > W W CC w < W co J Ln J Ln H w Z Z Z O In O < w O W U _W J � O Lo N U W N JO O H Hw ZH W < IL < W co - Li AL 0 m H Za) >o a) < < C r =wn W U w <C O Z N Z Z O W >9 < Z Wm W >LLL0 O O < WJO HQz <Zz W O W > < O w N < J w W EL U W Z '- Z 0 zoo( o w IC EC) Li w N <n W • O C < Z H H / / / / LEGAL DESCRIPTION- ESF PARCEL A PORTION OF SECTIONS 26 AND 35, TOWNSHIP 3 NORTH, RANGE 64 WEST AND A PORTION OF SECTIONS 2 AND 11, TOWNSHIP 2 NORTH, RANGE 64 WEST, SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS' BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 26; T HENCE ALONG THE EASTERLY UNE OF SAID SECTION 2G SOUTH 00°25'37 EAST, 2614.60 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE ALONG THE EASTERLY LINE OF AFOREMENTIONED SECTION 35, SOUTH 00°04'29" EAST, 5272.52 FEET TO THE SOUTHEAST CORNER THEREOF; T HENCE ALON G THE EASTERLY LINE OF AFOREMENTIONED SECTION A SOUTH 01°10'23- EAST, 5288.63 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE ALONG THE EASTERLY LINE OF AFOREMENTIONED SECTION 11, SOUTH 00.26'36" EAST, 2667.11 FEET TO THE EAST QUARTER CORNER THEREOF, THENCE ALONG THE SOUTHERLY LINE OF THE NORTH HALF OF SAID SECTION 11, SOUTH 89°54135 - WEST, 3125.06 FEET TO A POINT ON THE SOUTHERLY EXTENSION OF THE EAST ONE OF THAT CERTAIN "PRIMARY BUFFER AREA IN SECTION 35" AS DESCRIBED IN RECEPTION NO. 02354321, WELD COUNTY RECORDS; THENCE DEPARTING SAID SOUTHERLY LINE AND ALONG SAID EAST LINE OF THAT CERTAIN -PRIMARY BUFFER AREA IN SECTION 35" AS DESCRIBED IN RECEPTION NO. 0235432]* WELD COUNTY RECORDS, AND THE SOUTHERLY AND NORTHERLY EXTENSION LINES THEREOF, NORTH 00°02'57" EAST, 15828.64 FEET TO A POINT ON THE NORTHERLY LINE OF THE SOUTH HALF OF AFOREMENTIONED SECTION 26; THENCE ALONG SAID NORTHERLY LINE, NORTH 89°59'11" EAST, 2956.35 FEET TO THE POW OF BEINNHNG. CONTAINING: 1099.139 ACRES OF LAND. THE BASIS OF BEARINGS FOR THIS LEGAL DESCRIPTION IS THE EASTERLY LINE OF SECTION 35, TOWNSHIP 3 NORT H, RANGE 64 WEST, SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, AS MONUMENTED ON THE NORTH END BY A 3.25" AWM INUM CAP STAMPED "2000 PLS 108S5° AND AT THE SOUTH END BY A 3.25" ALUMINUM CAP STAMPED "1980 LS 2297°. SAID LINE IS ASSUMED TO BEAR SOUTH 00"0$29' EAST. 7-3 z re-) / / U / ZO ' 7 Z~J U ZNLLo 0� H w< r7 ozooc>oWz2 O-Fo J UII 4I� U LiW LJ u7 wS>CHLr7 C N Li C O Z W CC (n H Li w RIMMING COMMISSION CERTIFICATION TAT IS TO CERTIFY THAT THE WELD COUNTY PLANING COMMISSION HAS CERTIFIED AND DOES HERBY RECOMMEND TO THE BOARD OF THE COUNTY COMMISSIONERS, WELD COUNTY COLORADO, FOR ITS CONFIRMATION, APPROVAL AND ADOPTION THA SITE SPECIFIC DEVELOPMENT PLAN AF10 USER SPECIAL RD IEW AS SHOWN AND DESCH BEE THE Roo THIS DAY OF , 20 CHAIR, WELD COUNTY PLANEENS COMMISSION BOARD OF COUNTY COMMISSIONERS CERTIFICATION THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO, DOES HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS DAY OF, 20_ CHAIR, BOARD OFCOUNTY COMMISSI (PIERS ATTEST: MIDCOUNTY CLERKTO THE BOARD py Y•: DEPUTY CLERK TO THE BOARD DATE PROPERTY OWN WS CHOIR CAN ON THE UNDERSIGNED MAJOR PROPERTY OWNER DOES HEREBY AGREE TOTHE SITE SPECIFIC DB/ELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS DECSCHBED