HomeMy WebLinkAbout20174006.tiffDEPARTMENT OF PLANNING SERVICES
1555 N 17th Ave, Greeley, CO 80631
Phone (970) 353-6100 x3540 Fax (970) 304-6498
USE BY SPECIAL REVIEW (MINING OPERATION) APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT # /AMOUNT # /$ CASE # ASSIGNED:
APPLICATION RECEIVED BY PLANNER ASSIGNED:
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 construction materials (gravel, coal, borrow pit, etc.) mining operation for the following described
unincorporated area of Weld County:
Legal Description Part of the NorthWest Quarter of
Section 33 , Township 3 North, Range 67 West
Flood Plain: none Zone District: N/A , Total Acreage: 156.78± , Overlay District: N/A
Geological Hazard: N/A , Airport Overlay District: N/A
2. Surface owner(s) of area of land described
Name: Varra Companies, Inc. Address: 8120 Gage St. Phone: 303-666-6657
Name: Address: Frederick 80516 Phone:
3. Owner(s) of mineral rights or substance to be mined
Name: Varra Companies, Inc. Address: 8120 Gage St. Phone: 303-666-6657
Name: Address: Frederick 80516 Phone:
4. Applicant's name: Varra Companies, Inc.
Address: 8120 Gage St.; Frederick, CO 80516
Email Address gvarravarracornpanies.com
Phone: 303-666-6657
5. Identify any prior permits for mining held by applicant or affiliated person:
Weld County USR's 616, 907, 627, 840, 1219, 345, Firestone Resolution #10-10, 1760, 14-0023
I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with
or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee
owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee
owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included
indicating that the signatory has to legal authority to sign for the corporation.
6 -011171 -pre 64,2-7//7
Signature: Owner or Authorized Agent Date
14
Signature: Owner or Authorized Agent Date
Weld County Public Works Dept.
H Street
P.O. Box 758
Greeley, Co 80632
Phone: (970)304-6496
Fax: (970)304-6497
Applicant
Name Garrett Varra
ACCESS PERMIT
APPLICATION FORM
Property Owner (If different than Applicant)
Name
Varra arra Companies, Inc. Address _
e _
Address 8120 Gage Street
City State Zip
City Frederick CO State 2p 80534Phone
Business Phone 303 66O-0857 Fax
Fax 303.886-8743
E -mall gvarra@varracompaniesecom
Parcel Location & Sketch
The access is on WCR 28
Nearest Intersection: WCR 8
Distance from Intersection 2680 feet
& WCR 17
Parcel Number
120933200051
Section/Township/Range Sec. 33; T3 l; R67W; 6th P.M.
e
Is there an existing access to the property_ U YES NO
Number of Existing Accesses ° (2)
Road Surface Type & Construction Information
0
Asphalt O Gravel M Treated 11 Other
Culvert Size & Type 18 " CMP
Materials used to construct Access nature round/ ravel surfe
Construction Start Date 2017 Finish Date 2050
Proposed Use
QTemporary (Tracking Pad Required)/ $75
Q Small Commercial or Oil & Gas/$75
OField (Agriculture Only)/Exempt
C
t
I
F -mail
Existing Access A= Proposed Access
4';D Ike" {
t IZZ t xr=cad in
:gctei A("nil:NA:4_5
a
cc 33
WCR a
QSingle Residential/$75
Large Commercial/$150
CC
EIZN
Li
Q Industrial/$150
Subdivision/$15Q
Is this access associated with a Planning Process? ONo O USR ORE OPUD QOther
Required Attached Documents
- Traffic Control Plan
-Certificate of Insurance - Access Pictures (From the Left, Right, & into the access)
By accepting this permit, the undersigned Applicant, under penalty of perjury, verifies that they have received all pages of the permit
application; they have read and understand all of the permit requirements and provisions set forth on all pages; that they have the
authority to sign for and bind the iicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the
Applicant is bound by and agrees o comply with all said permit requirements and provisions, all Weld County ordinances, and state laws
regarding faciliti SignaturePi4e4.4". P '17
*ate'Printed hlarrt 41Date
Approval or D vial will be issued in minimum of 5 days. Approved by
Revised Date 6/29/10
Varra Companies,Inc.
Office of Special Projects
8120 Gage Street Frederick, Colorado 80516 Telephone (970) 353-8310 Fax (970) 353-4047
Friday 23 June 2017
To:
Kim Ogle, Planner III
Weld County — Dept. of Planning Services
1555 North 17th Avenue
Greeley, Colorado 80631
Subject: USR Submittal
Parcel 122 — Resource Development Project
OMLR Permit M-2015-033
Consistent with your e -Mail message of 21 June, included with this correspondence is our USR
application for Parcel 122 (a.k.a, P-122). For clarification, use of the former landowner name
(Bearson) has been abandoned during the middle of the document creation and is a relic name for
the identified Parcel 122 permit area.
With respect to your request to divide documents consistent with your earlier e -Mail messages,
every attempt to comply has been made. Some documents are found in the original OMLR
submittal and acorrelated revision, while others are divided among the USR submittal. I've
attempted to place them in the categories you described as possible.
There are a considerable number of documents — some tied exclusively to the OMLR submittal,
some from the OMLR that fulfill documents required under the USR, and documents required
exclusively under the USR. Located on the following page is an attempt to describe what
documents are included with this cover letter — and where they may be found.
The Folder Content is identified similarly on the included Thumb Drive. Paper Documents
follow the Thumb Drive content in the included paper folders.
Naturally, should you need clarification or additional information to aid a determination of the
Completeness of this USR submittal, please do not hesitate to contact me directly. Thank -you
for your kind and professional assistance, Kim.
Respectfully,
See Signed Hardcopy
Varra Companies, Inc.
Bradford Janes, Forester
Liaison, Interdisciplinary Affairs
cc. Garrett C. Varra, Vice -President
Varra Companies, Inc. Continued... next page...
1
Varra Companies, Inc. — Parcel 122 — Weld County USR Folders — Folder Documents Content Location:
Folder
Documents or Subfolder
Notes
Cover
&
Application
Letter
USR
1. Cover Letter
2, USR Application
Deed
1. Warranty
2. Quit
Deed
Claim Deed
Maps
— WC
1. Exhibit
B — Index
Map
USR
2. Exhibit
C-1 Vicinity
Map
3. Exhibit
F — Reclamation
Plan
Map
Mineral
Owner
Notification
—
List of Mineral Owners
& Mineral Lessees for
Notification
Services
prepared
by Zeren
Land
Zeren
Oil
Agreements
& Gas
Signed
Anadarko
agreement
Other
Permits
1.
2.
3.
4.
Army Corps
CDH Stormwater
CDH Fugitive
OSE Well
Permit
Approved
Dust
General
Juridictional
Permit
Permit
Det.
OMLR
or Weld
County
Other
Documents
Certificates
&
1. Land Title
—
Certificate
of Conveyance
For easements
— ROW
2. Signed
— Surface
Affidavit
Estate
of Interested
Land
Owners
—
refer
-oil&gas-
to OMLR
water
Exhibit
wells
C — and Weld
OMLR
permit
3. Water Information
Sheet
Map
Exhibits
or
4. Certificate
5. Correspondence
of Liabiltiy
to Lauren Light
— Weld
Laruen
USR
number
Light
Correspondence lacks
in advance — gave her
County
Department
of Public
Health
&
Environment
a telephone & heads —
call up she
will look for it from WC Planning
Services
Weld
Combined
Code
County
Primary WCUSR
Document — TEXT -
NOTE:
Questionnaire addressed
Addresses
requirements.
all
relevant
USR questions
&
beginning on page 109
Weld County
Access Permit
I.
2.
Complete
Accompanying
signed
photographs
Access
Permit
application
Continued — next
page...
a
I
I licat1on
OMLR
1.
2.
3.
4.
Permit
Approved
OMLR
Cover
Approval Correspondenc
Technical Revision #1
Map Exhibits
-Proofs_ Application Exhibits
A -S
Updated
Exhibit
approved
D — Extraction
maps and
Plan
&
Application —
exhibits,
Exhibit E — Reclamation
Plan — are
documents,
maps,
permits
&
included
and correlated documents
5. ERO clearance of T&E — Orchid
&
Preble's
6. OMLR
Primary Application, Exhibits,
and
related
7. Exhibit
Documents
I/J — extensive Soils Survey Report
8. AWES Dewatering Analysis document
9. AWES Stability
Analysis
Report
— See
Exhibit
S
Varra Companies, Inc. Parcel 122 — Resource Development Project
USR Submittal Correspondence to Kim Ogle, Weld County Planning Dept. of 23 June 2017
Varra Companies, Inc. Parcel 122 — Resource Development Project 3
USR Submittal Correspondence to Kim Ogle, Weld County Planning Dept. of 23 June 2017
Permit No. COG -500000
CDPS GENERAL PERMIT
FOR SAND AND GRAY _ FL MINING AND PROCESSING
(AND OTHER NONMETALLIC MINERALS EXCEPT FUEL)
COLORADO DISCHARGE PERMIT SYSTEM
In compliance with the provisions of the Colorado Water Quality Control Act (25-8-101 et seq., CRS, 1973 as
amended), facilities engaged in mining and processing of sand and gravel and other nonmetallic minerals (except
fuel) are authorized to discharge surface runoff and process water from authorized locations throughout the State
of Colorado to specified surface waters of the State. Such discharges shall be in accordance with conditions of
this permit.
The applicant may demand an adjudicatory hearing within thirty (30) days of the issuance of the final permit
determination, per the Colorado Discharge Permit System Regulations, Regulation No. 61 (5 CCR 1002-61).
Should the applicant choose tocontest any of the effluent limitations, monitoring requirements or other
conditions contained herein, the applicant must comply with Section 24-4-104 CRS and the Colorado Discharge
Permit System Regulations. Failure to contest any such effluent limitation. monitoring requirement, or other
condition, constitutes consent to the condition by the Applicant.
This permit specifically authorizes the facility listed on page 1 of this permit to discharge process generated
wastewaters and/or stormwater, as of the date stated below, in accordance with the permit requirements and
conditions set forth in Parts I and II hereon. All discharges authorized herein shall be consistent with the terms and
conditions of this permit.
This permit and the authorization to discharge shall expire at midnight, June 30, 2013
Issued and Signed this 30th day of May, 2008
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
Janet Kieler, Permits Section Manager
Water Quality Control Division ADMINISTRATIVELY CONTINUED
JULY 1, 2013
ISSUED AND SIGNED: MAY 30, 2008
EFFECTIVE DATE OF PERMIT: JULY 1, 2008
TABLE OF CONTENTS
PART I 3
A. COVERAGE UNDER THIS PERMIT .3
B. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS .4
1. Effluent Limitations and Monitoring Requirements — Crushed Stone, Construction Gravel, etc, 4
2. Effluent Limitations and Monitoring Requirements — Phosphate Rock Mining "., 5
3. Effluent Limitations and Monitoring Requirements — Industrial Sand5
4. Effluent Limitations and Monitoring Requirements- Industrial Sand-FIF , , 6
5. Effluent Limitations and Monitoring Requirements- Graphite 6
6. Effluent Limitations and Monitoring Requirements- Batch Plants, 7
7. Compliance Schedules 7
8. WET Testing 7
C. STORMWATER DISCHARGES ., 9
D. DEFINITIONS OF TERMS , 14
E. GENERAL MONITORING, SAMPLING AND REPORTING REQUIREMENTS ....15
L Routine Reporting of Data 15
2. Reporting - Stormwater Annual Report 15
3. Representative Sampling 16
4. Analytical and Sampling Methods for Monitoring 16
5. Records17
6. Flow Measuring Device 17
7. Signatory and Certification Requirements 17
PART II 18
A. NOTIFICATION REQUIREMENTS 18
1. Notification to Parties 18
2. Change in Discharge 18
3. Special Notifications - Definitions 19
4. Noncompliance Notification 19
5. Other Notification Requirements 19
6. Bypass Notification 20
7. Upsets 20
8. Discharge Point 20
9. Proper Operation and Maintenance 20
10. Minimization of Adverse Impact 21
11. Removed Substances 21
12. Submission of Incorrect or Incomplete Information 21
13. Bypass 21
14. Reduction, Loss, or Failure of Treatment Facility 21
B. RESPONSIBILITIES 21
1. Inspections and Right to Entry 21
2. Duty to Provide Information........................................................,.....,...,.,.,........... ,.,.,.......... ............., ....,........ 22
3. Transfer of Ownership or Control.. OOOOOO ........ ..............................................,...........,...................................................,......... 22
4. Availability of Reports ...............,..................................................,........................................................... 22
5. Modification, Suspension, Revocation, or Termination of Permits By the Division 22
6. Coil and Hazardous Su stance Liaity.......... ........ .............. .... ............ ..,...,......... ..,............. ................ ................ ......,24
7. State Laws ... ... .....................,.... SOON ......... ..,................. ,............... ............ ................ ..,............. ................ ....,........... ,...,.,24
8. Permit Violations ......... .............................. ................................................................. ...................................,.......5............,.. 24
9.
10.
11.
12.
13.
14.
15
16.
17.
18.
19.
20.
Property Rights ........ 0 ....... 0 ........ .
..•10.0.0011.. .....000 0. . 0 000 . . .......... 0•••••••5••• ....... ...... . 0 0 .. . . . ........ 0•••01•1“.. O . . . . 0 0 0 0•••••••5••• . . . . 0 0 0 . .
24
Severability.................. ..............,.......................................... III. ....................,..........................................Ike. ell ...........05 ..............0 25
Renewal Application 25
Confidentiality 25
Fees••••••••••••••••••••••••••••••• OOOOOOOO •••••••••••••••.••••• 9 • • ........................... III. ..............................5.,. 5...........................III. ..5.1..5.......5...,25
Duration of Permit...................... 25
Section 307 Toxics 0 0 0 0 ................. 25
Antibacksliding............ .................. ....
2 •.. 000 ann. OO0 ... 0 0 1.. 0 500 5 1..11. O 5 0 ... 0 0. 5 0 1.05.1.• O 0. 0. 0. •500.0..............• 9 ann. OO 0 ... 0 0 1.. 0 500 5 1.. 5 5 0 ... 0 0. 5 0 1.05 0 .'.S 1.. 0. 0. •500.0.00*. 9 5.111.•••
Effectof Permit Issuance.........................................................................................................................5...........,.1..,.55.,.5.... 26
Requiring an Individual CDPS Permit ......................... ., 26
Requesting an Individual CDPS Permit 0000 26
Requesting Coverage Under the General Permit 27
PART I
Page No. 3
Permit No. COG -500000
A. COVERAGE UNDER THIS PERMIT
1. This general permit authorizes stormwater and process water discharges from sand and gravel operations and other non-
metallic mineral mining (except fuel), including asphalt and concrete batch plants into surface waters of the State of
Colorado. Discharges to groundwater are not authorized under this general permit, and would be subject to the
jurisdiction of the Division of Reclamation, Mining and Safety.
