HomeMy WebLinkAbout20050290.tiff En Banks and Gesso, LLC 720 Kipling St.,Suite117
■■ Lakewood, Colorado 80215
(303) 274-4277
F Fax (303) 274-8329
www.banksandgesso.com
November 19, 2004
VIA FAX AND U.S. MAIL
Weld County Planning Department
GREELEY OFFICE
Kim Ogle NOV 2 3 2004
Weld County Department of Planning Services RECEIVE®
918 10th Street
Greeley, Colorado 80631
Subject: Proof of Notification; AmUSR-1255 —An Amendment to a Site
Specific Development Plan and a Special Review Permit for a Mineral
Resource Development Facility, including open pit mining and
materials processing; including Asphalt and Concrete Batch Plants,
in the A (Agricultural) Zone District of the 6th P.M., Weld County,
Colorado
Dear Mr. Ogle:
Attached please find copies of the certified mail receipts for the notices sent out to
several mineral estate owners of the subject property. A sample letter is also enclosed.
Please let me know if you have any questions.
Sincerely,
YV), ti2e.e�vl. tte-ae ---"za
Maureen Jacoby QQ
Project Manager
Attachments: Certified Mail Receipts
Sample Letter
Cc: Lynn Mayer, L.G. Everist, Inc.
. EXHIBIT
I
2005-0290 RMUSC `aSS
November 16, 2004
Mr. Murray J. Herring
TOP Operating Company
10881 Asbury Ave., Suite 230
Lakewood, CO 80227
RE: 30 Day Notification of Public Hearing
AmUSR-1255, Fort Lupton Sand and Gravel Mine, L.G. Everist, Inc.
Dear Mr. Herring:
Our client, L.G. Everist, Inc., has submitted an application to Weld County for the
Amendment of Site Specific Development Plan and Special Review Permit #1255 for a
Mineral Resource Development Facility, including open pit mining and material
processing in Weld County, Colorado.
A search of public records revealed your name as an owner of mineral rights on property
described as the N '/2 of the NW 1/4 and the SW ' of the NE ' of Section 30, Township 2
North, Range 66 West and the E ''A of the NE '/a of Section 25, Township 2 North, Range
67 West, 6` P.M., Weld County, Colorado (see attached Vicinity Map).
The State requires us to notify mineral interest holders of any public hearing 30 days
prior to the hearing. The hearing will be held by the Weld County Planning Commission
on December 21, 2004 at 1:30 P.M. in the Hearing Room, South Weld County Planning
Department, 4209 CR 24 '/, Longmont, Colorado.
Please inform any minority mineral interest holders of this meeting, and feel free to have
them contact me with any questions.
If you would like more information, please call me at the above number or Lynn Mayer of
L.G. Everist at 303-286-2247.
Sincerely,
Banks and Gesso, LLC
Maureen Jacoby
Project Manager
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12/20/04 17:39 FAX 3032891348 L G EVERIST z002/003
L.G. EVERIST, INC. MOUNTAIN DIVISION OFFICE
FAA
T,yl 7321 E.88TH AVENUE•SUITE 200
^t,&� iya HENDERSON,COLORADO 80340
Rock Solid Since 1876 303-287-9x06
FAX 303.289.1348
dba Andesite Rock Company
FVT.r CORPORATE OFFICE
500 S.PHILLIPS AVE.•SUITE 200
P.O.BOX 5829
SIOUX FALLS,SD 57117-5829 '
PHONE 605-334-5000 ...
FAX 605-334-3656
December 17, 2004 I
Mr. Ross Bachofer
11566 Weld County Road 18
Fort Lupton, CO 80621 '
RE: L. G. Everist, Inc.'s Fort Lupton Sand and Gravel Mine
Colorado DMG Permit#M-1999-120,Weld County Permit#USR-1255
Dear Mr. Bachofer:
Thanks to you and Mike for taking the time to meet with Maureen Jacoby of Banks and Gesso and me to
discuss our mine permit amendment application and your concerns. I apologize for not getting back to
you sooner.
First, we would like to address your concern with the amendment to our Colorado Division of Minerals and
Geology permit-
The concern directed toward the state permit was in regards to your well located on your property in the
SW Y.of the NE' of Section 30,Township 2 North, Range 66, in Weld County. This property and well,
which we saw when we met with you, is on the east side of the South Platte River, on the opposite side of
the River from our operation. Just to let you know, we were unable to find any listing of this well in the
Colorado State Engineer's permitted well records.
You mentioned in your letter and when we met, that you are worried about drawdown to and
contamination of your well by L. G. Everist, Inc.'s sand and gravel operation. We have since confirmed
with a hydrologist what we explained in person-that the South Platte River acts as a barrier and that our
operation will not affect groundwater levels on the opposite side of the River. The South Platte River is a
perennial stream which flows through a fairly extensive alluvial deposit. Any drawdown of groundwater
on the west side of the River would be replenished by the River, so there would be no impacts on
groundwater level or groundwater quality on the east side of the River. The phenomenon of a river as a
continuous boundary preventing effects from translating across it has been observed and is a widely
accepted concept. Therefore, with this in mind, we do not see how our operation could affect your well,
so if we were to monitor your well, as requested, the monitoring would show effects from sources on the
east side of the River, rather than from our operation.
Although you mentioned that you are not concerned about the wells you have on property located more
than 1,000 feet to the west of amendment area, we would like to inform you that we are preparing a
Groundwater Monitoring and Mitigation Plan for our Colorado Division of Minerals and Geology permit
Second, we would like to address your concerns with the amendment to our Weld County permit:
One concern is your well, which we have just addressed above.
Another concern mentioned in your letter was regarding asphalt plants. Our current permits include sand
and gravel mining and processing, and concrete and asphalt batch plants. All asphalt plants in Colorado
are regulated by the Colorado Department of Public Health and Environments Air Pollution Control
Division, and are required to have air pollution control devices known as baghouses. These baghouses
are designed to contain the majority of emissions of air pollutants from asphalt plants, including much the
odor that these plants used to emit years ago. If, however, sometime in the future, you do notice an
LM/FL-Bachofer-1 21704.doc EXHIBIT
n1 #'—
12/20/04 17: 39 FAX 3032891348 L G EVERIST Z003/003
RE: L. G. Everist, Inc.'s Fort Lupton Sand and Gravel Mine
Colorado DMG Permit# M-1999-120, Weld County Permit# USR-1255
unpleasant odor from an asphalt plant located on our site, please let us know right away and we will take
immediate steps to resolve the issue.
Another concern mentioned in your letter was regarding noise associated with a gravel operation. The
processing plant was running the day we met and we could not hear it. Just to let you know, the
processing plant will moved to the north and/or south-west as mining progresses, but never closer to your
property on the other side of the River. We did faintly hear the back-up alarm on the front-end loader
while we were there. Unfortunately, we can not disengage any alarms for you. Back-up alarms are
company policy and are required by the federal agency in charge of mine safety, known as MSHA, for the
safety of mine employees and anyone else working near heavy mobile equipment. We can tell you that
our operating hours are restricted by Weld County, with mining operations being allowed from Sam to
8pm, Monday through Saturday.
Another concern mentioned in your letter was regarding whether the area was agricultural or residential
and how concrete and asphalt operations fit into this zoning. The land included in the amendment area
and the original permit area is zoned agricultural. Mining operations, and concrete and asphalt plants,
are acceptable within agriculturally-zoned districts with a Weld County Use-by-Special-Review permit.
This permit amendment is for a land-area expansion of our current Use-by-Special-Review permit.
In your letter, you state that gravel, asphalt, and concrete truck traffic will increase. Actually, this
amendment to our permit is just an expansion of an existing permit that allows sand and gravel mining, a
concrete plant, and an asphalt plant. We are just increasing the acreage to be permitted and mined. We
are not asking for an increase in production or truck traffic above what we already have permitted.
Finally, you mentioned that you feel that our operation negatively affects your quality of life and property
value. It is the policy of L. G. Everist, Inc. to operate in a manner that is as unobtrusive as possible to our
neighbors while still enabling us to provide sand and gravel products to our customers and to compete in
our industry. We do not believe that mining operations are detrimental to surrounding property values,
and therefore cannot compensate for perceived devaluation.
