2008-02-06_PERMIT FILE - M2007069 ‎(2)‎

• Permit No: M2007069
• IBM Index Class Name: PERMIT FILE
• Doc Date: 2/6/2008
• Doc Name: Third Adequacy Review- Response Docs. & Maps
• From: LJ Development, Inc.
• To: DRMS
• Email Name: DEG
• Media Type: D
• Archive: No

STATEMENT OF FACTS CONCERNING FILE NUMBER M-2007-069 ~ ~
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THE OPERATORI APPLICANT CENTENNIAL STATE PAVING INC. ~ J O
UNDERSTANDS THE FOLLOWING TO BE THE INTENT OF THE AFFECTED ~ N
LANDS DEPICTED ON THE MINING PLAN MAPANDTHE RECLAMATION pp Q
PLAN MAPS DATED AS REVISED January 28, 2008: ;~•~ • ~ ! N (~ N

THAT UNTILAN AGREEMENT WITH THE ROCKY F
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CANALCOMPANY AND CENTENNIAL STATE PAVING INC. IS REACHED ,
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WHICH WILL BE DETERMINED BY THE STABILITYANALYSIS STUDY ~
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DONE BYAGEOTECHNICAL ENGINEERING FIRMAND STAMPED BY ~; v~oPE~rro~~ •; ~ '~ ~
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A PROFESSIONAL ENGINEER. THE DISTANCE FROM THE NORTH BANK _`~~ °~'~s" ~~
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OF THE DITCH AND NOT INTERFERE WITH THE INTEGRITY OFTHE ~
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CANAL STRUCTURE. THE DISTANCE WILL MOST LIKELY BE REDUCED ~-. 9 „~, ~'"~ ~''
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FROM THE 200 FEET DOWNWARD TO A MORE REASONABLE DISTANCE.
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THE ROCKY FORD HIGH LINE CANAL COMPANY HAS DEEMED THE ~~~~~ ~
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oravcaara
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HAUL ROAD THAT ENCROACHES UPON THE 200 FEET SET BACK ~_ ~o~s ~~
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ACCEPTABLE. THE OPERATORACKNOWLEDGESTHATTHEAREATHAT -~ .1
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THE HAUL ROAD OCCUPIES IS AFFECTED LANDS AS DEFINED BY THE 1. ~, ~
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RULES AND REGULATION ENFORCED BY THE DIVISION OF RECLAMA770N, S ~ _
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MINING AND SAFELY. ~
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PROPERTY OF
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CHARLES H. ~DARO ,
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FIGURE 1 SHOWS THE LOCATIONS OF THE PROPOSED BORING AND THE ~' fr' ~
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LOCATION OF EACH HOLE. EACH BORING WILL WILL BE ADVANCED TO I ~ . ~~ - ~ _ . ~ ~ _, CHARLES H
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A MAXIMUM DEPTH OF APPROXIMATELY 50 FEET BELOW THE EXSISITNG ' ~•'~
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GROUND SURFACE. EACH BORING HOLE WILL BE CONVERTED INTO ~ ~~ • ~ ~ ~ ~ wq„~..,~ ~ ~ Z ~
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GROUND WATER MONITORING PIEZMETERS. GROUND WATER WILL BE ~,
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MEASURED AT EACH B
RING LO
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THEN PER THE DIVISION OF RECLAMATION, MINING AND SAFETY
REQIUREMENTS. ~~ ~ Q ~ Z
9~0 PROPOSED BORING ~ ~ ; J
THE DATA GATHERED DURING THIS EXERCISE WILL THEN BE USED TO NUMBER ~ LOCATION ~ W a
EVALUATE THE CRITICAL SECTIONS FOR SEEPAGE AND EMBANKMENT Q Q O C7
STABILITY. THE RESULTS WILL THEN INDICATE THE SECTIONS FOR ' ~ Z ~ Z
GLOBALE SLOPE STABILITY AND SAFETY. „~„o„~.~~,~„~~. Z J Z
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K L E I N F E L D E R PROPOSED BORING LOCATION PUN Flan W Z Z
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FIGURE 1 V ~ X
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