This permit may cover the stormwater and process water discharges from crushed stone, construction sand and gravel,
phosphate rock, industrial sand, graphite, and concrete or hot asphalt batch plants as defined in 40 CFR Part 436. This
general permit does not cover the discharge from any domestic type wastewaters, or operations mining or processing
from gypsum, asphaltic mineral, asbestos and wollastonite, barite, fluorspar, salines from brine lakes, borax, potash,
sodium sulfate, frasch sulfur, bentonite, magnesite, diatomite, jade, novaculite, or tripoli facilities. An individual
permit may be necessary for the coverage of domestic wastewater in combination with any other allowable discharge due
to the incorporation of baseline conditions into the federal limitations. Due to the nature of general permits, determinations
of the assimilative capacity of the receiving stream(s) are not available. All limitations set in this permit are based upon the
most stringent water quality standards, the Regulations for Effluent Limitations, and/or the federal effluent limitation
guidelines.
Discharges may be covered under this permit at the Division's discretion, providing that such wastewater would not require
effluent limitations and/or monitoring requirements other than those contained in this permit. Such determinations will be
made on a case -by -case basis upon review of the permit application and any additional relevant information. If discharge
from one or more of the above listed sources require additional limitations and/or monitoring requirements, an individual
permit may be required. Multiple discharge points from one facility may be authorized through this permit providing all
meet these criteria.
2. This permit does not constitute authorization under 33 U.S.C. 1344 (Section 404 of the Clean Water Act) of any stream
dredging or filling operations.
In order to apply for certification under this general permit, the owner, operator, and/or authorized agent of the subject facility
shall submit by certified mail or hand delivery, the completed General Permit for Nonmetallic Mineral Mining and Processing
(Sand and Gravel) Application.
If the discharge is to a storm sewer system, ditch, or other manmade conveyance, approval from the owner of the system must
be obtained before discharge.
At least 30 days before the anticipated date of discharge, the application in its entirety, shall be submitted to:
Colorado Department of Public Health and Environment
Water Quality Control Division
Permits Section
4.300 Cherry Creek Drive South
Denver, CO 80246
The Division shall have up to thirty days after receipt of the above information to request additional data or deny the
authorization to discharge under this general permit. Upon receipt of additional information, the Division shall have an
additional 30 days to issue or deny authorization to discharge. If the Division determines that a new facility does not fall
under the authority of the general permit, then the information received will be processed for an individual permit, and the
applicantshall be notified of such a determination. If during the renewal process, the Division determines that a facility no
longer qualifies for the general permit, the facility will be allowed to discharge under the general permit until an individual
permit is issued
4. The final limitations to be applied under this permit shall take into consideration the application of the appropriate
discharge categories, applicable water quality standards, control regulations, total maximumdaily loads, and other
regulatory requirements. Potential limitations may include but are not limited to the general limitations as provided in Part
I.B below.
5. Authorization to discharge under this general permit shall expire on June 30, 2013. The Division must evaluate this
general permit once every five years and must recertify all applicants' authority to discharge under the general permit at
such time. Therefore, a permittee desiring continued coverage under the general permit must reapply by November 30,
2012. The Division will determine if the applicant continues to operate under terms of the general permit.
No chemicals shall be added to the discharge unless the Division grants specific approval in a certification, letter, or other
PART I
Page No. 4
Permit No. COG -500000
form of communication. To approve a chemical (including release agents), the Division must have the chemical's MSDS
sheet. All chemicals must be used and stored in accordance with the manufacturers recommendations and in accordance
with any applicable state or federal regulation.
7. There shall be no discharge of solid animal or food waste, vegetative wastes (grass, leaves, manure, garbage, etc), or any
floating solids or visible foam, in other than trace amounts.
8. All discharges must comply with the lawful requirements of federal agencies, municipalities, counties, drainage districts
and other local agencies regarding any discharges to storm drains systems, conveyances, or other water courses under their
jurisdiction. In addition, prior to the discharge the permittee must notify the owner of the system of the date, approximate
time, location, and duration of the discharge(s).
Bulk storage structures for petroleum products and other chemicals shall have secondary containment or equivalent
adequate protection so as to contain all spills and prevent any spilled material from entering discharged waters or waters of
the State.
B. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
1. Effluent Limitations and Monitoring Requirements — Crushed Stone, Construction Gravel and all other industrial
facilities covered under SIC Code l4 (not covered below)
a. Crushed Stone -means process wastewater generated during the mining or quarrying and processing of crushed
and broken stone and rip rap. This includes all types of rock and stone, except rock and stone that is crushed or
broken prior to the extraction of mineral, which is covered elsewhere. The processing of calcite, however, in
conjunction with the processing of crushed and broken limestone or dolomite is included.
b. Construction Sand and Gravel— means process wastewater generated during the mining and processing of sand
and gravel for construction or fill uses.
The above categories are subject to 40 CFR Part 436 Subparts B (Crushed Stone), and C (Construction Sand and Gravel).
These limitations also apply to all other industrial facilities covered under SIC Code 14 (that are not covered below). The
following limitations apply as outlined in these subparts.
Parameter
30 -Day
Avg.
Flow, MGD
pH, s.u.
Oil and Grease, mg/l
Total Suspended Solids, mg/l
Report
N/A
N/A
30
Limitations
7 -Day Daily
Avg. Max.
General Permit Requirements
NA
NA
NA
45
Rationale
Report Discharge Evaluation
6.5-9.0
10
NA
Water Quality Standards
State Effluent Regulations
State Effluent Regulations
Monitoring
Frequency 1
Continuous
Instantaneous2
Weekly
Weekly
Weekly
Site Specific I in.itations�_�_aa-a-aaasaaaan aa_aa=aaaa�asaaa�aataa�aaaaaaaaaat�
Total Dissolved Solids, mgil *
Total Phosphorus (as P), mg/l **
Other Pollutants of Concern
Whole Effluent Toxicity (WET)
Chronic
Acute
Report
Report
Various
NA Report
NA Various
NA Various
Stat Diff and IC25 > IWC
LCS 0 > 100%
Salinity Regulations
Control Regulations
Water Quality Standards
State Permit Limitations
Quarterly 4
Monthly
Weekly
Quarterly
Quarterly
Sample
Type
Recorder /
In -situ 2
Grab
Visual 3
Grab
Grab
Grab
Grab
3 Grab/Test
Grab
1 — For a minor facility, as determined by the EPA NPDES Permit Rating Worksheet, all weekly monitoring requirements shall be changed to 2 days per month.
2 — If power is not available, flow may be measured on an instantaneous basis. Major facilities shall monitor flow weekly, minor facilities 2 days / month
3 — If a visual sheen is noticed, a grab sample must be taken and analyzed for oil and grease
4 — Quarterly monitoring shall be prescribed if the limitation is based upon discharge to the Colorado River Basin. If the limitation is based upon agricultural protection,
the monitoring frequency shall be weekly.
* The TDS limitation will normally apply to discharges in the Colorado River Basin.
** The phosphorus limitations apply to discharges to the Dillon Reservoir Watershed, Cherry Creek Reservoir Watershed, Chatfield Reservoir Watershed, and the Bear
Creek Watershed, as defined in Regulation 71, 72, 73 or 74 respectively. The permittee may be required to obtain a phosphorus allocation from the applicable control
regulation authority prior to certification under this general permit.
PART II
Page No. 5
Permit No. COG -500000
2. Effluent Limitations and Monitoring Requirements— Phosphate Rock Mining_ means process wastewater generated by the
mining or quarrying of phosphate bearing rock, ore, or earth, for the phosphate content.
The above category is subject to 40 CFR Part 436 Subpart R (Phosphate Rock). The following limitations apply as outlined in this subpart.
Parameter
Flow, MGD
pH, s.u.
Oil and Grease, mg/1
Limitations
30 -Day 7 -Day Daily
Avg. Avg. Max.
General Permit Requirements
Report
N/A
N/A
---------------------__en__
Total Suspended Solids, mg/1
NA
NA
NA
Rationale
Monitoring
Frequency 1
Report Discharge Evaluation
6.5-9.0 Water Quality Standards
10 State Effluent Regulations
---Federal Effluent Limitation Guidelines
30 NA 60 Federal ELG
Site Specific Limitations-------_--___—.
Total Dissolved Solids, mg/1 * Report
Total Phosphorus (as P), mg/1 ** Report
Other Pollutants of Concern Various
Whole Effluent Toxicity (WET)
Chronic
Acute
NA Report
NA Various
NA Various
Stat Diff and IC25 > IWC
LC50 > 100%
Salinity Regulations
Control Regulations
Water Quality Standards
State Permit Limitations
Continuous /
Instantaneous
Weekly
Weekly
Weekly
Sample
Type
Recorder /
In -situ 2
Grab
Visual 3
-n--
Quarterly
Monthly
Weekly
Grab
Grab
Grab
Grab
Quarterly 3 Grab/Test
Quarterly Grab
Footnotes 1-4, *. and ** can be found under Part I.B.1.
3. Effluent Limitations and Monitoring Requirements — Industrial Sand -means process wastewater generated during the mining and
processing of sand and gravel for uses other than construction and fill. These uses include, but are not limited to, glassmaking,
molding, abrasives, filtration, refractories, and refractory bonding. This does not include HF flotation facilities, which are covered in a
different table.
The above category is subject to 40 CFR Part 436 Subpart D (Industrial Sand). The following limitations apply as outlined in this subpart.
Parameter
30 -Day
Avg.
Flow, MGD
pH, s.u.
Oil and Grease, mg/1
Total Suspended Solids, mg/I
Report
--- ......... -----------a-------------
Total Dissolved Solids, mg/1 *
Total Phosphorus (as P), mg/I **
Other Pollutants of Concern
Whole Effluent Toxicity (WET)
Chronic
Acute
Report
Report
Various
Limitations
7 -Day Daily
Avg. Max.
General Permit Requirements
Rationale
Monitoring
Frequency
NA Report Discharge Evaluation
N/A NA 6.5-9.0 Water Quality Standards
N/A NA 10 State Effluent Regulations
Federal Effluent Limitation Guidelines
25 NA 45 Federal ELG
-------Site Specific Limitations
NA Report
NA Various
NA Various
Stat Diff and IC25 > IWC
LC50 > 100%
Salinity Regulations
Control Regulations
Water Quality Standards
State Permit Limitations
Continuous /
Instantaneous
Weekly
W eekly
Sample
Type
Recorder /
In -situ 2
Grab
Visual 3
Weekly Grab
Quarterly
Monthly
Weekly
Quarterly
Quarterly
Grab
Grab
Grab
3 Grab/Test
Grab
Footnotes 1-4, * and ** can be found under Part 1.B.1.
PART II
Page No. 6
Permit No. COG -500000
4. Effluent Limitations and Monitoring Requirements -Industrial Sand, HF Flotation- means process wastewater generated during the
mining and processing of sand and gravel using HF Flotation for uses other than construction and fill.
The above category is subject to 40 CFR Part 436 Subpart D (Industrial Sand, HF Flotation). The following limitations apply as outlined in
this subpart.
Parameter
Flow, MGD
pH, s.u.
Oil and Grease, mg/1
Total Suspended Solids, lbs/day
Total Fluoride, lbs/day
Limitations
7 -Day Daily Max. Rationale
30 -Day Avg. Avg.
General Permit Requirements------ ------
Report
N/A
N/A
NA Report Discharge Evaluation
NA 6.5-9.0 Water Quality Standards
NA 10 State Effluent
Regulations
Federal Effluent Limitation Guidelines
0.023 lbs per
1,000 lbs total
production***
0.003 lbs per
1,000 lbs total
production***
Total Production, lbs/day
Total Dissolved Solids, mg/1
Total Phosphorus (as P), mg/1 **
Other Pollutants of Concern
Whole Effluent Toxicity (WET)
Chronic
Acute
Report
Report
Report
Various
NA
NA
0.046 lbs per
1.000 lbs total
production***
0.006 lbs per
1,000 lbs total
production***
Site Specific Limitations --------
NA
NA
NA
NA
Report
Report
Various
Various
Stat Diff and 1O25 > IWC
LCS0 > 100%
Federal ELG
Federal ELG
Monitoring
Frequency 1
mom aream— --- —o
Continuous /
Instantaneous-
Weekly
Weekly
----_----......
Discharge Evaluation
Salinity Regulations
Control Regulations
Water Quality Standards
State Permit Limitations
Weekly
Weekly
------------
Weekly
Quarterly
Monthly
Weekly
Quarterly
Quarterly
Sample
Type
Recorder /
In -situ 2
Grab
Visual 3
Grab
Grab
Actual
Grab
Grab
Grab
3 Grab/Test
Grab
Footnotes 1-4, * and ** can be found under Part I.B.I.
5. Effluent Limitations and Monitoring Requirements -Graphite Mining -means process wastewater generated during the mining and
processing of naturally occurring graphite.
The above category is subject to 40 CFR Part 436 Subpart AL (Graphite). The following limitations apply as outlined in this subpart.
Parameter
Flow, MOD
pH, s.u.
Oil and Grease, mgl
Limitations
7 -Day Daily Max.
30 -Day Avg. Avg.
General Permit Requirements
Report
N/A
N/A
Total Suspended Solids, mg/I
Total Iron, mg/1
10
1
Total Dissolved Solids, mg/l *
Total Phosphorus (as P), mg/1 **
Other Pollutants of Concern
Whole Effluent Toxicity (WET)
Chronic
Acute
Report
Report
Various
NA
NA
NA
Rationale
Monitoring
Frequency 1
Report Discharge Evaluation
6.5-9.0
10
Water Quality Standards
State Effluent
Regulations
Federal Effluent Limitation Guidelines-- ......
NA 20
NA 2
Site Specific Limitations
NA
NA
NA
Report
Various
Various
Stat Diff and IC25 > IWC
LCS0 > 100%
Federal ELG
Federal ELG
Continuous /
Instantaneou s2
Weekly
Weekly
Weekly
Weekly
...... -- -'e-----n------n- -
Salinity Regulations
Control Regulations
Water Quality Standards
State Permit Limitations
Quarterly 4
Monthly
Weekly
Sample
Type
Recorder /
In -situ
Grab
Visual 3
Grab
Grab
Grab
Grab
Grab
Quarterly 3 Grab/Test
Quarterly Grab
Footnotes 1-4, * and ** can be found under Part 13.1.
PART II
Page No. 7
Permit No. COG -500000
6. Effluent Limitations and Monitoring Requirements -Concrete and Hot Asphalt Batch Plants -means process wastewater generated
during the mixing process. This also includes the associated truck and drum wash area for concrete facilities, and the wet scrubber discharge
from hot asphalt plants.
Parameter
Flow, MGD
30 -Day
Avg.
pH, s.u.
Oil and Grease, mg/1
Total Suspended Solids, mg/1
Total Iron, mg/1
Report
N/A
N/A
30
1
Limitations
7 -Day Daily Rationale
Avg. Max.
General Permit Requirements ----------
NA
NA
NA
NA
Report Discharge Evaluation
6.5-9.0 Water Quality Standards
10 State Effluent Regulations
45 State Effluent Regulations
Federal Effluent Limitation Guidelines
Total Dissolved Solids, mg/1 *
Total Phosphorus (as P)„ mg./1**
Other Pollutants of Concern
Whole Effluent Toxicity (WET)
Chronic
Report.
