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2020-11-19_PERMIT FILE - C1980007 (3)
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2020-11-19_PERMIT FILE - C1980007 (3)
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Last modified
12/28/2024 5:42:56 AM
Creation date
12/8/2020 7:57:49 AM
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DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
11/19/2020
Doc Name
South Prong Restoration Plan
Section_Exhibit Name
Exhibit 80 TR-148 South Prong Restoration Plan
Media Type
D
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No
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S (DUTH PRC3NC; STREAM RESTC3RATIC3N <br /> PLAN <br /> MC:) UNTAIN COAL COMPANY LLC WEST ELK MINE <br /> GENERAL NOTES PROJECT LOCATION CONTACTS <br /> OWNER: <br /> MOUNTAIN COAL COMPANY, LLC CONTACT: KATHY WELT <br /> 1. THE SOUTH PRONG STREAM RESTORATION PLAN PROVIDES INFORMATION REGARDING THE APPROACH TO RESTORE THE STREAM WEST ELK MINE 970-929-2238 (OFFICE) <br /> CORRIDOR OF SOUTH PRONG CREEK AND THE NORTH FORK OF SOUTH PRONG CREEK TO ITS HISTORICAL CONDITION, PRIOR TO THE SUBSIDENCE WITHIN 5174 HIGHWAY 133 <br /> THE PROJECT AREA. THE PLAN INCLUDES TYPICAL STREAM DIMENSION, ALIGNMENT, PROFILE, SUBSTRATE MATERIAL, AND REVEGETATION PLAN TO SOMERSET, CO 81434 JESSICA WILCZEK, P.E. <br /> RE-ESTABLISH BOTH SOUTH PRONG AND THE NORTH FORK OF SOUTH PRONG CREEK TO THEIR NATURAL STATE. THE RESTORATION PLAN HAS BEEN 970-929-2308 (OFFICE) <br /> DEVELOPED FROM THE UNDISTURBED AND STABLE UP-AND DOWNSTREAM REACHES FROM THE PROJECT AREA. THE PLAN WILL TIE INTO THE STABLE AND <br /> UNDISTURBED STREAM UP-AND DOWNSTREAM OF THE PROJECT. ENGINEER: <br /> WRIGHT WATER ENGINEERS, INC. CONTACT: DRAKE LUDWIG, P.E. <br /> 2. CONSTRUCTION OF THE STREAM RESTORATION PLAN SHALL BE DONE ONLY IN THE PRESENCE OF THE ENGINEER. THE PLAN PROVIDES THE Somerse-, 818 COLORADO AVENUE 970-945-7755 (OFFICE)SUITE 307 <br /> OVERALL RESTORATION APPROACH, HOWEVER SOME 'FIELD FITTING' IS EXPECTED TO BE REQUIRED TO MAINTAIN CONTINUITY BETWEEN THE REACHES UP - GLENWOOD SPRINGS, CO 81602 <br /> AND DOWNSTREAM OF THE PROJECT AREA. THE CONTRACTOR IS REQUIRED TO HAVE A SET OF THESE PLANS ON-SITE AT ALL TIMES. <br /> 3. HYDROLOGIC DATA USED TO INFORM THE STREAM RESTORATION DESIGN HAD BEEN COLLECTED FROM A NEARBY GAGE STATION ALONG <br /> SOUTH PRONG CREEK. THIS GAGE COLLECTED SEASONAL RUNOFF DATA FROM 2018 TO 2020. THIS DATA, IN CONJUNCTION WITH FIELD SURVEY AND <br /> HYDRAULIC COMPUTATIONS, WAS USED TO DEVELOP THE DESIGN LOW FLOW AND BANKFULL FLOW RATES, 1 CFS AND 13 CFS FOR SOUTH PRONG CREEK, SHEET INDEX <br /> AND 0.5 CFS AND 3 CFS FOR THE NORTH FORK OF SOUTH PRONG CREEK, RESPECTIVELY. <br /> 4. A GEOMORPHIC ASSESSMENT OF THE UP-AND DOWNSTREAM