HomeMy WebLinkAbout20010407.tiff DEPARTMENT OF PLANNING SERVICES
Weld County Administrative Offices, 1400 N. 17th Avenue, Greeley, Colorado 80631
Phone (970) 353-6100, Ext. 3540 Fax (970) 352-6312
USE BY SPECIAL REVIEW (MINING OPERATION)APPLICATION
FOR THE DEPTMENT OF PLANNING SERVICES USE ONLY Application Fee /&'55c , 67) Receipt Number 0 9 RI I— Case Number U c, 9
Recording Fee Receipt Number Zoning i trict
Application Checked By: Planner Assigned to Case
To be completed by APPLICANT is accordance with procedural guide requirements:
1. I (we), the undersigned, hereby request a hearing before the Weld County Planning Commission concerning
a proposed ennervre asphaldgravel, coal, borrow pit, etc.) mining operation for the following described
unincorporated area of Weld County:
LEGAL DESCRIPTION: Portion of the 14N of Sec. 19, T1N, 1266W
1 4 7 1 1 9 0 0 0 0 0 3
PARCEL NUMBER: 1 4 7 1 1 9 0 0 0 0 0 6 (12 digit number- found on Tax I.D. Information or
obtained at the Assessor's Office).
2. Surface owner(s) of area of land described
Name: Donald 6 Suzanne Rittenhouse Address: 205 Patit Rd. , Dayton WA 99328
Name: Steven McWilliams Address: 12236 WCR 8, Ft. Lupton, CO 80621
3. Owner(s) of mineral rights or substance to be mined
Name: Same Address: Phone:
Name: Address: Phone:
4. Source of applicant's legal right to enter and to mine on the land described:
Affidavit
(Include certified copy of any document(s) noted
Mobile Pre-Mix Concrete, Inc. , a Subsidiary of Lafarge Corp.
5. Applicant's address: P.O. Box 21588 Phone: 303-657-4336
Address: Denver, CO 80221 Phone:
6. Identify any prior permits for mining held by applicant or affiliated person:
Several SR permits held by Lafarge in SW Weld County and Greeley area.
7. Description of Operation
A. Types and number of operating and processing equipment to be used a Dhalt hatch plat,
concrete hatch plant, crasher, screenC, wash nlant, office, shon.
fuel tanks, loaders, conveyers
B. Maximum number of employees: 60 , and number of shifts: 2
11
Applicant Representative EXHIBIT
Tuttle Applegate, Attn: Cary Tuttle
11990 Grant Street Suite 304 2001-0407 i /p�
Denver, CO 80233 -
C. Number of stages to be worked: S , and periods of time each is to be worked Cell 1- lyr. ,
Cell 2- lyr. , Cell. 3 - 2yrs. , Cell 4 - 4_yrs. , Cell S - 2yrs.
D. Thickness of mineral deposit: 28
feet, and thickness of the overburden: 3
E. This will be a werlidry pit operation.
F. Site entrance/exit points and County roads and bridge entrance
s to be d bew6.
een site and delivery
point(s)(must be coordinated with County Engineer) Tw
One entrance point from NCR 8. One entrance point from Statellti ghwav 85.
8. Description of reclamation
A. Proposed reclamation land use(s): Water Storage Reservoir
B. Sourc�T7LFAPPLaCATE for reclamation: Division of Minerals and Geology and
, INC.
C. Explanation of Reclamation Process: Backfilling mining pit to create sealed slopes,
topsoils, and grass seeding.
I hereby depose and state under the penalties of perjury that all statements, proposals and/or plans submitted with
or contained within this application are true and correct to the best of my knowledge.
ignature: Owner/Authorized Agent
12
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7uttleApplegate,Inc.
Consultants for Land, Mineral and Water
June 6, 2000
Ms. Sheri Lockman
Weld County
Department of Planning Services
1555 N. 17th Avenue
Greeley, CO 80631
RE: USR-1259; Mobile Premix Concrete, Inc.; Riverbend Operation; Special Review Permit
Application
Dear Ms. Lockman,
The following information is being submitted in response to your request for additional
information and clarification to the above referenced USR application. The comments follow
your numbering of comments/questions in your letter to us dated February 18, 2000.
1) Topsoil and overburden stockpiles are located around the perimeter of the mining cells.
These will be used for partial screening during the operation of the mine. Existing trees
and shrubs immediately adjacent to the South Platte River will remain for some screening
of the operations from adjacent landowners. Shrub and tree clusters will be planted along
Weld County Road 6 as shown on the Reclamation plan map to help screen the
operations. This site averages 15 to 20 foot lower elevation than U.S. 85. This makes it
difficult to completely screen the operations from view.
2) The properties mineral owners and lessees of mineral interests have been identified
through the Department of Planning Services forms submitted with the original
application materials. The applicant is in the process of contacting applicable owners.
3) The access onto Highway 85, approximately 1,350 feet north of WCR 6, is an existing
access. This may be used for minor access to the site. The primary access for all haul
trucks and equipment is off of WCR 6.
4) All comments related to the vicinity map have been addressed. Some of the features are
shown on the Mining Plan and/or Reclamation Plan map for clarity.
EXHIBIT
5) The vicinity map/soils map has been amended as requested.
6) The soils information is included on the cover sheet map.
1 990 Grant St. • Suite 304 • Denver, CO 80233 5441 Boeing Drive • Suite 200 • Loveland, CO 80538-8855
3)3) 452 6611 • Fax(303) 452-2759 (970) 461-9884 • Fax (970) 613-1177
Ms. Sheri Lockman
Weld County
Department of Planning Services
June 6, 2000
Page 2
7) The line type used to delineate the flood plain has been amended.
8) The mining setbacks have been corrected.
9) Information on timing for mine phases has been included on the Mining Plan map.
10) The notes on the maps have been revised.
11) Trapping activities to determine the presence or absence of the Preble's Meadow Jumping
Mouse on this site are being conducted the first half of this month. Information on the
determination will be forwarded to you when it is available. The U.S. Fish and Wildlife
Service is determining if surveys for the presence or absence of the Ute Ladies-tresses
orchid are needed. This determination will also be forwarded to you when it is available.
If a survey is needed it will be conducted during the approved survey period of July 15 to
August 15.
12) The maximum requested hours of operation are 6:30 a.m. to 10:00 p.m. Monday through
Saturday. One shift would generally be from 6:30 a.m. to 3:30 p.m. and the second shift
would generally be from 1:00 p.m. to 10:00 p.m. Two shifts would be utilized during the
heavier summer and fall construction months. If only one shift were utilized, their hours
would generally be from 7:00 a.m. to 4:30 p.m. Maintenance of the equipment would
occur after the regular shift hours in the evenings.
13) Trees that are proposed to be removed due to the mining activities, have been deleted
from the Reclamation Plan map.
We believe the above and attached information address you comments of February 18, 2000. If
you have any further comments or questions, feel free to call me at (303) 452-6611.
Sincerely,
TuttleApplegate, Inc.
Pamela E. Acre
Environmental Compliance Specialist
Cc: file#99-138
Duane Bollig, Lafarge
RIVERBEND OPERATION
USE BY SPECIAL REVIEW
WELD COUNTY
Located in Weld County, Colorado
— d
PREPARED FOR:
MOBIL PRE-MIX CONCRETE, INC.,
' A SUBSIDL4RY OF LAFARGE CORP.
P.O. BOX 21588
DENVER, CO 80221
Prepared By:
= TuttleApplegatejnc.
_ t.. Consultants for Land,Mineral,and Water
_ 11990 Grant Street,Suite 304
== Denver,Colorado 80233
(303)452-6611 FAX:(303)452-2759
JANUARY 2000
'.i. TA#99-138
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TuttleApplegate,In.
Consultants for Land, Mineral and Water
January 18, 2000
Weld County Department of Planning Services
1555 N. 17th Avenue
Greeley, Colorado 80631
RE: Use by Special Review (Mining Operation)
Mobile Premix Concrete, Inc., Riverbend Operation
To Whom It May Concern:
Mobile Premix Concrete, Inc., a subsidiary of Lafarge Corporation, is applying for a Use by
Special Review permit for a mining operation along with concrete and asphalt batch plants. This
letter will supply the narrative portion of the application requirements. This letter is formatted in
the same numerical order as the procedural guide for the application requirements.
1. The completed application form along with the application fee of$1,455 is attached.
2. A detailed description of the method of the mining operation follows:
a. The types and numbers of equipment and facilities can be found in Exhibit D of
the DMG application.
b. Generally one shift will be used in the operation. The maximum number of
employees is 60. Occasionally during the busy periods of the summer and fall
construction season, two shifts may be employed.
c. The operation will be a dry pit.
d. Our trucks will exit from the property onto Weld County Road 6. The
overwhelming majority of trucks will proceed east to US Highway 85. This
intersection has full moving movements with acceleration and deceleration lanes
for all movements. At this intersection the majority of the trucks will turn right
and proceed south down the highway. A small number of trucks, in the range of
5% to 10%may turn left and proceed north up the highway. Occasionally a truck
may travel westbound on Weld County Road 6 to serve customers in that rural
area.
Employees are also expected to use US Highway 85 and Weld County Road 6 for
their travel to and from work.
1990 Grant St. • Suite 304 • Denver, CO 80233 5441 Boeing Drive. • Suite 200 • Loveland, CO 80536-8855
303 452-6611 • Fax(303)452-2759 (970) 461-9884 • Fax (970) 613-1177
Weld County Department of Planning Services
January 18, 2000
Page 2 of 4
e. The total permit area is 237 acres with 120 acres being affected by the mining
operation. The phases and size of the phases can be found in Exhibit D of the
DMG application. The size of the active mining area at any one time is 10 acres
with a total disturbance at any one time of 61 acres. The aggregate processing
area, located on the south side, is 27 acres. From time to time to meet
specifications for public and private projects, aggregate may be imported into the
processing plant for the production of concrete and asphalt.
f. A time table giving periods of time for each of the mining phases can be found in
Exhibit D of the DMG permit. Overall we expect the operation to last 10 years
with 3 years for reclamation work. Production of sand and gravel depends on
overall market demand, amount of material used in the concrete and asphalt
plants, and the amount of outside sales. It may occur that the resource is
exhausted slightly ahead of the term of this permit. In that case, the applicant
plans to operate the concrete and asphalt plants with imported material.
g. The sand and gravel deposit is 28 to 30 feet thick and the overburden is 3 to 4 feet
thick.
h. The proposed use of the reclaimed land is water storage reservoirs. A full
explanation of the reclamation process can be found in Exhibit E of the DMG
permit.
i. The technical advice from the Soil Conservation Service, DMG, and Tuttle
Applegate, Inc. was used to develop the reclamation plan.
3. A certified list of the names, addresses, and the corresponding parcel identification
numbers of property owners within 500 feet of this site is attached.
4. A certified list of the names and addresses of mineral owners and lessees is attached.
5.
a. A copy of the application submitted to the DMG is attached and includes a
reclamation plan map.
b. Water supplies for the mining operation will come from groundwater on the site.
This groundwater will be augmented by the applicant's shares in the Fulton Ditch.
See Exhibit G of the DMG application for discussion of these water rights.
c. Drainage structures include two culverts in the roadside ditch along Weld County
Road 6 for access into the processing plant and a culvert in the McCann Seep for
access to the east. Cross sections of these drainage structures are included on
sheet 1 of 3.
d. A typical cross section of the hall road can be found on sheet 1 of 3.
Weld County Department of Planning Services
January 18, 2000
Page 3 of 4
6. This Use by Special Review application for a mining operation and accessory uses is
consistent with the Weld County comprehensive plan. The comprehensive plan allows
for the extraction of a recognized sand and gravel deposit, and promotes the reasonable
and orderly development of such. This application proposes to develop a commercial
sand and gravel deposit and return the affected lands to a beneficial use of water storage.
All activities at the mining site are guided by the regulations of the Mine Safety and
Health Act (MSHA) and the Occupational Safety and Health Act(OSHA). These
requirements along with Weld County policies help to minimize or eliminate the potential
adverse impact of the operation on surrounding properties. By proposing setbacks,
concurrent reclamation, and routing traffic to US Highway 85, the operation will comply
with the policies and goals of the comprehensive plan. Instituting noise controls and dust
controls complying with the State standards can also reduce any adverse impacts to
neighbors.
Reclamation activities will be concurrent with the mining operation and a predetermined
number of acres will be disturbed at any given time. Wildlife habitat adjacent to the
South Platte River corridor will be preserved with a 200 foot setback.
7. The proposal is located on lands that are within an agricultural district. The zoning
designation allows for the extraction of sand and gravel as a use by special review.
8. Presently the south half of the permit boundary is used for grazing and the north half is a
fallow hay field. The mining plan is limited to where the sand and gravel reserves are of
known high quality and with a minimum amount of topsoil and overburden covering the
resource.
9. Protection of the health, safety, and welfare of the inhabitants of the neighborhood of
Weld County are being considered by the applicant. Possible fugitive dust emissions
from the site will be minimized by watering, truck speed limits, and revegetation. Noise
levels from the operation will fall within the requirements for the industrial zone. The
site will be fenced and signed to help prevent trespassing and accidents. Access to the
operation will be from Weld County Road 6 and most trucks will proceed directly to US
Highway 85.
10. Surrounding land uses are primarily agricultural, with other permitted sand and gravel
operations to the north, west, and south of the site. Being a business operation, the truck
traffic will be limited to business hours. The operation will not require additional
housing or support services to be located in this agricultural area. Compatibility with the
surrounding uses will be assured by setbacks, noise limitations, and other restrictions on
the operation.
11. The future development of this site and the surrounding area is projected by the
comprehensive plan of Weld County to be agricultural and open space. The floodplain
on this site further restricts any significant land development. The reclamation plan for
water storage eliminates the possibility of housing or commercial development.
Weld County Department of Planning Services
January 18, 2000
Page 4 of 4
12. The site is not located in a geologic hazard area or the Weld County Airport overlaying
district area. The site is located within the floodplain of the South Platte River. No
permanent structures are proposed for this site. Equipment and stockpiles will be located
in a manor to not significantly obstruct floodwaters. The creation of a permanent open
water area will increase the potential for floodwater detention on this site.
13. Drinking water will be supplied to employees by delivered bottled water. Water needs
for the operation will be supplied by groundwater that is augmented with water rights
owned by the operator. Exhibit G of the DMG application discusses how replacement of
consumptive uses will be achieved.
14. Copies of deeds identifying the landowners of the property are attached.
15. The applicant agrees to comply with industrial noise levels. No extraordinary methods
are needed to obtain this noise level at the property line.
16. Other information determined necessary by the Board of County Commissioners will be
provided upon request.
Cordially,
TUTTLEAPPLEGATE, INC.
J1uttet
Gary J. uttle
GJT/csw
Enclosures
cc: John Hickman, Lafarge
TA File #99-138
Exhibit N-1
Affidavit
As per the lease agreement between Mobile Pre Mix Concrete, Inc., a subsidiary of the LaFarge
Corporation and Donald and Suzanne Rittenhouse and Steven McWilliams, the property owners,
Mobile Pre Mix Concrete, Inc. has a legal right to enter the property described generally as the
Southwest `/4 of Section 19, Township 1 North, Range 66 West, of the 6th Principal Meridian,
Weld County Colorado and conduct mining and material processing operation.
Signature �7/7 i "!� 2r Date /62//r/r J
Donald Ritte ouse, Property owner
Signature \4 7 1-il.Gc.A. 61,,E.0 cc ` ei2e-;/ k Date /0//,J/ %5
Spyanne Rittenhotse, Property owner
The foregoing instrument was acknowledged before me this day of j 2E 4,4999,
by Donald Rittenhouse and Suzanne Rittenhouse, Property Owners.
011111110,�
� n L'y � Notary Public
•
PnuC o :_�a. My Commission Expires: /p -_ /6'.- p d
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luIMO
FINAL
STEVEN S. McWILLIAMS
GRAVEL PROPERTY LEASE WITH RIGHT OF FIRST REFUSAL
THIS INDENTURE,dated this day of Jour} f , J! C, [insert date of Lessor's
receipt of Company's notice of exercise of Option], (hereinafter referred to as the"Lease%, by and
between Steven S. McWilliams, with his address being 12236 Weld County Road#8, Fort Lupton,
Colorado 80621 (hereinafter referred to as °Lessor") and Mobile Premix Concrete, Inc., a Colorado
corporation (hereinafter referred to as the"Company"), with its address at 1400 West 64th Avenue,
Denver, Colorado 80221.
WITNESSETH
In consideration of the sum of amameasammi pad by the
Company to Lessor L>C
1 " " 1 Fpreviously paid for the Option to Lease Gravel
Property ("Option") under which this Lease is taken), the receipt and sufficiency of which is hereby
acknowledged by Lessor,which sum shall satisfy the advance minimum royalty requirement identified
in Paragraph 4 with respect to the period from the commencement date hereof to the end of the first
year of the term of this Lease, and on and subject to the terms and conditions provided in this Lease,
Lessor hereby leases, lets and demises to the Company the Materials as defined herein, in, on and
• under the real property situate in Weld County and described in ExhibitA attached hereto and made
a part of this Lease (hereinafter referred to as the "Property, and the exclusive right to sample, drill,
and test for, develop, mine, quarry, extract, process,sell, use and remove them during the Initial Term
(as defined in Paragraph 2 below) of this Lease, along with the right during the Initial Term and
Successive Terms (as defined in Paragraph 2 below) to locate and operate with associated use
easements,as provided in Paragraph 5 below. In no event shall all or any part of the Property be used
as or fora landfill.
TOGETHER WITH the right to use and exercise the water and water rights appurtenant to the
Property that belong to Lessor("Water Rights') to the extent appropriate for the extraction, removal
and processing of the Materials, as well as for revegetation and reclamation, and including exposure
• of alluvial waters to evaporation.
1. Definitions.
A. Commercially Economic Materials shall mean all Materials that are removed
from the Property and all Materials that can be sold at a profit The determination of whether Materials
can be sold at a profit shall be determined by Company in its sole and exclusive discretion.
SL990330.277
£0 'd 99Z1 96? £0£ 'ON Xd.d 00 83AN30 as VWOOV Ot909 £Z:9I 301 66-90-100
FINAL
Mobile Premix Concrete, Inc.
Attn: Land Department
1400 West 64th Avenue
P.O. Box 21588
Denver, Colorado 80221
Steven S. McWilliams
12236 Weld County Road#8
Fort Lupton, Colorado 80621
21. Entire Agreement. This Lease contains the entire agreement between the parties
hereto, and neither it nor any part of it may be changed, altered, modified, or limited orally or by any
agreement between the parties unless such agreement be expressed in writing, signed, and
acknowledged by the Lessor and the Company, or their respective heirs, personal representatives,
successors and assigns.
IN WITNESS WHEREOF, this Gravel Property Lease with Right of First Ref!isal has been duly
executed as of the date first above written.
MOBILE PREMIX CONCRETE, INC_ STEVEN S. McWILLIAMS
A •
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By: i l_e"7/ /c,-
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Position: 6- texts acf�L
2L990320 237
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STATE OF COLORADO
DIVISION et MINERALS AND GEOLOGY
Department of Natural Resources
1313 Sherman St., Room 215 DIVISION OF
Denver,Colorado 80203
Phone:(303)866-3.567 MINERALS
FAX:(3031832-8106
&
GEOLOGY
RCLAACONSTRUCTION MATERIALS N ENINGMSATFECTY
REGULAR(112)OPERATION
RECLAMATION PERMIT APPLICATION FORM Bill Owens
Governor
Greg E.Watcher
Executive Director
Michael B long
CHECK ONE: X New Application(Rule 1.4.5) Amendment Application Rule 1.10 .
pp PPcat ( brvision Dhector
Conversion Application(Rule 1.11)
Permit# M (provide for Amendments and Conversions of existing permits)
The application for a Construction Materials Regular 112 Operation Reclamation Permit contains three major parts:(I)the application form;
(2)Exhibits A-S,Addendum 1,any sections of Exhibit 6.5(Geotechnical Stability Exhibit;and(3)the application fee. When you submit your
application, be sure to include one(1) complete signed and notarized IVORY ORIGINAL and four(4) copies of the completed Ivory
application form,five(5)copies of Exhibits A-S,Addendum 1,appropriate sections of 6.5 (Geotechnical Stability Exhibit,and a check for
the application fee described under Section (4) below. Exhibits should NOT be bound or in a 3-ring binder; maps should be folded to
8 1/2" X 11"or 8 1/2" X 14" size. To expedite processing,please provide the information in the format and order described in this form.
GENERAL OPERATION INFORMATION
Type or print clearly,in the space provided,ALL information requested below.
1. Auplicantioperator or company name(name to be used on permit): Mobile Premix Concrete, Inc. , a sub-
sidiary of Lafarge. Corp. Colorado Corporation
1.1 Type of organization(corporation,partnership,etc.): rP
1.2 I.R.S.Tax I.D.No.or Social Security Number: 84-0417513
2. Operation name(pit,mine or site name): Riverbend Operation
3. Permitted acreage(new or existing site): 237 permitted acres
3.1 Change in acreage(+) acres
3.2 Total acreage in Permit area acres
4. Fees:
4.1 New Application $1.875.00 application fee
4.2 New Quarry Application $2325.00 quarry application
4.3 Milling Application(Non-DMO) 53.100.00 milling application
4.4 Amendment Fee $1,550.00 amendment fee
4.5 Conversion to 112 operation(set by statute) $1.875.00 conversion fee
5. Primary commoditie(s)to be mined: Sand Gravel
5.1 Incidental commoditie(s)to be mined: 1. - lbs/Tons/yr 2. / lbs/Tons/vr
3. / lbs/Tons/yr 4. / Ibs/fons/vr 5. / lbs/Tons/yr
5.2 Anticipated end use of primary commoditie(s)to be mined: Construction Material
N/A
5.3 Anticipated end use of incidental commoditie(s)to be mined:
- 2 —
6. Name of owner of subsurface rights of affected land: Donald & Suzanne Rittenhouse. Steven McWilliams
If 2 or more owners,"refer to Exhibit O".