Report
Various
Monitoring
Frequency I
Continuous /
Instantaneous
Weekly
Weekly
Weekly
NA 2 Federal ELI
Site Specific Limitations
NA Report
NA
NA
Salinity Regulations
Various Control Regulations
Various Water Quality Standards
Stat Diff and IC25 > IWC
LC50 > 100%
State Permit Limitations
Weekly
Quarterly 4
Monthly
Weekly
Quarterly
Sample
Type
Recorder /
In -situ 2
Grab
Visual 3
Grab
Grab
Grab
Grab
Grab
3 Grab/Test
Footnotes 1-4, * and ** can be found under Part I.B..1.
7. Compliance Schedules- If necessary, any compliance schedule items will be noted in the certification to discharge.
8. WET Testing
a. Acute WET Testing (See also Part I.B.7.c for WET requirements applicable to both chronic and acute WET testing)
1. Testing and Reporting Requirements
Tests shall be done at the frequency listed in Parts I.B.1 through I.B.6. Test results shall be reported along with the
Discharge Monitoring Report (DMR) submitted for the end of the reporting period when the sample was taken. (i.e., WET
testing results for the calendar quarter ending March 31 shall be reported with the DMR due April 28, etc.) The results shall
be submitted on the Acute Toxicity Test report form, available from the Division. Copies of these reports are to be
submitted to the Division along with the DMR.
The permittee shall conduct each acute WET test in general accordance with methods described in Methods for Measuring
the Acute Toxicity of Effluents and Receiving Waters to Freshwater and Marine Organisms EPA/600/4-90/027 or its most
current edition, except as modified by the most current Division guidance document entitled Guidelines for Conducting
Whole Effluent Toxicity Tests. The permittee shall conduct an acute 48 -hour WET test using Ceriodaphnia sp., and an acute
96 -hour WET test using fathead minnows. Acute tests will be replacement static tests of a single effluent grab sample.
Failure of Test and Division Notification
An acute WET test is failed whenever the LC50, which represents an estimate of the effluent concentration which is lethal to
50% of the test organisms in the time period prescribed by the test, is found to be less than or equal to 100% effluent. The
permittee must provide written notification of the failure of a WET test to the Division, along with a statement as to whether
the Preliminary Toxicity Incident (PTI)/Toxicity Identification Evaluation (TIE) investigation or accelerated testing is being
performed. Notification must be received by the Division within 14 calendar days of the demonstration of acute WET
in the routine required test. Demonstration means no later than the last clay of the laboratory test.
Chronic WET Testing (See also Part I.B.7.c for WET requirements applicable to both chronic and acute WET testing)
1. Testing and Reporting Requirements
Tests shall be done at the frequency listed in Parts LB.1 through I.B.6. Test results shall be reported along with the
Discharge Monitoring Report (DMR) submitted for the reporting period during which the sample was taken. (i.e., WET
PART II
Page No. 8
Permit No. COG -500000
testing results for the first calendar quarter ending March 31 shall be reported with the DMR due April 28.) The results shall
be submitted on the Chronic Toxicity Test report form, available from the Division. Copies of these reports are to be
submitted to the Division along with the DMR.
The permittee shall conduct each chronic WET test in general accordance with methods described in Short Term Methods
for Estimating the Chronic Toxicity of Effluents and Receiving Waters to Freshwater Organisms, EPA/600/4-891001 or the
most current edition, except as modified by the most current Division guidance document entitled Guidelines for Conducting
Whole Effluent Toxicity Tests. The permittee shall conduct such tests using Ceriodaphnia dubia and fathead minnows.
2. Failure of Test and Division Notification
A chronic WET test is failed whenever 1) there is a statistically significant difference in lethality between the control and
any effluent concentration less than or equal to the instream waste concentration (IWC) and, 2) the IC25, which represents an
estimate of the effluent concentration at which 25% of the test organisms demonstrate inhibition as reflected by lethality, is
at any effluent concentration less than or equal to the IWC. The permittee must provide written notification of the failure of a
WET test to the Division, along with a statement as to whether a Preliminary Toxicity Investigation (PTI)/Toxicity
Identification Evaluation (TIE) or accelerated testing is being performed (see Part I.B.7.c.). Notification must be received
by the Division within 21 calendar days of the demonstration of chronic W ' T in the routine required test.
Demonstration means no later than the last day of the laboratory test.
Other WET Testing Requirements Applicable to both Chronic and Acute WET Testing
1. Automatic Compliance Schedule Upon Failure of Test
If a routine chronic WET test is failed, regardless of whether the limit is in effect, the following automatic compliance
schedule shall apply. As part of this, the permittee shall either:
r. Proceed to conduct the PTI/TIE investigation as described in Part I.B.7.c., or
ii. Conduct accelerated testing using the single species found to be more sensitive.
If accelerated testing is being performed, the permittee shall provide written notification of the results within 14 calendar
days of completion of the Pattern of Toxicity/No Toxicity demonstration. Testing will be at least once every two weeks for
up to five tests until; 1) two consecutive tests fail or three of five tests fail, in which case a pattern of toxicity has been
demonstrated or 2) two consecutive tests pass or three of five tests pass, in which case no pattern of toxicity has been found.
If no pattern of toxicity is found the toxicity episode is considered to be ended and routine testing is to resume. If a pattern
of toxicity is found, a PTUTIE investigation is to be performed. If a pattern of toxicity is not demonstrated but a significant
level of erratic toxicity is found, the Division may require an increased frequency of routine monitoring or some other
modified approach.
2. PTIITI E
The results of the PTI/TIE investigation are to be received by the Division within 120 days of the demonstration of chronic
WET in the routine test., as defined above, or if accelerated testing is performed, the date the pattern of toxicity is
demonstrated. A status report is to be provided to the Division at the 30, 60 and 90 day points of the PTI/TIE investigation.
The Division may extend the time frame for investigation where reasonable justification exists. A request for an extension
must be made in writing and received prior to the 120 day deadline. Such request must include a justification and supporting
data for such an extension.
The permittee may use the time for investigation to conduct a PTI or move directly into the TIE. A PTI consists of a brief
search for possible sources of WET, which might reveal causes of such toxicity and appropriate corrective actions more
simply and cost effectively than a formal TIE. If the PTI allows resolution of the WET incident, the TIE need not
necessarily be conducted. If, however, WET is not identified or resolved during the PTI, the TIE must be conducted within
the allowed 120 day time frame.
Any permittee that is required to conduct a PTIITIE investigation shall do so in conformance with procedures identified in
the following documents, or as subsequently updated: 1) Toxicity Identification Evaluation: Characterization of Chronically
Toxic Effluents, Phase I, EPA/600/6-91/005F May 92, 2) Methods for Aquatic Toxicity Identification Evaluations, Phase I
Toxicity Characterization Procedures, EPA/600/6-91/003 Feb. 91 and 3) Methods for Aquatic Toxicity Identification
Evaluations, Phase II Toxicity Identification Procedures, EPA/600/3-88/035 Feb.. 1989.
A fourth document in this series is Methods for Aquatic Toxicity Identification Evaluations, Phase III Toxicity Confirmation
Procedures, EPA/600/3-88/036 Feb. 1989. As indicated by the title, this procedure is intended to confirm that the suspected
toxicant is truly the toxicant. This investigation is optional.
PART II
Page No. 9
Permit No. COG -500000
Within 90 days of the determination of the toxicant or no later than 210 days after demonstration of toxicity, whichever is
sooner, a control program is to be developed and received by the Division. The program shall set down a method and
procedure for elimination of the toxicity to acceptable levels.
3. Request For Relief
The permittee may request relief from further investigation and testing where the toxicant has not been determined and
suitable treatment does not appear possible. In requesting such relief, the permittee shall submit material sufficient to
establish the following:
i. It has complied with terms and conditions of the permit compliance schedule for the PT1/TIE investigation and other
appropriate conditions as may have been required by the WQCD;
ii. During the period of the toxicity incident it has been in compliance with all other permit conditions, including, in the
case of a POTW, pretreatment requirements;
iii. During the period of the toxicity incident it has properly maintained and operated all facilities and systems of treatment
and control; and
iv. Despite the circumstances described in paragraphs (i) and (iii) above, the source and/or cause of toxicity could not be
located or resolved.
If deemed appropriate by the Division, the permit or the compliance schedule may be modified to revise the ongoing
monitoring and toxicity investigation requirements to avoid an unproductive expenditure of the permittee's resources,
provided that the underlying obligation to eliminate any continuing exceedance of the toxicity limit shall remain.
Spontaneous Disappearance
If toxicity spontaneously disappears at any time after a test failure, the permittee shall notify the Division in writing within
14 days of a demonstration of disappearance of the toxicity. The Division may require the permittee to develop and submit
additional information, which may include, but is not limited to, the results of additional testing. If no pattern of toxicity is
identified or recurring toxicity is not identified, the toxicity incident response is considered closed and normal WET testing
shall resume.
5. Toxicity Reopener
This permit may be reopened and modified (following proper administrative procedures) to include new compliance dates,
additional or modified numerical permit limitations, a new or different compliance schedule, a change in the whole effluent
toxicity testing protocol, or any other conditions related to the control of toxicants if one or more of the following events
occur:
Toxicity has been demonstrated in the effluent and the permit does not contain a toxicity limitation.
ii. The PTI/TIE results indicate that the identified toxicant(s) represent pollutant(s) that may be controlled with specific
numerical limits and the permit issuing authority agrees that the control of such toxicants through numerical limits is the
most appropriate course of action.
iii. The PTI/TIE reveals other unique conditions or characteristics, which, in the opinion of the permit issuing authority,
justify the incorporation of unanticipated special conditions in the permit.
STORMWATER DISCHARGES
(This section (IC) applies to all facilities with a potential discharge of stormwater.)
1. Stormwater Management Plan (SWMP)
A Stonnwater Management Plan (SWMP) shall be developed for each facility covered by this section (Part LC). The SWMP
shall be prepared in accordance with good engineering, hydrologic and pollution control practices. (The SWMP need not be
prepared by a registered engineer.)
PART II
Page No. 10
Permit No. COG -500000
The plan shall identify potential sources of pollution (including sediment), which may reasonably be expected to affect the
quality of stormwater discharges associated with the mining activity. In addition, the plan shall describe the practices to be
used to reduce the pollutants in stormwater discharges associated with mining activity at the facility; and ensure the practices
are selected and described in accordance with good engineering practices, including the installation, implementation and
maintenance requirements. Also, the plan shall be properly prepared, and updated in accordance with Part I.D.5.c, to ensure
compliance with the terms and conditions of this permit.
Facilities must implement the provisions of the SWMP as written and updated, from commencement of site activity until final
reclamation is complete, as a condition of this permit. The Division reserves the right to review the SWMP, and to require the
permittee to develop and implement additional measures to prevent and control pollution as needed.
The permittee must implement the provisions of SWMP required under this part as a condition of this permit.
For any sites under this permit that had per 4 it coverage before Septe i her 30, 2007, the permittee's SMWP must meet
the new SWMP require ents as su marred in Section II.I of the rationale. Any needed changes must be made within
5 months of the effective date of the certification.
The SWMP shall include the following items, at a minimum:
a. Site Map: The plan shall provide a site map or maps, which indicate at a minimum:
- Mining site boundaries;
Access and haul roads;
- Stonnwater outfalls and an outline of the drainage area of each stormwater outfall;
An estimate of the direction of flow;
- Each existing structural control measure to reduce pollutants in stormwater runoff;
- Non-structural BMPs, as applicable;
Springs, streams, wetlands and other surface waters;
- Mine drainage or any other process water;
Dedicated asphalt or concrete batch plants;
Areas used for recycling of asphalt or concrete
- All areas of soil disturbance;
The location and description of all potential stormwater pollution sources, including, but not limited to, the
following:
Materials handling areas;
Vehicle fueling areas;
Fertilizer or chemical storage areas;
Areas used for storage or disposal of overburden, materials, soils or wastes; and
Areas used for mineral milling and processing.
- Boundary of tributary area that is subject to effluent limitations; and
- Date the map was prepared.
b. Description of Potential Pollutant Sources/Material Inventory: The SWMP shall identify potential sources of
pollutants (activities and materials) at the site, and assess the potential of these sources to contribute pollutants to
stormwater discharges associated with mining activities. The SWMP must also describe appropriate Best Management
Practices (BMPs) to reduce the potential of these identified sources to contribute pollutants to stormwater discharges.
At a minimum, each of the following shall be evaluated for the reasonable potential for contributing pollutants to runoff:
- Loading and unloading operations;
- Outdoor storage of chemicals or equipment;
Crushing facilities or significant dust and particulate generating activities;
On site waste disposal practices;
Stockpiles of overburden, raw material, intermediate products, byproducts, finished products or waste products;
Dedicated asphalt or concrete batch plants;
Areas used for recycling of asphalt or concrete
Routine maintenance activities involving fertilizers, pesticides, detergents, fuels, solvents, oils, etc.;
Haul roads; and
Disturbed areas.
In each case where stormwater pollution potential exists, appropriate preventive measures must be taken and
documented.
PART II
Page No. 11
Permit No. COG -500000
c. Stormwater Quality Controls: Each site covered by this permit shall develop a description of stormwater quality
controls appropriate for that site, and implement such controls. The appropriateness and priorities of controls in the
plan shall reflectidentified potential sources of pollutants at the site. The SWMP shall clearly describe the installation
and implementation specifications for each BMP identified in the SWMP to ensure proper implementation, operation
and maintenance of the BMP. The description of stormwater quality controls shall address the following minimum
components, including a schedule for implementing such controls:
1
)
SWMP Administrator: The SWMP shall identify a specific individual(s), position or title within the mining
organization who is responsible for developing, implementing, maintaining, and revising the SWMP. The
activities and responsibilities of the administrator shall address all aspects of the facility's SWMP.
Materials Handling and. Spill Prevention: Areas or procedures where potential spills can occur must have spill
prevention and response procedures identified in the SWMP. The SWMP shall clearly describe and locate all
practices implemented at the site to minimize impacts from procedures or significant materials that could
contribute pollutants to runoff. Such procedures or significant materials could include exposed storage of fuels,
other chemicals, or waste material; and equipment maintenance areas.
Erosion and Sediment Controls: Describe the BMPs that will be used to reduce erosion and prevent sediment
delivery to State waters. These should include structural (such as silt fences, sediment ponds, drop structures,
checkdams) and non-structural (such as mulching and revegetation) practices.
4) Other Pollution Prevention Measures: The plan shall identify any other structural and non-structural measures
for stormwater quality control on -site.
Preventive Maintenance: A preventive maintenance program is required, and shall involve inspection and
maintenance of stormwater management devices (maintenance of dikes separating mine drainage from
stormwater, cleaning oill titer separators and catch basins, etc.) as well as inspecting and testing of equipment
and systems to prevent conditions that could cause breakdowns or failures resulting in discharges of pollutants to
surface waters. These periodic inspections are different from the comprehensive site evaluation (see Part I.D.5),
although the former may be incorporated into the latter. Equipment, area, or other inspections are typically visual
and are normally conducted on a regular basis (e.g., daily inspections of loading areas).