As mentioned earlier, if, sometime in the future, you have any specific issues with our operation that we
are able to control or mitigate, please contact us so that we may discuss potential solutions and resolve
any issues. My direct line is 303-286-2247.
Sincerely,
Zat
Lynn Maye , Regulatory Manager
cc: Kate Pickford, Colorado Division of Minerals and Geology
Kim Ogle, Weld County Planning
Dennis Fields, Vice President L.G. Everist
Maureen Jacoby, Banks and Gesso
LM/FL-Bachofer-121704.doo 2
1)(fir), MEMORANDUM
WIlDTO� Planning Commission -
COLORADO. DATE: January 4, 2005
FROM: Kim Ogle, Planning Manager
SUBJECT: AmUSR-1255, L.G. Everist, Inc.
Ft. Lupton Sand & Gravel Mine
do Maureen Jacoby, Banks & Gesso LLC,
The Amended Site Specific Development Plan and Special Review Permit for Mineral Resource
Development facilities; including open pit mining and materials processing; including a Concrete
and Asphalt Batch Plant in the A (Agricultural) Zone District had several conditions to be met
prior to scheduling the Board of County Commissioners hearing. The applicant has submitted
the appropriate documentation to address:
1. Prior to scheduling the Board of County Commissioners hearing:
A. Section 22-5-100.A of the Weld County Code states "oil and gas exploration and
production should occur in a manner which minimizes the impact to agricultural uses
and the environment and reduces the conflicts between mineral development and
current and future surface uses." Section 22-5-100.A.1 of the Weld County Code
states "...encourage cooperation, coordination and communication between the
surface owner and the mineral owner/operators of either the surface or the mineral
estate." Finally, Section 22-5-100.A.2 of the Weld County Code states "new
development should be planned to take into account current and future oil and gas
drilling activity to the extent oil and gas development can reasonably be anticipated."
Tetra Tech RMC, submitted a Slope Stability Analysis to address the
accommodation of oil and gas operations and other appurtenances. The
engineering study discusses the element of stability of the mining operation. This
information indicated that mining could take place up 80 feet from structures
including oil and gas facilities without endangering the stability of those structures.
The applicant shall either submit a copy of an agreement with the property's mineral
owner/operators stipulating that the oil and gas activities have been adequately
incorporated into the design of the site or show evidence that an adequate attempt
has been made to mitigate the concerns of the mineral owner/operators. The plat
shall be amended to include any possible future drilling sites.
The applicant has submitted signed agreements with TOP, Kerr-McGee and Lupton Bottom
Ditch to satisfy Condition 1.A.
The Department of Planning Services moves to strike this requirement as the condition has
been met.
EXHIBIT
G
'hi . f " �
Page 1 of 1
Kim Ogle
From: Maureen Jacoby [mjacoby@banksandgesso.comj
,t: Thursday, December 23, 2004 9:34 AM
To: Kim Ogle
Cc: Mayer, Lynn
Subject: AmUSR-1255 LG Everist, Inc --
Hi Kim,
We appreciate your recommendation for approval of this project! In reviewing your staff comments, I noted that you are missing
the oil and gas agreements that were submitted with the amendment application. Please find the TOP, Kerr-McGee and Lupton
Bottom Ditch agreements attached, to satisfy condition A for scheduling a BOCC hearing. Lynn will be sending you and Char
evidence of an adequate permanent water supply shortly also (to satisfy condition B).
I will also send you a new copy of the entire application package, since it appears you are missing some of the appendices. I am
also sending the certificates of conveyance to Esther Gesick- she should receive them early next week. Happy Holidays! Thanks,
Maureen Jacoby
BANKS AND GESSO, LLC
720 Kipling Street, Suite 117
Lakewood, CO 80215
(303) 274-4277 office
(303)274-8329 fax
(303) 868-1963 cell
EXHIBIT
1
12/27/2004
Weld Count i,
CR" cif'F
'W
IAN
11566 WCR 18
Fort Lupton, CO 80621 [� E C E I V L)
January 15, 2005 E�
Lynn Mayer
Regulatory Manager
L. G. Everist Inc.
7321 E. 88`h Avenue, Suite 200
Henderson, CO 80640
Re: L. G. Everist, Inc.'s Fort Lupton Sand and Gravel Mine
Colorado DMG Permit# M-1999-120, Weld County Permit# USR-1255
Dear Ms. Mayer:
Thank you for getting back with me to address my concerns in your letter dated
December 17, 2004.
I have had the opportunity to review the material you left with me and that you have sent
me since. I have also reviewed what is on record with Weld County regarding your
amendment to your permit.
First, I would like to make a correction from your letter to me. You stated that I am not
concerned about the water wells I have on property located more than 1,000 feet to the
west of your amendment area. This is not correct. I am in fact concerned about not only
the well east of the river, but also about the wells to the west of your proposed new
boundary.
I have reviewed the report from Wright Water Engineers dated January 3, 2005 for your
DMG permit. The groundwater data presented is all gathered after L. G. Everist had
already installed a slurry wall in the existing permitted area. I have seen no baseline data
from before the slurry wall was constructed and therefore have a hard time drawing the
same conclusions as expressed in the report. Further,there should be baseline data from
monitoring wells 15 and 16 from before they were damaged during the construction of
the slurry wall. 1 believe this baseline data is crucial in understanding the impact of the
existing slurry wall on the groundwater flows and levels. I also believe this
understanding needs to be obtained before allowing more slurry wall construction or
determining trigger points. It is for this same reason that the computer models of future
slurry walls' impact on groundwater does not seem reliable. It would take baseline data
from before any slurry walls were constructed to accurately model groundwater effects.
Again, what has been used for the existing model is data gathered after a slurry wall was
already in place.
My concern about the odors from an asphalt batch plant still stands. You state that the
baghouses are designed to contain the majority of emissions of air pollutants from asphalt
plants. I would agree that they are designed to contain the majority of particulate
emissions. I would not agree that they are designed to contain the odors. In addition, I
know that baghouses have failed bags or socks from time to time. How does L. G.
EXHIBIT
M #1 t
Everist monitor its baghouses to ensure they are working as designed? What is the
typical life of a sock? How often are all of the socks changed? Is there some set interval
or is it done only after multiple failures are observed?
My noise concern still stands as well. I will not argue the point that we could not hear the
plant on the day we met. I will however explain why. As you know it was a little windy
on the day we met. We had to put weights on the maps to keep them from flying off the
hood of my truck. The wind muffled the noise that day, yet even with the wind and all of
the trees between us and the plant we could still hear back-up alarms. You might well
imagine that on a still day, the noise can be much worse. I am aware of the noise levels
that must be complied with per 25-12-103 C.R.S. Industrial: 80db(A) between 7am and
7pm and 75db(A) between 7pm and 7am at 25 feet from the property line These are nice
limits, but who monitors to see if they are being complied with. The county might have
the resources to spot check it every now and then, but who monitors it on a regular basis?
These measurements are also to be taken when the wind velocity is less than 5 m.p.h.
I concur that gravel pits are allowed in agricultural zoned areas with a Use-by-Special-
Review permit
I agree that the truck traffic will not increase, but the increase of 162 trips per day that
has already taken place will continue for a much longer period. Instead of the traffic
dropping off at the end of the existing mine's depletion, it will continue to as late as the
year 2030.
I stand by my statement that I feel this operation has and will continue to negatively
affect my quality of life and property values. The Division of Wildlife has recommended
a 200-300' setback from the cottonwood riparian tree line at the river because of the use
of this corridor by the wildlife in the area. The wildlife in the area adds to my quality of
life and my property value. The permit is requesting a 200' setback from the river bank
instead of from the tree line.
Respectfully,
Ross Bachofer
Cc: Kate Pickford, Colorado Division of Minerals and Geology
Kim Ogle, Weld County Planning
PLANNING COMMISSIONERS' SIGN POSTING CERTIFICATE
THE LAST DAY TO POST THE SIGN IS DECEMBER 11, 2004 THE SIGN SHALL BE
POSTED ADJACENT TO AND VISIBLE FROM A PUBLICALLY MAINTAINED ROAD RIGHT-
OF-WAY. IN THE EVENT THE PROPERTY BEING CONSIDERED FOR A SPECIAL REVIEW
IS NOT ADJACENT TO A PUBLICALLY MAINTAINED ROAD RIGHT-OF-WAY, THE
DEPARTMENT OF PLANNING SERVICES SHALL POST ONE SIGN IN THE MOST
PROMINENT PLACE ON THE PROPERTY AND POST A SECOND SIGN AT THE POINT AT
WHICH THE DRIVEWAY (ACCESS DRIVE) INTERSECTS A PUBLICALLY MAINTAINED
ROAD RIGHT-OF-WAY.