HEREON THIS DAY OF ,20_ SIGNATURE PRINTNAME WATER STORAGE POND N O Orei N c LL:r9- wo Li Z O U Z < Z w < W W U W W NOTES. oHL0n J U Li o =>on Ln EL WI U W H_ C) o D' OM o WC H W EL N U Z 0 Z H U U w w C =CC EC Z H z c. w H CL.) IHN O < <Q O Z W Z N JO Z < < CL W LCD 0 U Y O L(t N 4 z z W J H > J Ln W LT r') W J [ O W Lip Zo 0 - EL U Z HH_ Z O 0 J I— Z0w O w r CC z J w MAP UNIT LEGEND WELD COUNTY, COLORADO, SOUTHERN PART (60618) MAP UNIT SYMBOL 49 69 70 TOTALS FOR AREA OF INTEREST MAP UNIT NAME 56000 1N 501 Osgood sand, 0 to 3 percent slopes Va lent sand, 0 to 3 percent slopes Va lent sand, 3 to 9 percent slopes 426.6 102.8 561.1 1,090.50 PERCENT OF A01 39.10% 9.40% 51.50% 100.00% 1. A0 PROCESS MATERIAL WILL 3E STOCKPILED AT PROCESSING AREAS WHICH CONSIST OF UIHE 0 TANKS. 2. GIVE\ TILE LOCATION ANT DISTANCE FROM P E CO\STRUCTEH 3. NATIVE LANDSCAPING ONLY. 4. SITI- FENCED TAT GATED. 5. A .'UIT CLAIM DEED WILL HE FILED FO PARCEL 12153500000A, WI IC IS TRA OUTSIDE TINE ESF 30U\DARY WILL 3E A LEGEND X ST NC) LAND LL 'RO O RTY TILE ESF OTI TER TI TAN A APPROVED R CONTAINED PITS, UNLOADING AREAS, AND RIVATE ACCESS ROAD, NO SCREENING HERMS WILL R THE PARCELS COMPRISIN ASHCTED AY TILE ESF 30U SOR=ED INTO EXISTING PA SECTION UNE EASEMENT UNE, AS NOTED ESE PARCEL SECTION CORNER A G THE ESF. FOR EXISTING DORY, TILE PORTION HUNT RCEL 121535000009. sGENERAL SITE DRAINAGE DIRECTION " • a , N L,I • .Li 7:• - A pca - J L W Li CH a W I~)iZ �0Z o w > O w EL U W U W CC • • I" 7 Y • -_l _I- J J - 0 IH Qz0 W Z LL- O O . Z o LE _ 4 Z O Z Y L Li] O Li] -H0 Ln UU H Wo < O w U • 7 - i .1 _ A t " OJ H i CA W • • _ of • ,feir •� O2or oUO .•i� IIi r r WASTE MANAGEMENT U J z L n z xj- -w > Inccc O<C > I 1 N zo Oz Z U Z Ou-) 13 o Q H H 0 W I n Z O W U 0 Ln .C " F ' • A, l • - flag p. • • /• A �. I . ...• • E • ♦' • .(.,•.' ._.•/• A • „ f I / • , / 1as CYO C'' ° a 6 • ! _ _ r`a • . a\ ,�; I/ • • _ SEC 12 N O r C C H r z < CO w N > z (-2o U W C > C W < O O OWZ U O Z w o J U O U O < < w CC 0 up JO / A, O H 0) N U Z 0 �cco z W (n Z < Z w w O CC 0 ACC • i • aC H w W W cc 1 ›- Z C{) < LC H Wzr O W r'] C-) > N WO < O O U z�Z > Ln Li O U W U Z < W < w r7 N cc N cc r O Z °O N z r` >ZO O w H U > N wo Cr) U 0 Z W cc Z U 7 Z Ww0 U 0_ H U W o<w O U U W EDMISTON, ELMA J (30511000003) Z H cc >- z Ln < H • w r 5H • Oz UFO oWwz <z� z ==w<o Z < W H W W_ W O U o w Ln W N < 1n = 600' 300 0 SS ROAD • • FA: -•. / C. 4,0 c c J ! • • s' Cla .. r. A • • -s t •r',' C. a a ' r I • • , 600 • • 0. _ • •- S Int • • Po.\--.....••♦•nr ^ , • f cc \r N' • i - I i • ' A- , • - • • v • • No' MI _ PAL D PAI NAC .•••• Or •�1• • • V \ _ / V a SCALE 1 U I• - .q Vii. iL ..' -o• , • 1 • AP N _ Oit DATE DRWN CHKD REMARKS DESIGNED BY: D. KLEMPEL DRAWN BY: K. HUFFSMITH SHEET CHK'D BY: GROSS GIPK'D BY: APPROVED BY: DALE. OCTOBER 2014 CDNI Smith 50 W. 14th Street, Suite 200 Helena, MT 59601 Tel: (406)441-1400 WASTE MANAGEMENT OF COLORADO, INC. ENERGY SERVICES FACILITY BUFFALO RIDGE LANDFILL PERMIT PLAN MAP PROJECT NO. 1282.59-101768 FILE NAME: CSTPL00LDWG SHEEI NO. • • • • P d U Z % O � u• a,>, on �c W • Q m a L OE 2 Fi ma • " • 8 m -a -a; � T> CO T _ L • m in p � C N m a a m� a a - . a E 9a a0 O c d Ma C in