6) Good Housekeeping: The SWMP shall identify good housekeeping procedures that will be followed by the
mining operation. Good housekeeping requires the maintenance of a clean, orderly facility. This part of the
SWMP shall address cleaning and maintenance schedules, trash collection and disposal and collection practices,
grounds maintenance, etc.
7) Identification of Discharges other than Stormwater: The stormwater conveyance system on the site shall be
evaluated for the presence of discharges other than stormwater, such as mine drainage, spoil springs, sanitary
waste, or process water of any kind. The SWMP shall include a description of the results of any evaluation for
the presence of discharges other than stormwater, the method used, the date of the evaluation, and the on -site
drainage points that were directly observed during the evaluation.
A number of discharges other than stormwater may not require a CDPS Industrial Wastewater Discharge permit
and are considered Allowable Non-Stormwater Discharges. Any of these discharges that exist at the site must be
identified in the SWMP. See Part of the permit for the list of such allowable discharges.
2. BMP Implementation and Design Standards
Facilities must select, install, implement, and maintain appropriate BMPs, following good engineering, hydrologic and
pollution control practices. BMPs implemented at the site must be adequately designed to provide control for all potential
pollutant sources associated with construction activity to prevent pollution or degradation of State waters.
3. Consistency with Other Plans
SWMPs may reflect requirements for Spill Prevention Control and Countermeasure (SPCC) plans under section 311 of the
CWA, or Best Management Practices (BMPs) Programs otherwise required by a CDPS permit, and may incorporate any part of
such plans into the SWMP by reference. The SWMP may rely upon information developed for other similar pollution control
programs, including the Mined Land Reclamation Plan. Appropriate portions of these other plans may be incorporated in the
SWMP by reference, as long as the reference materials are maintained on site, and a complete SWMP can be reproduced and
submitted to the requesting agency. The SWMP must also be readily available to an on -site inspector.
PART II
Page No. 12
Permit No. COG -500000
4. Facility Inspections
In addition to the inspections necessary to comply with the preventive maintenance program requirements in Part I.B.4.c,
qualified personnel identified by the permittee shall make a comprehensive inspection of their stormwater management system,
at least twice per year, except as provided in paragraphs d, e and f, below. The inspections must be conducted in
approximately the spring and fall; if this is not possible, the inspections must be conducted at least 120 days apart. These
comprehensive inspections must be documented and summarized in the Annual Report (see Part 1.D.4 of the permit).
Material handling areas, disturbed areas, areas used for material storage that are exposed to precipitation, and other
potential sources of pollution identified in the SWMP in accordance with Part I.C.2 of this permit shall be inspected for
evidence of, or the potential for pollutants entering the drainage system. Structural stormwater management measures,
sediment and control measures, and other structural pollution prevention measures identified in the plan shall be
observed to ensure that they are operating correctly. A visual inspection of equipment needed to implement the plan,
such as spill response equipment, shall be made.
b. Any repairs or maintenance needs identified by the inspection shall be completed immediately. Based on the results of
the inspection, if revisions to the description of the potential pollutant sources and the pollution prevention and control
measures identified in the SWMP are needed, the plan shall be revised as appropriate as soon as practicable after such
inspection. Revised control measures shall be implemented in a timely manner, but in no case more than 60 calendar
days after the inspection, unless otherwise provided by the Division, and in compliance with the requirements of Part
I.D12.c.2.
c. A report summarizing the scope of the inspection, personnel making the inspection, the date(s) of the inspection,
significant observations relating to the implementation of the SWMP, and actions taken in accordance with paragraph
(b), above, shall be made and retained as part of the SWMP for at least three years after the date of inspection.
Significant observations include such things as the locations of discharges of pollutants from the site; locations of
previously unidentified sources of pollutants; locations of BMPs needing maintenance or repair; locations of failed
BMPs that need replacement: and locations where additional BMPs are needed. The report must also document any
incidents of noncompliance observed. This record shall be made available to the Division upon request and
summarized in the Annual Report.
Where semi-annual site inspections are shown in the plan to be impractical for sites where an employee is not stationed
or does not routinely visit the site, inspections as required in this part shall be conducted at appropriate intervals
specified in the plan, but never less than once in two years.
Inactive Sites: Where semi-annual site inspections are shown in the plan to be impractical for inactive sites (sites
where industrial activity is no longer conducted), site inspections required by this part shall be conducted at appropriate
intervals specified in the plan, but, in no case less than once in three years. At lease one site inspection required under
this part shall be conducted before October 1, 2011 or the date two years after such site becomes inactive, whichever is
earlier.
f. Reclamation Operations: For sites undergoing reclamation and where all mining activity has ceased, qualified
personnel identified by the operator permittee shall make a thorough inspection of their stormwater management
system, at least once per year (in the field season). Where annual site inspections are shown in the plan to be
impracticable, because an employee is not stationed at or does not routinely visit the site, inspections as required in this
part shall be conducted at appropriate intervals specified in the plan, but never less than once in two years.
5 SWMP Availability
Upon request, the permittee shall submit a copy of the SWMP to the Division, the Colorado Division of Reclamation, Mining,
And Safety, or CDRMS (formerly the Division of Minerals and Geology, or DMG) and/or EPA, and any local agency
approving sediment and erosion plans or stormwater management plans, within the time frames specified in the request. If the
SWMP is required to be submitted to any of these entities, it must include a signed certification in accordance with Part LESS
of the permit, certifying that the SWMP is complete and meets all permit requirements.
All SWMPs required under this permit are considered reports that shall be available to the public under Section 308(b) of
the CWA. The owner or operator of a facility with stormwater discharges covered by this permit shall make plans
available to members of the public upon request. However, the permittee may claim any portion of a SWMP as
confidential in accordance with 40 CFR part 2.
PART II
Page No. 13
Permit No. COG -500000
SWMP Administrative Requirements
SWMP Preparation and Implementation: The SWMP shall be prepared prior to applying for coverage under the
general permit, and certification of completion submitted with the application. The SWMP shall be implemented when
the facility begins operation, or when the general permit certification is issued, whichever is later, and updated as
appropriate (see paragraph c., below).
SWMP Retention: For active mining operations and sites undergoing reclamation, the plan shall be retained on site
unless another location, specified by the permittee, is approved by the Division. For inactive mining operations, the
plan shall be retained by the permittee.
c. SWMP Review/Changes:
I) Division Review: The Division reserves the right to request and review the SWMP, and to require additional
measures to prevent and control pollution, as needed. Upon review of the SWMP, the Division may notify the
permittee at any time that the plan does not meet one or more of the minimum requirements of this permit. After
such notification, the permittee shall make changes to the plan and shall submit to the Division an update to the
plan including the requested changes. Unless otherwise provided by the Division, the permittee shall have 30 days
after such notification to both make the necessary changes to the plan and to implement them.
2) Permittee Review/Change: The permittee shall amend the plan whenever there is a change in design, construction,
operation, or maintenance which has a significant effect on the potential for the discharge of pollutants to the
waters of the State, or if the SWMP proves to be ineffective in achieving the general objectives of controlling
pollutants in stormwater discharges associated with mining activity. If existing BMPs need to be modified or if
additional BMPs are necessary, the plan changes and implementation should be completed before the next
anticipated storm, but in no case more than 60 days after: the change in design, construction, operation, or
maintenance, or; when the SWMP has been determined to be ineffective. Amendments to the plan shall be
summarized in the Annual Report.
It is the permittee's responsibility to notify the Colorado Division of Minerals and Geology (formerly the Mined
Land Reclamation Division) of any significant changes at their site resulting from the implementation of the
SWMP.
Prohibition of Non-Stormwater Discharges
a. Except as provided in paragraph b, below, all discharges authorized by Part I.C. of the permit shall be
composed entirely of stor it water. Discharges of material other than storm titer must be addressed in Part I.B. or
in a separate CDPS permit issued for that discharge.
Discharges from the following sources that are combined with stormwater discharges associated with mining
activity may be authorized by this permit, provided that the non-stormwater component of the discharge is
identified in the SWMP (see Part LC,2.c.4 of the permit): emergency fire fighting activities, uncontaminated
compressor condensate, irrigation drainage, lawn watering, air conditioner condensate, uncontaminated seeps and
springs, and foundation or footing drains where flows are not contaminated.
8. Employee Education
The permittee shall develop and implement employee education programs to inform personnel at all levels of
responsibility of the components and goals of the SWMP. Education shall address topics such as spill response, good
housekeeping, and material management practices. The permittee shall identify periodic dates for such instruction.
Contractor or temporary personnel shall be informed of mine operations and control features in order to prevent
stormwater pollution from occurring,
9 Total Maximum Daily Load (TMDL)
If a TMDL has been approved for any waterbody into which the permittee discharges, and it has been determined that the types
of stormwater discharges covered under this permit are or have the potential to be identified as a significant source of the
pollutant in question, the permittee will be notified by the Division. The permittee will be required to do the following:
a) under the permittee's SWMP, implement specific management practices based on requirements of the TMDL, and
evaluate whether the requirements are being met through implementation of existing stormwater BMPs or if additional
BMPs are necessary. Document the calculations or other evidence that show that the requirements, including any
specific pollutant wasteload allocations (WLAs), are expected to be met; and
PART II
Page No. 14
Permit No. COG -500000
b) if the evaluation shows that additional or modified BMPs are necessary, describe the type and schedule for the BMP
additions/revisions. A description of the SWMP changes shall be included with the next Annual Report, or if requested
by the Division, whichever is sooner.
Stormwater discharge monitoring may also be required. The permittee may maintain coverage under the general permit
provided they comply with the applicable requirements outlined above. The Division reserves the right to require
individual or alternate general permit coverage.
D. DEFINITIONS OF TERMS
1 "Acute Toxicity" means there shall be no acute toxicity in the effluent from this discharge point. The acute toxicity limitation is exceeded
if 1) a statistically significant difference in mortality (at the 95% confidence level) is observed for either species between the control and
any dilution less that or equal to the identified IWC or 2) a species mortality in any dilution of effluent (including 100% effluent) exceeds
50%. OR "Chronic lethality" occurs when a statistically significant difference, at the 95% confidence level, occurs in the chronic test
between the mortality of the test species in «IWC»% effluent (the chronic TWC — «IWC>>%) and the control.
2. Antidegradation limits apply as the average of all data collected for months in that group during a rolling 24 -month period. These limits
become effective after data has been collected for all months in the group during the 24 months following permit issuance. Where
antidegradation groups are not indicated, data from all months will be utilized to determine the reported value and the limit will become
effective in the 24th month in which the permit is effective.
3. "Continuous" measurement, is a measurement obtained from an automatic recording device which continually measures provides
measurements.
4. "Chronic lethality" occurs when a statistically significant difference, at the 95% confidence level, occurs in the chronic test between the
mortality of the test species in 100% effluent (the chronic IWC = 100%) and the control.
5. "Daily Maximum limitation" means the limitation for this parameter shall be applied as an instantaneous maximum (or, for pH or DO,
instantaneous minimum) value. The instantaneous value is defined as the analytical result of any individual sample. DMR's shall include
the maximum (and/or minimum) of all instantaneous values within the calendar month. Any instantaneous value beyond the noted daily
maximum limitation for the indicated parameter shall be considered a violation of this permit.
6. "Dissolved (D) metals fraction" is defined in the Basic Standards and Methodologies for Surface Water 1002-31, as that portion of a
water and suspended sediment sample which passed through a 0.40 or 0.45 UM (micron) membrane filter. Determinations of"dissolved"
constituents are made using the filtrate. This may include some very small (colloidal) suspended particles which passed through the
membrane filter as well as the amount of substance present in true chemical solution.
7. "Grab" sample, is a single "dip and take" sample so as to be representative of the parameter being monitored.
8. "In -situ" measurement is defined as a single reading, observation or measurement taken in the field at the point of discharge.
9. "Instantaneous" measurement is a single reading, observation, or measurement performed on site using existing monitoring facilities,
10. "New source" is generally defined as a coal mine (or major alteration to a coal mine) the construction of which commenced after May 4,
1984. See 40 CFR 434.110) for the complete definition.
11. "Potentially dissolved (PD) metals fraction" is defined in the Basic Standards and Methodologies for Surface Water 1002-31, as that
portion of a constituent measured from the filtrate of a water and suspended sediment sample that was first treated with nitric acid to a pH
of 2 or less and let stand for 8 to 96 hours prior to sample filtration using a 0.40 or 0.45 -UM (micron) membrane filter. Note the
"potentially dissolved" method cannot be used where nitric acid will interfere with the analytical procedure used for the constituent
measured.
12. "Quarterly measurement frequency" means samples may be collected at any time during the calendar quarter if a continual discharge
occurs. If the discharge is intermittent, then samples shall be collected during the period that discharge occurs.
13. "Recorder" requires the continuous operation of a chart and/or totalizer (or drinking water rotor meters or pump hour meters where
previously approved.)
14. "Settleable solids analytical procedure" is contained in 40 C]~1CFR 434.64. The method detection limit for measuring settleable solids under
this part shall be 0.4 ml/1.
15. "Seven (7) day average" means, with the exception of fecal coliform or E. soli bacteria, the arithmetic mean of all samples collected in a
seven (7) consecutive day period. For fecal coliform or E. coli bacteria, it is the geometric mean of all samples taken in a seven (7)
consecutive day period. Such seven (7) day averages shall be calculated for all calendar weeks, which are defined as beginning on
Sunday and ending on Saturday. If the calendar week overlaps two months (i.e. the Sunday is in one month and the Saturday in the
PART II
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Permit No. COG -500000
following month), the seven (7) day average calculated for that calendar week shall be associated with the month that contains the
Saturday. Samples may not be used for more than one (1) reporting period. (Not applicable to fecal coliform or E. coli determinations.)
16. "Thirty (30) day average" means the arithmetic mean of all samples collected during a thirty -consecutive -day period. The permittee shall
report the appropriate mean of all self -monitoring sample datacollected during the calendar month on the Discharge Monitoring Reports.
Samples shall not be used for more than one reporting period.
17. "Total Metals" means the concentration of metals determined in an unfiltered sample following vigorous digestion (Section 4.1.3), or the
sum of the concentrations of metals in both the dissolved and suspended fractions, as described in Manual of Methods for Chemical
Analysis of Water and Wastes, U.S. Environmental Protection Agency, March 1979, or its equivalent
18. "Total Recoverable Metals" means that portion of a water and suspended sediment sample measured by the total recoverable analytical
procedure described in Methods for Chemical Analysis of Water and Wastes, U.S. Environmental Protection Agency, March 1979 or its
equivalent.
19. "Twice Monthly" monitoring frequency means that two samples shall be collected each calendar month on separate weeks with at least
one full week between the two sample dates. Also, there shall be at least one full week between the second sample of a month and the
first sample of the following month.
20. "Visual" observation is observing the discharge to check for the presence of a visible sheen or floating oil.
21. "Water Quality Control Division" or "Division" means the state Water Quality Control Division as established in 25-8-101 et al.
Additional relevant definitions are found in the Colorado Water Quality Control Act, CRS § 25-8-101 et seq.., the Colorado Discharge
Permit System Regulations, (Regulation 61 - 5 CCR 1002-61) and other applicable regulations.