7. Name of owner of surface of affected land: Donald & Suzanne Rittenhouse, Steven McWilliams
7.1 Names of the holders of any recorded easements on the affected land:
8. Type of mining operation: X Surface Underground
9. Location Information: The center of the area where the majority of mining will occur:
COUNTY: Weld
PRINCIPAL MERIDIAN(check one): X 6th(Colorado) _ 10th(New Mexico) _the
SECTION(write number): S 19
TOWNSHIP(write number and check direction): T 1 X North _South
RANGE(write number and check direction): R 66 East West
QUARTER SECTION(check one): _NE - NW _SE SW
QUARTER/QUARTER SECTION(check one): _NE _NW _SE _SW
GENERAL DESCRIPTION:(the number of miles and direction from the nearest town and the approximate elevation):
Approximately 3 miles North of Brighton, approximate elevation 4930 feet,
10. Primary future(Post-mining)land use(check one):
- Cropland(CR) _ Pastureland(PL) _ General Agriculture(GA)
- Rangelaud(RL) _ Forestry(FR) _ Wildlife Habitat(WL)
Residential(RS) _ Recreation(RC) _ Industrial/Commercial(IC)
XDeveloped Water Resources(WR) _ Solid Waste Disposal(WD)
11. Primary present land use(check onel:
- Cropland(CR) X Pastureland(PL) _ General Agriculture(GA)
_ Rangeland(RL) _ Forestry(FR) _ Wildlife Habitat(WL)
_ Residential(RS) _ Recreation(RC) _ Industrial/Commercial(IC)
- Developed Water Resources(WR)
12. Method of Mining: Briefly explain mining method(e.g.truck/shovel): Open pit dry mining using loaders
and scrapers to excavate.
13. On Site Processing: Crushing/Screening
13.1 Briefly explain mining method(e.g.truck/shovel): Processing will involve crushing, screening and
washing of aggregate.andpotential use of concrete and/or asphalt batch plants
or site.
List any designated chemicals or acid-producing materials to be used or stored within permit area: None
- 3 -
14. Correspondence Information:
APPLICANT/OPERATOR (name,address,and phone of name to be used on permit)
Contact's Name: John Hickman Title: Senior Land Manager
Company Name: Mobile Premix Concrete, Inc. , a subsidiary of Lafarge Corp.
Street: P.O. Box 21588
City: Denver
State: Colorado Zip Code: 80221
Telephone Number: 1 303 1- 657-4336
Fax Number: I 303 1- 657-4339
PERMITTING CONTACT (if different from applicant/operator above)
Contact's Name: Gary Tuttle Title: Serretary/ Treasurer
Company Name: Tuttle Applegate. Inc.
Street: 11990 Grant St. , Suite 304
City: Denver
State: Cnl nradn Zip Code: 80233
Telephone Number: I 30 3 )- 4S 7-6 611
FaxNumber: ( 303 1- 452-2759
JNSPFCTION CONTACT
Contact's Name: John Hickman Title: Senior Land Manager
Company Name: Mobile Premix Concrete, Inc. , a subsidiary of Lafarge Corn.
Street P.O. Box 21588
City: Denver
State: Colorado Zip Code: 80221
TelephoneNumber: f 303 1- 657-4336
FaxNumber: f 303 ). 657-4339
CC: STATE OR FEDERAL LANDOWNER(if anvl
Agency: N/A
Street:
City:
State: Zip Code:
Telephone Number: 1 1-
CC: STATE OR FEDERAL LANDOWNER(if any)
Agency: N/A
Street:
City:
State: Zip Code:
Telephone Number: ( 1-
— 4 —
15. Description of Amendment or Conversion:
If you are amending or converting an existing operation,provide a brief narrative describing the proposed change(s).
N/A
Maps and Exhibits:
Five(5)complete,unbound application packages must be submitted. One complete application package consists of a signed application
form and the set of maps and exhibits referenced below as Exhibits A-S,Addendum 1,and the Geotechnical Stability Exhibit. Each
exhibit within the application must be presented as a separate section. Begin each exhibit on a new page. Pages should be numbered
consecutively for ease of reference. If separate documents are used as appendices,please reference these by name in the exhibit.
With each of the five(5)signed application forms,you must submit a corresponding set of the maps and exhibits as described in the
following references to Rule 6.4,6.5,and 1.6.2(1)(b):
EXHIBIT A Legal Description
EXHIBIT B Index Map
EXHIBIT C Pre-Mining and Mining Plan Map(s)of Affected Lands to include the location of any recorded
easements
EXHIBIT D Mining Plan
EXHIBIT E Reclamation Plan
EXHIBIT F Reclamation Plan Map
EXHIBIT G Water Information
EXHIBIT H Wildlife Information
EXHIBIT I Soils Information
EXHIBIT J Vegetation Information
EXHIBIT K Climate Information
EXHIBIT L Reclamation Costs
EXHIBIT M Other Permits and Licenses
EXHIBIT N Source of Legal Right-To-Enter,to include holders of any recorded easements
EXHIBIT O Owners of Record of Affected Land(Surface Area)and Owners of Substance to be Mined,to include
holders of any recorded easements
EXHIBIT P Municipalities Within Two Miles
EXHIBIT Q Proof of Mailing of Notices to County Commissioners and Soil Conservation District
EXHIBIT R Proof of Filing with County Clerk or Recorder
EXHIBIT S Permanent Man-Made Structures
Rule 1.6.2(l)(b) ADDENDUM 1 -Notice Requirements(sample enclosed)
Rule 6.5 Geotechnical Stability Exhibit(any required sections)
The instructions for preparing Exhibits A-S,Addendum 1,and Geotechnical Stability Exhibit are specified under Rule 6.4 and 6.5 and
Rule 1.6.2(1)(6)of the Rules and Regulations. If you have any questions on preparing the Exhibits or content of the information required,
or would like to schedule a pre-application meeting you may contact the Office at 303-866-3567.
- 5 -
Responsibilities as a Permittee:
Upon application approval and permit issuance, this application becomes a legally binding document. Therefore,
there are a number of important requirements which you, as a permittee, should fully understand. These
requirements are listed below. Please read and initial each requirement, in the space provided, to acknowledge
that you understand your obligations. If you do not understand these obligations then please contact this Office
for a full explanation.
1. Your obligation to reclaim the site is not limited to the amount of the financial warranty. You assume
legal liability for all reasonable expenses which the Board or the Office may incur to reclaim the affected
lands associated with your mining operation in the event your permit is revoked and financial warranty is
forfeited;
2. The Board may suspend or revoke this permit, or assess a civil penalty, upon a finding that the
permittee violated the terms or conditions of this permit, the Act, the Mineral Rules and Regulations, or that
information contained in the application or your permit misrepresent important material facts;
S`4. 3. If your mining and reclamation operations affect areas beyond the boundaries of an approved permit
boundary, substantial civil penalties,to you as permittee can result;
S`f 4. Any modification to the approved mining and reclamation plan from those described in your approved
application requires you to submit a permit modification and obtain approval from the Board or Office; .
- 5. It is your responsibility to notify the Office of any changes in your address or phone number;
6. Upon permit issuance and prior to beginning on-site mining activity, you must post a sign at the
entrance of the mine site, which shall be clearly visible from the access road, with the following information
(Rule 3.1.12):
•
a. the name of the operator;
b. a statement that a reclamation permit for the operation has been issued by the Colorado
Mined Land Reclamation Board; and,
c. the permit number.
d+7. The boundaries of the permit boundary area must be marked by monuments or other markers that are
clearly visible and adequate to delineate such boundaries prior to site disturbance.
- 6 -
8. It is a provision of this permit that the operations will be conducted in accordance with the terms and
conditions listed in your application, as well as with the provisions of the Act and the Construction Material
Rules and Regulations in effect at the time the permit is issued.
..)-' ` 9. Annually, on the anniversary date of permit issuance, you must submit an annual fee as specified by
Statute, and an annual report which includes a map describing the acreage affected and the acreage
reclaimed to date (if there are changes from the previous year), any monitoring required by the Reclamation
Plan to be submitted annually on the anniversary date of the permit approval. Annual fees are for the
previous year a permit is held. For example, a permit with the anniversary date of July 1, 1995, the annual
fee is for the period of July 1, 1994 through June 30, 1995. Failure to submit your annual fee and report by
the permit anniversary date may result in a civil penalty, revocation of your permit, and forfeiture of your
financial warranty. It is your responsibility, as the permittee, to continue to pay your annual fee to the
Office until the Board releases you from your total reclamation responsibility.
N/A 10. For joint venture/partnership operators: the signing representative is authorized to sign this document
and a power of attorney(provided by the partner(s)) authorizing the signature of the representative is
attached to this application.
NOTE TO COMMENTORS/OBJECTORS:
It is likely there will be additions, changes, and deletions to this document prior to final decision by the Office.
Therefore, if you have any comments or concerns you must contact the applicant or the Office prior to the
decision date so that you will know what changes may have been made to the application document.
The Office is not allowed to consider comments, unless they are written, and received prior to the end of the
public comment period. You should contact the applicant for the final date of the public comment period.
If you have questions about the Mined Land Reclamation Board and Office's review and decision or appeals
process, you may contact the Office at (303) 866-3567.
- 7 -
Certification:
As an authorized representative of the applicant, I hereby certify that the operation described has met the minimum
requirements of the following terms and conditions:
I. To the best of my knowledge,all significant, valuable and permanent man-made structure(s) in existence at the time
this application is filed, and located within 200 feet of the proposed affected area have been identified in this application
(Section 34-32.5-115(4)(e), C.R.S.).
2. No mining operation will be located on lands where such operations are prohibited by law(Section
34-32.5-115(4)(f),C.R.S.;
3. As the applicant/operator,I do not have any extraction/exploration operations in the State of Colorado currently in
violation of the provisions of the Colorado Land Reclamation Act for the Extraction of Construction Materials(Section
34-32.5-120,C.R.S.)as determined through a Board finding.
4. I understand that statements in the application are being made under penalty of perjury and that false statements
made herein are punishable as a Class 1 misdemeanor pursuant to Section 18-8-503,C.R.S.
Signed and dated this 9 day of August 1999 .
Mobile PreMix Concrete, Inc.
a Subsidiary of Lafarge Corp. If Corporation Attest(Seal)
Applicant/Operator or Company Name
Signed: r). 044.44../ Signed.
S"
orporatenSecretary or Equivalent
Title: ,$L4,.t l / an,sQ A4 114 Town/City/County Clerk
0.State of L.C)IC1Y(l(1O )
)ss
County of 1 1erN, Sri )
The foregoing instrument was acknowledged before me this q14-1 day of a ,,RI S,(4)F- 494 ,
byncAmi r E. 11ir'y rnnr-, as °Mecni(\c ) nKj r- ofcn ilea—t(n-fr- CjrrirriQ Jr-i'.
WOOD
A.
---° ).G.P;• . IAA�
, Notary Public
CI /`
n� an
r.)••:°Un 'O My Commission expires: -- - 'l1
'',7 OF
`‘...
SIGNATURES MUST BE IN BLUE INK
M:,AIMSHARE,VSFORMS,2823CO12.APP 02/10/99
TABLE OF (.:()N'r'rt:NTS
lt:XtiIBit' :!: 1. :_:: I)::siriptioii
EXHIBIT B: Vicinii_\ \lap
EXHIBIT t: Pre-\linir:,g1'\1ining Pan Map( t)!':\tIA:te,.! Lands
I:XIIIB1'I' I): \liiliii:. Plan
I?Xf1lIBr'1' I•:: IZi:::iamation Plan
r:X1Yl131'1' F: R Llainatic;n Plan Mal)
H;XH1131T (:: Water Information
Exhibit G-1: Well Location Map
Exhibit (i-?: State !n inecrs ( 111ce Well and Water Rights Tabulation
I�,XY11131'Y' II: \ 'ilclfil�' Information
Exhibit II-1: 1)ivision of VJildlili Letter
it:Xllll3r`r` Y: Sous Information
Exhibit I-I :: Soil Map
I:Xliit)it I-': >OII IJCSCrlptlon
IXI#1131'1' J: Vegetation Information
It:X1lY131' ' K: Climate Information
Exhibit K-1: Climate Data
EXHII3IT 1.: IZeciamation Costs
h:XHI1311' NI: Other l'ermils and I.ieenscs
,t'I Right to I s.,.
I�:?�1IIYilr� :�: Source c. t.e�=a1 ,.i .I)...,
F..Hhibit N-1 : Atlida\it
EXHIBIT 0: Owner(s) of Record or:Affected Land (Surface Area) and Owncrs lfSubstuni to
be \alined
EXHIBIT I': \Ittnicipalitics wiil)in
:1;1,1 . :1. 4)•ii!
l i)nser\anon i)1-Ii iei
EXHIBIT I2: l' <l;'i .11 l:t:•i:t)id,:'
1'..\.IIIKI I S:
EXHIBIT A
LEGAL DESCRIPTION
Rittenhouse Property:
A Parcel of land located in the Northwest Quarter of Section 19, Township 1 North, Range 66
West of the sixth Principal Meridian, Weld County, Colorado.
Parcel I :
Commencing at the northwest corner of the SF '/ of said Section 19;
Thence south along the west line of said quarter section a distance of 853 feet to the north line of
the Diamiana property described in Deed recorded in Book 529, Page 433;
Thence east along the north line of said Damiana property 264 feet;
Thence north and parallel to the west line of said quarter section a distance of 853 feet, more or
less, to the north line of the SF '/ of said Section 19;
Thence west a distance of 264 feet along the north line of said quarter section to the POINT OF
BEGINNING;
EXCEPT that portion thereof conveyed to the State Highway Commission of Colorado for
highway purposes in Special Warranty Deed recorded in Book 1401, Page 313, described as
fol lows;
BEGINNING at a point on the south property line from which the southeast corner of said
Section 19 bears south 54°04' east a distance of 301 1.2 leet;
thence along the south property line south 88°39' east a distance of 68.9 feet to the southeast
corner of the property;
Thence along the east property line north 0°25'30" west a distance of 856.8 feet to the east-west
quarter line of Section 19;
'thence along the east-west quarter line of Section 19 south 89°39' west a distance of 159.3 feet;
thence south 4° 48' east a distance of 535.9 feet;
thence south 18°50' east a distance of 103.1 feet;
thence south 4° 48' east a distance of 223.4 feet, more or less to the POINT OF BEGINNING
Parcel 2:
That parcel of the W % of the SE %a of Section 19, Township 1 North, Range 66 West, of the
Sixth Principal Meridian, Weld County, Colorado is described as follows:
BEGINNING at a point on the west line of the Sli '/ of said Section 19 which is 1310 feet North
of the southwest corner of the said SE Y of said Section 19:
Thence north 504 feet:
Thence cast 272 feet;
Thence south 504 feet:
Thence west 274 feet to the PLACE OF BEGINNING:
EXCEPT that portion thereof included within a parcel of land conveyed to John Schell and
Constantine Schell in Quit Claim Deed recorded in Book 1007. Page 39. described as follows:
BEGINNING at the point 247 feet east of the southwest corner of SW '/ of the SE '/ of said
Section 19:
Thence north to a point on the north line of said SW '/4 SF !4
Thence east 25 feet to a point;
Thence south to a point on the south line of said SW '/ SE '/ thence west 25 feet to the PLACE
OF BEGINNING; and
EXCEPT that portion thereof lying within the north 10 feet of the S % of the SE % and the south
20 feet of the N 1/2 of SE '/ of said Section 19 as conveyed to The Board of County
Commissioners of Weld County and to Weld County to he used and maintained as a public road
in Warranty Deed recorded in Book 1229, Page 556, and;
FXCI;PT that portion thereof conveyed to The State Highway Commission of Colorado for
highway purposes in Special Warranty Deed recorded in Book 1401, Page 313, described as
follows:
BEGINNING at a point on the north property line from which the southeast corner of said
Section 19 bears south 54°04' east a distance of 3011.2 feet;
Thence south 4°48' east a distance if 247.6 feet;
Thence along the arc of a curve to the to the left a distance 186.3 feet, the radius of which arc has
a length of 5805 feet, and the chord of which arc hears south 5°43' east a distance of 186.2 feet,
to the south property line;
Thence along the south property line north 89°50' east a distance of 32.8 feet to the east property
line;
Thence along the east property line north 0°25'30" west, a distance of 430.3 feet to the north
property line;
Thence along the north property line north 88°39' west a distance of 68.9 feet, more or less, to
the POINT OF BEGINNING.
ALSO,
Lots I and 2 of the SW 'A of Section 19, Township 1 North, Range 66 West of the Sixth
Principal Meridian.
McWilliams Property:
All that part of the NW '/ of Section 19, Township 1 North, Range 66 West of the 6`h P.M.
which lies west of the center line of the South Platte River, Weld County, Colorado,
EXCEPT:
A parcel of land located in the NV`,-' '/ of Section 19, Tt, o Iiip 1 North, Range 66 West of the 6
ffi
Principal Meridian, Weld County, Colorado, more particularly described as follows:
Commencing at the northwest corner of said Section 19, thence 500°11 '42" W, along the west
line of said NW `/a, a distance of 30.00 feet; thence N 90°00'00" F. along a line 30.00 feel south
,)1 and parallel VAiiL the north hue of said NW a rust inr c of 717.67 t.]ct (. tha Paint of
Beginning of said excepted parcel:
-'
1) Thence continuing along said parallel line. N 90°00'00" E, a distance of 882.35 feet to
the centerline of the main channel of the South Platte River (1997) and continuing along
said centerline the following 5 (five) courses;
2) "Thence S 22°21'23" W, a distance of 119.58 feet;
3) Thence S 33°19'22" W, a distance of 67.31 feet;
4) Thence S 43°51'39" W, a distance of 182.10 feet;
5) Thence S 46°41 '03" W, a distance of 182.88 feet;
6) Thence S 35°51'46" W, a distance of 4.35 feet;
7) Thence departing said centerline, N 90°00'00" W, a distance of 542.31 feet;
8) Thence N 00°33'48" E, a distance of 427.13 feet to the Point of Beginning of said
excepted parcel, containing 7.273 acres, more or less.
A-3
EXHIBIT I)
MINING PLAN
Mobile Pre-Mix Concrete, Inc., a subsidiary of Lafarge Corp. (herein Lafarge) proposes to mine
the property situated north of Weld County Road 6. south of Weld County Road 8 and
immediately west of State I Iighway 85. Lafarge supplies local, county, and state governments, as
well private industry with aggregate.
The site is bisected by the South Platte River. This mining operation will not disturb the South
Platte River.
The proposed permit area is 237 acres, of which 120 acres will be disturbed by mining. The
remainder of the property will consist of setbacks and road right-of-ways.
The site has been drilled and testing has verified that there are commercially marketable sand
and gravel deposits on the property. The deposit has 3-4 lbot average depth of overburden and a
28-30 foot average depth of sand and gravel. Lafarge will mine to the elaystone bedrock. The
mining face will be in the vertical to %z : I slope range.
Phasing
The Riverhend Operation will process approximately 800,000 tons of aggregate per year, and
mine between 10-15 acres a year. At this rate of mining they expect to mine and reclaim the site
in approximately 10 years. The rate of mining and overall life of the mine is dependent upon
demand.
Generally, we believe the mine will progress according to the following time table:
Mining Phase Duration of Tinze(yrs)�
Cell 1 1
Cell 2
Cell 3 2
Cell 4 4
Cells 2
Total 10
Mining in phases will limit the area of disturbance at any one time (see Fxhibit C). The phases
depicted in !:xhibit C are used to indicate the direction of mining. These phases are neither
representative of the maximum area of disturbance nor do they limit disturbance to a particular
phase.
Mining will commence by stripping \lining Cell 5 and the settling basin area (Mining Cal 1).
Cell I will then be excavated and the sealing basin created. The settling basin kill be used to
recycle wash water and remove lines.
n-I
The processing area contains the crushing and screening for the raw material. Some of the
material will be washed for use in the on-site concrete plant. An on-site asphalt plant will also
use some of the washed material. The processing area also includes a concrete casting facility
where concrete forms are made for construction projects.
The settling basin may be sectioned by berms. These berms will allow water accumulate in the
each section before spilling over into the next section. This procedure allows a large amount of
sediment to settle out of the water, so that the last section will have clean water. The clean water
can be reused for processing.
Mining will proceed to Cell 2 and progress as shown on Exhibit C.
Before the remaining cells are mined a dewatering trench will be constructed around portions of
their perimeters. A sump hole will he created at the lowest point of the dewatering trenches.
The sump holes and dewatering trenches will allow sediment to settle before the water is pumped
to the South Platte River using a groundwater discharge pump. Water may also be pumped into
adjoining cells.
Lastly, Cell 5 will be mined. As the area in Cell 5 is reduced in size, the processing equipment
will he moved closer to the south border of the property and eventually moved off-site. During
the life of the operation, the processing equipment will be a combination of portable and
stationary pieces.
Table D-1 outlines the maximum area of disturbance at any one time in the life-of-mine. Table
D-1 is based on disturbance in Cell 2. See Exhibit I. for more detail.
Sediment Basin 4 acres
Stripped ahead of Mining 10 acres
Active mining area 10 acres
Topsoil and overburden stockpiles 3 acres
Dewatering trench I acres
Roads 2 aces
Processing plant 27 acres
Lakeshore final graded with topsoil 2 acres
Lakeshore seeded 2 acres
Total Disturbed Area 61 acres
Lafarge will maintain a 200 feet setback from the South Platte River. a 25 feet setback from the
property boundary, and 25 feet setback from Weld County Road 6 and S. These setbacks are
labeled on Exhibit C.
Plait,. ttn ln, t' tbet,.,/en
VU�aC CllL i,l the South 1 iau� Rn..�, ii ;i�.;i`c�i .�� a .;, ,_ r .- .. ..
October 1st and May 1'`. During these low runoff months there is little risk of high river flows
and bank breaching.
D-2
Methods of Mining
LaFarge will use the same mining techniques as they have used at other mining operations. The
operation will be open pit dry mining. Mitigation of groundwater impacts are discussed in
Exhibit G.
Dozers, scrapers, haul trucks and/or rubber tired front end loaders will be used to first remove the
topsoil and overburden. 'they will strip enough land to keep ahead of the mining progress. The
topsoil will be stockpiled so not to impede flood waters. The same equipment will he used to
mine the sand and gravel. Field conveyors will transport the material from the mining face to the
processing area. When mining in Cell 4, a bridge over the River will carry the conveyor.
Material will be crushed, screened (sorted) and washed. A portion of the aggregate will he
processed into asphalt or concrete. The processing facilities are portable and/or stationery and
will be moved when Lafarge begins to mine Cell 5. An asphalt and concrete batch plant will be
located on-site.
Some of the processed material will he washed. "the settling basin will be located in the
southeast portion of the property near the wash plant.