n C N 'q d wo z on Y O m d a d= yE 45 cc pqL z .6) • c N W • Z r m m c 8 to q mW Z • m yp• Y C • = m g w 0L W N Z. • n E N m O 0 E E d z .I- yLL tl 0 n• Z • Z • K Y o a N F 0 c C IrkT$ is o E Z� LL y $0 co 't N o 02 9 0 D. • d O E X o w Z O i ULL O$ QJQ m FN n Ma O R re OO O n - O 0 6 I W WQ Qm 0a OU 00 O � 3F N Op CO co a • m q 40 *dm czt • ROLL -OFF CONTAINER CONCRETE PAD, TYPICAL • • • • • :j ENGINEERS Ketterling, Butherus & Norton Engineers LLC. 820 8th Street Greeley, Colorado 80631 (970) 395-9880 KBN Project No. 13037 NO. • • • • • 4884 TANK • • • • • • • • • • • • Sp- cP PROPOSED CENTRIFUGE BUILDING FIN. FLR. • • • • • • • • • • • • • • • 4882 A • • o • • • 4883 4883 4885 REMARKS .00 - \_LEAK DETECTION GEOMEMBRANE BOUNDARY • • 40 • • • • • • • • • • • • • PIT 102 WATER QUALITY FEATURE 'A' 4885 DESIGNED BY' DRAWN BY: SHEET CHK'D BY - CROSS CHICD BY. APPROVED BY: OCTOBER 2014 • • • • • • • • CO cO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SUMP & PUMP, TYPICAL LEAK DETECTION MONITORING MANHOLE 555 17th Street, Suite 1100 Denver, CO 80202 Tel: (303) 383-2300 co d • • • • • • • • • • • • • • DAYLIGHT SWNALE • • • • • Q143 4-6r5 aka 11 • • • • • • • • • • • • • • • • SILT FENCE SEE DETAIL SHEET C7 • CONCRETE PAD, TYPICAL • GRATE, TYP. PROPOSED PRODUCED WATER TREATMENT BUILDING FIN. FLR. • LEAK DETECTION GEOMEMBRANE • BOUNDARY • • • EXISTING FENCE ACROSS ACCESS TROADS TO BE REMOVED 4884 • • • 4885 Oa • • • • • • • • • • cz co co • • • • • • CV • Mi. FM • • • • • 3. • • CONCRETE TRUCK WASHOUT PIT SEE DETAIL SHEET C7; CONTRACTOR TO DETERMINE EXACT LOCATION • • gab • • • • • • • • • • • • • • 03 • • EXISTING GRAVEL ROAD WASTE MANAGEMENT OF COLORADO, INC. BUFFALO RIDGE ENERGY SERVICES FACILITY 0.1% • • • • • • • • • • • • • 1 • PROPOSED GRAVEL SURFACE PROPOSED CONCRETE SURFACE • • • • • • • • • • • • EXISTING FENCE ACROSS ACCESS ROADS TO BE REMOVED • • • • • • • • • cP • • • • • • • • • • aim 00 QUALITY r• • • • • • • • • • • • • • • • • • • • • • • • Nit • • • • SCALE HOUSE • 4880 0 40 SCALE- 1" = 40' PROPOSED OPERATIONS & MAINTENANCE BUILDING FINISHED FLOOR ELEV.=4880.40 • • ,2 isjoessesin EX. FENCE ACROS N TO BE REMOVED • I • • • de • PROPOSED LEACH FIELD • • • • • • • • • • 80 Crita • • • • • • • • • • PRELIMINARY_OESIGN - SEPTEMBER 2014 GRADING & EROSION CONTROL PLAN PROJECT NO. 128259-101768 FILE NAME: SHEET NO. a 2014. 9:37:48am E m u_ a Eo W N 23 _Z M groo N F o c C a n do` � i �N. LL [� 9 I° m - N0 N O N 9 nm E O%I0.1 > is w ULL of D" Mg Ma LL a do 6 I ly WQ -c -o 30 D 4 N O to co % o. m W q ♦ • \ • / • \ / / / / / PROPOSED LEACH FIELD (30' x 70') • I 1 • 0 fV .819 \ • 4878 \ • • / • •l ENGINEERS • \ \ • • • • Ketterling, Butherus & Norton Engineers LLC. ..