D. GENERAL MONITORING, SAMPLING, AND REPORTING REQUIREMENTS
1. Routine Reporting of Data
Reporting of the data gathered in compliance with Part I.P.3, shall be on a quarterly basis. Reporting of all data gathered shall comply
with the requirements of Part I.D. (General Requirements). Monitoring results shall be summarized for eachcalendar quarter and
reported on Division approved discharge monitoring report @MR) forms (EPA form 3320-1). The form shall be mailed to the Division
at the address listed below so they are received no later than the 28th day of the month following the end of the quarter (for example, the
DMR for the first calendar quarter must be received by the Division by April 28th). If no discharge occurs during the reporting period,
"No Discharge" shall be reported.
The DMR forms consist of four pages - the top "original" copy, and three attached no -carbon -required copies. After the DMR form has
been filled out and signed, the four copies must be separatedand distributed as follows:
The first original signed copy of each discharge monitoring report (DMR) shall be submitted to the Division atthe following address:
Colorado Department of Public Health and Environment
Water Quality Control Division
WQCD-P-B2
4300 Cherry Creek Drive South
Denver, CO 80222-1530
Additional copies are for the permittee records. The Discharge Monitoring Report forms shall be filled out accurately and
completely in accordance with requirements of this permit and the instructions on the forms. They shall he signed by an authorized
person as identified in Part 1.117 shall sign them.
Calculations for all limitations, which require the averaging of measurements, shall utilize an arithmetic mean unless otherwise specified
by the Division in the permit.
2. Reporting - Stormwater Annual Report
The permittee will be required to submit an Annual Report, covering January 1 through December 31 of each year, on the overall
compliance with the SWMP. The Annual Report will contain, at a minimum:
a) Name of permittee, address, phone number, and permit certification number.
b) A report on the facility's overall compliance with the SWMP.
c) A summary of each comprehensive stormwater facility inspection made, including date, findings, and action taken.
d) Results and interpretation of any stormwater monitoring performed.
e) The report shall be signed and certified for accuracy by the permittee, including the certification language contained in Part I.D.7. o
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Permit No. COG -500000
the permit.
The Annual Report will be due to the Division on or before February 15 of each year, after the first full year of coverage under the permit.
The exact due date for the permittee's first Annual Report will be listed in their permit certification. The Division reserves the right to
require additional information in the report, on a case -by -case basis, as needed.
All reports required for submittal shall be signed and certified for accuracy by the permittee (see Part I.D.7.).
Colorado Department of Public Health and Environment
Water Quality Control Division
WQCD-P-B2
4300 Cherry Creek Drive South
Denver, CO 80222-1530
Representative Sampling
Samples and measurements taken as required herein shall be representative of the volume and nature of the monitored discharge. All
samples shall be taken at the monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is
diluted by any other wastestream, body of water, or substance. Monitoring points shall not be changed without notification to and
approval by the Division.
If the permittee monitors at the point of discharge any pollutant limited by the permit more frequently than required by the permit, using
approved test procedures or as specified in the permit, the result of this monitoring shall be included in the calculation and reporting of
data to the Division.
4. Analytical and Sampling Methods for Monitoring
The permittee shall install, calibrate, use and maintain monitoring methods and equipment, including biological and indicated pollutant
monitoring methods. All sampling shall be performed by the permittee according to specified methods in 40 C.F.R. Part 136; methods
approved by EPA pursuant to 40 C.F.R. Part 136; or methods approved by the Division, in the absence of a method specified in or
approved pursuant to 40 C.F.R. part 136. The analytical method selected for a parameter shall be the one that can measure the lowest
detected limit for that parameter unless the permit limitation or stream standard for those parameters not limited, is within the testing
range of another approved method. When requested in writing, the Division may approve an alternative analytical procedure or any
significant modification to an approved procedure.
When the most sensitive analytical method which complies with this part, has a detection limit greater than or equal to the permit limit,
the permittee shall report "less than (the detectable limit)," as appropriate. Such reports shall not be considered as violations of the permit
limit. The present lowest practical quantitation limits (PQL) for specific parameters (which have limitations that are, in some cases, less
than or equal to the detection limit) are as follows:
Effluent Parameter PQLs, p.gil
Arsenic
Cadmium
Chromium
Chromium,
Hexavalent
Copper
Cyanide
Iron
Lead
Manganese
Mercury
Nickel
Phenols
Selenium
Silver
Uranium
Zinc
1
0.06
2
2
5
10
10
1
2
0.003
3
15
1
0.5
1
10
These limits apply to the total recoverable or the potentially dissolved fraction of metals.
For hexavalent chromium, samples must be unacidified so dissolved concentrations will be measured rather than potentially dissolved
concentrations. The procedure for determining settleable solids is contained in 40 CFR 434.64. The method detection limit for
measuring settleable solids under this part shall be 0.4 m1/l.
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Permit No. COG -500000
5. Records
The permittee shall establish and maintain records. Those records shall include the following:
a. The date, type, exact location, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) the analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used;
f. The results of such analyses; and
g. Any other observations, which may result in, an impact on the quality or quantity of the discharge as indicated in 40 CFR 12.2.44
(I)(1)(iii).
The permittee shall retain for a minimum of three (3) years records of all monitoring information, including all original strip chart
recordings for continuous monitoring instrumentation, all calibration and maintenance records, copies of all reports required by this
permit and records of all data used to complete the application for this permit. This period of retention shall be extended during the
course of any unresolved litigation regarding the discharge of pollutants by the permittee or when requested by the Division or EPA.
Flow Measuring Device
If not already a part of the permitted facility, within ninety (90) days after the effective date of the permit, a flow measuring device shall
be installed to give representative values of effluent quantities at the respective discharge points, Unless specifically exempted or
modified by the Division, a flow -measuring device will be applicable at all designated discharge points.
At the request of the Division, the permittee shall show proof of the accuracy of any flow -measuring device used in obtaining data
submitted in the monitoring report. The flow -measuring device must indicate values within ten (10) percent of the actual flow being
discharged from the facility.
7. Signatory and Certification Requirements
All reports and other information required by the Division, shall be signed and certified for accuracy by the permittee in accord
with the following criteria:
i) In the case of corporations, by a principal executive officer of at least the level of vice-president or his or her duly
authorized representative, if such representative is responsible for the overall operation of the facility from which the
discharge described in the form originates;
ii) In the case of a partnership, by a general partner;
iii) In the case of a sole proprietorship, by the proprietor;
iv) In the case of a municipal, state, or other public facility, by either a principal executive officer, ranking elected official, or
other duly authorized employee.
b. All reports required by permits, and other information requested by the Division shall be signed by a person as described above
or by a duly authorized representative of that person. A person is a duly authorized representative only if:
i) The authorization is made in writing by a person described above;
ii) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated
facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of
equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the
company. (A duly authorized representative may thus be either a named individual or any individual occupying a named
position); and,
iii) The written authorization is submitted to the Division.
If an authorization as described in this section is no longer accurate because a different individual or position has responsibility
for the overall operation of the facility, a new authorization satisfying the requirements of this section must be submitted to the
Division prior to or together with any reports, information, or applications to be signed by an authorized representative.
The permittee, or the duly authorized representative shall make and sign the following certification on all such documents:
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Permit No. COG -500000
"I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted.
Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is to the best of my knowledge and belief, true, accurate and complete. I am aware that
there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing
violations."
PART II
A. NOTIFICATION REQUIREMENTS
1. Notification to Parties
All notification requirements under this section shall be directed as follows:
a. Oral Notifications, other than for spills, during normal business hours shall be to:
Water Quality Protection Section - Industrial Compliance Program
Water Quality Control Division
Telephone: (303) 692-3500
Spills notifications at any time and other notifications after hours shall be to:
Emergency Management Program
Laboratory and Radiation Services Division
Telephone: (877) 518-5608
b. Written notification shall be to:
Water Quality Protection Section - Industrial Compliance Program
Water Quality Control Division
Colorado Department of Public Health and Environment
WQCD-WQP-B2
4300 Cherry Creek Drive South
Denver, CO 80246-1530
2. Change in Discharge
Notice is required only when:
a. The alteration or addition could significantly change the nature or increase the quantity of pollutants discharged, or;
b. The alteration or addition results in a significant change in the perrnittee's sludge use or disposal practices, and such alteration,
addition, or change may justify the application of permit conditions that are different from or absent in the existing permit,
including notification of additional use or disposal sites not reported pursuant to an approved land application plan.
The permittee shall give advance notice to the Division of any planned changes in the permitted facility or activity which may result
in noncompliance with permit requirements.
Whenever notification of any planned physical alterations or additions to the permitted facility is required pursuant to this section„
the permittee shall furnish the Division such plans and specifications which the Division deems reasonably necessary to evaluate the
effect on the discharge, the stream, or ground water. If the Division finds that such new or altered discharge might be inconsistent
with the conditions of the permit, the Division shall require a new or revised permit application and shall follow the procedures
specified in Sections 61.5 through 61.6, and 61.15 of the Colorado Discharge Permit System Regulations.
Special Notifications - Definitions
a. Bypass: The intentional diversion of waste streams from any portion of a treatment facility.
b. Severe Property Damage: Substantial physical damage to property at the treatment facilities which causes them to become
inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. It does not mean economic loss caused by delays in production.
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Permit No. COG -500000
c, Spill: An incident in which flows or solid materials are accidentally or unintentionally allowed to flow or escape so as to be lost
from the treatment, processing or manufacturing system which may cause or threaten pollution of state waters.
d. Upset: An exceptional incident in which there is unintentional and temporary noncompliance with permit effluent limitations
because of factors beyond the reasonable control of the permittee. An upset does not include noncompliance to the extent caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or
careless or improper operation.
4. Noncompliance Notification
a. If, for any reason, the permittee does not comply with or will be unable to comply with any discharge limitations or standards
specified in this permit, the permittee shall, at a minimum, provide the Division and EPA with the following information:
0 A description of the discharge and cause of noncompliance;
ii) The period of noncompliance, including exact dates and times and/or the anticipated time when the discharge will return to
compliance; and
iii) Steps being taken to reduce, eliminate, and prevent recurrence of the noncomplying discharge.
b. The permittee shall report the following circumstances orally within twenty-four (24) hours from the time the permittee
becomes aware of the circumstances, and shall mail to the Division a written report containing the information requested in Part
II. .4 (a) within five (5) days after becoming aware of the following circumstances:
i) Circumstances leading to any noncompliance which may endanger health or the environment regardless of the cause of the
incident;
ii) Circumstances leading to any unanticipated bypass which exceeds any effluent limitations in the permit;
iii) Circumstances leading to any upset or spill which causes an exceedance of any effluent limitation in the permit;
iv) Daily maximum violations for any of the pollutants limited by Part I.A of this permit and specified as requiring 24 -hour
notification. This includes any toxic pollutant or hazardous substance or any pollutant specifically identified as the method
to control any toxic pollutant or hazardous substance.
The permittee shall report instances of non-compliance which are notrequired to be reported within 24 -hours at the time
Discharge Monitoring Reports are submitted. The reports shall contain the information listed in sub -paragraph (a) of this
section.
Other Notification Requirements
Reports of compliance or noncompliance with, or any progress reports on, interim and final requirements contained in any compliance
schedule in the permit shall be submitted no later than fourteen (14) days following each scheduled date, unless otherwise provided by the
Division.
The permittee shall notify the Division, in writing, thirty (30) days in advance of a proposed transfer ofpermit as provided in Part II.B.3.
The permittee's notification of all anticipated noncompliance does not stay any permit condition.
All existing manufacturing, commercial, mining, and silvicultural dischargers must notify the Division as soon as they know or have
reason to believe:
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of any toxic pollutant
which is not limited in the permit, if that discharge will exceed the highest of the following "notification levels":
i. One hundred micrograms per liter (100 ug/1);
ii. Two hundred micrograms per liter (200 ugll) for acrolein and acrylonitrile; five hundred micrograms per liter (500 ug,/`l) for 2.4-
dinitrophenol and 2-methyl-4.6-dinitrophenol; and one milligram per liter (1 mg/1) for antimony;
iii. Five (5) times the maximum concentration value reported for that pollutant in the permit application in accordance with Section
61.4(2)(g).
PART II
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Permit No. COG -500000
iv. The level established by the Division in accordance with 40 CFR ' 122.44(f).
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequentbasis, of a toxic
pollutant which is not limited in the permit, if that discharge will exceed the highest of the following "notification levels":
i. Five hundred micrograms per liter (500 ugh);
ii. One milligram per liter (1 mg/l) for antimony; and
iii. Ten (10) times the maximum concentration value reported for that pollutant in the permit application.
iv. The level established by the Division in accordance with 40 CFR' 122.44(f).
6. Bypass Notification
If the permittee knows in advance of the need for a bypass, a notice shall be submitted, at least ten days before the date of the bypass, to
the Division. The bypass shall be subject to Division approval and limitations imposed by the Division. Violations of requirements
imposed by the Division will constitute a violation of this permit.
7. Upsets
a. Effect of an Upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with permit effluent limitations if the
requirements of paragraph (b) of this section are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final administrative action subject to judicial review.
b. Conditions Necessary for a Demonstration of Upset
A permittee who wishes to establish the affirmative defense of upset shall demonstrate through properly signed contemporaneous
operating logs, or other relevant evidence that:
An upset occurred and that the permittee can identify the specific cause(s) of the upset; and
ii. The permitted facility was at the time being properly operated and maintained; and
iii. The permittee submitted proper notice of the upset as required in Part II.A.4. of this permit (24 -hour notice); and
iv. The permittee complied with any remedial measure necessary to minimize or prevent any discharge or sludge use or disposal in
violation of this permit, which has a reason able likelihood of adversely affecting human health or the environment.
In addition to the demonstration required above, a permittee who wishes to establish the affirmative defense of upset for a violation
of effluent limitations based upon water quality standards shall also demonstrate through monitoring, modeling or other methods that
the relevant standards were achieved in the receiving water.
c. Burden of Proof
In any enforcement proceeding, the permittee seeking to establish the occurrence of anupset has the burden of proof
8. Discharge Point
Any discharge to the waters of the State from a point source other than specifically authorized by this permit is prohibited.
Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related
appurtenances) which are installed or used by the permittee as necessary to achieve compliance with the conditions of this permit. Proper
operation and maintenance includes effective performance and adequate laboratory and process controls, including appropriate quality
assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems, which are installed by
the permittee only when necessary to achieve compliance with the conditions of the permit.
PART II
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Permit No. COG -500000
10. Minimization of Adverse Impact
The permittee shall take all reasonable steps to minimize or prevent any discharge of sludge use or disposal in violation of this permit.,
which has a reasonable likelihood of adversely affecting human health or the environment. As necessary, accelerated or additional
monitoring to determine the nature and impact of the noncomplying discharge is required.
11. Removed Substances
Solids, sludges, or other pollutants removed in the course of treatment or control of wastewaters shall be disposed in accordance with
applicable state and federal regulations, For all domestic wastewater treatment works, at industrial facilities, the permittee shall dispose of
sludge in accordance with all State and Federal regulations.