I, KIM OGLE, HEREBY CERTIFY UNDER PENALTIES OF PERJURY THAT THE SIGN WAS
POSTED ON THE PROPERTY AT LEAST TEN DAYS BEFORE THE PLANNING
COMMISSIONERS HEARING FOR THE AMENDED SITE SPECIFIC DEVELOPMENT PLAN
AND SPECIAL REVIEW PERMIT FOR MINERAL RESOURCE DEVELOPMENT FACILITIES;
INCLUDING OPEN PIT MINING AND MATERIALS PROCESSING; INCLUDING A
CONCRETE AND ASPHALT BATCH PLANT IN THE A (AGRICULTURAL) ZONE DISTRICT
KIM OGLE
Name of Person Posting Sign
Signaturet4 erson Posting Sign
STATE OF COLORADO
) ss.
COUNTY OF WELD
/9111 ,
The foregoing instrument was subscribed and sworn to me this day of t , 2004.
WITNESS my hand and official seal.
Lutic
oN tay Public
My Commission Expires: /
EXHIBIT
1
u *1255
U1/12/uo 1d:u7 FAA, 3032891348 L G EVERIST 002/005
L.G. V T4 ��� INC.
MOUNTAIN DIVISION OFFICE
j�l 7321 E.NTH AVENUE•SUITE 200
11V C. ��„'-, y' HENDERSON,COLORADO 80840
303-287.9606
Rock Solid Since 1876 $ FAX 303289-1348
dba Andesite Rock Company M' CORPORATE OFFICE
' ' ,._.,.,,,• 300 S.PHILLIPS AVE.•SUITE 200
P.O.BOX 5829
SIOUX FALLS,SD 57117-5829
PHONE 605-3345000
FAX 605-334-3658
January 12, 2005
Char Davis
Weld County Department of Public Health & Environment
1555 North 17th Avenue
Greeley, CO 80631
Via Facsimile: (970) 304-6411
RE: L. G. Everist, Inc.'s Fort Lupton Sand and Gravel Mine, AmUSR-1255,
Evidence of an adequate permanent water supply
Dear Char:
We respectfully submit this information to show"Evidence of an adequate permanent water supply,"
which is needed to satisfy the following, from the Staff Administrative Review of AmUSR-1255:
The Department of Planning Services staff recommendation for approval is conditional upon the following:
1. Prior to scheduling the Board of County Commissioners hearing:
B. Environmental Health Services...applicant shall provide evidence of an adequate permanent water
supply to the Dept of Public Health and Environment and Dept. of Planning Services.
L. G. Everist, Inc. (LGE) does have a permanent water supply on site in the form of two water wells.
LGE has a well which has been permitted for commercial use, Permit 57957F. We use this well for our
overall operation, and the augmentation of this well is covered by a Substitute Water Supply Plan (SSP).
A copy of the SSP approval letter is in Appendix B of the USR application.
We have another well on site for which we recently applied for a Change of Use. This well is currently
permitted under Permit 80437. Enclosed please find a copy of the paperwork submitted for the Change
of Use, including: the General Purpose Water Well Permit Application, the Commercial Drinking and
Sanitary Well Worksheet, and a site map. This well was used historically as a source of water for the
migrant farmhouses when this property was being farmed. When we receive the new/changed permit for
this well from the State Engineer, we can send a copy to you, if you would like one for your records.
With both of these wells being permitted for commercial use, we feel this information provides evidence of
an adequate permanent water supply, and meets the sanitary and drinking needs of employees and
visitors. Please let us know if you agree that this is adequate evidence. Thank you.
And of course, if you have any questions, or require additional information, please contact me by phone
at 303-286-2247 or by email at lemayer@lgeverist.com.
Sinc rely,-
Mayer—
Regulatory
anager EXHIBIT
cc: Maureen Jacoby, Banks and Gesso I K'
-\mUSIZi1255
LM/F L-permwatedoWeldCoCDavis-011205.doc
u1/1.Z/us lb:u7 FAA 3032891348 L G EVERI ST Cj003/005
_
COLORADO DIVISION OF WATER RESOURCES Office Use Only Form GWS45(102064)
Ill DEPARTMENT or NATURAL RESOURCES
M 1313 SHERMAN ST.,R 818,DENVER,CO 80203
phone—info:(303)866-3587 main:(303)8663581
ix:(303)866.3589 httpJhvww.water.Statc.cO.us •
GENERAL PURPOSE
Water Well Permit Application •
Review instructions on reverse side prior to completing form.
The form must be completed in black or blue ink or typed-
1.Applicant Information _6. Use Of Well (check applicable boxes)
' JJ'' 1. Attach a detailed description of uses applied for.
L. Q- � k t ST1 INC• ❑Industrial 0 Other(describe)_
Maaig agar=
73Z I E Ave v,lY ❑Municipal
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Telephone ,
� � ) 26lar�2V er 7.Well Data(proposed)
m
M w Anna amount*
2.Type Of Application(ch p feeble boxes
am**tan
IS 9pm /eSg 4 ,ki acre-feet
❑Construct new well use .ring wag Tura,dept Awake
❑Replace existing well ,erg or increase tae 0 feet
❑Change source(aquifer) Reapplication(expired permit) 8 Land On Which Ground Water Will Be Used
❑ahel: A Legal Description fly be protease ea an etadvnwu
3.Refer To((iii applicable)
� / 0-3 4 •
Wei pewit* evsoes( wmwa cces Smge. �
oe;gn tedSa:mD eemill,mlmu '!W5 nano ore
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4.Location Of Proposed Well (If used for cop litigation,attach a scaled map that than;ahead area.)
County Id (ScT' B. sages C. Oster„�e ma Nit) „a h0 -i tt%Ati �i� sit Ke a3'
Setlion TO0 2 Pen
Berge El Pr
incipal MCIpd Mmtda,
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•
16..4/01) `t ROm 4 t❑S 250D Fts,a'❑E w 9. Proposed Well Driller License#(optional):
For.yJ�dmad Wells orgy--dlganco and d4oman Wm old we tanereeb
feet direction 10.Signature Of Applicant(s)Or Authorized Agent
c The making of false statements herein constkutes perjury h the second
we(amain rraar he eppunable)
degree,which is punishable as a class 1 misdemeanor pursuant to C.RS.
244-104(13)(a). I have read the statements herein,knee the contents
Optional; GPS well bailor hibernation in UTM format thereof and state that they are true to my knowledge.
You must check GPS Link for required settings se moan: Sign here ust rnaisiyaW.) Date
Format must be UTM - - _� • /2/36/61
Zone my bet] ]gyp �rs� A,� ,�/� �r/�-��)I ,--r�p��) Q screw mug ho Meters Northing2.
I /r//V /viA�"�., ,cV.V�rTu VL7 to�(/`,
Datum must be NADea
we rust be gat to true norm Office Use Only
was GPS um chocked roramw7 ❑YES Rmreorber to set Datum to NADas USGS reap name DYeR nap no. Sedate rev.
5.Parcel On Which Well Will Be Located
A Legal Description(mtbo wovidad as an atmdenting: Receipt area only
NVO kt S&v4Ta .- <3C
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uL12/0b 18:07 FAA 3032881348 _L G EVERIST Z0o4/005
Colorado Division of Water Resources Application Receipt No.
1313 Sherman St.Rm.815
Denver,CO 80203 - Applicant's Name:
1303)866-3581
_. http://waterstate-co.u.-/default.htm
COMMERCIAL DRINKING ANDSANITARY WELL WORKSHEET
Name and Type.of Business `i- . Q. £IJcC) l Arc, —&11-4) -6 riweA
1. Is this application for a new well?
Yes
Y No If no, is this application for a change of use for an existing ell? 2-'7
/\ AI_Yes Permit Number of well (if applicable) 8p�3 /
_No For wells used for drinking and sanitary purposes prior to May 8, 1972, a field
inspection of the well to verify -historic uses is required. See form GWS-12
Registration of Existing Well for further information.