Description of Equipment on Site
The equipment used at this operation is typical of what is used at sand and gravel mining
operations. 'the equipment will he placed on the south side or the property and includes but is
not limited to the following:
Processing Equipment
-Crushers, screens, field conveyors, wash plant, asphalt batch plant, concrete batch and
casting plant, and settling basin.
Earth Moving Equipment
-Tractor trailers, dozers, front end loaders, scrapers.
Miscellaneous
_ -Dewatering pumps, trailer/office. maintenance shop and equipment, sanitary facilities,
water trucks, truck scale, full tank, outdoor storage.
0-3
EXHIBIT E
RECLAMATION PLAN
The reclamation plan for the Riverhead Operation is two water storage reservoirs.
The access roads into the site from Weld County Road 8 and Weld County Road 6 and internal
roads will remain and used by vehicles for maintaining the reservoirs and oil wells. The culvert
over the McCann Seep will remain for access. An unimproved road around both reservoirs will
also remain.
Phasing
Reclamation will be concurrent with mining and therefore will be completed in phases.
Lafarge plans to mine to the claystone bedrock. The claystone is eroded on its surface and can
be moved by a dozer. However, some areas might not contain marketable sand and gravel down
to the bedrock. This area will remain exposed until the reservoir is filled with water.
Scrapers will be used to place overburden and claystone bedrock material along the reservoir
perimeter. Wheel compaction by scrapers will primarily be used to acquire the compaction
specification. Quality control will be used during lining operations to determine that compaction
is being achieved. This will include an evaluation and possible changes in the water
applications, lift thickness, and compaction method (wheel rolling, sheep's foot compactor, etc.)
_ During initial stages of the liner construction, several in-place tests will be done to determine if
the compaction method is sufficient to meet the standard proctor design. Thereafter Lafarge will
be conducting regular on-going compaction testing.
Reclamation begins as Cell 2 is mined, the overburden will be used immediately to backfill the
mined portion. As mining progresses, Lafarge will closely follow with backtilling of overburden,
capping with topsoil, and vegetating to minimize the amount disturbed at any one time. Once the
hackfilling gets to the proposed reservoir shoreline material will be graded to a 311:1V slope.
After the two reserviors have been reclaimed any remaining overburden and topsoil will be used
to cap the sediment basin. If there is not sufficient material to cap the settling basin, then the silts
accumulated from the washing process in the basin will provide a growing medium for plants.
Ground water may be exposed to encourage the development of wetlands in this area.
Processing Plant Site/Equipment
The processing plant equipment will be located on the south side of the property but will be
progressively relocated towards the southern property boundary as Cell 5 is mined. The concrete
foundations will be removed prior to mining. Al the final stage of mining Cell 5, ail die
equipment will be removed and unprocessed material will be hauled off. As shown on Exhibit F.
the oil well and power line poles along with the service roads will remain on the property after
reclamation is complete. Unless the operator makes provisions with the owner of the property to
remove the oil well or power line poles.
Grading
Grading will be done to provide stabilized shorelines around the reservoir. All hackfilling will
be done using native overburden, topsoil, and claystone. There are no known toxic materials in
the proposed backfill material.
All grading will be done to prevent erosion. Final grading will be done immediately after
topsoiling has been completed. Backfilling will be completed in phases after mining is
completed.
All slopes left by the mining operation will at a minimum be 311:I V and 211:1V at 10' below the
" water line.
Tot-moiling
Sufficient topsoil will be stockpiled for the reclamation process. Stockpiles remaining in place
longer than one growing season will be seeded with a fast growing cover to minimize erosion.
Handling of topsoil will be minimized by efficient sequencing of the mining. Topsoil will be
replaced at a depth of four to eight inches.
Stripped topsoil will he stockpiled parallel to the flow of water in order to reduce the risk of
inhibiting the flow of a flood. Throughout the mining phases, Lafarge will limit the amount of
topsoil stockpiled at any one time by continuously using it to cap backfilled areas.
Revegetation
The reclamation plan will revegetate all disturbed areas with appropriate seed mixes to minimize
erosion and reestablish natural terrain. Below is a seeding recommendation from the Soil
Conservation Service (SCS). At the time of seeding, the SCS will be consulted for any necessary
fertilizing.
Reseeding of the property will be done after an acceptable seedbed is prepared. Grass seed will
be planted with a drill equipped with depth bands and press wheels. The grass seed mix will
included drought resistant varieties and will be planted in either early spring or fall to ensure
germination.
Grasses planted in early spring should be warm season cover crops. .1'he permanent grass seed
should then be drilled into the cover crop in early fall without additional tillage. Grasses planted
in the early fall should be permanent grasses and covered with straw mulch at a rate of 2,000 lbs.
per acre immediately following seeding. The straw should then be crimped into the soil to
control erosion until the grass becomes established.
1 -2
GRASSES
Dryland mixture:
Grenville Switchgrass 0.5 #PLS/Ac.
Side-Oats Grama (Vaughn) 1.35 #PLS/Ac.
Lovington Blue Grama 0.3 #PLS/Ac.
Barton Western Wheatgrass 7 40 #PLS/Ac.
4.55 #PLS/Ac.
Application rate is for drilling the seed. If seed is to be broadcast, the application rate will he
doubled.
The planting of trees and shrubs is also part of the final reclamation plan. Below is the a list of
trees and shrubs that are suitable for this area.
TREES - No more than 25% of any one species. Trees and deep rooted plants will not be
planted near the reservoir liner to avoid problems with roots compromising the integrity of the
liner.
Willow (Salix spp.)
Hackberry ((Celtis occidentalis)
Ponderosa Pine( Pinus ponderosa)
Honeylocust(Gleditsia tricanthos inermis)
Scotch Pine (Pinus sylvestris)
Rocky Mountain Juniper (Juniperus scopulorum)
Narrowleaf Cottonwood (Populus angustifolia)
Sargent Cottenwood (Populus sargentii)
Lanceleaf Cottonwood (Populus acuminata)
SHRUBS - No more than 25% of any one species.
Winterfat (Ceratoides)
Sand Cherry ( Prunus besseyi)
Sumac (Rhus spp.)
Snowberry (Symphoricarpos albus)
Rabbit Bush (Chsothamus var.)
Native Plum (Prunus americana)
Siberian Peashrub (Caragana aborescens)
Tartarian Honeysuckle (Lonicera)
Common Purple Lilac (Syringa vulgaris)
Rosa Rugosa
If a significant invasion ot noxious weeds occurs, the area will he mowed periodically for
control. Weeds will be mowed before they go to seed throughout the first growing season.
Mechanical control will be used as a first priority. Chemical methods will only be used if no
other alternative produces acceptable results.
Wildlife
All activities will be planned considering the safety and protection of wildlife on the property.
Some species may be temporarily displaced by the mining activities. They are expected to re-
establish with no difficulty after the reclamation has been completed. Bald Eagles are known to
roost and feed along the South Platte River during the winter months. The mining will not
disturb the existing trees and the wildlife habitat along the South Platte River.
Water
Disturbance of the area will be done to minimize the effect on the prevailing hydraulic balance as
follows:
a) The operator shall comply with all applicable Colorado water laws.
b) The operator shall comply with all applicable Federal and State water quality laws
and regulations.
c) The operator shall comply with all Federal and State Requirements for dredge and
fill. This activity is not anticipated on-site.
L-t
EXHIBIT G
WATER INFORMATION
The Riverbend Operation is located in Weld County along the South Platte River approximately
three miles downstream of Brighton, Colorado. Highway 85 lies along the cast boundary of the
site while W.C.R. 8 & 6 from the north and south boundaries of the property, respectively. The
proposed mining operation will have minor impacts the South Platte River from depletions due
to evaporation and operational losses. The impacts can be mitigated without injury to senior
water rights.
Exhibit C includes a pre-mining plan that shows water resources on the property. The South
Platte River passes through the Riverbend Operation. No active irrigation ditches occur on the
property. One irrigation well is located on the property.
The mining of the Riverbend Operation will be completed in live phases and last approximately
10 years. As the material is removed, reclamation will follow with the construction of the
reservoir liner proceeding immediately behind. In the long term, the reclamation of the mine will
create two lined lakes with an approximate area of 113 acres.
Lafarge also owns water rights in the Fulton Ditch Company in the South Platte Basin. These
water rights can be used to fill the lined reservoirs created after reclamation. The available water
rights are summarized in the following table:
Ditch Company Number of Shares Owned by Lafarge Acre-feet per Share
Fulton Irrigation Ditch Co. 25 1.75
The site will be dry mined, and groundwater will only be exposed in the dewatering trench, the
collection area, and the wash pond. Prior to mining, a dewatering trench will be excavated
around the perimeter of the mining cells. Groundwater will flow along the trench by gravity
toward a collection basin where it will be allowed to settle out prior to pumping into the South
Platte River.
The property is located in the floodway of the South Platte River. All work in the floodplain will
use best management practices and conform to the Weld County Flood Hazard Regulations.
This will be documented in a Flood Hazard Development Permit.
During the mining operation, overburden and topsoil strippings will be placed directly on side
slopes to backfill to the proper slope configuration. Erosion caused by runoff from these
stockpiles will be directed into the pit, and will flow into the dewatering trench before reaching
the collection area and being pumped into the South Platte River.
The project lies in the valley fill deposit of the South Platte River. This is an unconfined alluvial
aquifer and consists of the sand and gravel that is being mined. the limns 01 the aquifer
correspond roughly to the limits of the floodplain. The depth to groundwater ranges from
approximately 4' to 5' depending on the formation of the underlying bedrock.
:i-i
It is estimated that sand and gravel underlying the overburden is between 28' to 30' thick. The
underlying bedrock is composed of a shale and claystone formation that extends to greater
depths.
Water Consumptive Use
Water use at the Riverbend Operation will include evaporation from exposed groundwater, water
used for washing sand and gravel, and water pumped for dust control of haul roads and
stockpiles, and water used in the hatching of concrete.
The mining operation will intercept the alluvial aquifer that supplies water to the South Platte
River. The evaporative losses at the site will consist of the exposed water within the dewatering
trench, the collection area, and in the 2.0 acre wash pond. Approximately 0.5 acre of water will
be exposed in the dewatering trench and collection area. Total exposed surface area will be
approximately 2.5 acres and will result in a net annual evaporation of 7.4 acre-ft.
_ There will be excavation and stockpiling of mined material on-site. The water contained in the
material when mined is considered a consumptive use. The operator anticipates that 800,000
tons of material will he mined and washed from the area annually. The moisture in the aggregate
would create a depletion of 17.7 acre-feet per year.
In addition, 6.1 acre-feet will be used at the concrete batch plant. The operation will also use 1.0
acre-foot of water in the production of asphalt.
Water will also be applied to haul roads and stockpiles for dust control from a 2,000 gallon
capacity water truck three days a week during the year. This results in a consumptive use of 1.5
acre-feet per year.
The total annual consumptive use associated with the mining operation is 33.7 acre-feet. All uses
are summarized as follows:
Evaporation 7.4 acre-feet
Water Used in Concrete Production 6.1 acre-feet
Water Used in Asphalt Production 1.0 acre-feet
Moisture Retained in Product 17.7 acre-feet
Dust Control 1.5 acre-feet
Total 33.7 acre-feet
G-2
Water Rights for Augmentation
- The water losses will be accounted for in an approved Substitute Water Supply Plan (SWSP)
submitted to the State Engineers office. As a component or the Substitute Supply Plan, the
operator will provide the necessary water rights for all water losses during the operation. A copy
- of the approved plan will be submitted to DMG when it is received. A court approved
augmentation plan will not be required for this site because it will be lined for water storage.
- Surrounding Water Rights
Exhibit G-1 shows the permitted and/or adjudicated water rights within 1/2 mile of the Riverbend
- Operation. Wells and water right tabulations obtained from the State Engineers Office were used
to locate the surrounding water rights and well permits located on Exhibit G-1. Although there
may be other wells in the area, they are not registered and permitted with The State Engineers
- Office. These tabulations are included in Exhibit G-2.
As required by the State Engineers Office, waiver agreements will be acquired from well owners
- within 600 feet of the pit.
If the dewatering of the Riverbend Operation creates an injury to the water rights of adjacent
- wells, Lafarge will take all necessary actions to protect those water rights.
Water Quality
An application for a NPDES Permit has been submitted to the Colorado Health Department for
the Riverbend Operation. This permit will be obtained before the mining operations discharge
groundwater into the South Platte River.
G-3
- /
1
1
Ir- ssre.. ' ly`O .Y3 .r.� I-T.. 1.,c
- . a i. • - it
I ill
,
. II a Y
945 29-/ - '.�� s
Y rl P ...� a J
t , I - r
_ 1 , • Of7MiO sW ‘.\\yi
2
is
49,3 I
.f % •' , •1 ,: ' • 4938 r 'r 24 4440
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TI'S r %// i. r N� M ., -
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I iit..;;; , -,•.,
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V ?'� 1 / / j A t� •I. 1 /
/ .... Bins .
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pioi/// / /%`��• rkI dependence j g
.-� n M' 450 .•..• i. �A �a.tk} ��%i//J"%� '�wa. - 01 6sAY 'f"/ . .
—
_ 4930
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r•• %T.! : t f ': Tank i .
+■ 717 ' ) R 13 • i
•
t
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i
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Plrs •V �._.�
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i
r <as...,,11._
r .� •■ i495, • .
I. -II J„
SOURCE OF INFORMATION:
U.S.G.S. 7.5 MINUTE FT.
LUPTON QUADRANGLE, STATE
2000 1000 0 2000 ENGINEERS OFFICE WATER
RIGHTS/WELL TABULATION
SCALE IN FEET UMW G-1
Dalai 3/12/99
.ran xa: 9.-132 MOBILE PREMIX CONCRE1E,INC.A SUBSIDIARY OF TGttloApplegate,IRc.
Drama KAIAK
Deign: LAFARGE CORP. _ drr9.1�9..v14rw.
uMOMo et-.i2nl
Modred: NH
—
RN 9ELY1P.Oq Ell/REMIND OPERATION,WELL LOCATION MAP a 0.04524611f'722
Saar.: 1..2000'(
REPORT DATE COLORADO WELLS,APPLICATIC ,AND PERMITS
WeE Apr 211338:30 MDT 1999 COLORADO DIVISION OF WATEk.<ESOUCES PncE1
PERMIT D CTY OWNER INFORMATION
ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WIR SEC LOC TWN P
CD DATE CD DATE WD MD OB USE DATE APR IRR AOFR YIELD DPTH LEV COORD OTRS SEC SHP RNG M
4180F 1 WEL CHIKUMA HARRY FORT LUPTON,CO 80621
2 0 1 07-12-1964 0 0 875.00 26 5 0,0 SENE 13 1N 67W 5
9219F 1 WEL CHIKUMA HARRY RT I BOX 201 FT LUPTON,CO 80621
2 0 1 04-26-1965 0 0 80000 28 5 0,0 SENE 13 IN 67W S
13360R 1 WEL CHIKUMA HARRY R 1 BX 201 FORT LUPTON,CO 80621
2 0 1 0 0 600.00 35 10 0,0 SENW 13 1N 67W S
97613 1 WEL CHIKUMA HARRY S. 3550 WELD CO.RD.23 FT.LUPTON,CO 80621
CA 04-05-1978 CA 02-15-1991 2 0 H 07-01-1978 0 0 11.00 614 180 2800N,1640W SENW 13 1N 67W S
158461 1 WEL CHIKUMA RICHARD 3570 W C R 23 FT LUPTON,CO 80621
EP 07-19.1990 EP 10-17-1992 2 0 0 3 0 0 GW 0 0 0 1800N,1850W SENW 13 1N 67W S
159407 1 WEL CHIKUMA MARY K 3570 WCR 23 FT LUPTON,CO 80821
NP 11-08-1990 AR 02-01-1991 2 0 0 8 0 0 KLF 0 0 0 1600N,2560W SENW 13 1N 67W S
46107 1 WEL ROSENBROCK DONALD W RT 1 BOX 198 FT LUPTON,CO 80621
2 0 8 06-02-1971 0 0 15.00 33 17 0,0 NWSW 13 1N 67W 6
98582 1 WEL LEWISRE ARVADA,CO 80002
NP 03-16-1978 SU 10-03-1984 2 0 0 8 03-13-1985 0 0 15.00 740 70 0,0 SWSW 13 1N 67W 5
- 119055 1 WEL LEON M NORTHGLENN,C080233
NP 09-07-1984 2 0 0 89 0 0 0 0 0 0,0 SWSW 13 1N 67W 5
- REPORT DATE COLORADO WELLS,APPLICATIONS ND PERMITS PAGE 1 .
