|
N. 1/4 COR, SEC. 19,
<br />T.2S" R.67W.
<br />I
<br />N88'31'59 "E 2645.47'
<br />LINE N.EI /4 SEC. 19
<br />- h1T
<br />DAML -1A [MORTI -1 RESOUi�CCS
<br />N01.06138 "E 37.07' I" 1316.20'
<br />COOLEY GRAVEL CO[1Al'ANY
<br />N89.57'55 "E 2640.10'
<br />NORTH LINE N,WI 14 SEC. 20
<br />• " N88 3140 E
<br />iv N85.20 53 E 52.66
<br />aai N77.38'03 "E 205.52' �'" " to
<br />N N7i o e E _� SOUTH PLATTE RIVER...
<br />W 3
<br />/ io
<br />10 • a0r i
<br />- 40 ..
<br />Z 0 `n— — — S89.54'11 "E— 1343.13' — — _ — — — �� _ S89.54'I I "E 674,57'
<br />. 5060 / /
<br />• - 5050
<br />rn I �--- 5040
<br />I
<br />i O
<br />/ / ^ W. 1 /4 COR. SEC. 20,
<br />E. I/4 COR. SEC, 19, I � j� �i .�� O
<br />F- a T.2S„ R.67W. T.2S.. R.67W. /� �� (STING
<br />UNLINED DITC
<br />W N/ /� �l/ WIDTH VARIES
<br />_ I,I AREA 2C
<br />34± ACRES CM
<br />I O
<br />�
<br />APP XIMATE MAIN CHANNEL // / / // N
<br />SOUTH LATE RIVER OPTIONAL
<br />AREA \
<br />i0
<br />rd
<br />r
<br />N
<br />WI
<br />"ay
<br />v
<br />L0
<br />0
<br />0
<br />Z
<br />AX. 44j:
<br />WATER RESERVO /R (M s1zE Aa,)
<br />WATER RESERVOIR AND /OR \
<br />FUTURE URBAN DEVEL OPMENT
<br />• �� \\ \ 8 RIVER CHANNEL / �� /� // BACKFILL WITH SAND SPOILS F U
<br />\\ \ \ MAX. SIZE 110+ Ac, BANK LOCATION AND (�
<br />J / / MAXIMUM/ ALIGNMENT FROM
<br />\ \\ - — — 5040 — —
<br />\ ESTIMATED WATER SURFACE r— . � 1 � � EAST TO BE
<br />r— — — — —5050 _ J I I� fi -_ BANK LOCATION DETERMINED nOm
<br />\ ELEVATION - 5060' I I i — _ 5060_ — — J 4 l . (62 ACRES INCLUDES BULL SEEP DITCH AREA)
<br />\ \\ \\ (AT CAPACITY) r _ —_ - - -_
<br />1 1 1 1 S00 006101 "W .%N89.5r57 "W 1,34648' N89.51'57 "W 1,303,40'
<br />AF 7AS 2A 8 2B I I ` _ �, 30.00
<br />\ 1'1.0 ACRES I 01
<br />NI5044'38 "W 66.98' 3 \ \ \ I L— —� to Z N
<br />iDl
<br />`— in w �ma
<br />I� 3Mwte
<br />' \ 0 '� =zo
<br />(!III r11�1�
<br />o WATER RESERVOIR NON LAKE AREA
<br />NI3 003'58 "W 183.44' � I I i� I I I I III p
<br />11 1 1 1 I I III N AREA f 0 5± AC,
<br />N07.20'08 "E 166.21' I I I I I I I I • ,„
<br />S89 50 43 E AREAS 2A 8 2C r I10# AC. 31± AC,
<br />J 339,18' Includes South Platte
<br />River area)
<br />TDP BANK OF `— — — — 1 I I AREA 2C (includes 0 -22f AC. 34 -123 AC,
<br />RESERVOIR I I I M Bullseep Ditch
<br />ELEV. =5070 I I Area)
<br />O
<br />cD
<br />ca
<br />TOTAL 110 -132# AC. 70 -48± AC.
<br />to 0 SIZE OF PERMANENT RESERVOIR IN AREA 28 DEPENDENT UPON AMOUNT
<br />Y p OF BACKFILL MATERIAL AVILABLE AND AUGMENTATION PLAN APPROVAL.
