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P E
PICKETT
ENGINEERING, INC.
April 23, 2001
Clerk to the Board
Weld County Commissioner's Office
915 10th Street, 3'1 Floor
Greeley, Colorado 80631
RE: Application for a Mined Land Reclamation Permit
PEI No. 01-006
Dear Sir/Madam:
Enclosed herewith is a Technical Revision of the application for the S&H Mine to be operated by
Platte Sand& Gravel, LLC. This copy of the Technical Revision packet is being delivered to
you pursuant to Colorado Revised Statutes §34-32.5-112(9)(a), 1995 as amended.
This packet must be kept with the original book for public review until the permit has been
approved by the Division of Minerals and Geology, Department of Natural Resources. We will
contact you once it has been approved and make arrangements to pick up this copy.
If you have any questions, please contact me.
Sincerely,
PICKETr ENGINEERING, INC.
/ . (/1 / H k rt
Kris A. Pickett, P.E.
President
KAP/jz
cc: Sharyn Frazer, AgPro Environmental Services, Inc.
Fred Ginsburg, Attorney for Platte Sand & Gravel, LLC
Rocky Hoffschneider, Platte Sand & Gravel, LLC
Steve O'Brian, Environment, Inc.
Kim Ogle, Weld County Planning
Tom Sharkey, Platte Sand & Gravel, LLC
Weld County Attorney
(/ 808 8th Street -- Greeley, CO 80631
Phone (970) 356-6362 — Fax (970) 356-6486 aOO1- 3569
pt_159,5
• •
PE
PICKETT
ENGINEERING, INC.
April 20, 2001
Erica Crosby
Division of Minerals and Geology
Department of Natural Resources
1313 Sherman Street, Room 215
Denver, Colorado 80203
RE: Technical Revision to S&H Mine 112 Application
Platte Sand and Gravel,LLC
File No. M-2000-158
Response to Hydrologic Adequacy Review
PEI No. 01-006
Dear Ms. Crosby:
Enclosed is a response to the aforementioned adequacy review. The contents include a
flood mitigation plan. The map is color coded on an 11" x 17" size sheet and addresses
the location of sensitive areas with potential for excessive erosion during flooding events.
Cross-sectional views of the design of the protection of the mitigation measures, as well
as an itemized cost for installation are included. As well, a discussion of the schedule of
when these improvements would be installed is provided.
This information has been forwarded to the Clerk to the Board of Weld County Board of
County Commissioners. We will forward to you proof of submittal within the next three
days. If you have any questions,please do not hesitate to call me.
' Sincerely, -
PICKETT ENGINEERING, INC.
's A. ickett, P.E.
Presi ent
KAP/jz
enclosures
808 8th Street — Greeley, CO 80631
Phone (970) 356-6362 — Fax (970) 356-6486
• •
P E
PICKETT
ENGINEERING. INC.
April 20, 2001
Erica Crosby
Division of Minerals and Geology
Department of Natural Resources
1313 Sherman Street, Room 215
Denver, Colorado 80203
RE: TECHNICAL REVISION TO S&H MINE 112 APPLICATION
PLATTE SAND AND GRAVEL, LLC
FILE NO. M-2000-158
RESPONSE TO HYDROLOGICAL ADEQUACY REVIEW DATED
APRIL 18, 2001 FROM TOM SCBRELNER TO ERICA CROSBY
PEI No. 01-006
Dear Ms. Crosby:
Following the review of information provided by Pickett Engineering, Inc., relative to flood
' events and erosion potential for the proposed S&H mine, the Department of Minerals and
Geology has requested additional information. The packet of information contained herein is
intended to address the comments posed by the letter referred to above.
1. Enclosed is an 11" x 17"color coded map showing the locations of sensitive areas with
" potential for excessive erosion during flooding events and these areas are associated with
recommended mitigation measures,which are addressed within this packet.
2. We have provided cross-sectional designs for riprap protection, which will be the sole
method of mitigation used for this project. Upon further consideration of the proposed
mining activities and the mitigation procedures, it is my opinion that the use of equalization
pipes and spillways would not be the most effective means of protecting or stabilizing the
areas sensitive to excessive erosion during flooding events. Therefore, as the map indicates,
there are two types of areas of mitigation. The blue line, which follows the length of the
eastern bank of the South Platte River, is specified as "Riverbank Armor." The purpose of
this blue line is to indicate the full extent of the potential areas that could be armored by the
applicant. This armoring should only occur if the applicant is otherwise required to provide
this armoring due to any permit requirements or due to the applicants desire to minimize the
directional change of the river, which could possibly impact the applicant's ability to mine
their property. Therefore, it should be made clear that this armoring is optional unless it is
required by other agencies. The second type is indicated in green and for the most part is
808 8th Street — Greeley, CO 80631 •
Phone (970) 356-6362 — Fax (970) 356-6486
•
•
located along the western and southern edge of the proposed lakes. This slope protection
(riprap) is intended to be installed during mine operations only. The riprap protection would
be installed during the mining operation and it is intended that no more than 500 feet of
completed mined slope edge be allowed to remain unprotected at any one time. Once the
mine operations are complete and mitigation procedures begin, it is intended for this riprap
protection to remain in place as indicated on the enclosed cross-section titled"Lake Slope
Protection."
3. The cost of this mitigation is estimated below. It is estimated that the riverbank armor will
utilize approximately six tons of material per linear feet. We estimate the cost at S3 per ton
or S18 per linear foot. Again,this armoring is optional but if the entire length were armored
we estimated 20,000 linear feet or$360,000. Likewise the lake slope protection area is
estimated to require about 41/4 tons of material per linear foot. At S3 per ton this would cost
S13.50 per linear foot. We estimate currently that there is 22,000 linear feet of protection
required for a cost of$297,000. Both of these are total maximum project costs.
4. Describe when during the mining and reclamation sequence that this specified mitigation
procedures will be employed: As previously described, the riverbank armoring should be
applied, if the applicant desires to maintain the current location of the river and/or when
mining operations or other requirements of the applicant require that the applicant armor the
river. The lake slope protection will occur during mining operations. Once the mining
operations have reached the point of the extremity of the lake, in the area so highlighted on -
the enclosed map, these areas will be armored at that time. No more than 500 linear feet of -
bank will remain unprotected for a continuous operation. If mining operations cease along
the bank edge this protection should be placed within ninety days of cessation of mining
operations along the edge regardless of the length.
Please do not hesitate to contact me if you need further information.
Sincerely,
PICKKEET�T ENGINEERING, INC.
ickett, P.E.
/Presi ent
KAP/jz
cc: Clerk to the Board, Board of County Commissioners
Weld County Planning
Platte Sand and Gravel, LLC
Steve O'Brian, Environment, Inc.
LAKE SLOPE PROTECTION
NOT TO SCALE
41
MITIGATED SLOPE
WATER SURFACE 5 '
RIPRAP 1 10 '
MINIMUM d50 = 24 " 3
D = 1 . 5 d50 MIN . D=3 ' MIN
1
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1
RIVER BANK ARMOR
SOUTH PLATTE RIVER
NOT TO SCALE
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MAIN CHANNEL 10 ' MIN .
D=3 MIN
NORMAL WATER LEVEL
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RIPRAP (OR BROKEN CONCRETE)
MINIMUM d50 = 24 "
D = 1 . 5 d50 MIN .
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S & H MINE
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