Wed Apr 2113:53:23 MDT 1999 COLORADO DIVISION OF WATER RtdOUCES
PERMIT 0 CTY OWNER INFORMATION
ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TWN P
CD DATE CD DATE WD MD DB USE DATE APR IRR AOFR YIELD DPTH LEV COORD QTRS SEC SHP RNG M
a0636A 1 WEL SEBOLD E D FT LUPTON,CO 80621
— NP 05-15-1981 AR 07-01-1981 2 0 0 8 0 0 0 0 0 0,0 SESW 23 1N 67W S
128682 1 WEL NORDEN G FT LUPTON.CO 80621
NP 11-16-1982 RC 12-06-1982 2 0 0 89 0 0 0 0 0 0,0 NWNE 24 1N 67W S
34106 1 WEL ROBBINS JEAN&ART 2876 WELD COUNTY RD 923 FORT LUPTON,CO 80621
- NP RC 03-27-1990 2 0 0 8 06-12-1968 0 0 40.00 40 12 0,0 NWNW 24 1N 67W S
175245 1 WEL SCHARTON DIANNE 2876 WCR 23 FT LUPTON,CO 80621
NP 10-20-1993 AR 12-07-1993 2 0 0 8 9 L 0 0 GW 15.00 45 15 180N,100W NWNW 24 IN 67W S
157087 1 WEL SCHARTON RICHARD&DIANNE 271 S 15TH AVE BRIGHTON,CO 80601
EP 04-11-1990 EP 05-16-1992 2 0 0 8 9 L 0 0 GW 0 0 0 180N,100W NV94W 24 1N 67W S
164726 1 WEL VARGAS LEONARD J 650 S 5TH BRIGHTON,CO 80501
NP 04-24-1992 AR 05-05-1992 2 0 0 8 0 0 GW 15.00 27 10 1164N,128W NWNW 24 1N 67W S
_ 147296 1 WEL STOLZ JOHN HENRY JR. 11533 WCR 96 FT.LUPTON,CO 80621
2 0 8 1231-1989 0 0 15.00 48 0 2400N,2100W SENW 24 1N 67W S
I47296A 1 WEL STOLZ JOHN H. FT.LUPTON,CO 80621
NP 03-09-1987 SA 2 0 0 8 10-02-1987 0 0 GW 0 0 0 0,0 SENW 24 1N 67W S
- ) 1 WEL ASPHALT PAVING CO/JIM SAMPSON 14802 W 44TH AVE GOLDEN,CO 80403
AP 06-26-1998 AU 12-11-1998 2 0 0 0 G 0.00 0.00 GW 0.00 0 0 0,0 NENE 25 1N 67W S
179405 1 WEL ASPHALT PAVING CO 14802 W 44TH AVE GOLDEN,CO 80403
NP 04-26-1994 AR 06-21-1994 2 0 0 Q M 0.00 0 OW 0.00 10 4 820N.1318E NENE 25 IN 67W S /0
-
179406 1 WEL ASPHALT PAVING CO 14802 W 44TH AVE GOLDEN,CO 60403
NP 04-26-1994 AR 06-21-1994 2 0 0 Q M 0.00 0 GW 0.00 10 4 80N,1300E NENE 25 1N 67W S /
2927MH 1 WEL ASPHALT PAVING CO 14802 W 44TH AVE GOLDEN,CO 80403
MH 05-27-1994 2 0 0 Q M 0.00 0 OW 0.00 0 0 0,0 NENE 25 1N 67W S
2928MH 1 WEL ASPHALT PAVING CO 14802 W 44TH AVE GOLDEN,CO 60403
MH 05-27-1994 2 0 0 G M 0.00 0 GW 0.00 60 52 0,0 NENE 25 1N 67W S
2155F 1 WEL ASPHALT PAVING CO 14602 W 44TH AVE GOLDEN,CO 80403
-'' NP 04-04-1991 SA 01-03-1995 2 0 0 Q G 05-03.1994 0 0 GW 0 0 0 0,0 NENE 25 1N 67W S /1
31 1 WEL AERTS STEPHEN E P O BOX 301 BRIGHTON,CO 80601
2 0 8 08-12-1967 0 0 20.00 33 4 0,0 NWNE 25 1N 67W S
76976 1 WEL ASPHALT PAVING CO 14802 W 44TH AVE GOLDEN,CO 80403
- CA 02-28-1994 CA 06-26-1995 2 0 0 0 M 0.00 0 GW 0.00 0 0 100N,2120E NWNE 25 1N 67W S
1055VE 1 WEL MORALES VICTORIA&TOM 11511 EOWARD ST FT LUPTON,CO 80621
AV 03#1991 2 0 0 8 0 0 GW 0 0 0 275N,2590E NWNE 25 1N 67W S
58808 I WEL ALATORE TONY D 1786 MARY AVE FT LUPTON,CO 80621 LOT 1 BLK 20 WATTENBERG TOWN OF
-
NP 10-01-1990 AR 10-11-1990 2 0 0 89 12-31-1840 1.50 0 GW 5.00 15 0 1268N,1880E NWNE 25 1N 67W 5
59627 1 WEL MORALES VICTORIA 11511 EDWARD ST FT LUPTON,CO 80621
NP 03-04.1991 2 0 0 8 0 0 GW 15.00 45 0 275N,2590E NWNE 25 1N 67W 5
59627A 1 WEL MORALES VICTORIA 11511 EDWARD ST FT LUPTON,CO 80821 LOT 17 BLK 11 WATTENBURG TOWN OF
NP 03-04-1991 2 0 0 6 0 0 GW 15.00 40 12 275N,2590E NWNE 25 1N 67W S
59833 1 WEL DEHERRERA ART 11522 W C R 6 FT LUPTON,CO 80621 LOT I BLK 21 WATTENBERG
AB 03-28-1991 AB 04-29-1992 2 0 0 H 11-07-1953 0.30 0 OW 15.00 45 0 1298N 1840E NWNE 25 IN 67W S
- 59833A 1 WEL DEHERRERA ART 11522 W C R 6 FT LUPTON,CO 80621 LOT 1 BLK 21 WATTENBERG
NP 03-2B-1991 2 0 0 H 0 0 GW 15.00 40 14 1288N 1630E NWNE 25 1N 67W S
59832 1 WEL DEHERRERA TOM 1736 MARY AVE FT LUPTON,CO 80621 LOT 21 BLK 11 WATTENBERG
AB 03-28-1991 AB 04-27-1992 2 0 0 H 08-28.1954 0.30 0 GW 15.00 35 0 95N,2600E NWNE 25 IN 67W S
- i9832A 1 WEL DEHERRERA TOM 1736 MARY AVE FT LUPTON,CO 80621 LOT 21 BLK 11 WATTENBERG
NP 03-28-1991 2 0 0 8 0 0 OW 15.00 40 10 106N,2570E NWNE 25 1N 87W S
19830 1 WEL MORALES TOM 11531 EDWARD ST FT LUPTON,CO 80621 LOT 28 BLK 11 WATTENBERG
AB 03.28-1991 AB 05-18-1991 2 0 0 8 0 0 GW 15.00 40 0 190N 2440E NWNE 25 1N 67W S
f9830A I WEL MORALES TOM 11531 EDWARD ST FT LUPTON,CO 80621 LOT 28 BLK 11 WATTENBERG
NP 03-28-1991 PI 2 0 0 8 0 0 GW 2.00 40 9 180N,2430E NWNE 25 1N 67W 5
- REPORT DATE COLORADO WELLS,APPLICATIC AND PERMITS PAGE 2
Wed Apr 2113:53:23 MOT 1999 COLORADO DIVISION OF WATEk RESOUCES
- PERMIT 0 CTY OWNER INFORMATION
ACTIVITY STATUS 1ST USED MN AREA GEOL WELL WELL WTR SEC LOC TWN P
--_, CD DATE CD DATE WD MD DB USE DATE APR IRR AQFR YIELD DPTH LEV COORD QTRS SEC SHP RNG M
161307 1 ML MORALES JOHN 11510 EDWARD ST FT LUPTON,CO 80621 LOT 21 BLK 12 WATTENBERG
- NP 07-16-1991 2 0 0 8 04-23-1951 1.00 0 GW 15.00 40 0 474N,2580E NWNE 25 114 67W S
161307A 1 WEL MORALES JOHN 11510 EDWARD ST FT LUPTON.CO 80621 LOT 21 BLK 12 WATTENBERG
NP 07-16-1991 2 0 0 8 0 0 GW 15.00 40 3 36314.2540E NWNE 25 IN 67W S
91335VE 1 WEL MORALES JOHN 11510 EDWARD ST FT LUPTON.CO 60621 LOT 21 BLK 12 WATTENBERG
AV 08-20.1991 2 0 0 8 0 0 GW 0 0 0 363N,2540E NWNE 25 94 67W S
47868F 1 ML ASPHALT PAVING CO 14802 W 44TH AVE GOLDEN,CO 80403
EX 10.17-1996 EX 01-16-1998 2 1 5 0 0 KLF 0 0 0 50N,1350E NWNE 25 114 67W S
_ 16006F I ML WATTENBERG IMPROV ASSOC. RT 1 BOX 145 FORT LUPTON,CO 80621
2 0 2 01-01-1971 0 0 30.00 44 10 483N,300E SWNE 25 1N 67W S
5283AD 0 WEL WATTENBERG IMP.CORP.ASSN, FT.LUPTON,CO 80621
AD 0 0 0 2 0 0 0 0 0 0.0 SWNE 25 1N 67W S
- 28700F 1 WEL GALLICIA C FT LUPTON,CO 80621
NP 07-06-1983 RC 03-09-1984 2 0 0 2 0 0 GW 0 0 0 0.0 SWNE 25 1N 67W S
160706 1 ML ARCHULETA VENTURA S 1621 CAROLINE AVE FT LUPTON,CO 80621
AB 06-14-1991 AB 08-30-1991 2 0 0 6 05-22-1947 1.00 0 GW 15.00 40 0 1990N,2240E SWNE 25 1N 67W S
- 160706A 1 ML ARCHULETA VENTURA S 1621 CAROLINE AVE FT LUPTON,CO 80621
NP 06-14-1991 2 0 0 8 0 0 GW 15.00 39 5 199014.2360E SWNE 25 IN 67W S
161588 1 ML GIRON ROBERT L 1643 CAROLINE AVE FT LUPTON,CO 80821 LOT 5-10 BLK 24 WATTENBERG
AB 07-16-1991 AB 08-27-1991 2 0 0 8 09-26-1944 1.00 0 GW 20.00 40 0 2176N,2280W SWNE 25 IN 67W S
-
161588A 1 ML GIRON ROBERT L 1643 CAROLINE AVE FT LUPTON,CO 80621 LOT 5-10 BLK 24WATTENBERG
NP 07-16-1991 PI 2 0 0 8 0 0 'GW 15.00 39 13 21761(2310W SWNE 25 IN 67W S
91336VE 1 ML GIRON ROBERT 1643 CAROLINE AVE FT LOOM,CO 80621 LOT 6 BLK 24 WATTENBERG
- AV 08-20-1991 2 0 0 8 0 0 GW 0 0 0 217641.2310E SWNE 25 IN 67W S
13320F 1 ML DITIRRO JOHN DENVER.CO 80202
2 0 3 10-01-1968 0 0 60.00 48 10 00 NENW 25 1N 67W S
13662R 1 MI. PERRY LEONA M RT I BX 137 FORT LUPTON,CO 60621
�_,‘
2 0 1 0 0 400.00 10 7 0,0 SENW 25 1N 67W S
136638 1 ML PERRY LEONA M RT 1 BX 137 FORT LUPTON,CO 80621
2 0 1 0 0 400.00 14 8 0,0 SENW 25 IN 67W S
176977 1 ML ASPHALT PAVING CO 14802 W 44TH AVE GOLDEN,CO 60403
CA 02-28-1994 CA 06-28.1995 2 0 0 D M 0.00 0 GW 0.00 0 0 152014.3640E SENW 25 1N 67W S
22044 1 ML PRIOLA GEORGE&DITIRRO JOHN 7740 E 96TH AVE HENDERSON.CO 60640
2 0 8 11-09-1964 0 0 20.00 800 60 00 SAMW 25 1N 67W S
22340A 1 ML BLACK STEVE FT.LUPTON,CO 00621
NP 02-24-1982 2 0 0 89 0 0 GW 0 0 0 0,0 NESW 25 1N 67W S
22340 1 ML BLACK STEVE BRIGHTON,CO 80601
2 0 8 12-23-1964 0 0 8.00 35 10 0.0 NWSW 25 1N 67W S
- 188919 1 ML HILL CLARENCE W8.JANE R 1158 WELD CNTY RD 23 112 BRIGHTON,CO 80601
NP 02-13-1995 AR 04-10-1995 2 0 0 8 0.33 0 GW 6.00 22 0 8758.1450W SESW 25 1N 67W S
97074VE 1 ML HUBER GARY 1058 WCR 2312 BRIGHTON.CO 80601
AV 03-18-1997 2 89 0 0 20.00 30 11 3005,1460W SESW 25 1N 67W S
- 202399 1 ML HUBER GARY 1058 WCR 423 1/2 BRIGHTON,CO 80601
NP 03-18-1997 2 8 06-01-1953 1.00 0 GW 15.00 60 0 3005,1450W SESW 25 1N 67W S
202399A 1 ML HUBER GARY 1058 WCR#23 1/2 BRIGHTON,CO 80601
NP 03-18-1997 2 8 0 0 OW 15.00 30 11 300S,1460W SESW 25 1N 67W 5
0 1 ML CO SAND 8 GRAVEL C/O 6999 YORK ST DENVER,CO 80229 GRAVEL PIT
AP 06.14-1990 AU 06.22-1990 2 0 0 0 G 0 0 OW 0 0 0 0,0 NE 26 IN 67W S
REPORT DATE COLORADO WELLS,APPLICATIO' AND PERMITS PAGE 1
WYO Apr211329:29 MDT 1999 COLORADO DIVISION OF WATER F ESOUCES
PERMIT 0 CTY OWNER INFORMATION
ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TWN P
CD DATE CD DATE WD MD DB USE DATE APR IRR AQFR YIELD DPTH LEV COORD OTRS SEC SHP RNG M
86290 1 WEL HANSEN CLEM 14037 WELD COUNTY RD 8 FT LUPTON,CO 80621
NP 09-07-1976 2 0 0 89 10-05-1976 0 1.00 12.00 885 268 755,200W SWSW 16 1N 66W S
96269 1 WEL ADAMS WAYNE H. 13770 RD.10 FT.LUPTON,CO 80621
2 0 9 02-09-1978 0 0 3.00 52 20 50014.1100E NENE 17 1N 66W S
35596 1 WEL ADAMS WAYNE H RT 2 BOX 22A FT LUPTON,CO 80621
2 0 8 10.19-1968 0 0 20.00 840 130 0,0 NWNE 17 1N 66W 5
91236VE 1 WEL SACK LEROY B BRENDA 13540 WELD CNTY RD FT LUPTON.CO 80621
AV 06-27-1991 2 0 0 8 0 0 GW 15.00 40 14 11211,1544E NWNE 17 1N 66W 5
161305 1 WEL SACK LEROY 8 BRENDA L 13540 WCR 10 FT LUPTON,CO 80621
NP 07-02-1991 2 0 0 89 04-01-1952 0.19 0 GW 15.00 100 0 112N,1544E NWNE 17 IN 66W S
161305A 1 WEL SACK LEROY B BRENDA L 13540 WCR 10 FT LUPTON,CO 80621
NP 07-02-1991 WA 07-26-1991 2 0 0 89 0 0 OW 15.00 40 14 112N,1544E NWNE 17 IN 66W S
12014R 1 WEL VILLANO RALPH S.8 ROBERT L. 540 LEO LANE DENVER,CO 80221
2 0 1 0 0 1000.00 58 14 0,0 NWNW 17 IN 66W S
68789 1 WEL VILLANO RALPH S 540 LEO LANE DENVER,CO 80221
1 0 8 07-13-1973 0 100 15.00 40 18 250N,200W NWNW 17 IN 66W S
- 41966F 1 WEL VILLANO FARMS 13050 W C R 10 FT LUPTON.CO 80621
NP 12-29-1992 SA 08-22-1994 2 0 0 3 03-30-1993 0 0 .GW 50.00 60 23 300N,225W NWNW 17 IN 66W S
121370AD I WEL VILLANO FARMS 13050 WCR 10 FT LUPTON,CO80621
AD 04-02-1992 AR 2 0 0 3 0 0 GW 0 0 0 300N,500W NWNW 17 1N 66W S
- 11214R 1 WEL TEPE EVELYN&EDWIN W RT 1 BOX 293 BRIGHTON,CO 80601
2 0 1 0 0 350.00 28 13 0.0 SENW 17 1N 66W S,.
11215R I WEL TEPE EDWIN W 8 EVELYN RT 1 BOX 293 BRIGHTON.CO 80601
2 0 1 0 0 350.00 40 13 0.0 SENW 17 1N 66W 5
24152F 1 WEL ABLE JOHN B 7290 MAGNOLIA ST COMMERCE CITY.CO 80022
NP 02-06-1979 2 1 0 0 712.00 44 18 263014.1000W SWNW 17 1N 66W S
0 1 WEL GARTRELL HARLAN 13943 RD 8 FORT LUPTON,CO 80621
AP 10-06-1998 AU 11-25-1998 2 H 0 0 LKA 0 0 0 14005300E NESE 17 IN 66W S
17203 1 WEL BROWN WILLIAM E 901 RIDGECREST MONTERY PK,CA 0
2 0 8 08-26-1963 0 0 10.00 34 19 0,0 NWSE 17 IN 66W S
79086 1 WEL HUETT RICHARD A RT 2 BOX 82 FT LUPTON,CO 80621
NP 04-29-1975 2 0 89 01-01-1918 0 60.00 30.00 90 0 13505,1420E NWSE 17 1N 66W S
79088A 1 WEL HUETT RICHARD A RT 2 BOX 82 FT LUPTON,CO 80621
NP 04-29-1975 SP 07-10-1975 2 89 0 0 23.00 866 200 13605,1420E NWSE 17 1N 66W S
30950 1 WEL VANTAGE BUILDERS 6301 W44TH WHEATRIDGE,CO 80033
2 0 8 05-19.1967 0 0 10.00 41 21 0,0 SESE 17 IN 66W S
31522 1 WEL RIDDLE DALE RT 1 BOX 22 FT LUPTON,CO 80621
2 0 8 07-13-1967 0 0 14.00 44 16 0,0 SESE 17 IN 66W S
31522A 1 WEL RIDDLED HUDSON.CO 80642
NP 03-01-1977 2 0 0 8 0 0 0 0 0 0.0 SESE 17 IN 66W S
30914F 1 WEL GARTRELL HARLAN 13767 ROAD B FT LUPTON,CO 80621
EP 03-28-1985 EP 11-25-1989 2 0 0 0 5 0 0 KA 0 0 0 4805,385E SESE 17 1N 66W S
- 30915F 1 WEL GARTRELL HARLAN 13767 ROAD B FT.LUPTON,CO 80621
EP 03-28-1985 EP 11-25-1989 2 0 0 2 5 0 0 KLF 0 0 0 5305,385E SESE 17 IN 66W 5
161077 1 WEL GARTRELL HARLAN 13767 RD B FT LUPTON,CO 80621 LOT A RECORDED EXEMPTION 1238
EP 01-29-1991 EP 08.12-1993 2 0 0 II 0 0 LKA 0 0 0 12005,350E SESE 17 IN 66W S
216892 1 WEL BUROUGH KEN 7345 DENVER AVE FORT LUPTON,CO80621
NP 03-25-1999 2 8 12-31-1940 0 0 OW 15.00 350 0 1005,1150E SESE 17 1N 66W S
30949 1 WEL PAGE THOMAS STAR RT HUDSON.CO 80842
2 0 8 06-02-1967 0 0 10.00 51 33 0,0 SWSE 17 1N 66W S
33417 1 WEL ROUTSON JOSEPH G RT 2 BOX 34 FT LUPTON,CO 80621
2 0 8 04-24-1968 0 0 35.00 850 86 0,0 SWSE 17 1N 66W S
- REPORT DATE COLORADO WELLS,APPLICATIC AND PERMITS
Wa6 Apr 2113:29:29 MDT 1999 COLORADO DIVISION OF WATER KESOUCES PAGEz
PERMIT D CTY OWNER INFORMATION
ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TWN P
CD DATE CD DATE WD MD DB USE DATE APR IRR ADFR YIELD DPTH LEV COORD OTRS SEC SHP RNG M
218891 1 WEL BUROUGH KEN 734 5 DENVER AVE FORT LUPTON,CO 80621
NP 03-25-1999 2 8 12-31-1840 0 0 GW 15.00 800 0 20051350E SWSE 17 1N 66W S
11384R 1 WEL DAVIS ERNEST B R F D2 BX 28 FORT LUPTON,CO 80621
2 0 1 0 0 950.00 42 18 0,0 NWSW 17 1N 66W S
29992 1 WEL PENFOLD DONALD K RT 2 BOX 26A FT LUPTON,CO 80621
2 0 8 03-10-1967 0 0 44.00 60 17 0,0 NWSW 17 1N 66W S
30803 1 WEL VANTAGE ACRES 6301 W 44TH WHEATRIDGE,CO 80033
2 0 6 06-08-1967 0 0 28.00 69 28 0,0 NWSW 17 1N 66W S
38595 1 WEL PENFOLD DONALD K RT 2 BOX 63 FT LUPTON.CO 80621
2 0 8 07-22-1969 0 0 20.00 50 16 0,0 NWSW 17 1N 66W S
48366 1 WEL KNIGHT ARTHUR L 3620 YORK ST DENVER,C080205
2 0 8 08-19.1971 0 0 0 0 0 0,0 NWSW 17 1N 66W S
- 50692 1 WEL SMEE JAMES C.8 LOIS D. 210 1ST ST,APT A FT.LUPTON.CO 80621
2 0 8 04-15-1972 0 1.00 15.00 28 16 0,0 NWSW 17 1N 66W 5
57281 1 WEL HOLLENBECK MERLYN&DORTHY 979 S TELLER ST LAKEWOOD,CO 80215
2 0 8 04-24-1972 0 0 15.00 55 24 0.0 NWSW 17 1N 66W S
- 11384R 1 WEL ABLE J B COMMERCE CY,CO 80022
NP 02-06.1979 2 0 0 1 0 0 0 0 0 0,0 NWSW 17 IN 66W 5
107331A 1 WEL SMEE LOIS 3402 WELD CO RD 27 FT LUPTON,C080621
NP 05-04-1979 AR 05-17-1979 2 0 0 8 04-10-1980 0 0 15.00 38 20 20285,400W NWSW 17 IN 66W 5
111673 1 WEL FRONT RANGE HA HUDSON,CO 80642
NP 10-02-1979 2 0 0 3 0 0 10.00 40 16 0,0 NWSW 17 1N 66W S
20582R 1 WEL DITIRRO JOHN JR. RT.2 BOX 30 FT LUPTON,CO 80621
2 0 1 05.22-1944 0 0 750.00 44 22 0.0 SESW 17 1N 66W S
20582RR 1 WEL VILLANO BROTHERS FARMS 13050 WCR 10 FT LUPTON,CO 80621
NP 11-04-1994 SA 12-07-1995 2 0 0 1 03-29-1995 0 0 GW 750.00 49 20 2505,1400W SESW 17 1N 66W S
6418F i WEL DITIRRO JOHN JR RTI BOX 169 FT LUPTON,CO 80621
2 0 1 11-03.1964 0 0 1200.00 53 17 0,0 SWSW 17 IN 66W S
19490R 1 WEL WATADA BROTHERS RT 2 BOX B FT LUPTON,CO 80621
2 0 1 0 0 450.00 44 20 0,0 SWSW 17 1N 66W 5
30529R 1 WEL VANTAGE ACRES 6301 W 44TH VMEATRIDGE,CO 80033
2 0 8 05-13-1967 0 0 14.00 53 28 0.0 SWSW 17 IN 66W S
30529S 1 WEL VANTAGE ACRES 6301 W 44TH VMEATRIOGE,CO 80033
1 0 8 05-13-1967 0 0 14.00 53 28 0.0 SWSW 17 1N 66W S
35294 1 WEL VANTAGE BUILDERS INC 6301 W 44TH AVE VMEATRIDGE,CO 80033
2 0 8 09-17-1968 0 0 10.00 52 28 0,0 SWSW 17 IN 66W S
58499 1 WEL DIEKROEGER WILLIAM R 19451-195TH AVE HUDSON,CO 80642 LOT 11 FIL 1 VANTAGE ACRES
NP 04-11-1972 2 0 0 89 04-06-1973 0 0 OW 10.00 42 22 635.336W SWSW 17 IN 66W S,
- 6418FR 1 WEL VILLANO BROS 13050 WCR 10 FT LUPTON,CO 80621
