HomeMy WebLinkAbout1.06 As-Built Survey and Site PlanWASATCH AS -BUILT SURVEY SITE PLAN
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Wasatch Bench Production Water Pond Site
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SECTION 20, TOWNSHIP 6 SOUTH, RANGE
92 WEST OF THE 6th P.M., COUNTY OF GARFIELD, STATE OF COLORADO
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POND STORAGE VOLUME TABLE
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Elev Area Cumml Avg Cumml Avg
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(ft) (ac) (ft3) (Ac -Ft)
5604.0 2.083 1,342,298.1 30.81l�245'+/-r
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5603.0 2.003 1,253,289.5 28.77
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5602.0 1.925 1,167,722.6 26.81
5601.0 1.849 1,085,510.6 24.92
5600.0 1.774 1,006,591.6 23.11'
5599.0 1.701 930,903.4 21.37
5598.0 1.629 858,383.9 19.71
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5597.0 1.558 788,971.1 18.11
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5596.0 1.489 722,602.9 16.59
5595.0 1.421 659,217.2 15.13
5594.0 1.355 598,751.9 13.75
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5593.0 1.290 541,144.8 12.42
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5592.0 1.227 486,334.0 11.16
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5591.0 1.164 434,257.3 9.97
5590.0 1.104 384,852.7 8.84
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ACCESS ROAD
5589.0 1.045 338,058.1 7.76
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5588.0 0.987 293,811.3 6.74
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5587.0 0.931 252,050.3 5.79
BRYNILDSON, SCOTT W. & LINDA S.
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5586.0 0.876 212,713.0 4.88-
5585.0 0.822 175,737.3 4.03
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PARCEL# 2179-301-00-522
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5584.0 0.770 141,061.1 3.24
5583.0 0.719 108,622.3 2.49
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5582.0 0.670 78,358.9 1.80
5581.0 0.622 50,208.8 1.15
5580.0 0.576 24,109.9 0.55
5579.0 0.531 0.0 0.00
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VEHICLE �-•
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TYPICAL
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WASATCH BENCH
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POND SECTION
FENCE
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80 mil HDPE LINER
VICINITY MAP
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GEO MATERIAL LINER
SCALE: 1" - 1,000'
Property Description: (Parent Parcel)
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_ _ .. _ .. _ .. _ .. 80 mil HDPE LINER
GEO FILTER FABRIC
A Parcel of Land as Described in a Special WarrantyDeed
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recorded February 14 1995 as reception no. 474413. further
described as follows:
5600
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LEGEND
Sec. 18: SEl/4SE1/4; Sec. 19: Lot 2, Lot 4, NEI/4, E1/2SEI/4,
SW 1/4SE1/4; Sec. 20: All that part lying westerly of County Road
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GEO MATERIAL
No. 315 as it now exists; Sec. 29: All that part of the NI/2 and the
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NWl/4SE1/4 lying westerly of County Road 315 as it now exists;
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Except tract land described follows: Beginning the
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a of as at
Southwest NWI/4SE1/4 Sec. 29,
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5581.5' 5581.6'
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ACCESS ROAD AND DRIVEWAY
corner of the of thence running6Ip
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North 988.5 ft. to the middle of the creek; thence East in the bed"
of the creek at right angles 100 ft.; thence following the center of
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LEAK
DETECTION
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60 mil HDPE LINER
' ' ° - 10" WATER LINE
the bed of the creek in a southeasterly direction approximately 525
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5581.8 LINERS 2&3 BETWEENPIPE
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12"w 12"w 12" WATER LINE
ft.; thence South 666 ft. which is the approximate line of the creek,
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of of OVERHEAD ELECTRIC
to the South line of the NWl/4SE1/4; thence West 386 ft. to the
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x CHAIN LINK FENCE
place of beginning, containing approximately 9 acres, more or
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5581.8' 55$2
6560 MAJOR CONTOUR
less. Sec. 30: NE1/4, Lot 1, Lot 2:
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MINOR CONTOUR
Township 6 south Range 92 West of the 6th principal meridian
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POWER POLE
County of Garfield State of Colorado.
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5582
WATER VALVE
5581.9' 5581.9'
O TRUCK LOADING AND UNLOADING STATION
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.-INGRESS-EGRESS RUNG
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TYPICAL
® CONTROLLER CABINET
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5581.9' 5581.9'
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WASATCH BENCH POND
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5581.8'
CROSS SECTION
POLE
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QE ELECTRIC BOX
SOIL STOC E
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5581.9' 5582.0'
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5581.7'
BRYNILDSON, SCOTT W. & LINDA S.