2. Is another source of water available to the property? wat district or another well)_Yes If yes, indicate what this other Source is S 7757- r (name of water district or well permit number)
No
3. Type of disposal system:
X. Septic tank/absorption leach field
_ Central System (district name:)
Vault(location sewage hauled to:)
Other(attach copy of engineering design(
4. Water Demand Calculations (for average factors for water demand see below)
Employees
Number of X Number of Gallons X Number of Days = Gallons per Year
Employees per Employee per Day Employee Works per Year
/ -to Z X X 300 = 9Sbo +.9000 A
Customers
I Number of X Number of Gallons X Number of Days Business = Gallons per Year
Customers per Day per Customer is Open per Year
iJ 4A _X X t) B
Other Uses (Note: No uses outside of the building would be permitted for these types of wells?
Type of Use X Gallons per Use per X Days per Year = Gallons per Year
Day
N X X O c
Total amount of water required:
Gallons per Year
(A+B+C)
= ISooto gf
For wells used for commercial drinking and sanitary purposes on and after May 8, 1972, the total water demand cannot exceed
108,600 gallons(1/3 of an acre-foot)per year.
For wells used for commercial drinking and sanitary purposes prior to May 8, 1972,the total water demand cannot exceed
325,900 gallons 11 acre-foot) per year.
General Guidelines focWater Demand in Canons per Day
Oay Workers at Offices-15 gallons/person/day
Food Service Establishments With toilet and kitchen wastes)-10 gallons/patron/day
Churches(does not include food service)-5 gallons/SeaUday
Overnight Lodging-50 gallons/customer/day
On-Site Proprietor of Overnight Lodging(i.e.on-site owner of a Bed 6 Breakfast)-8D gallons/person/day
Additional water demand figures may be obtained from a private water consultant or from a technical reference on this subject. GWS•57
11/99
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4 Banks & Gesso Exhibit B
720 Kipling, Suite 117 Index Ma
Lakewood, CO 80215 L.G.Everist,Inc.
Fort Lupton Sand tt Gravel Mine
12/19/99 99024
I
01/Z4/u5 18:01 FAX 3032891348 L G EVERI ST 002
JAN-14-06 13:02 FROM-Colorado Division of Minerals & Geology +13038663567 T-605 P.001/004 F-053
STATE OF COLORADO
DIVISION OF MINERALS AND GEOLOGY
Department of Natural Resources
l3l 3 Sherman St., Room 215 COLORADO
Denver,Colorado 80203 D t v I s LON OF
Phone: (303)866-3567 M I N RA LS
S
FAX:1202)a32-at06
GEOLOGY
REC LA MAT I ON'M IN I NG
January 14,2005 snr Err-SC icNCE
Paul Gesso Sill Owr-r.�.
Banks and Gesso,LLC
cevurner
720 ICipling St.,Suite 117 R ==cl a Dire
Lakewood,CO 80215 Executive Director
Ronald W.Caitanv
Division Director
RE: L.G. Everist, Inc, File No. M-1999-120
Natural ftcourcc Tru tee
Fort Lupton Sand and Gravel Mine'.I 2c Amendment(AM-0 I)Application, Second Adequacy Review
Dear Mr.Gesso,
Listed below are the second adequacy review comments for the Fort Lupton Sand and Gravel Mine 112(c) Amendment(AM-
01) Application. File No. M-1999-120. The Division of Minerals and Geology ("Division") is required to make a
recommendation no later than January 21, 2005,therefore, your response to the following adequacy review concerns should
be submitted to the Division as soon as possible.
Rule 6.4.5 Exhibit F- Reclamation Plan
1. The first adequacy review requested the Applicant to state how much mulch per acre will be applied should mulch be
required for revegetation. The Applicant responded with, "The applicant has found through years of reclamation
experience at various sites throughout Colorado that mulching is not always needed to prompts healthy seed growth.
Mulch will be used if necessary." Based on the possibility that mulch may be needed for reclamation, the Division must
assume that mulch will be used in the calculation for the bond amount for the site. In order to accurately estimate the
cost for mulch, the Division must know the proposed application rate for the mulch, and, ideally, the type of mulch
proposed for use. Please Indicate how much, mulch per acre would be applied, should mulch be required for
revcgetatinn,and what typo of mulch would be used_
2. The Natural Resources Conservation Service(NRCS) commented on the plan at the site on November 18,2004, The
Division asked that the Applicant address the issues raised in the NRCS letter. The NRCS requested that the Operator
maintain slopes of 4H:l V or less on the stockpiled topsoil. The Division agrees with the Applicant's commitment to
maintain slopes of 3H:1 V or 2H:1 V as long as the stockpiles are stable in this configuration. The Construction Materials
Rules and Regulations do not require slopes of 4H:IV or less on topsoil stockpiles. The Division further agrees with the
Applicant's commitment to implement slopes of 3H:1 V for the sides of the water storage reservoir, as long as this is a
stable configuration, rather that the NRCS proposed slopes of 4H:t V or 5i-1:IV V so that the water storage reservoirs are
conducive to use by wildlife. The proposed post-mined land use is for water storage reservoirs and not for wildlife
habitat Therefore the Operator is required to conform to the rules and regulations specifying parameters For water
storage reservoirs and not for wildlife habitat. The Division also agrees that the approved seed mix, formerly suggested
by the NRCS, and approved with the initial application, is acceptable for reclamation of the site. The Division agrees
with the NRCS that some form of effective weed management must be implemented at the site, The Division will
express its concerns related to the NRCS comment regarding impacts to surface and subsurface water in the Water
information comments.
Rule 6.4.7 Exhibit G - Water Information
33_ The Applicant has committed to installation of slurry wails in each phase prior to mining below the water table. Please
submit geologic information regarding the bedrock in the area to assure that the installation of slurry walls will result in a
relatively water-tight vessel.and that there are no geologic features,such as faults,that would prevent the desired result.
•
Office of Office of
Mined Land Reclamation Colorado
Active and inactive Mines Geological Survey
0i/24/uo 18:u1 FAX 3032891348 L G EVERI ST Z003
JAN-14-05 13:02 FROM-Colorado Division of Minerals & Geology +13038663567 T-605 P.002/004 F-053
4. The Division requested that the Applicant explain any mitigation measures to be implemented if trigger points are met.
The WWE report indicates what mitigation measures should and could be taken, but does not commit the Operator to
implement any single one or combination of these measures. Please commit to what measures win be taken should the
trigger points be reached
5. The Applicant has proposed to provide the baseline groundwater data to the Division via a Technical Revision. between
the time that the slurry wall is installed and before mining commences below the water table. The Operator and
Applicant should be aware that the slurry wall is the feature that may disrupt the groundwater Mgime, and not mining
below the water table inside the slurry wall. Therefore, one year's worth of groundwater data must be acquired and
submitted to the Division for review,prior to installation of the slurry wall.
6, In a letter from the Operator dated January 7.2005,the Operator has proposed to"continue to collect data for at least 12
months, or until just prior to the start of disturbance in amendment area-and the final pre-mining baseline averages will
time be calculated from all data collected" To clarify,the Division is in agreement with the WWE report, which states.
"It is recommended that LGE continue to measure groundwater in the existing monitoring wells...throughout the life of
the existing mine. Groundwater should also be monitored throughout the life of the expansion area_.."
7. The January 7's letter also states,"...we propose that a change in the preliminary and then final baseline average monthly
groundwater level In she vicinity of the amendment area of greater than 5 feet,and documentation of a complaint caused
by this change,would trigger an investigation to confirm that L,G.Everist, Inc.(LGE)was responsible for the lowering
of groundwater,.. Further, if there is a complaint prior to reaching the 5 foot trigger, h would be investigated to
determine its causes, and it'it is found that that LGE operations are responsible,then LGE would work with the affected
party to implement measures agreed CO in order to resolve the complaint, We are basing our proposed trigger point on
the preliminary pre-mining baseline average data, which has shown natural fluctuations of groundwater levels of 3 feet.