NP 01-18-1990 2 0 0 1 0 0 GW 1200.00 44 21 150S,1000W SWSW 17 IN 66W S
6843F 1 WEL ROSSI RAYMOND L B ANITA M 19150 WCR 10 HUDSON,CO 80642
RC 03-02-1992 2 0 0 1 03-17-1965 0 0 1200.00 90 SS 0,0 NENE 18 IN 66W S
- 158809 1 WEL RANKIN CLAYTON M&STEPHANIE E 12749 WCR B 1/2 FT LUPTON,CO 80621
NP 08-17-1990 AR 09-19-1990 2 0 0 8 09-15-1958 1.00 0 GW 9.50 50 0 265N,1390E NWNE 18 IN 66W S
11383R 1 WEL PALOMBO PETE F e MARY J 599D BROOKS DR ARVADA,CO 80001
2 0 1 0 0 1100.00 35 14 0,0 SENE 18 IN 66W S
- 67131 1 WEL PALOMBO PETER F RT 3 BOX 189 D 3 BRIGHTON,C0 80601
2 0 8 04-10-1974 0 0 15.00 70 20 2300N,850E SENE 18 IN 66W S
1408R 1 WEL SASAKI BROS RT 1 BOX 161 BRIGHTON,CO 80601
2 0 0 1 04-15-1937 0 0 1200.00 50 16 0.0 SANE 18 1N 66W S
55276 1 WEL ROBERTS CLEON 0 RT 1 BOX 796 FT LUPTON,CO 80621
NP 03-23-1972 2 0 0 8 06-27-1972 0 1.00 GW 22.00 35 14 0,0 SWNE 18 1N 66W S
- REPORT DATE COLORADO WELLS,APPLICATIOI AND PERMITS PAGE 3
Wed A4w 2113:2929 MDT 1999 COLORADO DIVISION OF WATER neSOUCES
PERMIT 0 CTY OWNER INFORMATION
ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TW4 P
CD DATE CD DATE WD MD 08 USE DATE APR IRR AOFR YIELD DPTH LEV COORD OTRS SEC SHP RNG M
89440 1 WEL OGILVIE DANIEL 12678 WELD C R 81/2 FT.LUPTON,CO 80621
- 2 0 8 09-17-1977 0 0 0 150 0 2595N,3284W SWNE 18 IN 66W S
127052 1 WEL GURULE ALFRED 5. 2812 TATE AVE.FT.LUPTON,CO 80621
2 0 8 04-20-1984 0 1.00 15.00 60 18 2595N,3284W SWNE 18 1N 66W S
134524 1 WEL SOMERS ROBERT L. FT.LUPTON,CO 80621
EX 11-04-1983 WA 2 0 0 89 0 0 KA 0 0 0 0,0 SWNE 18 1N 66W S
150833 1 WEL SOMERS ROBERT FT.LUPTON,CO 80821
NP 02-22-1988 EP 04-01-1990 2 0 0 89 0 0 KA 0 0 0 0,0 SWNE 18 1N 66W S
157524 1 WEL SOMERS ROBERT L 12651 WELD CNTY RD B 1/2 FT LUPTON,CO 80621
NP 04-02-1990 AR 06-11-1990 2 0 0 89 0 0 KLF 14.00 820 284 2300N,1850E SWNE 18 IN 66W S
163349 1 WEL SASAKI FARMS 1821 WCR 27 BRIGHTON,CO 80601
NP 03-17-1992 2 0 0 8 9 L 0 0 GW 15.00 41 19 2605N,1370E SWNE 18 1N 66W S
- 37341 1 WEL WATADA ALBERT RT 2 BOX 56 FT LUPTON,CO 80621
2 0 8 04-03.1969 0 0 20.00 51 19 0,0 NENW 18 IN 66W S
6698AD 0 WEL CHIKUMA HARRY S. FT.LUPTON,CO 80621
AD 0 0 0 1 0 0 0 0 0 0,0 SWNW 18 1N 66W 5
- 0 1 WEL MITCHELL ANNE M 25000 WCR 8 KEENESBURG,CO 8C643
AP 04-15-1999 I 8 0 0 LKA 0 0 0 27005,450W SVVNW 18 IN 66W S
10809R 1 WEL MALARA JOHN J 8 JERI E 3285 WCR 27 FT LUPTON,CO 80821
NP 04-20-1960 OC 08-01-1995 2 0 1 0 0 GW 760.00 45 20 0,0 NESE 18 1N 66W S
122648A 1 WEL MALARA JOHN J&JERI E 3285 WCR 27 FT LUPTON,CO 80621
NP 10-01-1981 OC 06-05-1995 2 0 0 H 0 0 GW 18.00 45 21 13505,150E NESE 18 1N 68W S
122648 1 WEL MALARA CLYDE&MARGARET 931 WELD CO RD 27 BRIGHTON.CO 80601
NP 10-07-1981 2 8 1.00 0 GW 0 0 0 25203,40E NESE 18 IN 66W S
157135 1 WEL WAGNER BERNARD 14801 E 144TH AVE BRIGHTON,CO 80601
NP 05-01-1990 2 0 0 8 06-01-1930 1.00 0 GW 15.00 50 0 13865,1412E NWSE 18 IN 66W S
157135A 1 WEL WAGNER BERNARD 14801 E 144TH AVE BRIGHTON,CO 60601
- NP 05-01-1990 EP 05-25-1992 2 0 0 8 0 0 GW 0 0 0 13965,1412E NWSE 18 1N 66W S
7280R 1 WEL VILLANO BROS FARMS 13050 WC RD 10 FT LUPTON,CO 80621
NP 01-14-1971 OC 04-09-1997 2 0 1 06-01-1955 0 0 GW 1250.00 0 0 24N,1200W SESE 18 1N 66W S
194905 1 WEL VILLANO BROS FARMS 13050 WC RD 10 FT LUPTON,CO 80621
NP 07-01-1976 OC 04-09-1997 2 0 1 04-01-1977 0 80.00 GW 1250.00 40 18 200N,600E SESE 18 1N 66W S
99034 1 WEL WATADA BROS 2292 WELD CO RD FT LUPTON,CO 80621
2 0 8 08-04-1978 0 1.00 15.00 51 18 7006,300E SESE 18 'IN 66W S
153831 1 WEL SASAKI JOE 1821 WCR 27 BRIGHTON,CO 80601
NP 02-24-1989 AR 03-15-1989 2 0 0 8 10-31-1950 1.00 0 GW 15.00 40 0 506,2350E SWSE 18 IN 66W S
I53631A 1 WEL SASKI JOE 1821 WCR 27 BRIGHTON,CO 80601 ,/
NP 02-24-1989 2 0 0 8 0 0 GW 15.00 40 20 655,2400W SWSE 18 1N 66W S 1
-. 12259F 1 WEL GETZ HELMER RTI BOX 88 FT LUPTON,CO 80621
2 0 1 08-01-1957 0 0 200.00 15 0 0,0 NWSW 18 IN 66W S
12258F 1 WEL GETZ HELMER RT 1 BOX 88 FT LUPTON,CO 80621
2 0 1 0 0 300.00 32 6 00 SESW 18 1N 66W S
- 176978 1 WEL US GEOL SURVEY DENVER FEDERAL CTR BOX 25046 MIS 415 DENVER,CO 80225
NP 02-08-1994 AR 03-11-1994 2 0 0 0 M 0.00 0 GW 0.00 0 0 2005,1500W SESW 18 IN 66W S
166447 1 WEL LAMB GEORGE R 12367 WCR 8 FT LUPTON,CO 80621 Z
NP 09-18-1992 2 0 0 89 04-15-1907 1.00 0 GW 10.00 40 0 200S,1850W SESW 18 1N 66W S
166448 1 WEL LAMB GEORGE R 12367 WCR 8 FT LUPTON,CO 80621 ��/1
NP 09-18-1992 2 0 0 89 04-15-1907 0 0.33 GW 10.00 50 0 2006,1775W SESW 18 1N 66W S J
45729 1 WEL EVEN NANCY 8 LEROY 1510 E 10TH DENVER.CO 80202
2 0 8 07-05-1971 0 0 15.00 520 60 0,0 SWSW 18 1N 66W S
97071 VE 1 WEL ANDERSON ROBERT 12237 WCR 8 FT LUPTON.CO
AV 03-17-1997 2 8 0 0 10.00 800 475 3355,1040W SWSW 18 1N 66W S (/�
REPORT DATE COLORADO WELLS,APPLICATION AND PERMITS PAGE 4
Wed Apr 21 13:28:28 MDT 1999 COLORADO DIVISION OF WATER..ES0UCES
PERMIT D CTY OWNER INFORMATION
ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TWN P
CD DATE CD DATE WO MD DB USE DATE APR IRR AOFR YIELD DPTH LEV COORD OTRS SEC SHP RNG M
45729A 1 WEL ANDERSON ROBERT D 12237 WELD COUNTY RD 8 FT LUPTON.CO 80621
- NP 07-24-1997 AU 09-11-1997 2 8 L 0 0 KLF 1000 800 475 3355,1040W SWSW 18 1N 66W Si
4867 1 WEL DAMIANI FRANK R R BRIGHTON,CO 80601
2 0 8 11-23-1959 0 0 12.00 30 8 0,0 NENE 19 IN 66W S
47543 1 WEL LAMBERT B SON INC 1261 LONGSPEAK BRIGHTON,CO 80601
2 0 8 05-27-1971 0 0 15.00 67 47 0,0 NENE 19 1N 66W S
20317R 1 WEL NAKATA J T RT 1 BX 12 FORT LUPTON,CO 80321
2 0 1 0 0 565.00 32 18 0,0 NWNE 19 1N 66W S
_ 20583R 1 WEL ADAMS HELEN 631 OLD COUNTY RD 27 FORT LUPTON,CO 80621 /fn
2 0 1 06-04-1928 0 120.00 1000,00 43 0 2595N,1794E SWNE 19 1N 66W S J1"
13914R I WEL OCKER WILLIAM R1 BX 88 FORT LUPTON,CO 80621
2 0 1 0 0 800.00 38 7 0,0 NENW 19 1N 66W S I-4
- 176982 1 WEL US GEOL SURVEY DENVER FEDERAL CTR BOX 25046 M/S 415 DENVER,CO 80225
NP 02-08-1994 AR 03-11-1994 2 0 0 0 M 0.00 0 GW 0.00 13 0 ION,2000W NENW 19 1N 66W S
176983 1 WEL US GEOL SURVEY DENVER FEDERAL CTR BOX 25046 WS 415 DENVER,CO 80225
NP 02-08-1994 AR 03-11-1994 2 0 0 0 M 0.00 0 GW 000 13 0 10N,2000W NENW 19 1N 66W S
- 1145R 1 WEL MCWILLIAMS STEVEN S 12236 WCR 8 FT LUPTON,CO 80621
2 0 0 1 10-23-1946 0 0 GW 500.00 23 6 0,0 NWNW 19 1N 66W S i
1146R 1 WEL MCWILLIAMS STEVEN S 12238 WCR 8 FT LUPTON,CO 80621
2 0 0 1 10.23-1971 0 0 GW 450.00 23 6 0,0 NWMW 19 IN 66W 5,
5889R 1 WEL DAVIS JOHN H 8 THERESA RT 1 BX 12A FORT LUPTON,CO 80621
2 0 1 0 0 0 28 10 0,0 SENW 19 IN 66W S a
5690R 1 WEL DAVIS JOHN B THERESA RTI BX 12A FORT LUPTON,C080621
2 0 1 0 0 300.00 32 5 0,0 SENW 19 1N 66W 5
1147R 1 WEL MCW1LLIAMS STEVEN S 12236 WCR 8 FT LUPTON,CO 80621
2 0 0 1 10-23.1974 0 0 GW 400.00 23 6 0,0 SWNW 19 IN 66W S
1657RR 1 WEL WATADA ALBERT RFD FT LUPTON.CO80621
- 2 0 0 1 10-23-1966 0 0 1000.00 54 18 0,0 NESE 19 1N 66W S
12800R 1 WEL ADAMS TED A B HELEN A R 2 FORT LUPTON,CO 80621
2 0 1 0 0 750.00 38 20 0,0 NESE 19 IN 66W S
26650 1 WEL WATADA ALBERT FT LUPTON,C080621
2 0 8 03-30-1966 0 0 15.00 42 19 0,0 NESE 19 1N 66W S
94301VE 1 WEL WATADA FARMS 2292 WCR 27 FT LUPTON,CO 80621
AV 07-27-1994 2 0 0 8 0 0 GW 0 0 0 13906,130E NESE 19 1N 66W S
183739 1 WEL WATADA FARMS 2292 WCR 27 FT LUPTON.CO 80621
AB 08-01-1994 2 0 0 89 04-01-1950 1.00 0 GW 15.00 26 0 13955,130E NESE 19 1N 66W 5
183739A 1 WEL WATADA FARMS 2292 WCR 27 FT LUPTON,CO 80621
NP 08-01-1994 2 0 0 8 0 0 GW 15.00 45 23 13906,130E NESE 19 1N 66W S
- 19944R 1 WEL ADAMS H. FT LUPTON,CO80621
NP 03-21-1977 2 0 0 1 0 0 0 0 0 0,0 NESE 19 IN 66W S
28039F 1 WEL CO LANDFILL GREELEY,CO 80631 7
NP 05.25-1982 AU 11-23-1982 2 0 0 4 0 0 0 0 0 0,0 NWSE 19 1N 66W S /
- 126525 1 WEL CO LANDFILL GREELEY,CO 80631 EX OS-25-1982 AU 06-17-1982 2 0 0 3 0 0 0 0 0 0,0 NWSE 19 1N 66W S//y 2820F 1 WEL YOKOOJI FRANK LONGMONT.CO 80501
EP EP 05-27-1997 2 D 0 1 0 0 UNC 1500.00 40 0 0,0 SESE 19 1N 66W 5,
9167 1 VVEL DENT W L BRIGHTON,CO 80601
2 0 8 07-10-1961 0 0 28.00 52 21 0,0 SESE 19 IN 66W S
45362 1 WEL DOUGHTY FREDRICK 242 S 9TH AVE BRIGHTON,CO 80601
2 0 8 04-15-1971 0 0 20.00 50 18 0,0 SESE 19 1N 66W 5
68802 1 WEL THE FULTON IRRIG DITCH CO 25 SO 4TH AVE BRIGHTON,CO 80601
, 2 0 H 05-10-1973 0 0 15.00 35 22 250S,170E SESE 19 IN 66W S
-:PORT DATECOLORADO WELLS,APPLICATIONS,0 PERMITS PAGE5
M Apr 21 13:29:29 MDT 1999 COLORADO DIVISION OF WATER RESIJIJCES
PERMIT D CTY OWNER INFORMATION
ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WMR SEC LOC TWN P
I DATE CD DATE WV MD DB USE DATE APR IRR AQFR YIELD DPTH LEV COORD QTRS SEC SHP RNG M
1/:: 1 WEL GOLOBE NICK JR 8 LUCAS GEORGE RT I BOX 160 BRIGHTON,CO 80601
IFF-- 2 0 8 04-30-1958 0 0 35.00 72 0 7655,983E SESE 19 IN 66W S
338 1 WEL GOLOBE NICK 8 GEORGE LUCAS RT 1 BOX 160 BRIGHTON.CO 80601
, CA 04-04-1974 CA 11-17-1997 2 0 8 09-11-1974 0 1.00 15.00 870 145 10725,526E SESE 19 1N 66W S
91327VE 1 WEL SPAIN MARGARET 2021 WELD CNTY RD 27 FT LUPTON,CO 80621
- AV 08-12-1991 2 0 0 B 0 0 GW 15.00 50 18 119S,86E SESE 19 1N 66W 5
1586 1 WEL SPAIN MARGARET 2021 WCR 27 FT LUPTON,CO 80621
NP 08-29-1991 2 0 0 8 05-29-1943 1.00 0 GW 15.00 28 0 119S,86E SESE 19 IN 68W S
161586A 1 WEL SPAIN MARGARET 2021 WCR 27 FT LUPTON,C0130621
NP 08-29-1991 2 0 0 8 0 0 GW 15.00 50 18 B1S,77E SESE 19 IN 68W S
1 WEL SPAIN MARGARET 2021 WCR 27 FT LUPTON,CO 80621
AP 08-29-1991 AW 10-25-1991 2 0 0 8 0 0 GW 0 0 0 1405,203E SESE 19 1N 66W S
2819F 1 WEL YOKOOJI FRANK RT 1 BOX 164 BRIGHTON.CO 80601 ,/
2 0 1 0 34.00 1000.00 50 18 415,1397E SWSE 19 1N 66W SJ-!I,
50 1 WEL DOUGHTY FREDERICK 242 S 9TH AVE BRIGHTON,CO 80601
CA 12-10-1963 CA 04-06-1992 2 0 0 89 0 0 GW 50.00 12 3 0,0 SWSE 19 IN 66W S
.--43F 1 WEL CABRERA J G 5310 S NELSON ST LITTLETON,CO 80127
NP 06-20.1993 55 11-09-1998 2 0 0 2 5 0 0 KLF 41.50 920 477 8005,1800E SWSE 19 1N 66W S
1w521 1 WEL PATTERSON CHARLES 8 BARBARA 12563 WCR 6 BRIGHTON,CO 80601
NP 11-21-1991 AR 03-19-1992 2 0 0 3 0 0 GW 0 0 0 979.2350E SWSE 19 1N 66W S
05F 1 WEL AM CONCRETE PRODUCTS INC 12672 CO RD 81/4 FT LUPTON,CO 80621-8333
• NP 10-20-1997 2 4 5 0 0 IQF 21.00 870 145 1175515606 SWSE 19 IN 66W 6
13899F 1 WEL DAMIANA FRANK FT LUPTON,CO 80621
2 0 1 04-15-1930 0 0 600.00 8 5 0,0 NESW 19 11.1 66W S
1 39R 1 WEL DAMIANA F. FT.LUPTON,CO 80621
NP 07-08-1977 2 0 0 1 0 0 0 0 0 00 NESW 19 1N 66W S
118183 1 WEL DAVIST FT LUPTON,CO 80621 Q
02-05-1981 2 0 0 8 0 0 0 0 0 00 NESW 19 IN 6804 S/T/
1 1 WEL US GEOL SURVEY DENVER FEDERAL CTR BOX 25046 MIS 415 DENVER,C080225
NP 02-08-1994 AU 02-17-1994 2 0 0 0 M 0.00 0 GW 0.00 30 0 2005,1500W SE5W 19 1N 66W S
138290 1 WEL TIECK RONALD R B CONNIE C 2089 MATHEWS FT LUPTON,CO 80821
EP 09.25-1984 EP 12.26-1986 2 0 0 H 0 0 KA 0 0 0 950N 100E NENE 20 IN 66W S
1 154 1 WEL TIECK RONALD 2739 W.C.RD 29 FT.LUPTON,CO 80621
NP 06-13-1988 AR 08-24-1988 2 0 0 H 0.00 0 KA 0.00 0 0 950N,100E NENE 20 IN 66W 5
91316 1 WEL THOMAS VIRGINIA 13750 WELD CO.R0.8 FT.LUPTON,CO 80621
2 0 89 06-03-1977 0 10.00 15.00 882 160 300N1435E NWNE 20 114 86W S
1, 3F 0 WEL ROSALES RUSSELL RT.3,BOX 38 BRIGHTON,CO 60601
EP 08-02-1972 EP 10-02-1973 0 0 0 3 0 0 0 0 0 0,0 NWNE 20 1N 66W S
138289 1 WEL TIECK RONALD R B CONNIE C 2089 MATHEWS FT LUPTON,CO 80621
NP 09-26-1984 WA 2 0 0 H 0 0 KA 15.00 350 70 1400N 150E SENE 20 IN 68W S
21 0 1 WEL TOKUNAYA DENNIS HENDERSON.CO 80640
2 0 8 04-08-1966 0 0 15.00 41 22 00 NENW 20 1N 66W S
1P"478 1 WEL VILLANO BROS FARMS A PARTNERSHIP 13050 WCR 10 FT LUPTON,CO 80621
NP 05-06-1991 RC 05-25-1993 2 0 0 8 L 0 0 LKA 7.50 220 22 150N2490W NENW 20 1N 66W S
96.n 1 WEL LEE JOO 13296 WCR 8 FT LUPTON,CO 80621
AB AB 10-04-1991 2 0 1 08-03-1949 0 0 510.00 38 15 0,0 NWNW 20 IN 66W S
II 4F I WEL HALLIBURTON SERVICES BOX 1431 DUNCAN.OK 73533
EP 01-03-1974 EP 02-06-1975 2 0 0 3 0 0 0 0 0 00 WNW 20 IN 66W 5
37617M I WEL HALLIBURTON INDUSTRIAL SERVICES INC P 0 BOX 595 BRIGHTON.CO 80601
AB 07-26-1990 AB 01-03-1997 2 0 0 0 M 0.00 0 GW 0.00 0 0 1085N,500W NWNW 20 IN 66W S
37 3M 1 WEL HALLIBURTON INDUSTRIAL SERVICES INC P 0 BOX 595 BRIGHTON,CO 80601
AB 07-26-1990 AB 01-03-1997 2 0 0 0 M 0.00 0 GW 0.00 0 0 1015N,320W NWNW 20 IN 66W S
- REPORT DATE COLORADO WELLS,APPLICATIOi AND PERMITS PAGE 6
Wed Apr z113:29:29 MOT 1998 COLORADO DIVISION OF WATER. SOUCES
PERMIT D CTY OWNER INFORMATION
ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TWN P
CD DATE CD DATE WD MD DB USE DATE APR IRR AOFR YIELD DPTH LEV COORD QTRS SEC SHE RNG M
37619M 1 WEL HALLIBURTON INDUSTRIAL SERVICES INC P 0 BOX 595 BRIGHTON,CO 60601
AB 07-26-1990 AB 01-03-1997 2 D 0 D M 0.00 0 GW 0.00 0 0 960N.330W NWNW 20 IN 66W 5
37620M 1 WEL HALLIBURTON INDUSTRIAL SERVICES INC P 0 BOX 595 BRIGHTON.CO 80601
AB 07-26-1990 AB 01-03.1997 2 0 0 Q M 0.00 0 GW 0.00 0 0 935N,440W NWNW 20 1N 66W S
0 1 ML LEE JOO 6925 S GIBRALTAR AURORA.CO 80016
AP 10-24-1990 AU 10-30-1990 2 0 0 1 0 0 GW 0 0 0 645N,868W NWNW 20 1N 66W S
962RR 1 WEL MILANO BROS FARMS A PARTNERSHIP 13050 WCR 10 ROBERT DEAN&RALPH FT LUPTON,CO 80621
NP 07-08-1991 RC 06-01-1993 2 0 0 1 08-03-1949 0 0 GW 560.00 41 21 1000N,1100W NWNW 20 1N 66W S
19047F 1 WEL TRIPLE G LIVESTOCK CO BOX 116 BRIGHTON,CO 80601
2 0 18 0630-1976 0 40.00 470.00 42 17 2620N,1330W SENW 20 1N 66W S
83526 1 WEL TRIPLE G LIVESTOCK CO BOX 116 BRIGHTON,CO 80601
2 0 0 04-22-1976 0 0 15.00 42 19 1520N,303W SENW 20 1N 66W S
6089F 1 WEL TRIPLE G LIVESTOCK CO. BOX 116 BRIGHTON,CO 80601
2 0 3 0930-1964 0 0 10.00 42 14 1961N,260W SWNW 20 1N 66W S
6173F 1 WEL TRIPLE G LIVESTOCK CO BOX 116 BRIGHTON,C080601
2 0 1 09-17-1964 0 0 200.00 44 16 199014,1245W SWNW 20 IN 66W S
- 19048F 1 WEL TRIPLE G LIVESTOCK CO 500 COFFMAN ST LONGMONT,CO 80501
2 0 3 09-30-1964 0 0 17.00 0 0 1961N,260W SWNW 20 IN 68W S
46066 1 WEL TRIPLE G LIVESTOCK CO BOX 116 BRIGHTON,CO 60601
2 0 8 05-08-1971 0 0 15.00 40 18 0,0 SWNW 20 IN 66W S
19047R 1 ML TRIPLE G L.S. BRIGHTON,CO 60601
NP 10-24-1985 WA 2 0 0 1 0 0 GW 0 0 0 0,0 SWNW 20 IN 66W S
0 1 WEL STRUCTURAL CON FT.LUPTON,CO 80621
AP 03-01-1985 AU 04-12-1966 2 0 0 8 0 0 0 0 0 0,0 SWNW 20 1N 66W S
156037 1 WEL CHAMBERS DEAN J&KATHLEEN 23855E 156TH AVE BRIGHTON,CO 80601
EP 10-16-1989 EP 12-12-1991 2 0 0 6 05-31-1947 0.33 0 GW 15.00 50 0 14004,225W SWNW 20 IN 66W S