♦ 820 8th Street Greeley, Colorado 80631 (970) 395-9880 KBN Project No. 13037 I 1 / MATCH LINE 4879 • / \ • ♦ • 1 1 \ • • 1 \ \ • • 2.1% X • 1 1 • \ ♦ • • • ♦ • \ • \ \ • • \ \ ♦ • • • • \ 1 ♦ \ 4877. • • • • • • • • • \ • • \ \ • ♦ • • ♦ \ • ♦ ♦ • ♦ \ • • \ • ♦ • • ♦ ♦ • • • • • • • • • \ • • I \ \ \ • EXISTING FENCE ACROSS ACCESS ROADS TO BE REMOVED / • • \ • • • ♦ I I I I --48� 4816. \ \ • • • \ ♦ • \ • \ • • ♦ \ • \ • • • • • • \ • • 1 • ♦ ♦ • • • \ • • • • • \ \ • ♦ ♦ \ jgs \ , • ♦ \ ♦ • • • • • • 1 X • • \ \ • • • ♦ ♦ • • • 1 1 . EXISTING GRAVEL ROAD \ \ , \ 1 • • • • • • • • • • • • • • \ / / / • I I I I • \ • \ \ • • • \ \ 1 \ \ \ \ \ \ \ \ 1 co 1 \ • • \ • • \ \ \ • / 1 • \ • \ • \ I I / / / / • • , ♦ ♦ *4876-• - 4874• . ♦ 2/ \ \ • \ • • • • ♦ • • / I I as ...... _ I • \ • • \ • \ ♦ • \ • \ • \ \ \ ♦ • • \ • • • \ • • ♦ ♦ I I I I • • • 1 • • • • / \ • 1.7% "Is, • \ ♦ ♦ ♦ • • ♦ • \ • ♦ ♦ • ♦♦ ♦ ♦ ♦ ♦ • • • • • • • • • ♦a f(_ / • ♦ • \ \ • • rnCP \ • • • • • \ • • • 0.4% ♦ X • • • • ♦ • • \ • / \ \ • • • • • • ♦ • • 0) • • • • ♦ • \ ♦ \ \• \ \ • • • ♦ / ♦ \ \ • • • • • • • • • ♦ X • • \ • \ • • • • • • • • • • • • • • • • • • \ \ • • • • • • • • • • • • \ • • • • • • • EXISTING GRAVEL ROAD • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4870 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • St • • • • • • • • • • St • • • • • • • • • • • • • • • • • • • • • • • • • • • • PROPOSED PRIMARY FACILITY ENTRANCE (ONE-WAY) • • • 0 40 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 80 • • • • • • • • • • • • • • • • • EXISTING FENCE ACROSS ACCESS ROADS TO BE REMOVED • • • • • • PRELIMINARY DESIGN - SEPTEMBER 2014 REV. NO. DATE DRWN CHKD REMARKS DESIGNED BY' DRAWN BY: SHEET CHICO BY - CROSS CHICD BY. APPROVED BY: OCTOBER 2014 CDM Smith 555 17th Street, Suite 1100 Denver, CO 80202 Tel: (303) 383-2300 WASTE MANAGEMENT OF COLORADO, INC. BUFFALO RIDGE ENERGY SERVICES FACILITY GRADING & EROSION CONTROL PLAN PROJECT NO. 128259-101768 FILE NAME: SHEET NO. G g. V w t 1 L ✓ c o w'3 a o_ Y-4 m E Et N L 3 ,e CC O O S o $o w J P o c 3Y w E u E " 8 a m w E t a 0 Y F' C4 O „g 4 P WY a L m� y O — 0 o p Y 0z 't wL c w ow ;, z°°' c c low a zx m • c P y W e t T• Y aw LB V q C Y rnL o Lu 33 a a L N Y d N as 0 N 0 tt V z v 0 a U, G 0 c 0 c S a m N 0 I- Y L u z EI- e V ▪ n N J O ▪ W y D C / bK • 5 M .C W 0 zo CONSTRUCTION & EROSION CONTROL NOTES A STORM WATER DISCHARGE PERMIT FORM THE COLORADO DEPARTMENT OF HEALTH IS REQUIRED BEFORE CONSTRUCTION CAN BEGIN. 2. CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES BEFORE COMMENCING ANY LAND CLEARING ACTIVITY. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF THE SILT FENCES THROUGHOUT THE CONSTRUCTION PROCESS AND UNTIL PERMANENT GROUND VEGETATION HAS BEEN ESTABLISHED TO THE SATISFACTION OF THE CITY OF EVANS ENGINEER. 3. FOLLOWING THE PLACEMENT OF SILT FENCES, THE CONTRACTOR MAY BEGIN CLEARING AND GRUBBING OPERATIONS. THIS OPERATION DOES NOT INCLUDE TOPSOIL STRIPPING. 4. THE CONTRACTOR SHALL LIMIT TOPSOIL STRIPPING OPERATIONS WITHIN THE AREAS IN WHICH THEY ARE IMMEDIATELY WORKING. 5. THE CONTRACTOR SHALL ROUGHEN THE SURFACE OR PROVIDE EITHER TEMPORARY OR PERMANENT GROUND COVER WITHIN FOURTEEN (14) DAYS OF EXPOSING ANY AREA. THIS REQUIREMENT SHALL BE IMPOSED IF THE CONTRACTOR HAS AN AREA EXPOSED FOR FOURTEEN (14) DAYS OR MORE WITHOUT PERFORMING GRADING OPERATIONS WITHIN THE AREA. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES AND PRACTICES. IT IS THE INTENT OF THESE PLANS AND THE DESIRE OF THE OWNER TO PROVIDE HIGH QUALITY EROSION AND SEDIMENT CONTROL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL FINES ASSOCIATED WITH DISCHARGE OF SEDIMENTS, EROSION, OR POLLUTANTS CAUSED BY THIS WORK. 