REACHES WAS COMPLETED. THE REACH OF SOUTH PRONG CREEK UPSTREAM _ TS01 TITLE SHEET <br /> OF THE PROJECT AREA WAS FOUND TO BE CONTROLLED BY BEDROCK AND THEREFORE THE DOWNSTREAM REACH DIMENSION WAS USED IN DEVELOPING <br /> THE RESTORATION PLAN. THE REACH OF SOUTH PRONG CREEK DOWNSTREAM OF THE PROJECT AREA WAS FOUND TO BE MODERATELY ENTRENCHED, PROJECT HZ01 HORIZONTAL CONTROL AND GRADING PLAN <br /> HAVE A RELATIVELY STEEP SLOPE, AND CONSIST PREDOMINANTLY OF GRAVEL SUBSTRATE WITH SOME INTERMITTENT LARGER MATERIAL. THESE STREAM LOCATION PP01 SOUTH PRONG CREEK PLAN & PROFILE <br /> CHARACTERISTICS ARE CONSISTENT WITH THOSE OF A ROSGEN TYPE B4 STREAM TYPE. THE CHANNEL DIMENSION AND LAYOUT SHOWN IN THIS PLAN IS <br /> REPRESENTATIVE OF THIS STREAM TYPE AND HAS BEEN DEVELOPED FROM SURVEYED DATA OF THE DOWNSTREAM REACH. PP02 NORTH FORK OF SOUTH PRONG CREEK PLAN & PROFILE <br /> 5. THE PLAN INCLUDES REVEGETATION OF THE STREAM BANKS AND THE UPLAND AREAS WITHIN THE LIMITS OF DISTURBANCE TO DT01 TYPICAL SECTION <br /> RE-ESTABLISH THE HISTORICAL SITE CONDITIONS AND PROVIDE ECOLOGICAL BENEFIT. _. DT02 SECTION DIMENSIONS <br /> 6. THE PROJECT AREA IS CONTAINED ENTIRELY ON THE PROPERTY OWNED BY MOUNTAIN COAL COMPANY, LLC. �\ MAP SOURCE: BING MAPS, 2020 DT03 REVEGETATION DETAILS <br /> 10000 0 10000 20000 FT ©2020 TOMTOM ©2020 HERE <br /> 7. THE WEST ELK MINE WILL OBTAIN ALL REQUIRED PERMITS FOR THIS WORK. NORTH <br /> 8. THE EXISTING TOPOGRAPHIC SURVEY INCLUDED IN THIS RESTORATION PLAN WAS PROVIDED BY AECOM (TEL. 970-384-4731) ON OCTOBER 23, <br /> 2020. THE EXISTING TOPOGRAPHY REFLECTS THE CONDITION OF THE SITE AFTER THE SUBSIDENCE AREA HAD BEEN FILLED. CONTACT THE SURVEYOR <br /> FOR PROJECT BENCHMARK AND BASIS OF BEARINGS. <br /> w <br /> w <br /> U) <br /> w <br /> J <br /> C� <br /> / <br /> W <br /> W <br /> W <br /> S <br /> N <br /> _I <br /> O <br /> Q <br /> U <br /> N <br /> / <br /> N <br /> M <br /> O <br /> CALL COLORADO <br /> 00 <br /> 1-1 <br /> W <br /> 811 <br /> 3: OR CALL UTILITY NOTIFICATION <br /> c� <br /> CENTER OF COLORADO <br /> 1 -800-922-1987 <br /> CALL 3-BUSINESS DAYS IN ADVANCE <br /> r? BEFORE YOU DIG, GRADE, OR EXCAVATE <br /> _o FOR THE MARKING OF UNDERGROUND <br /> MEMBER UTILITIES <br /> 0 <br /> 0 <br /> N <br /> o COMMENTS DATE JOB NO. <br /> N N0. BY DATE DESCRIPTION DESIGN DTL 10/28/20 SOUTH PRONG STREAM RESTORA T/ON PLAN 831-032.921 <br /> WRIGHT WATER ENGINEERS, INC. ---- DETAIL DTL 10/28/20 REVISION NO. <br /> 2490 W. 26TH AVE. SUITE 100A __ - ---- ---- CHECK SIDS 10/28/20 <br /> E "A&f DENVER CO 80211 __ APPROVAL ---- <br /> (303)480-1700 FAX(303)480-1020 -- ---- ---- ---- SCALE SHOWN TITLE SHEET <br /> SHEET NO. <br /> -- <br /> o __ ---- TS.dwg TS01 <br /> 0 <br />
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