98246VE 1 WEL BALDERAS MANUEL&ANITA 2732 CNTY RD 27 FT LUPTON,CO 80621
AV 06.17-1998 2 8 0 0 0 0 0 1320N,245W SWNW 20 IN 66W S
46066A 1 ML BALDERAS MANUEL&ANITA M 2732 CR 27 FORT LUPTON,CO 80621
NP 06-17-1996 2 8 0 - 0 GW 15.00 45 20 1370N,245W SW NW 20 1N 66W S
216392 1 ML JOHNSON KENNETH 2051 WCR 29 FT LUPTON,CO 80621
NP 02-19-1999 2 8 12-31-1971 0 0 GW 15.00 70 0 275S,100E SESE 20 1N 66W S
19048FR 1 WEL TRIPLE G LIVESTOCK BRIGHTON.CO 80601
NP 04-17-1978 2 0 0 3 0 0 0 0 0 0,0 NESW 20 1N 66W S
20138F 1 WEL HAUSE LAURANCE G&HAUSE DR ROBER 335 E WOODWARD AVE KEENESBURG,CO 80643
2 0 1 05-16-1977 0 80.00 725.00 36 20 1340S,750W NWSW 20 1N 66W S
78501 1 WEL HAUSE ROBERTD&LAURANCEG 335EWOODWART AVE KEENESBURG,C060643
2 0 8 03-28-1961 0 0 15.00 0 0 13806.120W NWSW 20 IN 66W S
- 78502 1 WEL HAUSE ROBERT D&LAURANCE G. 335 E WOODWARD AVE KEENESBURG,CO 80643
2 0 9 1231-1931 D 0 20.00 0 0 14445,249W NWSW 20 1N 66W 5
20138RR 1 WEL HAUSE RUTH&LAWRENCE 2003 BALSAM DR BOULDER,CO 80304
NP 09-02-1997 SP 12-18-1997 2 1 0 0 GW 750.00 35 19 13455.800W NWSW 20 1N 66W S
- 20134R 1 WEL WHITESIDE EDITH H FORT LUPTON,CO 60621
2 0 1 0 0 1001.00 0 0 0,0 SWSW 20 1N 86W S
20138R 1 ML HAUSE ROBERT D&LAWRENCE G KEENESBURG,CO 80643
2 0 1 05-10-1933 0 0 100100 0 0 0,0 SWSW 20 IN 66W S
4319AD 0 WEL B&R PROPERTIES INC COMMERCE CITY,CO 80022
AD 0 0 0 2 0 0 0 0 0 0,0 NENE 21 1N 66W 5
- REPORT DATE COLORADO WELLS,APPLICATIC AND PERMITS PAGE I
Wed Apr 2113:43'44 MDT 1999 COLORADO DIVISION OF WATEk rtESOUCES
PERMIT D CTY OWNER INFORMATION
ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TWN P
CD DATE CD DATE WD MD DB USE DATE APR IRR AOFR YIELD DPTH LEV COORD OTRS SEC SHP RNG M
200220 1 ML. MARRS ELDON 0 10463 WCR 6 FORT LUPTON,CO 80621
- NP 08.20-1996 AR 11-25-1996 2 H 0 0 UKA 25.00 200 44 2205.2057W SESW 28 1N 66W 5
214107 1 ML SHELTON CHRISTOPHER 8 LAURA 1412 BAILEY DR BRIGHTON,CO 80601
NP 10-09-1998 2 8 0 0 LKA 12.00 200 35 1300N,150E NENE 29 1N 66W S
14116 1 ML SANDLIN GEORGE PHILLIP 8 BILLIE CH 13502 WELD CO.RD.6 FT.LUPTON,CO 80821
2 0 8 02-13-1963 0 0 3.00 30 19 0,0 NWNE 29 1N 66W S
180577 1 ML WARNER LARRY 8 ROXANNE 13502 WELD CNTY RD 6 FT LUPTON,CO 80621
NP 06-07-1994 2 0 0 8 1.00 0 GW 15.00 28 0 1220N,2760W NWNE 29 1N 66W S
180577A 1 ML WARNER LARRY a ROXANNE 13502 WELD CNTY RD 6 FT LUPTON,CO 80621
_
NP 06-07-1994 2 0 0 8 0 0 GW 0 0 0 /250N,2740W NWNE 29 1N 66W S
182043 1 ML SALTHOUSE MARK&CYNDI 13500 WCR 6 FT LUPTON,CO 80621 LOT A
NP 08-05-1994 AR 09-07-1994 2 0 0 H 0 0 LKA 15.00 940 430 100N,2540E NWNE 29 1N 66W S
- 41798F 1 ML WILLARD KEVIN P 1751 WCR 29 FT LUPTON,C0 80621
EP 11-09-1992 EP 09-21-1994 2 0 0 8 5 0 0 KLF 0 0 0 2425N,100E SENE 29 1N 66W 5
41799F 1 ML WILLARD KEVIN P 1751 WCR 29 FT LUPTON,CO 80621
EP 11-09.1992 EP 09-21-1994 2 0 0 8 5 0 0 KLF 0 0 0 2000N,250E SENE 29 IN 66W S
- 44041F 1 ML FETTERS DONALD J B NANCY L 1751 WCR 29 FT LUPTON,CO 80621 LOT B
EX 07-28-1994 EX 08-25-1998 2 0 0 895 0 0 KLF 0 0 0 2000N,250E SENE 29 IN 66W S
44040F I ML FETTERS DONALD J 8 NANCY L 1751 WCR 29 FT LUPTON,CO 80621 LOT A
EX 07-28-1994 OC 09-29-1995 2 0 0 895 0 0 KLF 15.00 1040 348 242581.100E SENE 29 IN 66W 5
- 184106 I ML WEAVER KAREN E NICK FEBBRARO 13512 WELD CNTY RD NB FT LUPTON,CO 80621
NP 06-07-1994 2 0 0 8 1.00 D GW 35.00 31 0 2000N,2750W SWNE 29 1N 66W S
O 1 ML FEBBRARO NICK C 13512 WELD CNTY RD 6 FT LUPTON,CO 80621
- AP 06-07-1994 AW 07-19-1994 2 0 0 8 0 0 GW 0 0 0 1360N,2740W SNME 29 IN 66W 5
94224VE 1 ML FEBRRARO NICK 13512 WCR 6 FT LUPTON,CO 80621
CA 06-21-1994 CA 07-18-1994 2 0 0 89 0 0 OW 0 0 0 1330N,2765W SWNE 29 1N 66W 5
184075 I ML WEAVER KAREN E NICK C FEBRARO 13512 WCR 6 FT LUPTON,CO 80621
- NP 07-07-1994 2 0 0 8 0 0 LKA 0 0 0 2000N,2740W SWNE 29 IN 66W S
94328VE 1 ML WEAVER KAREN NICK FEBBRARO 13512 WCR 6 FT LUPTON,C080621
AV 08-11-1994 RC 12-19-1994 2 0 0 8 0 0 LKA 0 0 0 2000N,2740W SWNE 29 1N 66W S
570R 1 WEL SASAKI BROS RT 1 BOX 161 BRIGHTON.CO 80601
2 0 0 1 10-23-1967 0 0 1200.00' 33 19 0,0 MAW 29 IN 66W 5
572R 1 . WEL SASAKI BROS RT 1 BOX 161 BRIGHTON,CO 80601
NP 06-15-1959 2 0 0 12-31-1951 0.00 0 600.00 22 14 0,0 NWNW 29 IN 66W S
29822 1 ML SANDLIN GEORGE PHILLIP 8 BILLIE CH 13502 WELD CO.RD.6 FT.LUPTON,CO 80621
2 0 9 02-15-1967 0 0 8.00 315 74 0,0 NWNW 29 1N 66W S
87176 1 ML SASAKI KAY RT.1 BOX 157 BRIGHTON,CO 80601
2 0 8 03.22-1977 0 0 15.00 862 217 600N,100W NWNW 29 1N 66W 5
572RR 1 ML SASAKI BROS RT 1 BOX 161 BRIGHTON.CO 80601
EP 03-22-1977 EP 04-15-1988 2 0 0 1 0 0 GW 59.00 31 30 1290N,1225W NWNW 29 IN 86W 5
O 1 ML SASKI FARMS BRIGHTON,CO 80601
AP 04-25-1988 AU 05-23-1988 2 0 0 1 0 0 GW 0 0 0 0.0 NWNW 29 1N 66W S
- 572RR 1 ML SASAKI BROS RT 1 BOX 161 BRIGHTON,CO 80601
NP 05-04-1972 SP 01-23-1973 2 1 11-20-1972 0 0 350.00 29 17 1280N,840W NWNW 29 1N 66W S
150591 1 ML WILLARD KEVIN D. BRIGHTON,CO 80601
NP 02-17-1988 PI 2 0 0 8 0 0 KLF 0 0 0 0,0 SENW 29 IN 66W S
- 5718 1 ML SASAKI BROS RT 1 BOX 161 BRIGHTON.CO 80601
2 0 0 1 10-23-19633 0 0 1200.00 35 18 0,0 SWNW 29 IN 66W S
9090F 1 ML SASAKI JOE RFD BRIGHTON,CO 80601
2 0 1 05-30-1965 0 0 600.00 35 17 0,0 SWNW 29 1N 66W S
- 175825 1 ML NUGGET ELECTRIC CO INC 13541 WCR 41/4 BRIGHTON.C060801 LOT 2
NP 12-08-1993 RC 05-04-1994 2 0 0 8 0.50 0 KLF 15.00 1015 0 1500S,2550E NWSE 29 1N 66W S
REPORT DATE COLORADO WELLS,APPLICATIO AND PERMITS PAGE 2
Wed Apr 2113:43'44 MDT 1999 COLORADO DIVISION OF WATER,<ESOUCES
PERMIT 0 CTY OWNER INFORMATION
ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TWH P
CD DATE CD DATE WD MD DB USE DATE APR IRR AOFR YIELD DPTH LEV COORD OTRS SEC SHP RNG M
202809 1 WEL ZOLMAN DUANE A&RUTH M 13545 WCR 4%BRIGHTON,CO 80601
- NP 03.25-1997 AR 05-09-1997 2 8 07-01-1934 1.00 0 GW 10.00 28 0 1420S,2210E NWSE 29 1N 66W S
171402 / WEL TRUAX DONALD A 13491 WCR 41/4 BRIGHTON.CO 80601
NP 06-11-1993 OC 08-18-1995 2 0 0 8 0 0 TKD 10.00 320 180 1510S,2000W NESW 29 1N 66W 5
33369F 1 V/EL NUGGET ELECTRIC 13541 WCR 41/2 BRIGHTON,CO 80601
EP 01-04-1988 EP 03-17-1990 2 0 0 1 5 0 0 KLF 0 0 0 15105.2000W NESW 29 IN 66W S
151400 1 WEL TRUAX DONALD 13491 W C R 41/2 BRIGHTON,CO 60601
NP 05-16-1988 2 0 0 8 12-31-1904 2.00 0 GW 20.00 35 0 13805,2450W NESW 29 IN 66W S
151400A 1 WEL TRUAX DONALD 13491 W CR 4 12 BRIGHTON,CO 80601
_
CA 05-16-1988 CA 2 0 0 B 0 0 GW 0 0 0 13805.2450W NESW 29 IN 66W S
0 I WEL ROSE ELMER 213 N 11TH CT BRIGHTON,CO 80601
AP 06-20-1988 AW 08-31-1988 2 0 0 H 0.00 0 LKA 0.00 0 0 15105,2000W NESW 29 IN 66W S
- 151834 1 WEL TRAUX DONALD 13491 W C R 4 12 BRIGHTON,CO 80601
NP 07-18-1988 2 0 0 8 0 0 KLF 0 0 0 14005,2590W NESW 29 IN 66W 5
38348F 1 WEL NUGGET ELECTRIC CO INC 13541 WCR 41/4 BRIGHTON,CO 80601 LOT 2
EP 11-23-1990 EP 04-28-1994 2 0 0 8 5 0 0 KLF 0 0 0 1510,52000W NESW 29 IN 66W S
-- 13057AD 1 WEL NUGGET ELECTRIC CO INC 13541 WCR 41/4 BRIGHTON,CO 80601 LOT 2
AD 07-06-1992 AR 01-20.1993 2 0 0 H 0 0 TKD 0 0 0 15105.2000W NESW 29 1N 66W S
205941 1 V/EL KRAMER ERWIN H 1781 SPRUCE DR ERIE.CO 80516
AB 09-23-1997 AB 08-18-1998 2 8 0 0 GW 0 0 0 14805,1830W NESW 29 1N 66W S
205941A I WEL KRAMER ERWIN H 1781 SPRUCE OR ERIE,CO 80516
NP 09-23-1997 2 a 0 0 GW 14.00 60 24 14805.1630W NESW 29 1N 66W S
20988R 1 WEL KRAMER GLADYS 18 ERWIN H RT 1 BX 171 BRIGHTON,CO 80601
_ 2 0 1 0 0 700.00 32 18 0,0 NWSW 29 1N 66W S
26244 1 WEL ZESCHIN EDWIN A ROUTE 1 BOX 172 BRIGHTON,CO 80601
2 0 8 01-29-1966 0 0 14.00 104 32 0,0 SESW 29 1N 66W S
165707 1 WEL KICKER DENNIS&CHERYL 13210 WCR 4 BRIGHTON.CO 80601
- NP 07-21-1992 2 0 0 89 0 0 GW 0 0 0 305,2150W SESW 29 1N 65W S
1992R I WEL GREENLEAF WHOLESALE FLORIST RT 1 BOX 169 BRIGHTON,CO 80601
NP 03-14-1960 RC 03-04-1968 2 0 1 07-07-1933 0 0 1000.00 37 15 0,0 SWSW 29 IN 66W S
10834F 1 WEL KITAYAMA BROS RT 1 BOX 169 BRIGHTON.CO 80801
2 0 3 04-18-1966 0 0 75.00 1001 59 0,0 SWSW 29 IN 66W S
166AD 0 WEL KITAYAMA BROTHERS BRIGHTON, 0
AD 0 0 0 1 0 0 0 0 0 0,0 SWSW 29 1N 66W S
10834FR 1 WEL GREENLEAF WHOLESALE FLORIST RT 1 BOX 537 BRIGHTON,CO 80601
_
NP 08-20-1987 SR 06-18-1991 2 0 0 3 0 0 KLF 0 0 0 739S,1009W SWSW 29 1N 66W S
10834FR 1 WEL GREENLEAF WHOLESALE FLORISTS INC 13239 WD CO RD 1 BRIGHTON,CO 80601
NP 03-08-1991 SA 09-26-1991 2 0 0 3 04-09-1991 0 0 KLF 30.00 990 382 739S,1009W SWSW 29 1N 66W S
1992RR 1 WEL GREENLEAF WHOLESALE FLORIST RT 1 BOX 189 BRIGHTON.CO 80601
03-04-1968 2 3 03-20-1968 0 0 1000.00 32 15 1340S,2000W SWSW 29 IN 68W S
1992RR 1 WEL GREENLEAF WHOLESALE FLORIST INC BOX 537 BRIGHTON,C0 80801
EX 06-02-1997 EX 08-11-1998 2 1 0 0 GW 0 0 0 1340S,1810W SWSW 29 IN 68W S
- 152851A 4 WEL SASAKI JOE 1821 WCR 27 BRIGHTON,CO 80601
NP 1625-1988 2 0 0 8 0 0 GW 0 0 0 850N,115E NENE 30 IN 66W S
5889 1 WEL ODAY DON BX 8558 STKYD S DENVER,C0 80202
2 0 89 05-12-1960 0 0 40.00 41 20 0,0 NENE 30 1N 66W S
10286R I WEL BRANCUCCI STEVE 2520 CHERRY DENVER.C080202
2 0 1 0 0 640.00 37 18 0.0 NENE 30 IN 66W S
18769S 1 WEL SASAKI FARMS BRIGHTON,CO 80601
NP 10-30-1957 2 0 1 06-19-1950 0 0 580.00 40 18 0,0 NENE 30 IN 66W S
152851 1 WEL SASAKI JOE 1821 WCR 27 BRIGHTON,CO 80601
NP 10-25-1988 2 0 0 8 0331-1952 1.00 0 GW 15.00 40 0 945N,145E NENE 30 1N 66W S
- REPORT DATE COLORADO WELLS,APPLICATIO AND PERMITS PAGE 3
Wed Apr 21 1343:44 MDT 999 COLORADO DIVISION OF WATER KESOUCES
PERMIT D CTY OWNER INFORMATION
ACTNITY STATUS 1ST USED ANN AREA GEOL WELL WELL WIR SEC LOC TWN P
CD DATE CD DATE WD MD DB USE DATE APR IRR AOFR YIELD DPTH LEV COORD QTRS SEC SHP RNG M
47088 1 WEL MORELAND BOB L 31 S 8TH BRIGHTON,CO 80601 I
2 0 8 05-28-1971 0 0 15.00 58 30 0,0 NWNE 30 IN 66W S '✓l
26361MH 1 ML MYSTROM INC %HYDROKINETICS INC 12975 W 24TH PL GOLDEN,CO 80401
AB 08-21-1995 AB 11-04-1996 1 O M 0 0 GW 0 0 0 0,0 NWNE 30 1N 66W Si
8292R 1 ML DEBETZ FRED BRIGHTON,CO 80601
2 0 1 0 0 690.00 37 16 0,0 SENE 30 1N 66W S
18769R 1 ML SASAKI FARMS BRIGHTON,CO 80801
NP 10-30-1957 2 0 1 09-11-1952 0 0 700.00 40 24 0,0 SENE 30 1N 66W S
99796 1 ML MONIER 8 CO 1571 WELD CO RD 27 BRIGHTON,CO 80801
2 0 8 07-01-1978 0 1.00 15.00 40 21 1800N,200E SENE 30 IN 66W S
20033F 1 WEL CENTRAL COLO.W.CONSER.DIST 2308 29TH ST.2 GREELEY,CO 80631
2 0 0 08-02-1975 0 0 1150.00 36 0 2250N,2660W SWNE 30 IN 66W S
- 20034F 1 ML CENTRAL COLO.W.CONSER.DIST. 2308 29TH ST.2 GREELEY,CO 80631
2 0 Q 08-12-1975 0 0 1150.00 38 0 2010N,2670W SWNE 30 IN 66W S
206557 1 ML GODBY CARROLL DON 8 NAN COLLINS 37632 WCR 37 EATON,CO 80615
NP 06-17-1997 AR 11-14-1997 2 3 0 0 GW 10.00 48 14 2400N,1600E SWNE 30 1N 66W S
13409F 1 ML GEO.MANCINI FEEDLOTS INC. P.O.BOX 398 BRIGHTON,CO 80601
2 0 3 08-09-1955 0 54.00 150.00 42 20 0,0 NENW 30 1N 66W S
13410F 1 ML UM CONCRETE COMPANIES PO BOX 490 NIWOT,CO 80544 /
RC 10-26-1989 2 0 1 05-25-1980 15.00 0 GW 150.00 30 9 520N,2340W NENW 30 1N 66W S
13410R 1 ML C-M CONCRETE P.O.BOX 315 BOULDER,CO 80306
NP 03-14-1980 SA 2 0 0 4 03-09-1989 15.00 0 GW 0 0 0 520N,2340W NENW 30 1N 66W 5 /�
0 1 WEL ALBERT FREI B SONS 11521 BRIGHTON RD HENDERSON,CO 806440 GRAVEL PIT
AP 07-16-1990 AU 08.29-1990 2 0 0 0 G 0 0 GW 0 0 0 0,0 SE 30 1N 66W S
10285R 1 WEL BRANCUCCI STEVE 8120 E 104TH AVE HENDERSON,CO 80640
2 0 1 0 0 800.00 40 14 0,0 NESE 30 1N 66W S
124369 1 ML HRAPSKI PETER B UVINA M. 1391 WELD CO RD 27 BRIGHTON,CO 80601
2 0 8 12-30-1928 0 1.00 10.00 35 0 20353,180E NESE 30 IN B6W S
124369A 1 ML HRAPSKI P BRIGHTON,CO 80801
NP 07-12-1982 2 0 0 8 0 0 0 0 0 0,0 NESE 30 IN 66W S
0 1 ML BRANCUCCI STEVE 8120E 104TH AVE HENDERSON,CO 80640
AP 0306-1990 AU OB-15-1990 2 0 0 H 0 0 GW 0 0 0 14753,200E NESE 30 1N 66W S
19806F I ML CENTRAL COLO.W.CONSER.DIST. 2308 29TH ST.2 GREELEY,CO 80631
2 0 0 07-19-1975 0 0 1100.00 38 0 3405N,3040W NWSE 30 IN 66W S
19807F 1 ML CENTRALCOLO.W.CONSER.DIST. 230829TH ST.2 GREELEY,CO 80631
2 0 G 07-14-1975 0 0 1100.00 35 0 3545N,2670W NWSE 30 IN 66W S
20032F 1 ML CENTRAL COLO.W.CONSER.DIST. 2308 29TH ST.2 GREELEY,CO 60631
2 0 0 08-15-1975 0 0 1150.00 34 0 2880N,2730W NWSE 30 1N 66W S
- 1997R 1 ML BRANCUCCI STEVE 8120 E 104TH AVE HENDERSON,CO 80640
2 0 1 0 0 350.00 41 21 0,0 SESE 30 1N 66W S
I998R 1 ML BRANCUCCI STEVE 8120 E 104TH AVE HENDERSON,CO 80640
2 0 1 0 0 1050.00 36 18 0,0 SESE 30 1N 66W S
6293R 1 ML C 8%SAND COMPANY P 0 BOX 315 BOULDER,CO 80306
AB 10-10-1958 AB 05-23-1983 2 0 1 01-01-1942 0 0 400.00 32 14 0,0 SESE 30 1N 66W 5
17900 1 ML BRENNING RALPH 815 S 2ND BRIGHTON,CO 80601
AB AB 12-08-1997 2 0 8 10-29-1963 0 0 15.00 38 17 0,0 SESE 30 1N 66W S
34889 1 ML LUFT JACK BOX 122 BRIGHTON,CO 80801
2 0 8 08-05-1968 0 0 15.00 43 21 0,0 SESE 30 1N 66W S
116824 1 ML BRANCUCCI S HENDERSON,CO 80640
NP 03-17-1980 AR 09-25-1980 2 0 0 3 0 0 0 0 0 0,0 SESE 30 1N 66W S
17900A 1 ML BRENNING RALPH B MAXINE 1212 GRANT ST LONGMONT.CO 80601
NP 10-10-1997 00 01-21-1998 2 8 0 0 GW 13.00 40 20 3005,1250E SESE 30 1N 66W S
REPORT DATE COLORADO WELLS,APPLICATIO ,AND PERMITS PAGE 4
Wed Apr 21 13:43:44 MDT 1999 COLORADO DIVISION OF WATER RESOUCES
- PERMIT D CTV OWNER INFORMATION
ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC 'MN P
CD DATE CD DATE WD MD DB USE DATE APR IRR AOFR YIELD DPTH LEV COORD MRS SEC SHP RNG M
97444VE 1 WEL BRENNING RALPH 12679 WELD C R 4 BRIGHTON CO
AV 10-15-1997 2 8 0 0 18.00 40 19 3003,1250E SESE 30 1N 66W S
168178 1 WEL COTTONWOOD WATER SKI CLUB LTD %NORMAN SPEAK 3382 VIVIAN DR WHEATRIDGE,CO 80033
EX 11-03-1992 RC 11-27-1995 2 0 0 3 L 0 0 GW 15.00 30 3 850S,1950E SWSE 30 1N 66W S
114229 1 WEL JONNSON RE BRIGHTON.CO 80601
NP 03-31-1980 AU 04-02-1980 2 0 0 4 0 0 0 0 0 0,0 SWSE 30 1N 66W S
89177VE 1 WEL BRENNING RALPH 1212 GRANT LONGMONT CO, 80501
AV 05#1989 2 0 0 8 0 0 GW 0 0 0 1505,1654E SWSE 30 1N 66W S
- 0 1 WEL C-M SAND CO BOULDER,CO 80306
AP 07-10-1980 AR 07-21-1980 2 0 0 4 0 0 0 0 0 0,0 SWSE 30 IN 68W 5,
6293RR 1 WEL C&M SAND COMPANY P O BOX 315 BOULDER,CO 80306
NP 12-16-1981 SR 09-27-1983 2 0 0 1 0 0 0 38 0 5005,2580E SWSE 30 1N 66W S
- 34817F 1 WEL COWAN CONCRETE PRODUCTS P 0 BOX 5183 DENVER,CO 80217
NP 01-19-1989 SR 04-11-1989 2 0 0 3 0 0 GW 0 0 0 110S,2430E SWSE 30 IN 66W S
34816F 1 WEL COWAN CONCRETE PRODUCTS P 0 BOX 5183 DENVER,CO 80217