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF WELD COUNTY AND PROJECT DRAWINGS. THE SITE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES ON -SITE DURING CONSTRUCTION IN ACCORDANCE WITH THE ABOVE, AS A MINIMUM STANDARD, AND SHALL REMOVE ANY SILT OUTSIDE THE PROJECT LIMITS DEPOSITED AS A RESULT OF CONSTRUCTION ACTIVITY. 9. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM THE SITE, IF NOT REUSABLE ON -SITE. 10. THE SITE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AT COMPLETION OF CONSTRUCTION. 11. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. 12. ADDITIONAL ON -SITE PROTECTION, IN ADDITION TO THE ABOVE, MUST BE PROVIDED TO PREVENT SILT FROM LEAVING THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. SEEDING NOTES ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" OF TOPSOIL AND SHALL BE SEEDED. SOIL PREPARATION, FERTILIZER, SEEDING AND MULCHING WILL BE REQUIRED. THE FOLLOWING TYPES AND RATES SHALL BE USED: SEED COMMON NAME BOTANICAL NAME Fairway Wheatgrass Agropyron Cristatum FERTILIZER (NUTRIENT REQUIRED) Nitrogen Phosphorus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etterling, Butherus & Norton Engineers LLC. 820 8th Street Greeley, Colorado 80631 (970) 395-9880 KBN Project No. 13037 GENERAL CONSTRUCTION NOTES 1. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES. 2. THE GENERAL CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-(800)-922-1987, OR THE NATIONWIDE UTILITY CONTACT NUMBER (811), TO REQUEST LOCATES OF ALL UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS AND PROTECTION OF ALL EXISTING UTILITIES SHOWN, ALL EXISTING UTILITIES NOT SHOWN, AND ALL PROPOSED UTILITES ON THESE PLANS. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT IMPROVEMENTS FROM DAMAGE AND EROSION. ANY ADJACENT IMPROVEMENT DAMAGED DURING CONSTRUCTION SHALL, AT A MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRECONSTRUCTION STATE. 5. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. 6. IDENTIFYING THE NEED FOR A PERMIT, PREPARING THE APPLICATION, AND PAYING THE SUBMITTAL AND REVIEW FEES NECESSARY TO SECURE PERMITS WILL BE THE TOTAL RESPONSIBILITY OF THE GENERAL CONTRACTOR. A COPY OF ALL PERMITS MUST BE ON SITE AT ALL TIMES. 7. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR STORM WATER DISCHARGE, ASSOCIATED WITH CONSTRUCTION ACTIVITY. FOR INFORMATION, CONTACT THE COLORADO DEPARTMENT OF PUBLIC HEALTH, AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION, SQCD-PE-B2, 4300 CHERRY CREEK DRIVE SOUTH, DENVER, COLORADO 80246-1530, ATTENTION PERMITS AND ENFORCEMENT SECTION. (303) 692-3500. THE WATER QUALITY PERMITTING PAGE CAN BE ACCESSED AT W W W.CDPHE.STATE.CO. US/WQ/PERM ITSU N IT/WQCDPMT.HTML. 8. IF THE CONSTRUCTION SITE IS ONE ACRE OR GREATER IN SIZE, OR IF ANY FORM OF DE -WATERING IS TO BE USED ON THE CONSTRUCTION SITE, THEN PROOF OF A STORM WATER DISCHARGE PERMIT FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT IS REQUIRED TO BE SUBMITTED TO WELD COUNTY PLANNING DEVELOPMENT REVIEW PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY. 9. IF DEWATERING IS TO BE USED, THEN A STATE CONSTRUCTION DEWATERING DISCHARGE PERMIT IS REQUIRED IF DISCHARGE IS INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF THE UNITED STATES. 