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5581.6'
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CONSTRUCTION NOTES:
PARCEL# 2179-301-00-522
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5630
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DETECTION 3/8 GRAVEL581.7
PIPE (TYP.)
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1. THE WASATCH BENCH POND 25 FEET +/- DEEP
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5581.8. 5581.7 S C
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2. ALL SIDE SLOPES WITHIN THE POND ARE GRADED AT A 33% (3:1) SLOPE.
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3. THE WASATCH BENCH POND BASE CONSISTS OF NATURAL CLAY SOIL.
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4. THE POND SHAPE WAS CONSTRUCTED WITH STANDARD EARTHMOVING EQUIPMENT AND
COMPACTED WITH AN 84 INCH SMOOTH DRUM ROLLER.
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5. THE BASE LAYER OF CLAY WAS TOPPED WITH A LAYER OF GEO FABRIC
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(MIRIFI 140N).
FENCE
5' ION PRODUCTION
6.BETWEEN THE 60 MIL AND 80 MIL LINERS WERE PLACED 4" VENT PIPES ON 4 CORNERS OF POND.
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CHAIN
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SUPPLY AND
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RETURN LINES'
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7. COVERING 60 MIL LINER AND VENT PIPES IS AN 80 MIL LINER.
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5615
BOUNDARY
8. THE GEO FABRIC LAYER WAS TOPPED WITH A IMPERVIOUS 80 MIL LINER.
ft -56 PRODUCTION
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WATER
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9. COVERING THE 80 MIL LINER IS A GEO MAT LINER.
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, SUPPLY AND
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10. BETWEEN THE GEO MAT AND 80 MIL LINER ARE LEAK DETECTION PIPES. 6" PERFORATED PIPE
14'x 16'
862 ACCUMULAI o
® ® VALVE SETS
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COVERED WITH FABRIC. THE PIPE IS COVERED WITH 3/8" GRAVELT ± WIDE BY 12" DEEP± EXTENDING 38'±
BUILDING 11' x 15'
T
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FROM TOE OF POND LOCATED ON NORTH AND SOUTH SIDE OF POND.
BUILDING
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9'x 16'
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DING
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BUILDING
9. THE GEO MAT WAS TOPPED WITH AN 80 MIL FINISH LINER.
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12. COVERING THE TOP OF POND IS A BIRD NET.
EXISTING PRODUCED WATER
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AND CONDENSATE O
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SURVEY NOTES:
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OF 2 TANKS & LOAD
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1) THE DATE OF THIS SURVEY WAS MARCH 16 &JUNE 27, THROUGH AUGUST 10, 2011,
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Drawing Prepared By: O �� q %'
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AUGUST 9, 2013 & FEBRUARY 28, 2017.
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R RIVER VALLEY SURVEY INC. 2
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2) CONTOUR INTERVAL EQUALS I FOOT.
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1143
, 110 EAST 3RD STREET, STE 213 7�7 I C '
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RIFLE, COLORADO 81650 O� ;
3) ALL COORDINATES ARE BASED ON UNIVERSAL TRANSVERSE MERCATOR ZONE 13 NORTH (UTM 13N)
�S 14' ft
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(970) 625-1954
WITH NORTH AMERICAN DATUM 1983 (NAD 83)
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Scott Aibner, A Registered Land Surveyor in the State of Colorado, Do hereby Certify that this a O4a�184)
ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88)
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Site Plan Surve of Wasatch Bench Pond and that it re resents an actual surve made on the ound in
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accordance with the laws of the State of Colorado under my direct Supervision on March 2, 2017 in the State
5) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
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of Colorado.
6) THIS PROPERTY IS ZONED RURAL PER THE GARFIELD COUNTY ZONING MAP.
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Drawn By:
NO. Date Revision
By Project NO.
80
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OPERATING By:
Ursa
URSA
GARFIELD COUNTY, CO 60011
SURVEY CONTROL
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CO
COMPANY
25'
25'o' so,
PT# 366
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SEA
Wasatch Pond
NORTHING: 14361593.7640
EASTING: 8729.959DETAIL LATITUDE: 399 305 54.50
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Date:
R River Valley Survey, I11C.
03/02/17
Site Plan
GRAPHIC SCALE
LONGITUDE: 107° 41' 54.9"
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110 East 3rd. Street, Suite 213
lit= 50'
ELEVATION: 5629.81'
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(� Computer File:
Rifle, Colorado 81650
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Ph: 970-379-7846 Site Plan