NP 01-19.1989 SR 04-11-1989 2 0 0 3 0 0 GW 0 0 0 3965,2430E SWSE 30 1N 66W S
0 1 WEL FOSTER PROPERTIES INC 12739 WCR 4 BRIGHTON,CO 80601
AP 10-23-1997 AU 11-13-1997 2 3 - 0 0 GW 0 0 0 2045,1556E SWSE 30 IN 66W S
D 1 WEL FOSTER PROPERTIES INC 12739 WCR 4 BRIGHTON,C0 80601
- AP 10-23-1997 AU 07-08-1998 2 3 0 0 GW 0 0 0 2045,1556E SWSE 30 IN 66W S
19805F 1 WEL CENTRALCOLO.W.CONSER.DIST. 230829TH ST.2 GREELEY,C080631
2 0 0 07-11-1975 0 p 1320.00 36 0 3580N,2380W NESW 30 IN 66W 5
383AD 0 WEL ADAMS TRANSIT MIX CORP. BRIGHTON.CO 80501
- AD D 0 0 3 0 0 0 0 0 0,0 NESW 30 1N 66W S
1255AD 0 WEL LEHL ALEX BRIGHTON,CO 80601
AD 0 0 0 1 0 0 0 0 0 0,0 NWSW 30 IN 66W S
13490AD 1 WEL DOUBLE B DEVELOPENT CORP 1021 HWY 85 BOX 8 BRIGHTON,CO 80601
AD 10-21-1994 2 0 0 3 0 0 GW 0 0 0 883,2750E SESW 30 IN 66W 5
214705 1 WEL CAMAS AMERICA INC 989 HWY 85 BRIGHTON,CO 80601
NP 10-21-1998 RC 12-10-1998 2 0 0 3 L 0.00 0.00 GW 0.00 0 0 220S,2400W SESW 30 1N 66W S
47367F 1 WEL BAURER PETER LJEIBERGER CARL F 754 WELD CNTY RD 23.75 BRIGHTON,CO 80601
SA 01-17-1996 SA 11-18-1998 2 0 G 07-12-1998 0 0 0 0 0 0,0 31 1N 66W S
I I I I I I I I I I I I i 1 I I. ' I
I
/
Ulm1 9R®BY RANEE-N1, 1tt93IP(N,S). SECTIIN, 0160 HATER 51 GUTS REPORT July 1, 1998 f 2
ION Nam of gyucpue Sttuct Strom --- LOCATION --- Use Decreed U Pdj Adj N1,vtn Prey Adj App[3m1 0 Aduin li-insity Q.ert Segk P Alter - - - Comment
Type R Nne Cty 0-0.0 Sep Ts m R4 Claus locum Type Late Date Oath 9 Rather ?After Cue A IOW
812 UMW BODIO4 DPW D 1 SOLIDI PlatE RIVER 62 MUSH 19 1 N 66 N S Mr 2.8620 C 0,1T 04/28/1883 05/15/1863 4883.00000 9304385 7122 200812 OW UE 03W AID 08/09/1995
an 11821211611104 DITCH p 1=III PU0T8 RIVET 62 NNW 19 1 N 66 N 5 I 2.8620 C O,TP 04/26/1883 05/15/1863 4883.00000 9304085 7123 200812 Oki;1.122 COM PM 08/09/1995
812 I11P1Oi 801704 DITCH 0 1 CO=MITE RIVER 62 NIIIII 19 1N 66 N S 0 100.0000 C S.C 12/31/1994 12/31/1993 10/18/1994 52886.00000 940099 7727 202005 RECHARGE IN II81O1 EOIT M RIOW4E AREA
2005 118114 800114 D R61R1 A R 1 SCUM PLATTE RIVER 62 IMMO 19 1 N 66 N S Ar 100.0000 C S,C 12/31/1994 12/31/1993 10/18/1994 52686.00000 940099 7728 202005
8369 TtW,RWA 4®L R-962 N 99 OROQ43181T9t 62 SH68N 20 1 N 66 N S I 1.2500 C 0 12/31/1972 09/20/1949 36422.00000 N 3982 2946 ERR EF 60 AOFS
8390 TRIPLE G NHL 1 N 99 GROIENWIER 62 Men.20 1 N 66 N S 0) 0.0372 C 0 12/31/1972 09/30/1964 41911.00500 N 6340 3009
8391 TRIPIE 0 NHL,2-6173-P N 99 ERTECINWR 62$61MN 20 1 N 66 N S S 0.4500 C O 12/31/1972 09/16/1964 41897.00000 N 6340 3010
8392 CRIME G NHL 3 N 99 G ellaatER 62 SPERM 20 1 N 66 N S IS 2.0000 C O,C 12/31/1972 12/31/1948 36159.00000 N 6340 3011 1.04OS WEE ABS 0.9605 P8144 03-02-80
8392 CRIME G VEIL 3 N 99 ENHMNSN 62 Meal 20 1 N SE NS S IS 0.9600 C O,C,AB 12/31/1972 12/31/1948 36159.00000 N 6340 5062 MAN 03-20-80
8392 SUMS G CL 3 N 99 GQMWl1N 62 94:361i1 20 1 N 66 N S IS 1.0400 C 0,0. 12/31/1972 12/31/1948 36159.00000 N 6340 5063
6522 MEE NHL 20138 N 99 GPHIINNTE9t 62 6688:74 20 1 N 66 N S I 1.6700 C 0 12/31/1970 05/31/1933 30466.00000 N 138 1606
8568 mass=NHL 1-20134 N 99 GROORINPAIR 62 96N91 20 1 N 66 N S I 2.2200 C O 12/31/1971 05/31/1911 22430.00000 N 526 1679
6520 INS NEIL 1 N 99 4SOtaDZIR 62 964164 20 1 N 66 N S S 0.0644 C 0 12/31/1972 12/31/1931 29949.00000 N 5027 3385
6621 MUM NELL 2 N 99 GHIIU0TN4 62 964614 20 1 N 66 NS S 0.0444 C 0 12/31/1972 12/31/1931 29949.00000 N 5027 3386
5595 HERM N6L 48775 N 99 ERIIE7Nan 62 MEM 24 1 N 66 N S D 0.0220 C O 12/31/1972 10/01/1971 44468.00000 N 5234 4071
I j
ivinion 1 DIETED BY RAIDS(E-W), Taf9QPM.51, SOTIQy 0160 WATER RIGHTS REPORT ally 1. 1998 PAM 1
0 I011 lyre of Stricture Strict Street) __- L O C A T ION ---Use Dewed U Mj Mju li®tn Pros MI A34avpm 0 Main Priority Court Seg1 P Alter - - -Comment
Type 8 tie al'0-0-0 Sec TB leg 144 Coles Most Type Date Date Mete M Barber Barter Cue A III
2 9118 IBM NHL 2 W 99 6NOIDE Nit 62 1449(41 28 1N 66 NS IS 0.0330 C S,C 12/31/1996 12/31/1995 02/26/1996 53382.00000 9601087 7177 A
2 7952 SUDO 101,4-0570 1 N 99 IACUMMIE2 62 9184 29 1 N 66 N S I 2.4400 C O 12/31/1971 03/31/1916 35153.00000 N 666 1871
2 7954 SADAO NEIL 5-0571 2 N 99 CXLON®! 62 949[44 29 1 N 66 N 5 I 2.3300 C 0 12/31/1911 03/31/1942 33692.00000 N 666 1812
2 7955 SUMO NELL 6-9090 P N 99 1108130 9t 62 WWII 29 1 N 66 N S 1 1.3300 C 0 12/31/1971 05/30/1965 42153.00000 X 666 1815
2 7956 SOAPS IML 7-0512 3 N 99 GRIND C91 62 MIMI 29 1 N 66 N S I 1.3300 C 0 12/31/1971 12/31/1951 37254.00000 N 666 1876
2 6871 O848 10L 1-820988 N 99(PC9LgISR 62 NOWA 29 1 N 66 N S I 2.6000 C 0 12/31/1971 07/21/1934 30682.00000 N 610 1183
2 6444 GINENIEW NSL RP-542 N 99 001C1101Nt 62 9104 29 1 N 664151 2.2200 C O 12/31/1971 03/18/1968 43176.00000 X 488 1916
2 7950 SIMI ICI 3-18769 S N 99 6110143 TER 62 91628 30 1 N 661151 1.3000 C 0 12/31/1971 06/19/1950 36694.00000 N 666 1874
2 7013 M1L'PN NEIL 1-13110-F N 99 GROLIONIER 62 9(4(45 30 1 N 66 N S IS 0.3300 C 0 12/31/1971 OB/31/1955 38593.00000 N 1026 2153 IOC CMG A USE CHM 8109376
2 8393'CRIME C CL 4-6292 N 99(ilO1iONl®t 62 S'DN:t8 30 16 66661 1.6200 C 0 12/31/1972 12/31/1926 28123.00000 N 6340 3012 1ER CF 40 HISS
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2 7074 MI MI CL 2-13409-P N 99 0113481192 62 MOW 30 1 N 66 N S 5 0.3300 C 0 12/31/1971 8/11/1955 38573.00000 X 1026 2154
2 5331 SPOUNNINA NEIL 2-6293 N 99 I#CECIE11Ht 62 914E 30 1N 66 N S I 0.8900 C 0 12/31/1912 12/31/1912 33967.00000 N 2518 4822 IOC 0*83 12D 28A N 1-6291 APRN)0M
2 5517 08 Nl3Sf NHL 1-R01991 N 99 04410011 62 DEEM 30 1 N 66 X S 1 1.8000 C O 12/31/1971 12/31/1911 22644.00000 N 611 4918
2 5518 arGzn 1 ML 2-R01996 N 99 OAI20163Et 62 90198 30 1 N 66 N S I 2.3400 C O 12/31/1911 05/31/1937 31927.00000 N 611 4919
2 5519 18070'1 NEIL 3-810285 N 99 044005®2 62 SENSE 30 IN 66 N S I 1.8000 C 0 12/31/1971 04/30/1934 30800.00000 N 611 4920
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2 7072 48ARA NEIL 11620 N 99 044104®2 62 NAME 31 1 N 66 X S I 1.1800 C 0 12/31/1971 12/31/1922 26662.00000 X 1015 2392
2 7137 NCB,F03)MIL 4 N 99 GROLMN11Ht 62 SBN83 31 1 N 66 N 5 Di 0.0144 C 0 12/31/1972 12/31/1956 39081.00000 X 5121 2516
2 7138 1NCO.RID CL 5-32215 N 99 06IWIC ( 62 NOW 31 1 N 66 N S 08 0.0444 C 0 12/31/1972 09/30/1961 43006.00000 N 5121 2517
2 7439 I .1033 NHL 6 N 99 130303110,61 62 SH88 31 1 N 66 NS OS 0.0444 C 0 12/31/1972 12/31/1956 39081.00000 N 5121 2518
2 7440 Wit IlID NHL 7-31022 N 99 GROIZEIMER 62 9148€31 1 N 66 N S IS 0.0414 C 0 12/31/158 05/17/1967 42870.00000 N 5121 2519
2 7141 I .1f1D 101.8-39157 N 99 0Q1DA411N 62 91418 31 1 N 66 N S 3S 0.0444 C 0 12/31/1972 08/27/1969 43703.00000 N 5121 2520
2 7442 444€3.IC1D 14442.9 N 99 913206026 62 988€31 1 N 66 N S D9 0.0444 C 0 12/31/1972 12/31/1956 39081.00000 N 5121 2521
2 7422 MIL ROOD MIL 10 N 99 CIMROORER 62 ROW 31 1 N 66 X S D9 0.0444 C 0 12/31/158 12/31/1956 39081.00000 N 5121 2522
2 7423 PAIL P100 NHL 11-32214 N 99 11110MINEER 62 1101€31 1 N 66 N S DS 0.0444 C 0 12/31/1972 10/01/1967 13007.00000 N 5121 2523
2 7428 11161.IU00 VEIL 16 N 99 CIELW 276 62 N1118 31 1 N 66 N 5 DS 0.0144 C 0 12/31/158 12/31/1956 39081.00000 N 5111 2520
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2 1435 WM 8000 NHL 22 X 99 0172411112.2 62 9818 31 1 N 66 N SW 0.0444 C 0 12/31/1912 11/31/1956 39081.00000 N 5121 2534
2 7421'Cl.144D VEIL 1-38779 X 99 944811031( 62 SNOB 31 1 N 66 N S IS 0.0889 C O 12/31/1972 08/26/1969 43702.00000 N 5121 2535
2 7432 MD.MID N9L 2-18151 X 99 I1081NIT1t 62 4434E 31 1 N 56 N S IS 0.0445 C 0 12/31/1972 11/08/1963 41584.00000 N 5111 2536
2 7436 Ma F03)CL 3 N 99(871 CIE( 62 51818 31 1 N 66 N 5 OS 0.0144 C 0 12/31/198 12/31/1956 39081.00000 N 5121 2537
2 7845 NKR NEW 2 N 99 CROSORTER 62 MEWS 31 1 N 66 1160 0.0100 C O 12/31/1972 8/31/1946 35306.00000 N 2869 2699
2 7844 MIME MIL 1 N 99 C813N1N011 62 9348 31 1 N 66!1St 1.1000 C 0 12/31/1972 07/31/1940 33084.00000 N 2889 2700
2 6947 SUN NEIL 1-31977 N 99(101011®( 62 9018 31 1 N 66 II S 0 0.0330 C 0 12/31/158 09/01/1967 42971.00000 N 4957 3081
2 6640 INSEITTU NEIL 2-5295 N 99 04488(®2 62 9018 31 IN 66 1 S 1S 0.0670 C O 12/31/1972 03/11/1360 40247.00000 X 4952 3082
2 7931 SUM NIL 7-3478 N 99(RAIN(®) 62 9348 31 1 N 661.50 0.0365 C 0 12/31/1972 12/31/1935 31410.00000 N 5854 3767
2 7930 180193 NUL 6-13742 N 99 01811461110E 62 WEIR 31 1 N 55N S I 2.4100 C 0 12/31/158 0/01/1950 36616.0000 N 5854 3768
2 1929 SWIM CI 5-13741 N 99 74101®4 62 648 31 1N 66 N S I 1.0900 C 0 12/31/1912 06/01/1940 33024.00000 X 5854 3769
2 7072 MOW NHL 11620 N 99 O CIIIXIECIEI 62 10118 31 1 N 66 NS IC 0.1000 C O,71 12/31/1971 12/31/1922 26662.00000 92(X031 7014 7072 C3D D.E,D4P PM)NNE 06/29/1993 LID 3AF PER YR
2 7072 4111ARA CL 11620 N 99(202421425110 62 44888 31 1 N 66 N 5 I 1.7800 C O,17 12/31/1971 12/31/1922 26662.00000 92(31031 7015 7072 CPO€1 E,IHT 3491176E 06/29/1993 LTD 3781 3431 YR
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EXHIBIT H
WILDLIFE INFORMATION
The Colorado Division of Wildlife (DOW) has been contacted to determine the potential impacts
to wildlife habitat that this operation might have.
Attached is the response letter from Michael Babler of DOW.
The Riverbend site consists primarily of pastureland and fallow hay fields.
There are prairie dogs on-site. Lafarge will do their best to humanely remove these animals from
the site.
Bald Eagles are known to roost and feed during the winter months near the South Platte River.
The existing habitat will not be disturbed. Although this site is within their winter range,there
are no documented roosting trees on this property.
Species that might be expected to be seen on the site include the following: rabbits, ground
squirrels, opossum,raccoons,fox, ducks, geese,meadow larks, magpies, robins,killdeer, and
pheasants.
It is not anticipated that the additional noise and human activity of the proposed operation will
have any significant impact on wildlife in the immediate area. In fact, the reclamation plan for
the property should enhance wildlife habitat when complete. Previous mining operations have
demonstrated that the creation of an open body of water, with even minimal plantings of grasses
and cover along the shoreline, will quickly attract a wide variety of wildlife, even while mining
operations are in progress.
H-1
OFFICE MEMO EXHIBIT H-1
DIVISION OF WILDLIFE
To T/l P4N�I SNP//3�� Date /9 J Lij y 99
From "J'J/c/ /3L-2 /-&4,92
Action: For:
Handle Your signature
Answer your signature Your comments
Answer my signature Your approval
See me /1 Your information
X Refer to 1/31-244a66-- , Initial and return
5/31,'3 ¢ G4A1UEZ /n'A'C Your file
NOTES
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EXHIBIT J
- VEGETATION INFORMATION
The following vegetation data was gathered from the United States Department of Agriculture,
- Natural Resources Conservation Service.
The native vegetation consists of Alkali Sacaton, Switchgrass,Needleandthread, Western
- Wheatgrass, Saltgrass, Blue Grama, Sand Dropseed, and Forbs. These grasses occur on the east
side of the South Platte River. The west side of the River is a fallow field which has overgrown
with weeds.
Along the River are cottonwood and willow trees with their tall and mid-grass communities of
bluestem and indiangrass between the widely spaced trees.
J-1
EXHIBIT K
CLIMATE INFORMATION
See Exhibit K-1 for climate information. This data was collected from Climatology Report No.
77-1, March 1977, Department of Atmospheric Science, Colorado State University, Fort Collins,
CO.
K-1
S
Page 1 o1 1
EXHIBIT K-1
- Monthly Climatic Data for BRIGHTON for years 1973 - 1997
_. Station - 50950 Latitude - 3959 Longitude - 10450 Elevation - 4980
Jan Feb Mar Apr May Jun Jul Aug Sep
Monthly mean temperature.
Ave 27.7 32.9 40.5 48.4 57.6 67. 6 72.5 70.4 62. 3
_
Max 38 .7 39.2 47.8 55.3 61 .1 71.8 74 . 9 73.8 66. 0
Year 1986 1976 1986 1981 1974 1990 1980 1983 1990
Min 16.8 21.4 36.0 42. 1 50. 6 63. 1 70.3 67. 3 57. 8
Year 1979 1989 1996 1997 1995 1995 1992 1974 1993
_
Count 24 24 24 24 21 24 23 24 24
Monthly mean maximum temperature.
Ave 41.9 47 .2 55.4 63. 4 72. 4 83.4 88 .6 86. 1 78 . 6
Max 54 .0 55. 6 63.7 72.4 78.3 89.0 91. 6 90.4 83. 9
Year 1986 1976 1986 1981 1974 1990+ 1980 1985 1977
— Min 30. 6 32.8 48. 9 55.2 60.8 76.5 84 . 9 82.8 72. 5
Year 1979 1989 1983 1983 1995 1995 1992 1992 1993
Count 24 24 24 24 21 24 23 24 24
— Monthly mean minimum temperature.
Ave 13. 6 18.5 25. 6 33.3 42. 8 51.8 56. 5 54 .7 46.0
Max 23.4 25.0 31. 9 38.9 46.3 56.3 58.6 58.5 50. 9
- Year 1986 1992 1986 1992 1987 1988 1985 1983 1990
Min 3.0 9.9 21.0 28.3 39.0 47. 6 54 . 9 50. 1 40.7
Year 1979 1989 1996 1975 1983 1975 1979 1974 1974
Count 24 24 24 24 21 24 23 24 24
Total monthly precipitation.
Ave 0.48 0.41 1.26 1.56 2.56 1.84 1.55 1.53 1.01
_
Max 1.23 1.48 5.25 4.01 5.70 4.55 4.76 4 .01 2. 66
Year 1989 1987 1990 1986 1987 1997 1977 1992 1996
Min 0. 10 0. 01 0.22 0.32 0.14 0.09 0. 12 0. 16 0.01
_ Year 1983 1991 1982 1982 1974 1990 1994 1985 1978
Count 24 24 24 24 21 24 23 24 24
Total monthly snowfall.
Ave 6.4 4 .7 7.8 5.4 0.9 0.0 0.0 0.0 0. 6
Max 15. 1 12. 1 22. 1 17.0 10.5 0.0 0.0 0.0 6. 4
Year 1992 1993 1983 1974 1978 1997+ 1997+ 1997+ 1985
— Min 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0
Year 1983 1992+ 1991 1993+ 1997+ 1997+ 1997+ 1997+ 1997+
Count 24 24 24 24 21 24 23 24 24
http://cce.atmos.colostate.edu/cgi-bin/mlydb.pl 6/18/99
EXHIBIT L
RECLAMATION COSTS
The maximum area of disturbance was based on the point in time when it would be the most
expensive to reclaim the site. This point occurs during the backfilling for 3:1 slopes in Mining
Cell 1 and 2. Here the dewatering trench will be at its maximum length. The access road and
processing area will also contribute to the site disturbance. There will be shoreline under
reclamation at the south end of the property. Please refer to Table D-1 for a listing of disturbed
areas, which total 61 acres. This estimate will follow the same order as the Table D-1.