12. Submission of Incorrect or Incomplete Information
Where the permittee failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application
or report to the Division, the permittee shall promptly submit the relevant information, which was not submitted, or any additional
information needed to correct any erroneous information previously submitted
13. Bypass
a. Bypasses are prohibited and the Division may take enforcement action against the permittee for bypass, unless:
i. The bypass is unavoidable to prevent loss of life, personal injury, or severe property damage
ii. There were no feasible alternatives to bypass such as the use of auxiliary treatment facilities, retention of untreated wastes, or
maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate back-up equipment
should have been installed in the exercise ofreasonable engineering judgment to prevent a bypass which occurred during normal
periods of equipment downtime or preventive maintenance; and
iii.. Proper notices were submitted in compliance with Part II.A.4.
b. "Severe property damage" as used in this Subsection means substantial physical damage to the treatment facilities, which causes
them to become inoperable, or substantial and permanent loss of natural resources, which can reasonably be expected to occur in the
absence of a bypass. Severe property damage does not mean economic loss caused by delays in production,
c. The permittee may allow a bypass to occur which does not cause effluent limitations to be exceeded, but only if it also is for essential
maintenance or to assure optimal operation. These bypasses are not subject to the provisions of paragraph a. above.
d. The Division may approve an anticipated bypass, after considering adverse effects, if the Division determines that the bypass will
meet the conditions specified in paragraph a. above.
14. Reduction, Loss, or Failure of Treatment Facility
The permittee has the duty to halt or reduce any activity if necessary to maintain compliance with the effluent limitations of the permit.
Upon reduction, loss, or failure of the treatment facility, the permittee shall, to the extent necessary to maintain compliance with its
permit, control production, control sources of wastewater, or all discharges, until the facility is restored or an alternative method of
treatment is provided. This provision also applies to power failures, unless an alternative power source sufficient to operate the
wastewater control facilities is provided.
It shall not be a defense for a permittee in an enforcement action that it would be necessary to halt or reduce the permitted activity in
order to maintain compliance with the conditions of this permit.
B. RESPONSIBILITIES
1. Inspections and Right to Entry
The permittee shall allow the Division and/or the authorized representative, upon the presentation of credentials:
a. To enter upon the permittee's premises where a regulated facility or activity is located or in which any records are required to be kept
under the terms and conditions of this permit;
b. At reasonable times to have access to and copy any records required to be kept under the terms and conditions of this permit and to
PART II
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Permit No. COG -500000
inspect any monitoring equipment or monitoring method required in the permit; and
c. To enter upon the permittee's premises in a reasonable manner and at a reasonable time to inspect and/or investigate, any actual,
suspected, or potential source of water pollution, or to ascertain compliance or non compliance with the Colorado Water Quality
Control Act or any other applicable state or federal statute or regulation or any order promulgated by the Division. The investigation
may include, but is not limited to, the following: sampling of any discharge and/or process waters, the taking of photographs,
interviewing of any person having knowledge related to the discharge permit or alleged violation, access to any and all facilities or
areas within the permitteers premises that may have any affect on the discharge, permit, or alleged violation. Such entry is also
authorized for inspecting and copying records required to be kept concerning any effluent source.
d. The permittee shall provide access to the Division to sample the discharge at a point after the final treatment process but before the
discharge mixing with state waters upon presentation of proper credentials.
In the making of such inspections, investigations, and determinations, the Division, insofar as practicable, may designate as its authorized
representatives any qualified personnel of the Department of Agriculture. The Division may also request assistance from any other state
or local agency or institution.
Duty to Provide Information
The permittee shall furnish to the Division, within a reasonable time„ any information which the Division may request to determine
whether cause exists for modifying, revoking and reissuing, or terminating this permit, or to determine compliance with this permit. The
permittee shall also furnish to the Division, upon request, copies of records required to be kept by this permit.
3. Transfer of Ownership or Control
a. Except as provided in paragraph b. of this section, a permit may be transferred by a permittee only if the permit has been modified or
revoked and reissued as provided in Section 61.8(8) of the Colorado Discharge Permit System Regulations, to identify the new
permittee and to incorporate such other requirements as may be necessary under the Federal Act .
A permit may be automatically transferred to a new permittee if:
i. The current permittee notifies the Division in writing 30 days in advance of the proposed transfer date; and
ii. The notice includes a written agreement between the existing and new permittee(s) containing a specific date for transfer of
permit responsibility, coverage and liability between them; and
iii. The Division does not notify the existing permittee and the proposed new permittee of its intent to modify, or revoke and reissue
the permit.
iv. Fee requirements of the Regulations for the State Discharge Permit System, Section 61.15 have been met.
Availability of Reports
Except for data determined to be confidential under Section 308 of the Federal Clean Water Act and Colorado Discharge Permit System
Regulations 5 CCR 1002-61, Section 61.5.(4), all reports prepared in accordance with the terms of this permit shall be available for public
inspection at the offices of the Division and the Environmental Protection Agency.
The name and address of the permit applicant(s) and permittee(s), permit applications, permits and effluent data shall not be considered
confidential. Knowingly making false statement on any such report may resultin the imposition of criminal penalties as provided for in
Section 309 of the Federal Clean Water Act, and Section 25-8-610 C.R.S.
5. Modification, Suspension, Revocation, or Termination of Permits By the Division
The filing of a request by the permittee for a permit modification, revocation, and reissuance/termination or a notification of planned
changes or anticipated noncompliance, does not stay any permit condition.
a. A permit may be modified, suspended, or terminated in whole or in part during its term for reasons determined by the Division
including, but not limited to, the following:
i. Violation of any terms or conditions of the permit:
ii. Obtaining a permit by misrepresentation or failing to disclose any factwhich is material to the granting or denial of a permit or
to the establishment of terms or conditions of the permit; or
iii. Materially false or inaccurate statements or information in the permit application or the permit.
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Permit No. COG -500000
iv. A determination that the permitted activity endangers human health or the classified or existing uses of state waters and can only
be regulated to acceptable levels by permit modifications or termination.
b. A permit may be modified in whole or in part for the following causes, if such modification complies with the provisions of Section
61.10 of the Colorado Discharge Permit System Regulations:
i. There are material and substantial alterations or additions to the permitted facility or activity which occurred after permit
issuance which justify the application of permit conditions that are different or absent in the existing permit.
ii. The Division has received new information which was not available at the time of permit issuance (other than revised
regulations, guidance, or test methods) and which would have justified the application of different permit conditions atthe time
of issuance. For permits issued to new sources or new dischargers, this cause includes information derived from effluent testing
required under Section 61.4(7)(e) of the Colorado Discharge Permit System Regulations.. This provision allows a modification
of the permit to include conditions that are less stringent than the existing permit only to the extent allowed under Section 61.10
of the Colorado Discharge Permit System Regulations.
iii. The standards or regulations on which the permit was based have been changed by promulgation of amended standards or
regulations or by judicial decision after the permit was issued.. Permits may be modified during their terms for this cause only as
follows:
(A) The permit condition requested to be modified was based on a promulgated effluent limitation guideline, EPA approved
water quality standard, or an effluent limitation set forth in 5 CCR 1002-62, ' 62 et seq.; and
(B) EPA has revised, withdrawn, or modified that portion of the regulation or effluent limitation guideline on which the permit
condition was based, or has approved a Commission action with respect to the water quality standard or effluent limitation
on which the permit condition was based; and
(C) The permittee requests modification after the notice of final action by which the EPA effluent limitation guideline, water
quality standard, or effluent limitation is revised, withdrawn, or modified; or
(D) For judicial decisions, a court of competent jurisdiction has remanded and stayed EPA promulgated regulations or effluent
limitation guidelines, if the remand and stay concern that portion of the regulations or guidelines on which the permit
condition was based and a request is filed by the permittee in accordance with this Regulation, within ninety (90) days of
judicial remand.
iv. The Division determines that good cause exists to modify a permit condition because of events over which the permittee has no
control and for which there is no reasonable available remedy.
v. The permittee has received a variance.
vi. When required to incorporate applicable toxic effluent limitation or standards adopted pursuant to ' 307(a) of the Federal act.
vii. When required by the reopener conditions in the permit.
viii. As necessary under 40 C.F.R. 403.8(e), to include a compliance schedule for the development of a pretreatment program.
ix. When the level of discharge of any pollutant, which is not limited in the permit, exceeds the level, which can be achieved by the
technology -based treatment requirements appropriate to the permittee under Section 61.8(2) of the Colorado Discharge Permit
System Regulations.
x. To establish a pollutant notification level required in Section 61.8(5) of the Colorado Discharge Permit System Regulations.
xi. To correct technical mistakes, such as errors in calculation, or mistaken interpretations of law made in determining permit
conditions, to the extent allowed in Section 61.10 of the Colorado Discharge Permit System Regulations.
xii. When required by a permit condition to incorporate a land application plan for beneficial reuse of sewage sludge, to revise an
existing land application plan, or to add a land application plan.
xiii. For any other cause provided in Section 61.10 of the Colorado Discharge Permit System Regulations..
c. At the request of a permittee. the Division may modify or terminate a permit and issue a new permit if the following conditions are
met:
i. The Regional Administrator has been notified of the proposed modification or termination and does not object in writing within
thirty (30) days of receipt of notification,
ii. The Division finds that the pennittee has shown reasonable grounds consistent with the Federal and State statutes and
regulations for such modifications or termination;
iii. Requirements of Section 61.15 of the Colorado Discharge Permit System Regulations have been met, and
PART II
Page No. 24
Permit No. COG -500000
iv. Requirements of public notice have been met.
d. Permit modification (except for minor modifications), termination or revocation and reissuance actions shall be subject to the
requirements of Sections 61.5(2), 61.5(3), 61.6, 61.7 and 61.15 of the Colorado Discharge Permit System Regulations. The Division
shall act on a permit modification request, other than minor modifications requests, within 180 days of receipt thereof. Except for
minor modifications, the terms of the existing permit govern and are enforceable until the newly issued permit is formally modified
or revoked and reissued following public notice.
Upon consent by the permittee, the Division may make minor permit modifications without following the requirements of Sections
61.5(2), 61.5(3), 61.7, and 61.15 of the Colorado Discharge Permit System Regulations. Minor modifications to permits are limited
to:
i. Correcting typographical errors; or
ii. Increasing the frequency of monitoring or reporting by the permittee; or
iii. Changing an interim date in a schedule of compliance, provided the new date of compliance is not more than 120 days after the
date specific in the existing permit and does not interfere with attainment of the final compliance date requirement; or
iv. Allowing for a transfer in ownership or operational control of a facility where the Division determines that no other change in
the permit is necessary, provided that a written agreement containing a specific date for transfer of permit responsibility,
coverage and liability between the current and new permittees has been submitted to the Division; or
v. Changing the construction schedule for a discharger which is a new source, but no such change shall affect a discharger's
obligation to have all pollution control equipment installed and in operation prior to discharge; or
vi. Deleting a point source outfall when the discharge from that outfall is terminated and does not result in discharge of pollutants
from other outfalls except in accordance with permit limits.
g.
When a permit is modified, only the conditions subjectto modification are reopened. If a permit is revoked and reissued, the entire
permit is reopened and subject to revision and the permit is reissued for a new term.
The filing of a request by the permittee for a permit modification, revocation and reissuance or termination does not stay any permit
condition.
h. All permit modifications and reissuances are subject to the antibacksliding provisions set forth in 61.10 (e) through (g).
6. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities,
liabilities, or penalties to which the permittee is or may be subject to under Section 311 (Oil and Hazardous Substance Liability) of the
Clean Water Act.
7. State Laws
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities,
liabilities, or penalties established pursuant to any applicable State law or regulation under authority granted by Section 510 of the Clean
Water Act.
8. Permit Violations
Failure to comply with any terms and/or conditions of this permit shall be a violation of this permit. The discharge of any pollutant
identified in this permit more frequently than or at a level in excess of that authorized shall constitute a violation of the permit.
9. Property Rights
The issuance of this permit does not convey any property or water rights in either real or personal property. or stream flows, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of
Federal, State or local laws or regulations.
10. Severability
The provisions of this permit are severable. If any provisions of this permit, or the application of any provision of this permit to any
circumstance, are held invalid, the application of such provision to other circumstances and the application ofthe remainder of this permit
shall not be affected.
PART II
Page No. 25
Permit No. COG -500000
11. Renewal Application
If the permittee desires to continue to discharge, a permit renewal application shall be submitted at least one hundred eighty (180) days
before this permit expires. If the permittee anticipates there will be no discharge after the expiration date of this permit, the Division
should be promptly notified so that it can terminate the permit in accordance with Part II.B.5.
12. Confidentiality
Any information relating to any secret process, method of manufacture or production, or sales or marketing data which has been declared
confidential by the permittee, and which may be acquired, ascertained, or discovered, whether in any sampling investigation, emergency
investigation, or otherwise, shall not be publicly disclosed by any member, officer, or employee of the Commission or the Division, but
shall be kept confidential. Any person seeking to invoke the protection of this Subsection (12) shall bear the burden of proving its
applicability. This section shall never be interpreted as preventing full disclosure of effluent data.
13. Fees
The permittee is required to submit payment of an annual fee as set forth in the 1983 amendments to the Water Quality Control Act.
Section 25-8-502 (1) (b), and the Colorado Discharge Permit System Regulations 5 CCR 1002-61, Section 61.15 as amended. Failure to
submit the required fee when due and payable is a violation of the permit and will result in enforcement action pursuant to Section
25-8-601 et. seq., C.R.S. 1973 as amended.
14. Duration of Permit
The duration of a permit shall be for a fixed term and shall not exceed five (5) years. Filing of a timely and complete application shall
cause the expired permit to continue in force to the effective date of the new permit. The permit's duration may be extended only through
administrative extensions and not through interim modifications.
15. Section 307 Toxics
If a toxic effluent standard or prohibition, including any applicable schedule of compliance specified, is established by regulation
pursuant to Section 307 of the Federal Act for a toxic pollutant which is present in the permittee's discharge and such standard or
prohibition is more stringent than any limitation upon such pollutant in the discharge permit, the Division shall institute proceedings to
modify or revoke and reissue the permit to conform to the toxic effluent standard or prohibition.
