2009-04-15_REPORT - M1999021

• Permit No: M1999021
• IBM Index Class Name: REPORT
• Doc Date: 4/15/2009
• Doc Name: Annual Fee/Report/Map
• From: Aggregate Industries-WCR, Inc.
• To: DRMS
• Permit Index Doc Type: Annual Fee/Report
• Email Name: MAC
• Media Type: D
• Archive: No

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T? 6' PERFORATED PIPE
PROPERTY LINE) ?Q f ( `I ptt OF GREELEY 6" SOUO SLURRY Il
EMS PIPE W? 600' RE iA CE AREA (TRENCH TO BE SAND AND GRAVEL)
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LEGEND: NOTES:
AS-BUILT SLURRY WALL '
ALIGNMENT I, SLURRY WALL ALIGNMENT PROVIDED BY PETER EPP AND ASSOCIATES AS
PROPERTY BOUNDARY APPROVED BY CAMAS COLORADO.
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2. RECLAMATION PLAN BASEMAP AND INITIAL DESIGN k ENGINEERING, WITH Aggregate Industries-WCR, Inc,
EXISTING WATER LINE CONTOURS PROVIDED BY BANKS k GESSO, LLC.
RIP-W BU (/LrY 5039 ?_ EXISTING TREES NORTH 3- LOCATIONS OF PHYSICAL FEATURES AND STRUCTURES ARE APPROXIMATE AND y Permit No. M-1999-02I
I? LINED 14 SHOULD BE FIELD VERIFIED.
`-' -- EXISTING CONTOUR
Stegner Farms
4. PERIMETER DRAIN PIPE ALIGNMENT AND ELEVATIONS PROVIDED BY BANKS AND
2' -5038 PROPOSED CONTOUR GESSO AND DIRT DOCTORS
17 5011 PROPOSED TOP OF POND D sD 100 Annual Report Map
PROPOSED PIPE NOTE: Year Ended March 6, 2009
ELEVATIONS AT INVERT
TYPICAL SPILL CHANNEL DETAIL 5027
SCALE: I"=100' RESERVOIR DRAIN PIPE AND SPILLWAY SWALE SYSTEM
NOT TO scALE 10' PVC RESERVOIR CONTOUR INTERVAL = 1' ENGINEERED BY BANKS AND GESSO, LLC. PLAN HAS TITS
DRAINAGE PIPE BEEN REVISED TO RELECT CONVERSATIONS WITH
- PERFORATED PIPE DESIGN ENGINEER AND LANDOWNER TO RESPOND TO