With this natural fluctuation, the trigger of 5 feet is actually reduced to 2 feet of change, an amount noted as acceptable
to DMG" The Division does not agree with the 5-foot:trigger point proposed by the Operator. This trigger is based on
an average water level and does not account for seasonal fluctuations in groundwater. The Division has approved plans
that set a trigger point of a 2 fbot drop in the seasonal water level,but not based on an average groundwater level,plus nn
additional 2 foot drop. As mentioned under item 8 in this letter,a drop of 5 feet in groundwater levels during irrigation
season has a much higher potential for negatively impacting well production and subirrigation than would a two loot
drop during the seasonal groundwater highs. The Division does agree with the Operator's proposal to investigate any
complaint received,regardless of the change in groundwater elevation.
8. The Division requested that the Applicant describe how the shadow effect will impact, among other things, the activities,
which rely on groundwater in the vicinity of the site; vegetation on or near the Si!; including the cottonwood trees in the
riparian area near the South Platte River; anti the wetlands located on the site. The information contained in the WWE
report raises concerns with the Division regarding these issues. The WWE report indicates that the expected shadow
cffet.t north of WCR 18 is as great as four to five feet lower than current levels, versus the current shadow effect of the
existing slurry wall in this area of I foot lower or less. In that a nursery is known to operate in this area,and no specifics
have been submitted to the Division with regard to this operation and its reliance on subirrigation and its well, the
Division needs further information regarding the potential impacts to the nursery operation. The well belonging to the
nursery is projected to experience a 16 percent reduction in the saturated thickness in and around the well. The report
projects that this degree of reduction may fall within the natural range of groundwater fluctuations,and therefore,should
have impacts too small to impact yields from the well.The Division does not agree with the conclusion contained in the
WWE report without quantified evidence_ Although the 16 percem reduction may fall within the seasonal fluctuations of
the groundwater level in this well,the user is more likely to rely on greater amounts of water coincident to the growing
season,and therefore,the irrigation season and higher groundwater levels, Although the well may have as much as a 16
percent reduction in the saturated thickness during non-irrigation periods, the user will likely not be pumping large
amounts from the well at this time. If the user did attempt to extract the same amount of water as during the irrigation
season, when the water levels were lower, the well may not produce the needed quantities of water. The Division
requires more quantified data regarding this well and the owner's reliance on subirrigation to assure that the user will not
be negatively impacted by the operation.
9. The Division expressed concerns in the first adequacy review that there may be effects on the amount of water conveyed
in the irrigation structures that arc located among and adjacent to the proposed phases. As the Division stated, if these
structures leak and the groundwater level around the structures is lowered as a result of mining activities there is likely to
2
ur/L4/uo 16: u4 r4,_spizualaas L G EVERI ST fii004
JAN-14-05 13;02 FROM-Colorado Division of MInerals & Geology +13038663567 T-605 P.003/004 F-053
be a greater loss in the amount of water conveyed in these ditches. The Applicant states that the operation should have
no significant impacts to the amount of water contained in these structures. According to the WWE report, however.the
model used to predict impacts to groundwater due to the presence of shiny walls, does not include recharge to
groundwater from Little Dry Creek and irrigation ditches, and that these will lessen impacts to groundwater_ The report
further states, "Recharge from the East Lateral of the Lupton Bottoms Ditch, in particular, will maintain groundwater
levels north of the expansion?' Please specify whether the Operator hes an agreement with the owner of the Lupton
Bottoms Ditch to deplete the amount of water carried in the ditch,or whether the Operator plans to mitigate the losses in
some manner. Also specify how the operator will monitor these potential losses of surface water in this ditch.
Alternatively the Applicant can propose measures to lessen impacts to groundwater in this area, thus reducing the
likelihood that additional water will leak from the ditch,
10_ The WWE report indicates that groundwater mounding will occur west of the pit The report predicts that Little Dry
Creek should be able to convey any additional water due to mounding without effects on the channel Please submit
quantified data regarding the expected amounts of water and rate of inflows into Little Dry Creek and engineering
specifications for Little Dry Creek supporting the statement that the creek should be capable of handling the ir.creased
flow.
11. The WWE report addresses questions regarding the wetlands and states that no expected negative impacts will occur to
the wetlands. Based on information contained in the report, however, it appears that the wetland adjacent to Little Dry
Creek may be at risk of flooding to the extent that current vegetation may be negatively impacted. Please submit a
proposal for reduction of the motmding effect in that area of the site, or a monitoring and mitigation plan for the
vegetation in that location to preserve the current condition of the wetland.
12. According to the WWE report, the two wetlands located immediately east of CR 25 are projected to experience
groundwater level drops of up to three feet below the wetland. The report states that this should have no impact on these
wetlands due to being supplied by surface water. Please submit a proposal for reduction of the shadow effect in this area
of the site, or a monitoring and mitigation plan for the vegetation in this location to preserve the current condition of the
wetland.
13. The WWE report states, "One area of cottonwood forest exists in the projected groundwater shadow (Drawing 5).
Groundwater is shown to be lowered 2 to 2.5 feet in this area The^rove contains a low to moderate density of mature
trees. No young cottonwoods or wetlands exist, so the roots for the trees tap into deeper groundwater. The grove is
immediately adjacent to the river. Groundwater levels beneath the grove may be supported by the river. For these
reasons,it is believed that the projected shadow will nor negatively affect this cottonwood grove." The Division refers to
the publication Responses of Riparian Cottonwood to Alluvial Water Table Declines, Michael L. Scott, Patrick B_
Shafroth, and Gregor T. Augle,United States Geological Survey,Midcontinent Ecological science Center, Fort Collins,
CO. This document, based on a study conducted in the Front Range area, concludes that a rapid drop of groundwater
levels by approximately one meter will result in an 82 percent mortality rate in a stand of Cottonwood trees, including
mature trees. In that this paper is based on a single study, and the drop was one meter, it does not determine whether a
drop of one half to one foot less will have the same impacts. The Division's opinion, however, is that the proposed
shadow effect has the potential to negatively impact the stand of cottonwoods located north of the site along the Seuth
Platte River. These trees are located off site,and, therefore, if the trees were impacted. this would be construed as off
site damage. Please submit a plan to minimize impacts to the hydrologic balance in the vicinity of the cottonwood trees
adjacent to the site.
14, The Division of Wildlife has expressed concerns related to the stand of cottonwoods located on the site itself As will be
addressed under the Wildlife (DOW) section of this letter, the Division agrees with the Operator's commitment to a
setback of 200 feet from the Platte River. The Division's opinion, however, is that the Operator and DOW have an
understanding that one reason for the setback is to maintain the riparian habitat for wintering raptors. Although the
projected change in groundwater levels in the vicinity of the preserved cottonwoods is one foot, the accuracy of this
projection should be monitored prior to. during. and after the installation of the slurry wall to assure that the cottonwoods
will not be negatively impacted in this area, and that the desired habitat will be preserved. Please submit a monitoring
plan for the cottonwoods located within the permit area adjacent to the South Platte River.
15. 1t is the Division's opinion that although the installation of slurry walls will dieetically reduce the impacts to the
hydrologic balance, relative to the initial proposal by the Applicant to dry mine some phases without slurry walls. the
impacts presented in the WWE report still project potentially detrimental effects to surface water, groundwater and
3
vi/Laiuo 1o:u4 me aua28a1a4a L G EVERI ST Z005
JAN-14-05 13:03 PROM-Colorado Division of Minerals & Geology +13036663567 1-605 P.004/004 P-053
groundwater users in the vicinity of the site. It does not appear that the Applicant has proposed any measures to
minimize these impacts other than to state that mitigation measures will be implemented if a complaint is received and a
truer point is reached_ The Division's opinion is that the predicted mounding and shadow effects resulting from the
presence of the slurry walls pose a number of problems stemming from impacts to the hydrologic balance. The
Division's opinion is that other measures can be incorporated into the plan that will minimize impacts to the hydrologic
balance related to the presence of the slurry walls, for example, installation of a French drain.
Rule 6.4.8 Exhibit H-Wildlife Information
16. The Division of Wildlife (DOW) commented on the site in a letter to the Division dated November 28, 2004. The
Division agrees with the Applicant's commitmtnit to maintain setbacks of 200 feet from the river as opposed to the
suggested setback, by DOW, of 200 feet from the existing tree line. The Construction Rules and Regulations do not
require a setback from existing trees on the site.