16, Antibacksliding
a. A permit may not be renewed, reissued, or modified to contain effluent limitations adopted pursuant to Section 25-8-503(1)(b) (BPJ)
of the Water Quality Control Act, which are less stringent than the comparable effluent limitations or standards in the previous
permit, unless any one of the following exceptions is met and the conditions of paragraph c. of this section are met:
i. Material and substantial alterations or additions to the permitted facility occurred after permit issuance which justify the
application of less stringent effluent limitations; or
ii. Information is available which was not available at the time of permit issuance (other than revised regulations, guidance, or test
methods) and which would have justified the application of a less stringent effluent limitation or standard at the time of permit
issuance; or
iii. The Division determines that technical mistakes or mistaken interpretations of law were made in issuing the permit, which
justified relaxation of the effluent limitations or standards; or
iv. A less stringent effluent limitation or standard is necessary because of events over which the permittee has no control and for
which there is not reasonable available remedy; or
v. The permittee has received a permit variance; or
vi. The permittee has installed the treatment facilities required to meet the effluent limitations in the previous permit and has
properly operated and maintained the facilities but has nevertheless been unable to achieve the previous effluent limitations, in
which case, the limitations in the renewed, reissued, or modified permit may reflect the level of pollutant control actually
achieved (but shall not be less stringent than required by effluent guidelines in effect at the time of permit renewal, reissuance,
or modification).
b. A permit may not be renewed, reissued, or modified to contain effluent limitations adopted pursuant to 61.8(2)(b) or (c) of the
Colorado Discharge Permit System Regulations that are less stringent than the comparable effluent limitations in the previous permit,
unless any of the exceptions provided herein is met and the conditions of paragraph c. of this section are met.
i. In waters where the applicable water quality standard has not yet been attained, effluent limitations based on a total maximum
daily load or other waste load allocation may be revised to be less stringent if the cumulative effect of all such revisions assures
attainment of such water quality standard, or the designated use which is not being attained is removed in accordance with
Section 31.6 of the Basic Standards.
ii. In waters where the applicable water quality standard has been attained, effluent limitations based on a total maximum daily
PART II
Page No. 26
Permit No. COG -500000
load, other waste load allocation, or any other permitting standard (including any water quality standard) may be revised to be
less stringent if such revision is subject to and consistent with the antidegradation provisions of Section 31.8 of the Basic
Standards. Consistency with Section 31.8 shall be presumed if the waters in question have been designated by the Commission
as "use protected"; or
iii. Whether or not the applicable water quality standard has been attained:
(A) Material and substantial alterations or additions to the permitted facility occurred after permit issuance which justified the
application of less stringent effluent limitations; or
A less stringent effluent limitation is necessary because of events over which the permittee has no control and for which
(B) g
there is not reasonable available remedy; or
(C) The permittee has received a permit variance; or
(D) The permittee has installed the treatment facilities required to meet the effluent limitations in the previous permit and has
properly operated and maintained the facilities but has nevertheless been unable to achieve the previous effluent limitations,
in which case, the limitations in the reviewed, reissued, or modified permit may reflect the level of pollutant control
actually achieved (but shall not be less stringent than required by effluent guidelines in effect at the time ofpermit renewal,
reissuance, or modification).
c. In no event may a permit with respect to which paragraphs a. and b. of this section apply be renewed, reissued, or modified to contain
an effluent limitation or standard which is less stringent than required by federal effluent guidelines in effect at the time the permit is
renewed, reissued, or modified. In no event may such a permit to discharge into state waters be renewed, reissued, or modified to
contain a less stringent effluent limitation if the implementation of such limitation would result in a violation of an applicable water
quality standard.
17. Effect of Permit Issuance
a. The issuance of a permit does not convey any property rights or any exclusive privilege.
b. The issuance of a permit does not authorize any injury to person or property or any invasion of personal rights, nor does it authorize
the infringement of federal, state, or local laws or regulations.
c. Except for any toxic effluent standard or prohibition imposed under Section 307 o f the Federal act or any standard for sewage sludge
use or disposal under Section 405(d) of the Federal act, compliance with a permit during its term constitutes compliance, for
purposes of enforcement, with Sections 301, 302, 306, 318, 403, and 405(a) and (b) of the Federal act. However, a permit may be
modified, revoked and reissued, or terminated during its term for cause as set forth in Section 61.8(8) of the Colorado Discharge
Permit System Regulations.
d. Compliance with a permit condition which implements a particular standard for sewage sludge use or disposal shall be an affirmative
defense in any enforcement action brought for a violation of that standard for sewage sludge use or disposal.
18. Requiring an Individual CDPS Permit.
The Director may require any owner or operator covered under this permit to apply for and obtain an individual CDPS permit if:
a. The discharger is not in compliance with the conditions of this General Permit; or,
b. Conditions or standards have changed so that the discharge no longer qualifies for a General Permit: or,
c. Data becomes available which indicates water quality standards may be violated.
The owner or operator must be notified in writing that an application for an individual CDPS permit is required. When an individual
CDPS permit is issued to an owner or operator otherwise covered under this General Permit, the applicability of the General Permit to
that owner or operator is automatically terminated upon the effective date of the individual CDPS permit.
19. Requesting an Indi\ idual CDPS Permit
Any owner or operator covered by this General Permit may request to be excluded from the coverage by applying for an individual CDPS
permit.
20. Requesting Coverage Under the General Permit
The owner or operator of a facility excluded from coverage by this General Permit solely because that facility already has an individual
permit may request that the individual permit be revoked and that the facility be covered by this General Permit. Such request shall be
evaluated by the Division per criterion specified in Part I of this permit.
Exhibit E — Reclamation Plan
BACKFILL NOTICE
Inert structural fill may be imported or utilized from existing sources, along with.
processing fines and reject material to fill portions of Tracts A and B — the extent
and location of which will be field determined during final reclamation in order to
advance alternative end -use potentials for post extraction development.
The estimated total volume off 11 for this location is determined as follows:
The date off 11 activity will commence at onset of approval of this application, and
continue for the life of the project, estimated at 30-35± years. Material will be
mixed with on -site processing fines and reject prior to fill to eliminate void spaces,
where necessary; or as otherwise utilized under recycling activities. The filled
portions of a given tract will be re -vegetated with the approved seed mix. All
material either extracted on site, or imported to the site, will be handled in such a
manner so as to prevent any unauthorized release of pollutants to the surface
drainage system. No unauthorized release of pollutants to groundwater shall occur
from any materials mined, handled or disposed of within the permit area.
I, Garret C. Varra, hereby attest that the material to be utilized as inert fill in the
area described as Parcel 122, is clean and inert as defined in Rule 1.1(20) of the
Rules and Regulations.
Ins," -Keys's--
Garrett C. Varra, Vice -President - Operations
Varra Companies, Inc.
varra Companies, Inc. °MLR 112 Permit Application
Parcel 122 — Resource Development Project 1 July 2015
Exhibit L. - Table L-1: Primary/Preferred Re -vegetation Seed Mixture and Costs
i
ecies
Scientific Name
S
ecies
Common
Name
1
Variet
% Mix
#
e is/Acre
*Cost/#
e is
Total
($)
Panicum virgatum
Switchgrass
Trailblazer
20
0.9
6.15
5.54
Bouteloua curtipendula
Sideoats
grama
Vaughn
20
1.8
5.65
10.17
Festuca
ovina
Sheep fescue
Covar
15
0.4
2.15
0.86
Oryzopsis
hymenoides
Indian ricegrass
El
Vado
15
1.9
3.35
6.37
Bouteloua
gracilis
Blue grama
Lovington
10
0.2
7.80
1.56
Schiza
chyrium
scoparium
Little bluestem
Pastura
05
0.7
9.00
6.30
Poa a pratensis
Kentucky bluegrass
Livingston
05
0.05
2.6 5
0.14
Tall wheatgrass
Alkar
05
1.1
1.35
1.35
Elytrigia elongate
Bromus inermis
Smooth
brome
Manchar
02
0.1
1..9
0.13
Sporobolus
airoides
Alkali sacaton
01
0.01
8.95
0.09
Sporobolus
cryptandrus
Sand
dropseed
01
0.01
4.25
0.05
Trifoliurn repens
Strawberry clover
}'Conner
01
0.1
4.70
0.47
Sub
-TOTAL
100
7.27
57.29
33.03
Mulch
Substitute
Regreen TM
WheatX
heatgrass
10.00
2.75
27.50
60.53
TOTAL
Acre =
per
Rates shown are based upon drilled rates. Where broadcasting is necessary or preferred, rates will
double.Note: (*) = Trace. Some houses will not mix less than 0.1#. Since species availability may vary,
the operator may substitute species of similar utility. The species described are therefore subject to change
without revision to the permit. Regreen is a substitute for the use of mulch, providing live stabilization that
will die out within three years as the native grasses begin to express themselves.. The overall mixture is
intended to provide ample genetic potential over highly variable soils with a reasoned mix of height, form,
color, function (bunch and sod forming), and season (cool and warm season). Costs used two sources which
will vary by season and availability; and, where cost was not available, a reasonable estimate was given
based upon comparable species.
Varra Companies, Inc.
Parcel 122 — Resource Development Project
OMLR 112 Permit Application
1July 2015
Exhibit E - Table B-1: Primary/Preferred Re -vegetation Seed Mixture
i
ecies
Scientific
Name
S
Jecies
Common Name
}
Variety
% Mix
#'
is/Acre
Panicum virgatum
Switchgrass
Forestburg
20
0.9
Bouteloua curtipendula
Sideoats grama
Vaughn
20
1.8
Festuca
ovina
Sheep fescue
Covar
15
0.4
Oryzopsis
hymenoides
Indian
ricegrass
Rimrock
15
1.9
Bouteloua
gracilis
Blue
grama
Lovington
10
0.2
Schizachyrium
scoparium
Little
bluestem
Pastura
05
0.7
Poa pratensis
Kentucky
bluegrass
Livingston
05
0.05
Tall wheatgrass
Alkar
05
1.1
Elytrigia elongate
Bromus inermis
Smooth brome
Manchar
0?
0.1
Sporobolus
airoides oide s
Alkali sacaton
01
0.01
Sporobolus
cryptandrus
Sand dropseed
01
0.01
Trifoliurn repens
Strawberry
clover
O'Conner
01
0.1
Sub
-TOTAL
100
7.27
Mulch
Substitute
Regreen TM
WheatXWheatgrass
10.00
17.27
TOTAL
Acre =
per
Rates shown are based upon drilled rates. Where broadcasting is necessary or preferred,
rates will double.Note: (*) = Trace. Some houses will not mix less than 0.1#. Since
species availability may vary, the operator may substitute species of similar utility or
from an adjusted mixture of species and rates from the Preferred or Optional Mixes, in
part or whole. The species described are therefore subject to change without revision to
the permit. Regreen is a substitute for the use of mulch, providing live stabilization that
will die out within three years as the native grasses begin to express themselves. The
overall mixture is intended to provide ample genetic potential over highly variable soils
with a reasoned mix of height, form, color, function (bunch and sod forming), and season
(cool and warm season).
Varra Companies, Inc. OMM/ILR 112 Permit Application
Parcel 122 — Resource Development Project 1 July 2015
Exhibit E — Reclamation Plan
6.4.5 EXHIBIT E - Reclamation Plan
(1) In preparing the Reclamation Plan, the Operator/Applicant should be specific in
terms of addressing such items as final grading (including drainage), seeding,
fertilizing, revegetation (trees, shrubs, etc.), and topsoiling. Operators/Applicants
are encouraged to allow flexibility in their plans by committing themselves to
ranges of numbers (e.g., 6"-12" of topsoil) rather than specific figures.
(2) The Reclamation Plan shall include provisions for, or satisfactory explanation of,
all general requirements for the type of reclamation proposed to be implemented
by the Operator/Applicant. Reclamation shall be required on all the affected
land. The Reclamation Plans shall include:
(a) A description of the type(s) of reclamation the Operator/Applicant
proposes to achieve in the reclamation of the affected land, why each was
chosen, the amount of acreage accorded to each, and a general
discussion of methods of reclamation as related to the mechanics of
Bart -moving;
(b) A comparison of the proposed post -mining land use to other land uses in
the vicinity and to adopted state and local land use plans and programs.
In those instances where the post -mining land use is for industrial,
residential, or commercial purposes and such use is not reasonably
assured, a plan for revegetation shall be submitted. Appropriate evidence
supporting such reasonable assurance shall be submitted;
(c) A description of how the Reclamation Plan will be implemented to meet
each applicable requirement of Section 3.1;
(d) Where applicable, plans for topsoil segregation, preservation, and
replacement; for stabilization, compaction, and grading of spoil; and for
revegetation. The revegetation plan shall contain a list of the preferred
species of grass, legumes, forbs, shrubs or trees to be planted, the
method and rates of seeding and planting, the estimated availability of
viable seeds in sufficient quantities of the species proposed to be used,
and the proposed time of seeding and planting;
(e) A plan or schedule indicating how and when reclamation will be
implemented. Such plan or schedule shall not be tied to any specific date
but shall be tied to implementation or completion of different stages of the
mining operation as described in Subparagraph 6.4.4(1)(e). The plan or
schedule shall include:
(i) An estimate of the periods of time which will be required for the
various stages or phases of reclamation;
(ii) A description of the size and location of each area to be reclaimed
during each phase; and
(iii) An outline of the sequence in which each stage or phase of
reclamation will be carried out.
(The schedule need not be separate and distinct from the Reclamation
Plan, but may be incorporated therein.)
(f) A description of each of the following:
Varra Companies, Inc.
OisiELR 112 Permit Application 1
Parcel 122 — Resource Development Project 20 April 2017
Exhibit E — Reclamation Plan
(i) Final grading - specify maximum anticipated slope gradient or
expected ranges thereof;
(ii) Seeding - specify types, mixtures, quantities, and expected time(s)
of seeding and planting;
(iii) Fertilization - if applicable, specify types, mixtures, quantities and
time of application;
(iv) Revegetation - specify types of trees, shrubs, etc., quantities, size
and location; and
(v) Topsoiling - specify anticipated minimum depth or range of depths
for those areas where topsoil will be replaced.
This application provides substantial detail of features by utilizing aerial
photography ortho-rectified to near survey accuracy. This highly accurate and
detailed portrayal of the mining and reclamation is visible under Exhibit C-1:
Existing Conditions Map, Exhibit C-2: Extraction Plan Map, and, Exhibit F Reclamation Map. How reclamation will occur over affected lands is further
detailed under Exhibit L — Reclamation Costs.
As extraction progresses over planned areas in Tracts A and B; the resulting slopes
created during extraction (refer to Exhibit D - Extraction Plan) will be
concurrently modified by pushing the resulting pit bottom with a dozer until the
resulting basin slopes conform with Rule 3.1.5(7). Lands above the anticipated
final water level of the basins and within 10.0 feet below the anticipated final
water level of the basins will be graded to 3H:1 V, or flatter. Lands below 10.0
feet from the anticipated final water level of the basins will also be graded to
3H:1V, or flatter. Naturally occurring slopes may exceed 2H:1V where not
otherwise affected by extraction activities and will not be altered as part of
reclamation unless necessary to facilitate the reclamation of affected lands.
A Backfill Notice is included with this application as an Addendum at the back of
Exhibit E — Reclamation Plan, to facilitate the use of inert fill over portions of the
extracted lands to accomplish final end -use potentials, reservoir storage, and other
mixed uses, which may include residential, commercial or industrial structures or
uses otherwise approved now or in the future by Weld County, Colorado. The
extent and nature of the reservoir represents the maximum build -out respective of
optimal extraction of commercial product and resulting final slopes.
All affected lands remaining above the anticipated high water mark of the finished
reservoirs will be capped with a minimum of six (6.0±) inches of soil, as supported
by Exhibit I & J - Soils and Vegetation Information. Timing and use of soil is
Varra Companies, Inc. OisiELR 112 Permit Application 2
Parcel 122 — Resource Development Project 20 April 2017
Exhibit E — Reclamation Plan
detailed further under Exhibit I & J — Soils and Vegetation Information and Exhibit
L — Reclamation Costs. Where compacted lands requiring revegetation exist, those
locations will be ripped prior to re -soil application. There are no known areas of
compaction at the time of this application which would require such activity; and
ripping remains a contingency of the application.