<br />10
<br />� - -- / -5040 -- W — - -- J I I I N
<br />5050 5060 —�
<br />\ -- — Y J
<br />U
<br />S89 °42'48 'W 665,69' 1 1 ` S89 °3T53 "W 662.34' N89 949'22 "W 503,40'
<br />9URIED G J
<br />� LIN
<br />A E` �J I I S00'1T59 "W
<br />_GAS _ 'wco s — _ I .--- 365.95'
<br />1 Gas
<br />N I AREA
<br />W I FUTURE AON-
<br />M I URBAN USE
<br />-- -
<br />N BACKFILL WTH I 589047'46 "W
<br />V SAND SPOILS 1 149.89' I
<br />O I 5! ACRES
<br />N00.42'23 "E Z
<br />30.00'
<br />1333
<br />S. 1/4 COR. SEC, 19, 589.59'44 "W
<br />T.2S, R.67W OUTH LINE S.EI /4 SEC, 19 I
<br />.1�!. [SAYER 8 ASSOCIATES
<br />2090 EAST 104TH AVENUE, SUITE 200, THORNTON, COLORADO 04316
<br />(303) 452 -4433
<br />r .
<br />44 "W 516. _ 1331.32' — —
<br />2662.63'
<br />S.E. COR. SEC. I
<br />T.2S., R.67W.
<br />S.W. COR. SEC. 20,
<br />T.2S., R.67W.
<br />ADCO CONSULTANTS, INC.
<br />2090 EAST 104TH AVENUE, SUITE 305, THORNTON. COLORADO 80233
<br />(303) 450-2204
<br />N89.48'27 "W 2670.59'
<br />SOUTH LINE S.W.1 /4 SEC. 20
<br />07/08/94 REVISED LOTS TO ARERS W /AC., MISC„ PER R.N.F.
<br />07/18/94 - MISC. REVISIONS TO SETBACK AND SLOPES, PER R.N.F.
<br />10/01/94 - REVISED RECLAMATION AREAS a MISC. NOTES
<br />01/06/95 ADDED CONTOURS AND MISC. TEXT, PER RAF
<br />N. 1/4 COR. SEC.
<br />T.2S., R.67W.
<br />IN
<br />S
<br />SCALE: 181 =200'
<br />O
<br />N _
<br />_ 1
<br />1
<br />U
<br />W
<br />U)
<br />� I
<br />I
<br />\ti
<br />I I
<br />cr
<br />Z u
<br />ui
<br />W N
<br />Approximately 12" of topsoil /overburden material shall be 1
<br />1
<br />utilized for revegetation, except along the South Platte River {
<br />{
<br />Berm Area, where 6" will be utilized to revegetate areas
<br />disturbed by the slurry wall installation and to'cover 4
<br />4
<br />existing non - vegetated areas west and north of the future
<br />reservoir bank for reseeding along the S. Platte River channel
<br />S. 1/4 COR. SEC. 20,
<br />T.2S., R.67W.
<br />RECLAMATION PLAN MAP- EXHIBIT F
<br />PART OF THE EAST ONE -HALF OF SECTION 19 AND THE WEST ONE -HALF OF
<br />SECTION 20, ALL IN TOWNSHIP 2 SOUTH, RANGE 67 WEST, COUNTY OF ADAMS,
<br />STATE OF COLORADO.
<br />I
<br />Permit Number,//.— 9
<br />Class y¢ermt
<br />Sedio xhib F i�j(
<br />Class: U Revision
<br />Type /Seq:
<br />Class: O Report O Hydro OGeneral----------------- - - - - -- --- - - - - -�
<br />Doc Type:
<br />DApplication (Coal only) O Bond O Enforcement O Inspection
<br />SCALE: 1" =200' DATE; JULY 6, 1992 DRW. BY: G.A.B. I CKD. BY: R.N.F. PROJ. NO: 92086
<br />FILE NO: 19- 27 -18L SHEETp� I OF IIIp'III�
<br />IIIIIIIIIIIIIIIItlI�HINllllll�81
<br />0 0 0 1 0 1 9 0
<br />
|