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2014-10-22_REVISION - M2010080 (7)
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2014-10-22_REVISION - M2010080 (7)
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Entry Properties
Last modified
6/15/2021 6:00:23 PM
Creation date
10/29/2014 3:00:42 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2010080
IBM Index Class Name
Revision
Doc Date
10/22/2014
Doc Name
Ex.C Mining Plan Map and Ex. E Reclamation Plan Map.
From
Riverside Aggregates
To
DRMS
Type & Sequence
CN1
Email Name
AME
Media Type
M
Archive
No
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\\ BOUNDARY MARKERS AT EACH CORNER AND EXHIBIT C <br /> MINING PLAN MAP <br /> AT INTERVALS AND WIRE FENCE ON THE MAN-MADE STRUCTURE: <br /> � NORTH,WEST, , EAST AND SOUTH �/ <br /> BOUNDARIES SHALL BE PLACED TO ENSURE SCALE : I "� 00' WIRE FENCE - ►I <br /> \ \ ALL OFFSITE AREAS WILL NOT BE DISTURBED <br /> BY MINING OPERATIONS <br /> \ 1098' <br /> \\ NEW 112 PERMIT BOUNDARY <br /> 19 ACRES MIL <br /> \ N DIRECTION OF DIRECTION OF DIRECTION OF <br /> \\ O MINERAL MINERAL MINERAL DIRECTION OF <br /> 01 EXTRACTION EXTRACTION EXTRACTION MINERAL <br /> \ EXTRACTION <br /> \\ — MATERIAL CRUSHING AND <br /> �\\ POPOSED RAW - SCREENING <br /> MATERIAL STOCKPILE <br /> V _ <br /> - - - - <br /> \ l i1 I I III III1 I L:_ <br /> -III III —III PROPOSED <br /> I I f III-III III I I LI 1I- <br /> \ TOPSOIL <br /> 1 III 1 — STOCKPILE W <br /> II III-III- — <br /> \\ APPROXIMATE CENTER OF <br /> MINING LOCATION <br /> —III III—III III L N 38-07-54.43' <br /> W 102-44-6.32' L <br /> 111=III III III III II <br /> f-III III III111.I _I � � n � <br /> PROPOSED PRODUCT m �' � -0 <br /> STOCKPILES I < �1 C R1 <br /> N <br /> r" D <br /> III=1 -1 ;w i- y O <br /> �� III-1I I I III-III III1 I m <br /> \ II-III=III <br /> CD � <br /> -III- N Z <br /> \ CW PORTABLE FRIEDERICHS PIT 112 <br /> TOILET <br /> \\ OFFICE \ - <br /> ENTRY/EXIT <br /> IN <br /> 604' <br /> \\\\ 0)EXISTING — -.-% <br /> 1 100' 0 100, 1 200' 2 300' 3 ACCESS ROAD O <br /> IFGROUNDWATER IS EXPOSED DURING MINING \ <br /> OPERATIONS EVERY EFFORT WILL BE MADE TO STOP FLOW \� <br /> AND MITIGATE ANY FUTURE GROUNDWATER SEEP. <br /> NO EXPLOSIVES WILL BE USED DURING THE MINING \ EXISTING <br /> OPERATION. STONEY POINT FRIEDERICHS <br /> EXISTING WHILE EXCAVATING-A# LATERAL DITCH PROPERTY LINE <br /> IGHWALL WILL BE CREATED. THE <br /> WALL WILL BE APPROXIMATELY40'-0" HIGH, AT 1:1 SLOPE, �\ <br /> IRRIGATED FARM AND POTENTIALL DEEPER TO EXTRACT MATERIAL, AND <br /> APPROXIMATELY1100'-0" IN LENGTH ALONG THE NORTH ' <br /> LAND BOUNDARY AT ANY GIVEN TIME DURING THE MINING oxt�'a , R <br /> OPERATION. DEEPER CUTS SHALL BE BACKILLED TO EN <br /> PERMIT DEPTHS WITH-IN 60 DAYS OF EXCVATION. LEGAL RI"ENTER <br /> N 38-07-45.25' ��- <br /> W 102-43-58.64' j- <br /> EXHIBIT E IN <br /> RECLAMATION PLAN MAP <br /> SCALE: 1 " = 100' _ 0" <br /> EXISTING ELEVATION EXISTING ELEVATION <br /> l <br /> EXISTING ELEVATION <br /> EXISTING ELEVATION <br /> A <br /> " TOPSOIL AND GRASS SEED O <br /> �0 <br /> m �a0 <br /> PTO m <br /> 7� y <br /> 1 <br /> <OQ� G) <br /> \ m <br /> \ 6" TOPSOIL AND GRASS SEED G <br /> \\ EXISTING ELEVATION z <br /> NOTE: <br /> THE SEED BED WILL BE PREPARED FOR <br /> SEEDING BY TILLING THE TOP SOIL, RE- <br /> COMPACTING THE SEED BED, AND <br /> PLANTING A WESTERN WHEATGRASS, BLUE <br /> GAMMA, INDIAN RYEGRASS,LITTLE <br /> BLUESTREAM AND SIDEOATS GAMMA. <br /> RIVERSIDE AGGREGATES, LLC PLANS TO 6" TOPSOIL AND GRASS SEED <br /> APPLY 4"TO 8" OF TOPSOIL TO THE SITE <br /> AND ESTIMATES APPROXIMATELY 20,440 3dOIS b Ol V <br /> C.Y. OF TOPSOIL IS NEEDED TO RECLAIM <br /> THE19 MIL ACRES OF LAND. THE ESTIMATED <br /> COST FOR MATERIAL IS $20,440.00. COST TO ti <br /> PREPARE THE SEED BED AND PLANT ARE <br /> ESTIMATED TO BE $16,570.00. eSTIMATED <br /> TOTAL COST FOR RELAMATION IS Ix <br /> APPROXIMATELY$2000.00 PER ACRE OR <br /> APPROXIMATELY$38,000.00 <br /> THE TOTAL ESTIMATED VOLUME USED TO \ <br /> BACKFILL THE PIT FOR RECLAMATION IS <br /> BASED ON A PROPOSED SLOPE EQUAL TO <br /> 4:1 BEGINNING AT THE NORTH BOUNDARY tiF�yA <br /> OF THE MINING AREA AND SLOPING TO THE <br /> EXISTING ELEVATION AT THE \\ �r9Rj7 \ m <br /> SOUTHWESTERN BOUNDARY. IT IS q�'R@O y <br /> ESTIMATED THAT THE MAXIMUM LENGTH OF <br /> SLOPE ANGLE OF THE HIGHWALL WILL BE <br /> 40'TO 50'AT ANY GIVEN TIME DURING THE <br /> MINING OPERATION. \ m <br /> D <br /> 0 <br /> O <br /> 1 100, 0 100, 1 200' 2 300' 3 \ EXISTING ELEVATION Z <br /> (n ~ DRAWINGS PROVIDED BY: PROJECT DESCRIPTION: <br /> O SHEET TITLE: NO. DESCRIPTION BY DATE <br /> " <br /> Art By Design CAD, LLC FRIEDERICHS PIT 112 <br /> n D <br /> -rni o m N r" EXHIBIT C MINING PLAN <br /> O 1251 County Road LL EXHIBIT F RECLAMATION PLAN <br /> Wiley, $1092 798294484 - Riverside Aggregates, LLC <br /> _ 1982 , <br />
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