Rule 6.4.12 Exhibit L-Reclamation Costs
17. The Division accepts the Applicants proposal to bond in phases For the site and that a Technical Revision will be
submitted prior to the commencement of each phase indicating the engineering specifications for each slurry wall, or a
submittal of 100%bond for each slurry wall.
Because an objection was filed, this matter must be set for a hearing before the Mined Land Reclamation Board, The
tentative date for the hearing is February 15 and 16, 2005. However,the Division will need to make a recommendation by
January 21,2005. Please be advised that the L.G. Event Fort Lupton Sand and Gravel Mine 112(c)Amendment(AM-01)
Application may be deemed inadequate,and the application may be denied on January 21. 2005 unless the above mentioned
adequacy review items are addressed to the satisfaction of the Division in a timely manner allowing for adequate time to
review the responses. If you feel more time is needed to complete your reply, the Division can grant an extension to the
recommendation date. This will be done upon receipt of a written waiver of your right to a recommendation by January 21,
2005, and request for additional time. This must be received no later than the deadline date. Also be aware that the
responses to the adequacy questions raisers in this review may result in further comments by the Division, which may require
an additional response from the Applicant.
If you have any questions,please do not hesitate to call me at(303)866-4935.
Sincerely,
Kate Pickford
Environmental Protection Specialist
cc: Carl Mount;DMO
Lynn Mayer, L.G.Everist,Inc. (via fax)
4
_ _. _Vy it .pa rnn ouacoaaruo L G EVb;RI ST 003 004
JAN-25-05 15:48 FROM-Colorado Division of Minerals & Geology +13038663667 T-693 P.001/002 F-220
STATE OF COLORADO
DIVISION OF MINERALS AND GEOLOGY
Department of Natural Resources
1313 Sherman 5t.,Room 215
Denver,Gatorade 80203 C L O IZ.A(]O
Phone:(303)866-3567 DIVISION OF
FAX;(3031 832$106 MINERALS
GEOLOGY
January 24,2005 SCC rA nnn0N.NI NiNc
sAFETr.se IENCF
Paul Gesso
Ranks and Gesso, LLC am Owens
720 Kipling St., Suite 117 Governor
Lakewood,CO 80215 Russell George
tXUC9rIVe Director
Ronald W.Carrara.,
RE: L.G.Everist, Inc,File No. M-1999-120 Division DirectorFort Lupton Sand and Gravel Mine 112c Amendment(AM-01)Application-Third Adequacy Review Natural Resource Trustee
Dear Mr. Gesso,
Listed below are the third adequacy review comments for the Fort Lupton Sand and Gravel Mine I I2(c) Amendment (AM-
01) Application, File No. M-1999-120. The Division of Minerals and Geology ("Division") is required to make a
recommendation no later than January 26,2005,therefore. your response to the following adequacy review concepts should
be submitted to the Division as soon as possible_
Rule 6.4.7 Exhibit G -Water Information
I. In the Applicant's Second Adequacy Response Letter, under item 4, "Commit to measures to be taken if trigger points
are reached," the Applicant stares, "If a trigger point is reached and either a complaint is received or if monitoring of
vegetation indicates a hydrologic imbalance, LGE commits to starting the assessment of the situation immediately," The
Division does not accept this as the required set of circumstances to commencing an investigation and potentially
implementing mitigation measures. The trigger point is reached if any of the trigger criteria are reached: the
groundwater level drops two fret below the 3 month average for groundwater, a complaint is received; or vegetation is
sn•essed_ If any one or combination of these conditions occurs, it is an indication that groundwater might be being
influenced by the operation, and the Division's opinion is that an investigation to identify the cause(s) should
immediately commence, and immediate implementation of temporary or permanent mitigation measures may be
required.
Because an objection was filed, this matter must be set for a hearing before the Mined Land Reclamation Board. The
tentative date for the hearing is February 15 and 16, 2005.
January 26, 2005. Please be advised that the L.C, Eve t Fort Lupton She and and Gravelvision will nMineeed o1 make a recommendation- 1)
Application may be deemed inadequate, and the application may be denied on January I2(c) Amendment(nt mentioned
adequacy review items are addressed to the satisfaction of the manner_ al unless f the above t e to
review the responses_ If you feel more time is needed to completetyou in a timelyhe Division
can
n grant
for extension
time to
recommendation date. This will be done upon receipt of a written waiver of our youru right tto a recommendation by Januarym tl6,
2005, and request for additional time. This must be received no later than the deadline date. Also be aware that the
responses to the adequacy questionsised in this review may result in further comments by the Division, which may require
an additional responsefrom Applicant.
If you have any questions, please do not hesitate to call me at(303)8664935.
Sincerely,
Kate Pickford
Environmental Protection Specialist
Office of
OfnCro
tied Land Reclamation of
AQive anti inactive Mines Colorado
Geolosical Survey
—. -- �4 ...o am 000coaioyo L G tVU<1ST
0O4/OO4
JAN-25-05 15:48 FROM-Colorado Division of Minerals & Geology +13036663567 T-693 P.002/002 F-220
cc; Carl Mount; DMG
Lynn Mayer,L.G.Everisi, Inc. (via fax)
V.I./ o VJ ir :oa ins JUJZ591J46 L G EVERIST
a 002/004
L.G. E�EVERIST, INC. MOUNTAIN DIVISION OFFICE
v 1.;i 7321 E.88TH AVENUE•SUITE 200
_ i HENDERSON,COLORADO 80840
Rock Solid Since 1876FAX 287-9806
rtii 303-289-1348
dba Andesite Rock Company ur
1 CORPORATE OFFICE
300 5.PHILLIPS AVE.•SUITE 200
P.O.BOX 5529
SIOUX FALLS,SD 57117.5529
PHONE 505-334-5000
January 25, 2005 FAX 805394-3658
Ms. Kate Pickford
Environmental Protection Specialist
Division of Minerals and Geology
1313 Sherman St., Room 215
Denver, Colorado 80203
Via Mail and Facsimile (303-832-8106)
RE: L. G. Everist, Inc. (LGE), Fort Lupton Sand and Gravel Mine, DMG #M-1999-120;
Third Adequacy Review Response Letter
Dear Ms. Pickford:
We have received the Third Adequacy Review, dated January 24, 2005. Thank you for getting
back to us so quickly- We accept the Division's requirement and commit as follows:
Exhibit G -Water Information
Commit to measures to be taken if trigger point is reached
If any one of the following trigger criteria are reached, then the trigger point has been met:
groundwater level drops 2 feet below the 3 month average for groundwater; a compliant is
received; or vegetation is stressed. If any one or combination of these conditions occurs,
LGE commits to starting the assessment/investigation of the situation immediately to identify
the cause(s), and also commits to immediate implementation of appropriate temporary or
permanent mitigation measures as required.
We hope with this additional commitment, that LGE has addressed all of the Division's
concerns, and that the Division can now recommend approval.
Thank you for all your work and guidance. Feel free to contact me at 303-286-2247 (office), or
303-514-2778 (cell) with any questions.
Since,
Maye
Regulato Manager
cc: Dennis Fields, L. G. Everist, Inc.
Jim Sittner, L. G. Everist, Inc.
Maureen Jacoby, Banks and Gesso
. Dave Mehan, Wright Water Engineers
Kim Ogle, Weld County Planning
Weld County Clerk to the Board
Ross Bachofer
LMIFL-Resp3rdAdegRev-dmgKP•012505.doc
1
EXHIBIT
1
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Rationale for Recommendation for Approval over Objections; Regular 112 Construction
Materials Amendment Application,
L. G. Everist,Inc.
Fort Lupton Sand and Gravel, File No. M-1999-120
January 26, 2005
Introduction
On January 26, 2004 the Division of Minerals and Geology ("Division") issued its recommendation for
approval of a 112 Construction Materials Amendment Application, over objections. This document is
intended to provide a basis for the Division's recommended approval over concerns and reasons for
objection to the Fort Lupton S & G amendment application, File No. M-1999-120
The L.G Everist, Inc. amendment application was found complete and considered filed with the
Division on October 12, 2004. The site is located 2 miles northwest of Fort Lupton, Weld County,
Colorado. The property is located in Section 30, Township 2 North, Range 66 West of the Sixth
Principal Meridian. The current permit area is 85 acres in size, 78 acres of which is being mined. The
amendment proposes to add 212 acres to the permit area consisting of 5 additional mining phases to
the mine plan. The total site will consist of 7 separate pits. The active pit will be dewatered during the
mining process.
