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2009-07-23_REVISION - M2001023
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2009-07-23_REVISION - M2001023
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Last modified
6/15/2021 2:20:31 PM
Creation date
7/23/2009 10:16:13 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2001023
IBM Index Class Name
REVISION
Doc Date
7/23/2009
Doc Name
Response to adequacy letter dated 7/21/2009
From
Baseline Corporation
To
DRMS
Type & Sequence
AM1
Email Name
PSH
Media Type
D
Archive
No
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compensate for seedling failure. Based upon these estimates it is calculated that the total <br />revegetation costs for this site will be $ 8,630. <br />Based upon these estimates, it can be determined that the total direct reclamation costs for this <br />project will be approximately $ 468,980 <br />The estimated costs to dewater the proposed mine pits are based on the assumption that four <br />1,000 gallon per minute pumps will be needed to dewater the mine pit. The cost of these pumps <br />is estimated to equal $ 40,000. The operating cost of the pumps for electricity is estimated at $ <br />500 per month for a total cost of $ 12,000. The operator time to maintain the pumps is estimated <br />to equal $ 5,000 for a total cost of dewatering the mine pits of $ 57,000. <br />Indirect Reclamation Costs. The following indirect reclamation costs are calculated as required <br />by the CDMG bond calculations. <br />Contractors Overhead and Profit <br />Public Liability Insurance <br />Contractors Performance Bond <br />Contractors Profit <br />Total Construction Amount <br />3.00 % of direct costs $ 14,069 <br />0.9375 % of direct costs $ 4,397 <br />10.0 % of direct costs 46,898 <br />Subtotal $ 65,364 <br />CDMG Project Administration Expenses <br />TOTAL PERFORMANCE BOND AMOUNT <br />$534,344 <br />$106,857 <br />$641,201 <br />1?1 -)- & 10 / .1-0 ? <br />Post Mining Slopes. The approximate configuration of the post mining slopes for this site is <br />shown on the Camilletti Milner Pit # 2 - Reclamation Plan Map. Cross-sections of these <br />proposed reclamation slopes are shown on Reclamation Cross-Sections A-A', B-B' C-C' and D- <br />D' and these cross-sections also shown the approximate width of the proposed slopes associated <br />with each of the slope segments proposed for this operation. Examination of these cross-sectional <br />figures, reveals that the final slopes below the water level of the pond will be less than 3:1. The <br />slopes for the regraded portion of the final highwail will be equal to or less than 4:1 for a <br />distance of approximately 10.5 feet above the water level. All of this area will be reclaimed to an <br />upland seed mixture. The slopes in the immediate vicinity of the uppermost portion of the <br />proposed pond shoreline will average 6:1 for a distance of approximately 12 feet. The reclaimed <br />portion of the pond area corresponding to the immediate shoreline elevation will be reclaimed to <br />a slope of 10: for a distance of approximately 10 feet with this flat area correspond to the area <br />from the highest elevation of the pond to the proposed lowest elevation of the pond for a distance <br />of approximately 10 feet in width. This flatter portion of the reclaimed pond shoreline will be <br />revegetated with the proposed wetland seed mixture. <br />Power Line Corridor. As can be observed on the Camilletti Milner Pit # 2 - Reclamation Plan <br />Map, there is an electric transmission line which passes roughly in an east west orientation <br />through the center of the proposed mine area. The Applicant has been negotiating for nearly two
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