10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL SOILS REPORT, PRODUCED, OR REFERENCED FOR THIS PROJECT. 11. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL COUNTY, STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, 7+(0'75(1&+,1*'0$1'0323(10(;&$9$7,21 "'023(5$7,21606+$//0&203/<L7:,7+C1$// CURRENT O.S.H.A. REGULATORY REQUIREMENTS. 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THEIR OWN DISPOSAL SITE FOR ALL DISPOSED MATERIALS. 13. DURING CONSTRUCTION WHENEVER ANY PIPELINE IS LEFT UNATTENDED, TEMPORARY PLUGS SHALL BE INSTALLED AT ALL OPENINGS. TEMPORARY PLUGS SHALL BE WATER TIGHT, AND OF SUCH DESIGN AS TO PREVENT ANIMALS FROM ENTERING THE PIPE. 14. ALL PROPERTY PINS, INTERSECTION MONUMENTS, AND SECTION CORNERS DISTURBED DURING CONSTRUCTION MUST BE REFERENCED AND REPLACED UNDER THE SUPERVISION OF A LICENSED SURVEYOR. 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING LOST OR DAMAGED PROPERTY PINS, INTERSECTION MONUMENTS, AND SECTION CORNERS DUE TO CONSTRUCTION ACTIVITY. CONCRETE TRUCK WASHOUT PIT PROFILE CONTAINMENT BERM FROM PIT EXCAVATED MATERIAL 4 / 3' DEPTH V 10 FEET SQUARE BOTTOM MIN. NOTES: 1. PIT TO BE MAINTAINED AND UTILIZED UNTIL ALL CONCRETE WORK IS COMPLETED, INCLUDING ALL FOUNDATION AND FLATWORK. RELOCATED PITS SHALL MEET THIS STANDARD. 2. PIT TO BE PERMANENTLY SIGNED TO ALERT DRIVERS OF ITS LOCATION 3. SET CONCRETE TO BE BROKEN UP AND DISPOSED OF PROPERLY OFF SITE PER LOCAL, STATE. AND FEDERAL LAWS. 4. WASHOUT PITS THAT ARE SEPARATED FROM A PAVED SURFACE MAY REQUIRE A VTC PAD TO PROTECT STREETS FROM TRACKING OF DIRT. FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS WOOD OR STEEL POST 8' MAX SPACING 10 INCHES \/// (MIN) CALL UTILITY NOTIFICAT ON CENTER OF COLORADO 1-800-922-1987 CALL 2 -BUS NESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE NARKING OF UNDERGROUND MEMBER UTILITIES. SILT FENCE INSTALLATION 2 FEET (MIN) APPROXIMATELY 8 INCHES OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL MATERIAL RUNOFF APPROXIMATE 4 -INCH BY 4 -INCH TRENCH —so i ALL CONCRETE TRUCKS WASHOUT HERE *SIGN: 2' Tall x 3' Wide on 4' Tall Post, 6"x2" Lettering ATTACHING TWO SILT FENCES I DIRECTION OF RUNOFF WATERS I T 1 PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DRIVE BOTH POSTS ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP GENERAL EROSION CONTROL NOTES CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO, SILT FENCE, INLET PROTECTION, VTC PAD, WHEEL WASHOUT, AND SEDIMENT BASINS BEFORE COMMENCING ANY LAND CLEARING OR GRADING ACTIVITIES. THE CONTRACTOR SHALL LIMIT TOPSOIL STRIPPING OPERATIONS TO WITHIN THE AREAS IN WHICH THEY WILL BE IMMEDIATELY WORKING. THE CONSTRUCTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED AS A LAND DISTURBING ACTIVITY. ALL EXCAVATED MATERIAL SHALL BE PLACED WHERE SEDIMENT WILL ERODE BACK INTO THE TRENCH. ALL TRENCHES SHALL BE BACKFILLED BY THE END OF THE DAYS WORK; BACKFILL SHALL BE PERMANENTLY STABILIZED BEFORE CONSTRUCTION IS CONSIDERED COMPLETE. ALL DISTURBED AREAS AND SOIL STOCKPILES SHALL BE ADEQUATELY STABILIZED AS