The proposed post-mined land use for the site is for seven water storage reservoirs; each newly
proposed reservoir will be surrounded by a separate slurry wall. Reclamation at the site includes some
grading of the disturbed acreage, plus topsoil replacement and seeding and planting of the exposed
edges of the pit.
I. OBJECTIONS:
The Division received one objection from the following individual during the initial public comment
period, which ended on December 1, 2004.
Objector Dated Date Received
Ross Bachofer 29-October-04 1-November-04
11566 WCR 18
Fort Lupton, CO 80621
A pre-hearing conference was scheduled for January 28, 2005 at 10:00 AM at 1313 Sherman St.,
Denver, CO 80203, Conference Rm. 318
II. ISSUES RAISED BY OBJECTING PARTIES:
Issues raised by objecting parties during the comment period are listed below,along with the names of the
objectors. The Division's response to objection issues follows. Issues are listed under the section of the
1
Construction Materials Rules and Regulations to which they pertain.
ISSUES WITHIN THE JURISDICTION OF THE DIVISION AND BOARD AND RAISED
DURING THE INITIAL PUBLIC COMMENT PERIOD
3.1.6 Water—General Requirements
1. On November 1, 2004, the Division received a letter from Ross Bachofer stating the following
concern:
" I am on a water well that is vulnerable to contamination from drawing too much water or
from surface contamination getting into the 35-60' level of water I use from. And of course,
pumping the water table down to the point that my well goes dry or at least has periods where
it is dry because of too much drawdown and not enough recovery time."
Division of Minerals and Geology (DMG) Responses-
The questions raised by the above comments are related to Section 3.1.6 in the Construction
Materials Rules and Regulations, specifically:
"Disturbances to the prevailing hydrologic balance of the affected land and of the
surrounding area and to the quantity or quality of water in surface and groundwater
systems both during and after the mining operation and during reclamation shall be
minimized..."
On January 4, 2005, Banks and Gesso, LLC, on behalf of L.G. Everist, Inc., submitted responses to
the first adequacy review letter related to this amendment application. In these responses, the
Operator has committed to installation of slurry walls around each phase prior to commencement of
mining and dewatering activities in the pit.
Included in the first adequacy response materials was a groundwater report composed by Wright
Water Engineers (WWE), Inc. The report includes maps depicting the predicted impacts to
groundwater levels in the vicinity of the proposed amendment area, which are the result of the
presence of slurry walls and the expanded activities at the site. The predictions are based on
observations related to nearby gravel mining operations and on a MODFLOW groundwater model
(a program used by the USGS for groundwater modeling) that incorporates what appear to be
conservative, realistic assumptions for the area in question.
The results of the model indicate that potential impacts to groundwater levels in the vicinity of the
operation consist of:
• A 5-foot drop in groundwater level north of the proposed expansion area extending
approximately 500 feet north of the site.
• A gradual decrease in this groundwater level drop to approximately 1-foot 5,000 feet
northeast of the site.
• A 2-foot drop in groundwater level east of the site decreasing to a 1-foot drop
approximately 1,000 feet east of the site.
2
` • No impacts are predicted east of the South Platte River, which is located
approximately 200 feet east of the easternmost portion of the proposed expansion
area.
• A 4- to 5-foot mounding of groundwater west of the proposed expansion area,
extending west approximately 1,000 feet, where the Lupton Bottom Ditch is
expected to reduce or isolate the effects of mounding.
It is predicted that the projected variations in groundwater levels will actually be less, due to the fact
that the model was based on the existence of a single slurry wall encircling the entire site, whereas the
mining plan indicates that separate slurry walls will be installed around each mining phase. Therefore,
more groundwater will flow through the sight than is projected in the model. Impacts to wells and
irrigation in the shadow of the slurry wall are addressed in the WWE report, and the report states that
the reduction in the aquifer resulting from the projected drop in groundwater level should not
adversely affect the production of wells in this location. Additionally, according to the report, there is
no reliance on subirrigation in the shadow area. It does not appear that the projected mounding effects
of the slurry wall will negatively impact any residences, as there are none located in the more severe
areas of the projected mounding.
The Operator has committed to a monitoring program consisting of 14 monitoring wells in and around
the site. The groundwater levels will be monitored monthly throughout the life of the permit.
Groundwater levels have been monitored since May of 2004 and will continue until a year's worth of
baseline data has been collected, prior to commencement of the new mining activities, to assure that
the model is based on accurate data. The Operator has also committed to monitor the vegetation in two
cottonwood groves located in the shadow of the slurry wall and of wetlands located both in the shadow
of the slurry wall and in the mounding area to identify signs of stress to the plants. The Operator has
committed to commencing a groundwater investigation to determine the operation's effects on
groundwater should any of the following conditions occur:
• The groundwater level drops 2 feet below the 3-month average for the shadow area of
the slurry wall (each month's baseline level will consist of an average of that month's
reading and the previous month's and following month's readings),
• A complaint is received from a nearby resident,
• Vegetation in the vicinity shows signs of being stressed.
Results of the investigation will be submitted to the Division for review within 60 days of the initial
condition triggering the investigation.
The Operator has further committed to mitigation measures that will be implemented during the
investigation to rectify the condition triggering the investigation. If the condition is determined to be a
result of the mining operation, mitigation measures will be implemented, including:
• Construction of a pipe/drain to equalize groundwater levels,
• Release of water in ditches/laterals (Note: LGE will bet proper agreements with ditch
an/or landowners prior to release of any release of water.)
• Well improvements (i.e. deepening an/or relocation) and/or well replacement
• Planting trees, shrubs, vegetation
• As mentioned above— in"emergency" situations, prior to full assessment, LGE will
3
supply water via a portable tank or other method.
The Operator also noted that this is not an exhaustive list, and if a situation arises that calls for a
different mitigation measure, LGE will work with the injured party and the division to formulate an
appropriate mitigation plan.
If it is determined that the condition cannot be permanently resolved with temporary mitigation
measures, the Operator has committed to incorporate permanent mitigation measures to resolve the
groundwater issues at the site. In the event that a permanent solution is required, the design
specifications for the proposed measures will be submitted to the Division in the form of a Technical
Revision for review and approval prior to implementation of permanent mitigation measures.
Division Comment
The Division has determined that L. G. Everist, Inc. has committed to a comprehensive groundwater
monitoring plan that will give an adequate estimate of the pre-mining, mining and post-mining
groundwater levels, and will indicate impacts that the mining activities may be having on groundwater
in a timely manner. The Division has determined that the model submitted by WWE is a relatively
accurate depiction of the effects the activities at the site will have on groundwater. And the Division
has determined that Aggregate Industries has committed to a comprehensive mitigation plan which
should correct any problems related to groundwater resulting from the mining activity.
The Applicant and the Operator have identified to the Division that the Objector's wells are located
both east of the South Platte River and west of the site, west of Little Dry Creek. The Division has
determined, based on the information supplied by WWE, that impacts to the Objectors wells are
unlikely in that the eastern well is located east of the South Platte River, which should isolate the well
from any impacts from the operation, located west of the river, and the western wells should be
somewhat isolated from groundwater impacts by Little Dry Creek. If impacts are experienced at the
western wells, the impacts are likely to be more water in the wells rather than less in that these wells
are located in the projected groundwater mounding area.
III. DIVISION RECOMMENDATION
It is the Division determination that the Applicant has fulfilled all of the minimum requirements for
approval of an amendment to the existing permit for the Fort Lupton Sand and Gravel site. The
Division recommends approval of the permit amendment.
4
JAN-26-05 00:00 FROM-Colorado Division of Minerals & Geology +13036663557 '-AI, P.002/002 F-22T
• As mentioned above—in"emergency"situations,prior to full assessment, LGE will
supply water via a portable tank or other method.
