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2020-03-05_PERMIT FILE - M2020018 (4)
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2020-03-05_PERMIT FILE - M2020018 (4)
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Last modified
12/11/2024 8:37:35 AM
Creation date
3/5/2020 12:34:29 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2020018
IBM Index Class Name
Permit File
Doc Date
3/5/2020
Doc Name Note
Map G-2 Stormwater Map
Doc Name
Application
From
Rincon Partners, LLC
To
DRMS
Email Name
SJM
THM
Media Type
M
Archive
No
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C HANNEL DESIGN DETAILS (FROM MINING OPS APP 1) LEGEND <br /> 0.6 ft. Min. Depth BOUNDARIES <br /> Federally administered area <br /> BUILDINGS AND RELATED STRUCTURES <br /> 3 3 Building <br /> Channel G1 1.0 ft. <br /> BASELINE CONTOURS <br /> Trapezoidal Channel <br /> Index -528G�` <br /> Equal Side Slopes <br /> YOST DITCH <br /> Approximate of indefinite <br /> Channel Lining: 9 inch (D50)Rock Rip-Rap <br /> Intermediate <br /> 0.6 ft. Min. Depth Approximate of indefinite <br /> '16.685.6 /G2 <br /> Supplementary <br /> LAND SURVEYS <br /> 3 3t <br /> Public Land Survey System <br /> Range or Township line <br /> Channel G2 <br /> Range or Township labels R1 E T2N <br /> 1.0 ft. <br /> 4� Trapezoidal Channel <br /> Section line <br /> Equal Side Slopes <br /> Section nu mbers 1-36 <br /> Channel Lining: 9 inch (D50) Rock Rip-Rap <br /> Mining claim or property boundary <br /> 0.6 ft. M F. <br /> i n. Depth M i n i n g cla i m o r p ro pe rty mo In u ment <br /> oe\\ <br /> ROADS AND RELATED FEATURES <br /> j <br /> �10 <br /> Highway <br /> Light duty road, paved <br /> 3 3f <br /> J4 <br /> Light duty road, gravel <br /> Channel F1 <br /> CA, Unimproved road ------------------------- <br /> 5.0 ft. <br /> Trapezoidal Channel <br /> ------------------------- <br /> Equal Side Slopes <br /> I+ <br /> Channel Lining: 9 inch (D50)Rock Rip-Rap failroa <br /> 46.278.8 d <br /> rail <br /> 0.7 ft. M <br /> in. Depth <br /> RIVERS, LAKES, SHORELINES, AND CANALS <br /> Perennial stream/ditch <br /> ------------- <br /> o, <br /> Perennial river <br /> 4 4 k, <br /> 2 3 3f <br /> I ntermittent stream/ditch <br /> ChannelH <br /> �il 4k, <br /> 41/,,/"/ <br /> 10.0 ft. <br /> Trapezoidal Channel <br /> Perennial lake/pond <br /> Equal Side Slopes <br /> �or <br /> t <br /> Channel Lining: Vegetated Swale <br /> Intermittent lake/pond <br /> 40;e Is 4 t <br /> ---------- <br /> Dry lake/pond <br /> 7W <br /> Drainage Basin <br /> Drainage Direction <br /> --———————-- <br /> Flood Plain <br /> "0 Culvert C-B <br /> q -T <br /> JJ, <br /> _J 7, <br /> VEGETATION <br /> H <br /> Riparian/Irrigated <br /> CHANNEL G STEEP <br /> �A 11.6 49 <br /> DRAINAGE BASIN <br /> Rangeland <br /> G1 <br /> 0.9 49 <br /> �X, <br /> MINING FEATURES <br /> Permit Boundary <br /> Drainage Basin Labels <br /> 15.2 49 asin <br /> B <br /> sti nation <br /> RECONSTRUCTED CHANNEL G <br /> Basin <br /> SEE APP 1 OF THE MINING OPS PLAN <br /> X <br /> FOR DESIGN <br /> (int, CHANNEL H BROAD SWALE RUNNING 46.278.8 <br /> N RTH OF THE RECONSTRUCTED CHANNEL G <br /> o <br /> I OF THE MINING OPS PLAN FOR DESIGN <br /> Area Composite <br /> PP <br /> S E EEA nH <br /> G2 <br /> r Curve Number <br /> tG1 <br /> �Ip <br /> 3.1 49 t <br /> POST-RECLAMATION CONTOURS <br /> Index <br /> Supplementary <br /> t f <br /> �711 <br /> (7, <br /> RECONSTRUCTED CHANNEL G2 <br /> SEE APP 1 OF THE MINING OPS PLA <br /> N <br /> FOR DESIG <br /> 12 <br /> RECONSTRUCTED CHANNEL F1 <br /> 3 <br /> SEE APP 1 OF THE MINING OPS PLAN <br /> f <br /> FOR DESIGN <br /> .0 84.8 <br /> F1 <br /> Al� <br /> J <br /> it i <br /> t <br /> lk <br /> X <br /> 7N ] <br /> SEE DRAINAGE BASINS DETAIL FOR COMPLETE MAP OF THIS BASI <br /> 5r_ <br /> OPP- <br /> F <br /> .9 <br /> 99.477 <br /> 7 2 <br /> A <br /> Z <br /> 0(;Yo <br /> A,1 <br /> -SkL <br /> ":1V <br /> Nq <br /> F <br /> L <br /> --------------- <br /> BLM SIG <br /> A <br /> A, a <br /> 2 <br /> J <br /> 16.6 <br /> CO RIVER ROAD <br /> IL <br /> 46.278.8 F <br /> 7.) <br /> 99.477.9 <br /> 400 <br /> door <br /> 40 Z" <br /> 3 <br /> 8.0 84. <br /> 164 0, <br /> &AFFECTED AF <br /> RMIT <br /> 106.7 ACRES <br /> 60 <br /> Z. <br /> 000) <br /> "A <br /> 00 <br /> 1000, 2000' <br /> _X, <br /> DRAINAGE BASINS <br /> '%I <br /> /77 <br /> Map G-2 Stormwater Map - Re <br /> clamation <br /> Rincon Materials ------ <br /> Rincon Partners, LLC <br /> A <br /> DRMS Permit Number: ---- <br /> Mine Entry Location: Latitude: 39.64947 Longitude: -107.05589 IN <br /> J <br /> State: CO <br /> County: Eagle Nearest Town: Gypsum <br /> now <br /> Section: 32 Township: 4S Range: 86W PM:6th <br /> Major Watershed: Colorado River <br /> 0 200 400 �,V <br /> Map Scale: 1":200' <br /> Map Georeferencing Information: Datum: NAD83 Projection: CO Central <br /> Survey Source: Eagle County Survey Date: 2013 <br /> Imagery Source: Google <br /> Imagery Date: 2013 <br /> Drawn by: GLA Date: 01/021/20 <br /> Checked by: GLA <br /> Date: 01/02120 <br /> Approved by: GLA Date: 01/021/20 <br /> ILI <br /> File Name: EAWork\Dropbox(GLA)\Coyote Pit\AutoCAD\Rincon Materials 200106.dwg <br /> 40 <br /> 004-f15J1 <br /> (.-�,'Irea Lewicki And Associates <br /> 70NAL <br /> 1375 W Powers Circle, Phone (303)-346-5196 <br /> ,16.685.6, <br /> X <br /> 61 <br /> Littleton, CO 80123 E-Mail - info@lewicki.biz <br />
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