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WELD COUNTY ROAD 43 PID 080321000049 PROP ASPHALT DRIVEWAY
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SOILS SUMMARY: DRAINAGE NARRATIVE: N
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THE SOILS WITHIN THE SITE ARE CLASSIFIED AS FOLLOWS. THIS INFORMATION IS AS PER NRCS EXISTING DRAINAGE WITHIN THE USR PROJECT SITE GENERALLY FLOWS TOWARDS THE EAST, ULTIMATELY M
DATA: FLOWING INTO SAND CREEK. EXISTING SLOPES RANGE FROM 0.5% TO 1 .0% EXISTING LAND USE IS 0
CULTIVATED FARMLAND. 0 O
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Dwellings and Small Commercial Buildings-Weld County, Colorado, Southern Part PROPOSED IMPROVEMENTS CONSIST OF GRAVEL (CDOT ABC CLASS 3 OR EQUIVALENT) FOR PARKING AREA, O 5 I—
a AND RECYCLED ASPHALT FOR THE DRIVEWAY ENTRANCE OFF WCR 66. NO IMPERVIOUS SURFACES ARE
Map symbol and soil Pct. of Dwellings without basements Dwellings with basements Small commercial buildings Z LU m O
M PROPOSED WITH THIS USR. —
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unit Rating class and Value Rating class and Value Rating class and Value STORMWATER QUALITY MANAGEMENT WILL BE PROVIDED WITH A STORMWATER QUALITY DEPRESSION , AT Z J
limiting features limiting features limiting features THE LOCATION SHOWN , CONSTRUCTED AS PER WELD COUNTY STANDARDS. O Q X U
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1—Altvan loam, 0 to 1
3 percent slopes THE PROPOSED SITE SHALL BE GRADED SUCH THAT DRAINAGE FROM THE PROPOSED IMPROVEMENTS
N FLOWS TOWARD AND INTO THE STORMWATER QUALITY DEPRESSION. 0— w < Z
c' AINan 90 Not limited Not limited Not limited Z N O
22—Dacono clay THE PROPOSED SITE IS LOCATED ENTIRELY OUTSIDE THE 100-YEAR FLOODPLAIN, AS IDENTIFIED ON FEMA U
loam, 1 to 3 percent MAP PANEL 0802660627C, DATED SEPTEMBER 28, 1982. W - C
O slopes COm Q
Dacono 85 Somewhat limited Somewhat limited Somewhat limited Q w , w
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Shrink-swell 0.31 Shrink-swell 0.01 Shrink-swell 0.31 Q J
41—Nunn clay loam, 0 cc
to 1 percent slopes O
Nunn 85 Somewhat limited Somewhat limited Somewhat limited U
Shrink-swell 0.77 Shrink-swell 0.41 Shrink-swell 0.77 LLI
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