The Operator also noted that this is not an exhaustive list,and if a situation arises that calls for a
different mitigation measure,LGE will work with the injured party and the division to formulate an
appropriate mitigation plan.
If it is determined that the condition cannot be permanently resolved with temporary mitigation
measures, the Operator has committed to incorporate permanent mitigation measures to resolve the
groundwater issues at the site. In the event that a permanent solution is required,the design
specifications for the proposed measures will be submitted to the Division in the form of a Technical
Revision for review and approval prior to implementation of permanent mitigation measures_
DivisionComment
The Division has determined that L. G. Everist,Inc.has committed to a comprehensive groundwater
monitoring plan that will give an adequate estimate of the pre-mining,mining and post-mining
groundwater levels,and will indicate impacts that the mining activities may be having on groundwater
in a timely manner_ The Division has determined that the model submitted by WWE is a relatively
accurate depiction of the effects the activities at the site will have on groundwater. And the Division
has determined that L. G. Everist,Inc.has committed to a comprehensive mitigation plan which should
correct any problems related to groundwater resulting from the mining activity.
The Applicant and the Operator have identified to the Division that the Objector's wells are located
both east of the South Platte River and west of the site,west of Little Dry Creek_ The Division has
determined,based on the information supplied by WWE,that impacts to the Objectors wells are
unlikely in that the eastern well is located east of the South Platte River,which should isolate the well
from any impacts from the operation, located west of the river,and the western wells should be
somewhat isolated from groundwater impacts by Little Dry Creek. If impacts are experienced at the
western wells,the impacts are likely to be more water in the wells rather than less in that these wells
are located in the projected groundwater mounding area.
UI. DIVISION RECOMMENDATION
It is the Division determination that the Applicant has fulfilled all of the minimum requirements for
approval of an amendment to the existing permit for the Fort Lupton Sand and Gravel site. The
Division recommends approval of the permit amendment_ I EXHIBIT
a
I.CWn tiz55
JAN-14-05 13:02 FROM—Colorado Division of Minerals & Geology +13038663567 1-605 P.001/004 F-053
STATE OF COLORADO
DIVISION OF MINERALS AND GEOLOGY
Department of Natural Resources
1313 Sherman St,Room 215 C O L O RA D
Denver,Colorado 80203 D I v I s 1 O N o f
Phone:(303)866-3567 .M. I N E RA I_ S
FAX: 1303)832-8106 &
GEOLOGY
4ECLA MAT ION MI N INC
January 14,2005
tar rrT•sc ltNcs
Paul Gesso 0111 Oww+s
Banks and Gesso, LLC Governor
720 ICipling St.,Suite I 17 Russell George
Lakewood,CO 80215 Executive Director
Ronald W.Cartanv
Division Director
Natural Resource Trustee
RE: L.G. Everist, Inc, File No. M-1999-120
Fort Lupton Sand and Gravel Mine I I 2c Amendment(AM-0 I) Application -Second Adequacy Review
Dear Mr.Gesso,
Listed below are the second adequacy review comments for the Fort Lupton Sand and Gravel Mine 112(c)Amendment(AM-
01) Application, File No. M-1999-120. The Division of Minerals and Geology ("Division") is required to make a
recommendation no later than January 21, 2005, therefore, your response to the following adequacy review concerns should
be submitted to the Division as soon as possible.
Rule 6.4.5 Exhibit E -Reclamation Plan
1. The first adequacy review requested the Applicant to state how much mulch per acre will be applied should mulch be
required for revegetation. The Applicant responded with, "The applicant has found through years of reclamation
experience at various sites throughout Colorado that mulching is not always needed to promote healthy seed growth_
Mulch will be used if necessary." Based on the possibility that mulch may be needed for reclamation, the Division must
assume that mulch will be used in the calculation for the bond amount for the site. In order to accurately estimate the
cost for mulch, the Division must know the proposed application rate for the mulch, and, ideally, the type of mulch
proposed for use. Please indicate how much mulch per acre would he applied, should mulch be required for
revegetation, and what type of mulch would be used.
2. The Natural Resources Conservation Service(NRCS) commented on the plan at the site on November 18, 2004. The
Division asked that the Applicant address the issues raised in the NRCS letter. The NRCS requested that the Operator
maintain slopes of 4H:IV or less on the stockpiled topsoil. The Division agrees with the Applicant's commitment to
maintain slopes of 3H:I V or 2H:1 V as long as the stockpiles are stable in this configuration. The Construction Materials
Rules and Regulations do not require slopes of 41-I:1 V or less on topsoil stockpiles. The Division further agrees with the
Applicant's commitment to implement slopes of 3H:1 V for the sides of the water storage reservoir, as long as this is a
stable configuration, rather that the NRCS proposed slopes of 4H:IV or 5H:1V so that the water storage reservoirs are
conducive to use by wildlife. The proposed post-mined land use is for water storage reservoirs and not for wildlife
habitat. Therefore the Operator is required to conform to the rules and regulations specifying parameters for water
storage reservoirs and not for wildlife habitat. The Division also agrees that the approved seed mix, formerly suggested
by the NRCS, and approved with the initial application, is acceptable for reclamation of the site. The Division agrees
with the NRCS that some form of effective weed management must be implemented at the site. The Division will
express its concerns related to the NRCS comment regarding impacts to surface and subsurface water in the Water
Information comments.
Rule 6.4.7 Exhibit G- Water Information
3. The Applicant has committed to installation of slurry walls in each phase prior to mining below the water table. Please
submit geologic information regarding the bedrock in the area to assure that the installation of slurry walls will result in a
relatively water-tight vessel,and that there are no geologic features,such as faults, that would prevent the desired result.
EXHIBIT
Office of Office of
Colorado Mined Land Reclamation Active and Inactive Mines
p r Geological Survey
t7 �7 C�
JAN-14-05 13:03 FROM-Colorado Division of Minerals & Geology +13038663567 1-605 P.004/004 F-053
groundwater users in the vicinity of the site. It does not appear that the Applicant has proposed any measures to
minimize these impacts other than to state that mitigation measures will be implemented if a complaint is received and a
trigger point is reached. The Division's opinion is that the predicted mounding and shadow effects resulting from the
presence of the slurry walls pose a number of problems stemming from impacts to the hydrologic balance_ The
Division's opinion is that other measures can be incorporated into the plan that will minimize impacts to the hydrologic
balance related to the presence of the shiny walls, for example, installation of a French drain.
Rule 6.4.8 Exhibit H-Wildlife Information
16. The Division of Wildlife (DOW) commented on the site in a letter to the Division dated November 28, 2004. The
Division agrees with the Applicant's commitment to maintain setbacks of 200 feet from the river as opposed to the
suggested setback, by DOW, of 200 feet from the existing tree line. The Construction Rules and Regulations do not
require a setback from existing trees on the site.
Rulc 6.4.12 Exhibit L- Reclamation Costs
17. The Division accepts the Applicants proposal to bond in phases for the sire and that a Technical Revision will be
submitted prior to the commencement of each phase indicating the engineering specifications for each slurry wall, or a
submittal of I00%bond for each slimy wall.
Because an objection was filed, this matter must be set for a hearing before the Mined Land Reclamation Board, The
tentative date for the hearing is February 15 and 16, 2005. However, the Division will need to make a recommendation by
January 21,2005. Please be advised that the L.G. Everist Fort Lupton Sand and Gravel Mine 112(c) Amendment(AM-01)
Application may be deemed inadequate, and the application may be denied on January 21, 2005 unless the above mentioned
adequacy review items are addressed to the satisfaction of the Division in a timely manner allowing for adequate time to
review the responses. If you feel more time is needed to complete your reply, the Division can grant an extension to the
recommendation date. This will be done upon receipt of a written waiver of your right to a recommendation by January 21,
2005, and request for additional time. This must be received no later than the deadline date. Also be aware that the
responses to the adequacy questions raised in this review may result in further comments by the Division. which may require
an additional response from the Applicant.
If you have any questions,please do not hesitate to call me at(303)866-4935.
Sincerely,
•& 4,47<,c,/
Kate Pickford
Environmental Protection Specialist
cc: Carl Mount; DMG
Lynn Mayer, L.G. Everist, Inc. (via fax)
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