DEFINED IN THE URBAN DRAINAGE FLOOD CONTROL DISTRICT (UDFCD), VOLUME 3, CONSTRUCTION BEST MANAGEMENT PRACTICES, SECTION 3.0 "EROSION CONTROL". ALL DISTURBED SOILS AND SOIL STOCKPILES SHALL BE WATERED AND MAINTAINED IN A ROUGHENED CONDITION AT ALL TIMES DURING CONSTRUCTION ACTIVITIES TO PREVENT WIND -CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES WILL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY CITY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (SEE SDDC MANUAL SECTION 14 FOR SEEDING SPECIFICATIONS) SOIL STABILIZATION SHALL BE REQUIRED WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED. IF DISTURBED AREAS OR STOCKPILES ARE NOT BROUGHT TO FINAL GRADE WITHIN 30 DAYS FOLLOWING THE INITIAL DISTURBANCE, OR RE -DISTURBANCE, TEMPORARY STABILIZATION MEASURES SHALL BE REQUIRED. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILE SIDE SLOPES SHALL NOT EXCEED A SLOPE OF 4V:1H. ALL STORM SEWER INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT -LADEN WATER. HAY BALES ARE NOT RECOGNIZED BY THE CITY OF EVANS AS AN ACCEPTABLE FORM OF EROSION CONTROL. INSPECTION OF ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE REQUIRED AT THE END OF EACH DAY'S WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. THE CITY OF EVANS PUBLIC WORKS INSPECTOR SHALL, AT THEIR DISCRETION, REQUIRE ANY EROSION CONTROL DEVICES BE REPAIRED , REPLACED, RELOCATED, MODIFIED, OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED WITHIN 5 WORKING DAYS FOLLOWING RECEIPT OF THE WRITTEN REQUEST FROM THE INSPECTOR. ALL PUBLIC RIGHT OF WAY POLLUTED WITH DIRT, MUD, OR DEBRIS SHALL BE SWEPT CLEAN AT THE END OF EACH DAYS WORK OR AFTER STORM EVENTS, AS NECESSARY, ALL TEMPORARY AND PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AS SOON AS THEIR FUNCTION HAS BEEN FULFILLED. SEDIMENT TRAPS/BASINS SHALL BE CLEANED AND REMOVED, OR STABILIZED, WHEN ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. THE SITE CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OFF ALL SILT FROM THE SITE, IF IT IS NOT REUSABLE ON SITE. THE LANDOWNER SHALL BE HELD RESPONSIBLE FOR THE LONG-TERM STABILITY OF CUT AND FILL SLOPES AND THE SUCCESSFUL ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED SOIL AS DEFINED IN THE UDFCD, VOLUME 3, CONSTRUCTION BEST MANAGEMENT PRACTICES, SECTION 3.2 "MULCHING". ALL CONSTRUCTION SUPPLIES OR MATERIALS USED OR STORED ON SITE MUST BE DISPOSED OF PROPERLY AND MUST MEET ALL APPLICABLE MATERIAL SAFETY DATA SHEET CRITERIA. THE STATE STORMWATER DISCHARGE PERMIT HOLDER MAY BE LIABLE FOR ANY VIOLATIONS RESULTING FROM THE ACTIONS TAKEN BY SITE CONTRACTORS, SUBCONTRACTORS, MAINTENANCE CREWS, ETC. IA k ei ENGINEERS CONSTRUCTION STANDARD EROSION CONTROL STRUCTURES KETTERLING, BUTHERUS & NORTON SCALE. N.T.S. GRADING NOTES 1. GRADES SHOWN ON PLANS ARE FINISHED GRADES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PRODUCED, OR REFERENCED FOR THIS PROJECT. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STORM WATER DISCHARGE PERMIT ISSUED FOR THIS PROJECT. 4. EROSION CONTROL MEASURES OUTLINED ON THE EROSION CONTROL/GRADING PLAN MUST BE IN PLACE PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. (STOCKPILING, STRIPPING, GRADING, ETC.) 