A. Backfilling Sediment Basin Qty Units Unit Cost Cost
1. Backfill (2' depth) 12,900 CY $ 1.25 $16,125.00
2. Topsoil (6" depth) 3,200 CY $ 1.25 $ 4,000.00
3. Scarify 4 AC $ 100.00 $ 400.00
4. Seed 4 AC $ 750.00 $ 3,000.00
5. Reseed 1 AC $ 750.00 $ 750.00
B. Active Mining Area (15 acres) Qty Units Unit Cost Cost
1. Liner (1,000 L.F.) Backfill 8,000 CY $ 1.25 $10,000.00
2. Topsoil (6" depth) 176 CY $ 1.25 $ 220.00
3. Scarify 0.2 AC $100.00 $ 20.00
4. Seed 0.2 AC $750.00 $ 150.00
5. Reseed 0.06 AC $750.00 $ 45.00
Stripped Overburden and Topsoil (3.5 acres
within 15 acres, the area ahead of mining)
6. Backfill (4' depth) 22,586 CY $ 1.25 $28,232.50
7. Topsoil (6" depth) 2,800 CY $ 1.25 $ 3,500.00
8. Scarify 3.5 AC $100.00 $ 350.00
9. Seed 3.5 AC $750.00 $ 2,625.00
10. Reseed 1 AC $750.00 $ 750.00
C. Topsoil and overburden stockpiles Qty Units Unit Cost Cost
1. Scarify 3 AC $100.00 $ 300.00
2. Seed 3 AC $750.00 $ 2,250.00
3. Reseed 1 AC $750.00 $ 750.00
D. Dewatering trench(30'depth, 2'width) Qty Units Unit Cost Cost
1. Backfill (30' depth) 8,666 CY $ 1.25 $10,832.50
2. Topsoil (6" depth) 145 CY $ 1.25 $ 181.25
3. Scarify 3 AC $100.00 $ 300.00
4. Seed 3 AC $750.00 $ 2,250.00
5. Reseed 1 AC $750.00 $ 750.00
L-1
— E. Roads Qty Units Unit Cost Cost
1. Demo and remove, 9000 SF x 8" 6000 CF $ 0.05 $ 300.00
2. Topsoil ( 6" depth) 167 CY $ 1.25 $ 208.75
3. Scarify 0.2 AC $100.00 $ 20.00
4. Seed 0.2 AC $750.00 $ 150.00
F. Processing plant (Equipment is portable and Qty Units Unit Cost Cost
would be removed by the operator)
1. Move the surge pile into the settling basin 1000 CY $ 1.25 $ 1,250.00
2. Wash plant, remove concrete pad, 20'x 20' x 1' 15 CY $ 65.00 $ 975.00
3. Asphalt plant, remove concrete pad, 80'x 20' x 1' 60 CY $ 65.00 $ 3,900.00
4. Concrete plant, remove concrete pad, 50'x 20' x 1' 37 CY $ 65.00 $ 2,405.00
5. Shop, demo and remove, 2000 SF x 20' 40000 CF $ 0.05 $ 2,000.00
6. Office, remove concrete footings 8 CY $ 65.00 $ 520.00
7. Scale, remove concrete base 10 CY $ 65.00 $ 650.00
8. Topsoil (6" depth) 15325 CY $ 1.25 $19,156.25
9. Scarify 27 AC $100.00 $ 2,700.00
10. Seed 27 AC $750.00 $20,250.00
11. Reseed 9 AC $750.00 $ 6,750.00
— G. Lakeshore final graded with topsoil Qty Units Unit Cost Cost
1. Scarify 2 AC $100.00 $ 200.00
2. Seed 2 AC $750.00 $ 1,500.00
3. Reseed 0.7 AC $750.00 $ 525.00
H. Lakeshore Seeded Qty Units Unit Cost Cost
1. Reseed 0.7 AC $750.00 $ 525.00
Description Item Cost
Disturbance Cost Total $ 151,766.25
Contractor MOB/DEMOB(8.0%) $ 12,141.30
Overhead (18.5%) $ 28,076.76
Administrative(5.0%) $ 7,588.31
Total Proposed Bond $ 199,572.62
_ Disturbed Acreage (Acre) 61
Bond Cost Per Acre ($/Acre) $ 3270.00
L-2
EXHIBIT M
OTHER PERMITS AND LICENSES
Weld County Use By Special Review Permit
Colorado Department of Health Air Pollution Emission Notification Permit (APEN)
Colorado Department of Health Colorado Discharge Permit System Permits (CDPS)
Colorado Department of Health Stormwater Management Plan(SWMP)
Colorado State Engineers Substitute Water Supply Plan/Well Permit
M-1
Weld County Planning Cep =
MAY 11 2000
ThttleApplegate,lnc.
RECEIVED
Consultants for Land, Mineral and Water -'
May 8, 2000
Mr. Gregg Squire
Division of Minerals and Geology
1313 Sherman Street Room 215
Denver, CO 80203
RE: Mobile Pre-Mix Concrete, Inc., a subsidiary of Lafarge Corp.; Riverbend Operation;
Permit Application No. M-2000-16
Dear Gregg,
On behalf of our client, Mobile Pre-Mix Concrete, Inc., we are waiving our right to a Division
recommendation within 90 days and a MLRB decision within 120 days. We request an
extension to the decision date until June 30, 2000.
We are requesting the additional time to adequately address the comments from Allen Sorenson
provided to us on Friday,May 5, 2000. We also request you reschedule the Pre-Hearing
Conference, (originally scheduled for May 15, 2000) and the date for the Division's
recommendation to allow us to appear before the June MLR Board if needed. We expect to be
able to provide you with additional responses by the end of May.
Thank you for your cooperation. Please call if you have any questions.
Sincerely,
TuttleApplegate, Inc.
Pamela E. Acre
Environmental Compliance Specialist
Cc: file #99-138
Duane Bollig, Lafarge
.11 Weld County Clerk to the Board
�t J)P w� List of Objectors and Other Interested Parties
1,1.°' )" cc/ PL; F6, 64
1 .1990 Grant St. • Suite 304 • Denver, CO 80233 5441 Boeing Drive • Suite 200 • Loveland, CO 80538-8855
(303) 452-6611 • Fax (303) 452-2759 (970) 461-9884 • Fax (970) 613-1177
•
al al
a al
ale
ea
,, ,d Crunty Planning i,e;.;tMaIMM
ThttleApplegate,lnc.
y o5 ZOO° Consultants for Land, Mineral and Water
k7 ii- CEIVE'
May 2, 20b0"
Division of Minerals and Geology
Department of Natural Resources
Attn: Mr. Gregg Squire
1313 Sherman Street, Room 215
Denver, Colorado 80203
RE: Response to Adequacy Review Comments, 112 Construction Materials Application,
Mobile Premix Concrete,Inc. a subsidiary of Lafarge Corp., Riverbend Operation,
Application No. M-2000-016
Dear Mr. Squire:
The following discussion and attachments are submitted on behalf of our client in response to the
adequacy review comments received for the Riverbend Operation. The Colorado Division of
Minerals and Geology submitted adequacy review comments to the applicant on April 13, 2000
and April 20, 2000. The information and discussion below addresses each comment as it was
presented by the Division.
Response to Mr. Allen Sorenson Comments Submitted on April 13, 2000:
Comments 1 and 2
The applicant agrees with the complete liner installation cost estimates provided in Comment 1.
However, the applicant will be performing reclamation and liner installation during the mining
operation. Since it is intended that the liner design will achieve State Engineer design standards,
the applicant wishes to use a cost estimate for the repair or replacement of 20 percent of the
proposed liner in Exhibit L. In support of the liner design and lower cost estimate provided for
contingency bonding, Attachment A provides a typical design drawing and specifications in
addition to construction and quality assurance/quality control plans for the installation of a sealed
liner.
Comment 3
Individual logs from drilling operations were not readily available. However, an evaluation
report of the gravel resource is provided in Attachment B. The evaluation provides field and
laboratory testing results from five exploratory bore holes. Please note that this attachment is
marked confidential under Rule 1.3.
ce; /az FG CA
1 1990 Grant St. • Suite 304 • Denver, CO 80233 5441 Boeing Drive • Suite 200 • Loveland, CO 80538-8855
(303) 452-6611 • Fax (303) 452-2759 (970) 461-9884 • Fax(970) 613-1177
Mr. Gregg Squire
May Z 2000
Page 2 of 4
Comment 4
Although the Urban Drainage and Flood Control District requires 400-foot mining setbacks, the
District will allow mining to within 100 feet of the riverbank if protective measures are
employed. The applicant proposed the 200-foot setback with the intention of providing
additional protective measures as required by the District.
Comment 5
• To permit mining and backfilling within the river setback area, the low flow season will
be defined as the period from October 1st to May 1st of each year as recommended by the
Division.
• The applicant will not mine within the 200-foot setback unless sufficient backfill material
is available on-site. In addition, the applicant will not mine more than a total of 3 acres
within the river setback area during any one year.
• During each year that the Riverbend Operation is active, the applicant will provide to the
Division a signed affidavit stating that the required 200-foot setback is established
between the edge of the pit and the top of the riverbank. The affidavit will be submitted
by May 1st of each year and will include a statement that the setback area will be
maintained during the period from May 1st to October 1st
Comment 6
Exhibit C has been checked to verify that all man made structures within 200 feet of the affected
land were correctly illustrated. All permanent man-made structures within 200 feet of the
affected land have been shown on the map.
Comment 7
For structures discussed in the application and illustrated on Exhibit C, the applicant shall either
(1) provide a setback distance of at least two times the pit depth from all structures or(2) provide
a notarized agreement to the Division between the applicant and the person(s) having an interest
in the structure. The agreement shall state that the applicant is to provide compensation for any
damage to the structure caused by mining activities within 200 feet of the structure.
Comment 8
The applicant will reclaim the entire reservoir bank, from the top edge of the bank to the bottom
of the reservoir,with 3:1 slopes.
Comment 9 •
Armoring of the reservoir slopes shall be.accomplished with pit run or other engineering
approved gravel as illustrated on the design drawing provided in Attachment A. The cost of this
armoring has been added to Exhibit L. A revised Exhibit L is presented in Attachment C.
Mr. Gregg Squire
May 2, 2000
Page 3 of 4
Comment 10
The maps in Exhibit C and Exhibit F have been corrected to illustrate that mining will not extend
beyond the permit boundary. The revised Exhibit C and Exhibit F plan maps are presented in
Attachment D.
Response to Mr. Gregg Squire Comments Submitted on April 20,2000:
Comment I
• The applicant plans to use the SCS seeding recommendation.
• The applicant will plant trees and shrubs in areas where tree/shrub clusters are illustrated
on Exhibit F. The tree and shrub species will be selected from the lists provided in
Exhibit E, with no one species being more than 25 percent of the total species planted.
The applicant hesitates to commit at this time to the exact species to be used.
Availability and associated costs of specific trees and shrubs at the time of planting may
make such a commitment unpractical.
• The applicant is committed to planting 50 trees and 50 shrubs around the east/southeast
side of Lake 1 and 30 trees and 30 shrubs around the north side of Lake 2. The success
standard used will be 80% survival at the time of bond release.
Comment II
• The applicant does not anticipate that the lined reservoirs will affect alluvial ground
water elevations up or down gradient of the site. However, to detect and mitigate
potential impacts to the alluvial ground water elevation due to mining operations or
reclamation activities, the applicant will monitor ground water levels. Eight (8)
monitoring wells will be installed around the perimeter of the site to obtain baseline data
and monitor ground water levels during mining operations and reclamation activities.
The locations of the proposed monitoring wells are illustrated in a revised pre-
mining/mining plan map provided in Attachment D.
To provide timely and representative ground water elevation information, the eight (8)
new monitoring wells will be completed, developed, and surveyed immediately upon
permit approval. Well coordinates and top of casing (measuring point) elevation data
will be collected upon well completion. Well coordinates, measuring point elevations,
and water level measurements will be made to the nearest tenth of a foot.
Ground water level measurements will be taken on a monthly basis starting at a minimum
of 3 months prior to exposure of ground water at the site and will continue throughout the
mine operation and reclamation activities. Data collected prior to mining below the
ground water table will be used to establish baseline ground water elevations for the site.
Baseline elevations will be established for a 12-month period. If an entire year of ground
water monitoring cannot be completed before exposing ground water at the site, data
collected at the site will be used with documented regional ground water data to
extrapolate baseline ground water elevations for the entire 12-month period. The ground
water data will be submitted to the Division along with other annual reporting
requirements.
Mr. Gregg Squire
May 2, 2000
Page 3 of 4
Mitigation of potential impacts caused by changing ground water elevations will be
addressed based upon the specific location and nature of the impact. If potential impacts
are identified,monitoring data will be used to compare measured ground water elevations
with ground water conditions observed prior to mining or reclamation activities.
Changes in measured ground water elevations will be evaluated based on natural ground
water fluctuations and changes in non-project related local conditions including
precipitation, river flows, and land use. If, due to mining or reclamation activities,
changes in ground water elevation create adverse impacts to adjacent properties, the
impacts will be addressed to the satisfaction of the Division.
• The applicant does not anticipate dewatering operations at the site to impact the water
rights of adjacent well owners. However, once dewatering at the site has started, ground
water levels in the immediate vicinity are expected to drop. If water levels are dropping
in adjacent wells, due to dewatering at the Riverbend operation, such that well owners
historic water production may be injured, the applicant will begin to implement one or
more of the following measures. However, if the well has not been put to beneficial use
prior to mining,the applicant should have no responsibility to provide mitigation.
1. Modify existing wells to operate under lower ground water conditions. This
would include re-drilling existing wells to deeper depths or lowering the pumps.
All work would be done at the applicants expense with the exception of replacing
equipment that was non-functional prior to mining.
2. If existing wells cannot be repaired, the applicant will drill a new well for the
owner to replace the damaged well. The new well will produce water of the same
quantity and quality to support the historic use.
Comment III
The plan maps in Exhibit C and Exhibit F have been corrected to illustrate that mining will not
extend beyond the permit boundary. The revised Exhibit C and Exhibit F plan maps are
presented in Attachment D.
Sincerely,
TUTTLE APPL GATE,INC.
William Schenderlein
Project Engineer
Enclosures
cc: TA File#99-138
Weld County Clerk to the Board
Duane Bollig, Lafarge
List of Objectors and Other Interested Parties
ATTACHMENT A
Representative Pit Liner
Attachment A— Typical Liner Design, Construction, and
Quality Assurance/Quality Control
Installation of the liner and other reclamation activities will be concurrent with mining
and therefore will be completed in phases. As operations progress, the applicant will
begin lining and sealing mined areas to form a portion of the reservoir. On-site
overburden and the claystone bedrock will be used to seal the perimeter of the reservoir
to isolate the site from the alluvial aquifer. As the reservoir shoreline is backfilled with
claystone and overburden, these areas will be compacted to create the liner.
The applicant will provide the Colorado Division of Minerals and Geology (Division)
with a schedule for each phase of the liner construction. During construction, scrapers
will be used to place claystone and overburden material along the shoreline perimeter.
The material will be placed in lifts and the moisture content will be adjusted by water
applications. Wheel compaction by scrapers and/or sheepsfoot rollers will primarily be
used to acquire the compaction specification following the placement of each lift. Once
the final 3:1 slope has been achieved with compacted overburden, pit run or other
engineering approved gravel will be placed from the crest to the toe of the slope as an
armoring for the liner.
To provide for the beneficial end use of the site, the intent of the liner design is to achieve
State Engineer design standards. The applicant will demonstrate that the constructed
liner meets the requirements of the design by performing appropriate quality control
observations and tests. Quality assurance/quality control checks will be used to
determine that compaction is being achieved. This will include an evaluation and
possible changes in the water applications, lift thickness, and compaction method (wheel
rolling, sheepsfoot roller, etc.). During initial stages of the liner construction, several in-
place tests will be done to determine if the compaction method is sufficient to meet the
design standard. Thereafter, the applicant will be conducting regular on-going
compaction testing to ensure standards are being met. Tests performed shall meet or
exceed applicable ASTM standards.
The applicant will provide written documentation of the work performed and results of
quality control field and laboratory tests. A construction report detailing the installation
of the liner will be provided to the Division along with other annual reporting
requirements. The construction report will include quality assurance/quality control
observations and testing results, deviations from design specifications, construction
schedule updates, and certification from the quality assurance engineer.
)
xki ? sIces
c
P
.
r 10'
F".. 15H
ALL WEATHERED BEDROCK TO BE
EXCAVATED AND REMOVED FROM THE
FOUNDATION OF THE LINER. WEATHERED
C BEDROCK SHALL BE REMOVED UNTIL
COMPETANT BEDROCK IS EXPOSED. 2' GRAVEL g:'N
al
RANDOM FILL CLAY/SHALE GRAVEL
I ..
(ZONE 2) � CORE
k o x ^ (ZONE 1)
en _BEDROCK
BEDROCK SURFACE TO BE SCARIFIED ,I/
•PRIOR TO THE PLACEMENT OF FILL J 5' MIN. 15..._._I
o MATERIALS.
z
THE KEYWAY TRENCH SHALL BE EXCAVATED
A MINIMUM OF 2.0' INTO COMPETANT BEDROCK.
IN NO CASE SHALL THE DEPTH OF THE KEYWAY
BE LESS THAN 5'.
ZONE t CLAY/BHALE CORE NOTES:
I�III ALL ZONE 1 MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% 1. EACH LAYER OF FILL SHALL BE SCARIFIED TO ALLOW
IIIIASTM-0698-78 STANDARD PROCTOR ® ±2% OF OPTIMUM MOISTURE PROPER BONDING BETWEEN LAYERS.
CONTENT.
,� 2. DENSITY AND MOISTURE CONTENT TESTING SHALL BE DONE
I�fr r ZONE2EMBANIQAENT(RANDOM
dill' ALL ZONE 2 MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% DAY OR ONE TEST EVERY 2000 YARDS PLACED.
ASTM-D698-78 STANDARD PROCTOR ® ±2% OF OPTIMUM MOISTURE
CONTENT. 3. AN 815 OR 825 SHEEPSFOOT ROLLER WILL BE USED FOR
COMPACTING EFFORTS.
i
II
-10
t Sp
REPRESENTATIVE PIT LINER
3
A
ATTACHMENT B
Evaluation of Gravel Resource.
(Confidential)
ATTACHMENT C
Revised Reclamation Cost Estimate
Attachment C—Revised Exhibit L, Reclamation Cost Estimate
The maximum area of disturbance was based on the point in time when it would be the most
expensive to reclaim the site. This point occurs during the backfilling for 3:1 slopes in Mining
Cell 1 and 2. Here the dewatering trench will be at its maximum length. The access road and
processing area will also contribute to the site disturbance. There will be shoreline under
reclamation at the south end of the property. Please refer to Table D-1 for a listing of disturbed
areas, which total 61 acres. This estimate will follow the same order as the Table D-1.
A. Backfilling Sediment Basin Qty Units Unit Cost Cost
1. Backfill (2' depth) 12,900 CY $ 1.25 $16,125.00
2. Topsoil (6" depth) 3,200 CY $ 1.25 $ 4,000.00
3. Scarify 4 AC $ 100.00 $ 400.00
4. Seed 4 AC $ 750.00 $ 3,000.00
5. Reseed 1 AC $ 750.00 $ 750.00
B. Active Mining Area (15 acres) Qty Units Unit Cost Cost
1. Liner—install, repair, or replace 20% 3,250 LF $ 77.90 $253,200.00
2. Pit Run Material to Armor Liner (2' depth) 25,000 CY $ 7.50 $187,500.00
Stripped Overburden and Topsoil (3.5 acres
within 15 acres, the area ahead of mining)
3. Backfill (4' depth) 22,586 CY $ 1.25 $28,232.50
4. Topsoil (6" depth) 2,800 CY $ 1.25 $ 3,500.00
5. Scarify 3.5 AC $100.00 $ 350.00
6. Seed 3.5 AC $750.00 $ 2,625.00
7. Reseed 1 AC $750.00 $ 750.00
C. Topsoil and overburden stockpiles Qty Units Unit Cost Cost
1. Scarify 3 AC $100.00 $ 300.00
2. Seed 3 AC $750.00 $ 2,250.00
3. Reseed 1 AC $750.00 $ 750.00
D. Dewatering trench(30'depth, 2'width) Qty Units Unit Cost Cost
1. Backfill (30' depth) 8,666 CY $ 1.25 $10,832.50
2. Topsoil (6" depth) 145 CY $ 1.25 $ 181.25
3. Scarify 3 AC $100.00 $ 300.00
4. Seed 3 AC $750.00 $ 2,250.00
5. Reseed 1 AC $750.00 $ 750.00
L-1
E. Roads Qty Units Unit Cost Cost
1. Demo and remove, 9000 SF x 8" 6000 CF $ 0.05 $ 300.00
2. Topsoil ( 6" depth) 167 CY $ 1.25 $ 208.75
3. Scarify 0.2 AC $100.00 $ 20.00
4. Seed 0.2 AC $750.00 $ 150.00
F. Processing plant (Equipment is portable and Qty Units Unit Cost Cost
would be removed by the operator)
1. Move the surge pile into the settling basin 1000 CY $ 1.25 $ 1,250.00
2. Wash plant, remove concrete pad, 20'x 20' x 1' 15 CY $ 65.00 $ 975.00
3. Asphalt plant, remove concrete pad, 80'x 20' x 1' 60 CY $ 65.00 $ 3,900.00
4. Concrete plant, remove concrete pad, 50' x 20' x 1' 37 CY $ 65.00 $ 2,405.00
5. Shop, demo and remove, 2000 SF x 20' 40000 CF $ 0.05 $ 2,000.00
6. Office, remove concrete footings 8 CY $ 65.00 $ 520.00
7. Scale, remove concrete base 10 CY $ 65.00 $ 650.00
8. Topsoil (6" depth) 15325 CY $ 1.25 $19,156.25
9. Scarify 27 AC $100.00 $ 2,700.00
10. Seed 27 AC $750.00 $20,250.00
11. Reseed 9 AC $750.00 $ 6,750.00
G. Lakeshore final graded with topsoil Qty Units Unit Cost Cost
1. Scarify 2 AC $100.00 $ 200.00
2. Seed 2 AC $750.00 $ 1,500.00
3. Reseed 0.7 AC $750.00 $ 525.00
H. Lakeshore Seeded Qty Units Unit Cost Cost
1. Reseed 0.7 AC $750.00 $ 525.00
Description Item Cost
Disturbance Cost Total $ 582,000.00
Contractor MOB/DEMOB(8.0%) $ 46,560.00
Overhead (18.5%) $ 107,670.00
Administrative (5.0%) $ 29,100.00
Total Proposed Bond $ 765,330.00
Disturbed Acreage (Acre) 61
Bond Cost Per Acre ($/Acre) $ 12,550.00
L-2
ATTACHMENT D
Revised Pre-mining/Mining and
Reclamation Plan Maps
Hello