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF WELD COUNTY, AND THE APPROVED PROJECT CONSTRUCTION DOCUMENTS. 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES AND SHALL BE RESPONSIBLE FOR ANY AND ALL FINES ASSOCIATED WITH THE DISCHARGE OF SEDIMENTS, EROSION, OR POLLUTANTS LEAVING THE SITE AS A RESULT OF CONSTRUCTION ACTIVITY. 7. NO SOIL STOCKPILE SHALL EXCEED 10 FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILES REMAINING AFTER THREE MONTHS FROM THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH A TEMPORARY COVER CROP, OR REMOVED FROM THE SITE. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PLAN ALIGNMENT AND GRADE IN ALL ROADWAYS, OPEN SPACES, DITCHES AND SWALES SO THAT ALL DRAINAGE IS DIRECTED IN A POSITIVE FLOW TO ALL DRAINAGE AREAS INDICATED ON THE CONSTRUCTION PLANS AT THE COMPLETION OF CONSTRUCTION. LEGEND CONCRETE WASHOUT AREA SILT FENCE sr 4684 4685 4684 4685 X X 4885.20 x 4885.20 T.O.C. x 4885.20 B.O.W. 1.5% _ EXISTING CONTOUR 4684 EXISTING INDEX CONTOUR 4685 PROPOSED CONTOUR 4684 PROPOSED INDEX CONTOUR 4685 PROPOSED LEAK DETECTION GEOMEMBRANE BOUNDARY EXISTING FENCE PROPOSED SPOT PROPOSED SPOT PROPOSED SPOT ELEVATION ELEVATION - TOP OF CURB ELEVATION - BOTTOM OF WALL DIRECTION OF FLOW AND PERCENT SLOPE PROPOSED GRAVEL SURFACE PROPOSED CONCRETE SURFACE PRELIMINARY DESIGN - SEPTEMBER 2014 REV. NO. DATE DRWN CHKD REMARKS DESIGNED BY' DRAWN BY SHEET CHK'D BY CROSS CHK'D BY APPROVED Br DATE OCTOBER 2014 CDM Smith 555 17th Street, Suite 1100 Denver, CO 80202 Tel: (303) 383-2300 WASTE MANAGEMENT OF COLORADO, INC. 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FCI:.IICN L1IN:: J. .I I II '1,I k1_U' :Mr 'AII I 3F AiS]R?FJ CI-.^^. FIST CG PA:CFI 1?'5?&JC0309. 6 :ClC1IC51 LP4E F?_;W $T i IV!, AS i•:rc.C I SI I'AIIC'I I Vc;I::f) ri1N0-A 5 8s7.EPAL Sr: OPJ,I'MACT. A C -V • SEC 12 F A: J ' SJ L •. L C) LP) 'D •ri )r r.:n irr? -PICT i ;1 • L11I - -SON -INCIF IC ll:R=•2XXW41 ifIAOIJI'I '1 II II II II LUJIS VI. _LYA . ;391n:CC03� a �-N-a 1 tr Lr 1 F_JIF1.S • Rn•1 r.. -U-il: r• I, csmith bow Na MoaSiam Naito OM OMV. 1N'. N0.1401C WASTE MANAGEMENT OF COLORADO, INC. ENERGY SERVICES FACILITY BUFFALO RIDGE LANDFILL PERMIT PLAN MAP • t l,RI_ : -III :.,I ,,. C-1 7 x 5 G WASTE MANAGEMENT PROPERTY BOUNDARY AND SECONDARY BUFFER BOUNDARY I TZA I ' I COUNTY ROAD 18 I BUFFALO RIDGE LANDFILL DISPOSAL FOOTPRINT U I FTION 11 I 1 i 1• to SECTION 14 flmt BUFFALO RIDGE LANDFILL PERMIT BOUNDARY PRIMARY BUFFER BOUNDARY BUFFALO RIDGE ENERGY SERVICES FACILITY BOUNDARY BUFFALO RIDGE ENERGY SERVICES FACILITY o O COUNTY ROAD 18 — FAtnAY LOCATION AREA MAP Reference: USGS 7.5 I4nute series (topographic) Lo Salle. Colorado: Volley 'lies School. Colorado: Hors. Colorado: 'Mon Reservoir. Colorado; KIug Ranch. Colorado: Tompo. Colorado; Hudson. Colorado: Kee eats g. Colorado: Prospect Volley, ColThe TORO mops ore seamless. sconneo imogaa of USGS pope topographic mops. ESRI Areas Online and data partners including USGS and O 2013 National Geographic Society APPROXIMATE SCALE 0 1 MILE CSDM WASTE MANAGEMENT OF COLORADO. INC. BUFFALO RIDGE ENERGY SERVICES FACILITY WELD COUNTY. COLORADO Figure 1-1 Location Map Hello