The final land configuration resulting from completed extraction will create the
Primary End Use of Developed Water Resources, forming two reservoir basins
totaling 96.49± surface acres as shown on Exhibit F: Reclamation Map. The West
Basin of Tract A comprises 50.36± acres and will create a surface water area of
46.30± acres at full build out. The East Basin of Tract B is 46.13± acres and will
create a surface water area of 43.07± acres at full build out.
Since the existing lands comprised predominantly of crops, ornamental, or
introduced species; disturbed lands remaining above the static water level of the
basins (4795' elevation), will be revegetated with an enduring stabilizing cover of
predominantly native grasses (refer to Exhibit E - Table E-1: Primary/Preferred
Re -vegetation Seed Mixture). An optional seed mixture is provided under Exhibit
E - Table E-2: Optional/Default Revegetation Seed Mixture. This optional
mixture provides for the use of other genetic potential and species combinations
under failed conditions consistent with the seed mixture utilized over the pre -
disturbed lands. A wheat x wheatgrass sterile hybrid will be combined with either
applied mixture as a substitute for the use of mulch to aid establishment of newly
seeded areas.
The target for release of revegetated lands is based upon the establishment of a
stabilizing cover of predominantly native vegetation whose foliar umbrella equals
or exceeds 25 percent of the total area of the ground as measured one inch above
the native soil on a square meter basis for typical areas of reclaimed cover
achieved within five years subsequent to the completion of all extraction activities.
Lands not otherwise occupied for use as Developed Water Resources will be later
developed to the highest possible end -use, and will likely comprise mixed
agricultural, light residential, commercial or industrial uses.
Mixed use(s), may also include, but are not limited to: the retention of existing
structures as desired (e.g., portable or fixed concrete batch plant, asphalt batch
plants, recycling facilities and related structures, shop, scale-house/office; and
supporting facilities such as fuel depots, parking areas, oil and gas facilities access,
etc.) for continued industrial - commercial uses; the creation of unforeseen future
Varra Companies, Inc. OisiELR 112 Permit Application 3
Parcel 122 — Resource Development Project 20 April 2017
Exhibit E — Reclamation Plan
structures, and for the use and development of on -site water resources. Since the
area of surrounding lands is a mix of these uses, the site end use will retain these
potentials.
The rate of reclamation activity, including grading, soiling and revegetation will
follow concurrently with extraction and the respective timetables identified for
extraction under Exhibit D — Mining Plan. All timetables are contingent upon
market conditions. With extraction activities anticipated to take up to 25-30 years
to complete, reclamation will add an approximately five years to this estimate,
bringing the anticipated life of the mine to 25-30± years, or the year 2045-50. The
actual end point is five (5.0+) years subsequent to the completion of all recoverable
materials and successful release of all reclamation required under the approved
State of Colorado Division of Reclamation Mining and Safety (DRMS) permit.
A Backfill Notice follows this page, as part of this Exhibit. The use of inert fill
will facilitate the timely fill of selected portions of the project areas, and related
reclamation of affected lands and use of related water resources (refer to Exhibit L
Reclamation Costs).
Varra Companies, Inc. OisilLR 112 Permit Application 4
Parcel 122 — Resource Development Project 20 April 2017
Exhibit E — Reclamation Plan
BACKFILL NOTICE
Inert structural fill may be imported or utilized from existing sources, along with
processing fines and reject material to fill portions of Tracts A and B — the extent
and location of which will be field determined during final reclamation in order to
advance alternative end -use potentials for post extraction development.
The estimated total volume of fill for this location is determined as follows:
The date of fill activity will commence at onset of approval of this application, and
continue for the life of the project, estimated at 30-35± years. Material will be
mixed with on -site processing fines and reject prior to fill to eliminate void spaces,
where necessary; or as otherwise utilized under recycling activities. The filled
portions of a given tract will be re -vegetated with the approved seed mix. All
material either extracted on site, or imported to the site, will be handled in such a
manner so as to prevent any unauthorized release of pollutants to the surface
drainage system. No unauthorized release of pollutants to groundwater shall occur
from any materials mined, handled or disposed of within the permit area.
I, Garret C. Varra, hereby attest that the material to be utilized as inert fill in the
area described as Parcel 122, is clean and inert as defined in Rule 1.1(20) of the
Rules and Regulations.
Garrett C. Varra, Vice -President - Operations
Varra Companies, Inc.
Varra Companies, Inc. OisilLR 112 Permit Application 5
Parcel 122 — Resource Development Project 20 April 2017
Exhibit L — Reclamation Costs
6.4.12 EXHIBIT L - Reclamation Costs
(1) All information necessary to calculate the costs of reclamation must be submitted
and broken down into the various major phases of reclamation. The information
provided by the Operator/Applicant must be sufficient to calculate the cost of
reclamation that would be incurred by the state.
(2) The Office may request the Operator/Applicant to provide additional, reasonable
data to substantiate said operator/Applicant's estimate of the cost of reclamation
for all Affected Lands.
SUMMARY OVERVIEW:
Summary Status of Affected and Unaffected land as of this Amendment (Exhibit C-1:
Existing Conditions and Exhibit C-2: Extraction Plan Map):
Table 1 - Primary Data on Area of Affected Lands and Reclaimed Features:
Entity
A
Combined
Tract
Tract B [
Extraction
Area
55.21±
Acres
46.76± Acres
101.97±
Acres
Finished Basin Area
53.94±
99.64±
Acres
Acres
45.70± Acres
Static Water Area (Elevation 4790 feet)
49.64±
90.87±
Acres
Acres
41.23± Acres
Area
(Extraction
Above Static Water Level
Area — Static Water Area)
5.57±
Acres
11.10±
Acres
5.53± Acres
Basin Area Volume (cu.ft.)
2,980,860.41
1,890,833.47
4,871,693.88
Percent (%) Recuction - Static Water
Level Volume (cu.ft.)
- 8%
-10%
Static Water Level Volume (cu.ft.)
2,742,391.58
1,701,750.12
4,444,141.70
Static Water Level Volume (Gallons)
553,891,868.21
343,709,322.94
897,601,191.15
NOTE Well: All lands within the 100.63± acre permit area are to be considered as
affected lands under C.R.S. 34-32.5-103(1) respective of this permit application and
any subsequent permit revisions or amendments to the permit as originally approved.
The following assumptions of are based upon the pre -disturbed state of the application
for purposes of determining estimated costs of reclamation and correlated financial
warranty. Where appropriate, information is generalized and approximated from similar
estimates determined by the Colorado Office of Mined Land Reclamation (OMLR), as
indicated:
Varra Companies, Inc.
Varra-Coulson Resource Project 1
OMLR 112 Permit Application 1 July 2015
Exhibit L — Reclamation Costs
Summary of Reclamation Costs:
3,656.00± Total Site Discharge Avg. Life of the Mine
75,967.11± Total Grading per Extraction Front.
$ 8,490.42± Total Re -soiling
$ 2,931.75± Total Re -vegetation Expense
$ 91,045.28± Sub -Total
$ 4,322.00± Possible Mobilization and Demobilization Costs (est. from OMLR Coulson)
$ 95,364.28± Sub -Total Direct Costs
$ 23,207.63± Possible Indirect Costs Pending RMS Indirect Costs @ 24.335 % of Total
Reclamation Costs
$118,571.91± Grand Total - Financial Warranty Amount — Pending OMLR Review
and estimates including estimated expenses for State ofColorado Mobilization and
Demobilization and other `Indirect' cost determinations by the Office.
RECLAMATION EXPOSURE:
Based upon the Mining and Reclamation Plans of this application, the status and trend
of activities and affected land; and related calculations to estimate reclamation liability,
are determined as follows.
Please Note: Due to the difficulty of calculating heavy equipment costs similar to the
Division's software program, unit costs from previous and reasonably current Division
estimates of like or similar kind have been utilized to create a reasonably close
estimate. The per unit basis from Division records are shown along with other sources
used or referenced to determine unit costs, at the back of this exhibit.
DEWATERING:
Until otherwise indicated, extraction will commence first in Tract A and be completed there
before opening extraction of Tract B. The estimate is tied to the initial seven years of operations
in Tract A. Two previous methods of determination are utilized, combined, and averaged as the
final estimate, as follows:
Initial Determinations:
Correcting the volume by a difference in the surface area of the basin of Tract A with the surface
elevation area of the anticipated static water level of the resulting reservoir of 8 percent =
2,742,391.58± cu.yds = 553,891,868.21 gallons total anticipated water volume for Tract A.
Assuming the life of the mine runs to the minimum term of extraction, or 25 years, the rate of
extraction over the current combined extraction limits area of 101.97± acres is slightly more than
4.0± acres of extraction per year, or nearly 13.8± years to complete the full extraction of Tract A.
Therefore, approximately 7 years would pass to extract half the area of extraction of Tract A. In
the event of default, pumps could be maintained or restarted, and anticipate only half the
volume of half the extracted area of Tract A have occurred, then the total gallons of Tract A
Varra Companies, Inc. Varra-Coulson Resource Project 2
OMLR 112 Permit Application 1 July 2015
Exhibit L — Reclamation Costs
divided by 4 = 138,472,967.05 gallons to dewater in default at the end of 7 years of
extraction.
Estimate #1 (refer to Kurtz estimate utilizing similar pump and rates):
138,472,967.05 gal x 0.000026/gal. discharge cost = Total Average Life of Mine
Discharge Cost at Year 7 = 3,600.30
Estimate #2: (refer to Kurtz estimate utilizing similar pump and rates):
Utilizing a 16" floating 150 HP/110KW/Hr at 5,000 gallon per minute capacity
Fisher Pump discharging at a mean rate of 3750+ gallons of water per minute
.e. 3750± gpm x 60 minutes = 225,000± gallons per hr.
138,472,967.05 gallons = 225,000± gal/hr = 615.44± hrs. = 24 = 25.64+ days to
discharge the water
Fisher Pumps (2024 East 8th St.; Greeley, CO) previously indicated they do not
rent Fisher Pumps, but if they did, they would be determined in this manner:
$18,750.00± cost of the pump of the same type as indicated above
2 @ half the value recovered in 3 months
$ 9,375.00±
3 months
$ 3,125.00± per month
:30± days
$ 104.17± per day
x 25% mark-up for profit or $26.04
$ 130.21± per day (rental cost)
x 25.64± days
3,338.58± Total Pump Use Cost
The electrical cost for the pump will run as follows, utilizing information derived
from United Power Company (Keith Emerson) based upon actual energy use from
the same type and kind of Fisher Pump:
Electric demand:
1 IOKW x 615.36± hours of use x $0.034± cents per hour = $20.92 ±
$40.20 Meter Charge (Service Charge)
$61.12± Total Electric Charge
Varra Companies, Inc. Varra-Coulson Resource Project
OMLR 112 Permit Application 1 July 2015
3
Exhibit L — Reclamation Costs
Estimate labor at $12.00±/hour total x 26± hours (or one hour per day)
$312.00± Labor
.•. $ 3,711.70± Total Discharge Cost prior to grading sloped below existing pond.
Average Value Estimate for Total Average Love of the Mine Discharge Cost @ Year 7 =
$ 3,600.30 Method 1 Estimate
+ 3,711.70 Method 2 Estimate
$ 7,312.00 : 2 = $ 3,656.00_I Average Discharge Cost @ year 7 Tract A.
NOTE: The basins resulting from extraction may be reclaimed in an unlined state, since
the operator retains sufficient water resources to do so. The basins may be lined or
otherwise segregated from the area groundwater as an option to the approved permit,
in order to liberate the water otherwise retained to supplement loss from evaporation in
the unlined state. Since sufficient water resources exist, the option to line the resulting
basins at an unspecified time during the life of the permit is retained under this
application and as part of the approved permit.
GRADING:
As stated in Exhibit D — Extraction Plan:
A 1600± linear foot standard morphing extraction front is comprised of
a 1.25H :1v face along an approximate 800-1200± linear foot
advancing; wall with trailing side slopes up to 400 total linear feet
combined along either side of the advancing wall where it serves to
define the predetermined boundary of the extraction limits shown on
Exhibit C-2: Extraction Plan Map. Concurrent grading follows
immediately behind the trailing side slopes as they occur along the
extraction limits. This morphing extraction front, with its advancing
wall, trailing side slopes, and concurrent reclamation along the
extraction limits is approximate for all active Tracts.
The 1600± linear foot total extraction front is `morphing' in that the
total linear feet of the front will not exceed 1600± linear feet, however,
the advancing wall and side slopes may deviate from the `standard'
lengths described above. For example: If the advancing wall is only
600± linear feet, trailing side slopes may have a combined length
pending finished grading of up to 1,000± linear feet. Another example
Varra Companies, Inc. Varra-Coulson Resource Project 4
OMLR 112 Permit Application 1 July 2015
Exhibit L — Reclamation Costs
is if the advancing wall is 1,400± linear feet long, there is only 200±
linear feet of trailing wall, and operations must be more Johnny on the
spot in keeping up with concurrency in this configuration. So the
`morphing' of the front generally affects the pace of concurrent
reclamation of the trailing wall.
SURFACE
39 FOOT MEAN
DEO11-i OF
EXCAVATION
DIAGRAM
EXTRACTED
FOLINEM110N
1
SLOPE IS. 3I -k 1V FOR
19 FEET FROM BASE
1.25H:1V EAFER
TO SURFACE
RECLAIMED FILL
LOPE
3H: 1V FROM BASE
TO SURVACE
(AREA = 1015.0
SQ.FT_)
Assuming a mean depth of advancing wall and sidewalls of 39.0± feet.
1600.00± lin.ft. (extraction front) x 1015.00± sq.ft. (required fill — Diagram 1, above)
1,624,000.00± cu.ft. : 27 = 60,148.15± LCY
Average push distance is 50± feet using equipment and assumptions leading to per unit
cost previously determined by OMLR (refer to Coulson estimates at back of this exhibit)
_ $1.263 per LCY.
60,148.15± LCY
x $ 1,263per LCY.
$ 75,967.11_I to grade to required slope per 1600.4± lin.ft. extraction front.
Soil Demand AND Re -soiling of Affected Lands (refer to Exhibit D):
NOTE: The soil demand (and related costs) will decrease proportionately as extraction
activities progress over each Tract of planned extraction as a result of concurrent
reclamation. For now, an area estimate to reclaim the lands above the static water
level of Tract A and the 10.00± acres of the Processing/Mineral Reserve Area (1) will be
determined for resoiling expenses.
Varra Companies, Inc.
Varra-Coulson Resource Project 5
OMLR 112 Permit Application 1 July 2015
Exhibit L — Reclamation Costs
5.57± acres — Tract A Lands above Static Water Level
10.00± acres — Mineral Reserve Area (1)
15.57± acres — Requiring Revegetation from initial operations
At a depth of 0.5± feet, the total volume = 15.57± acres x 0.5± feet of soil replacement
x 43,560.0± sq.ft./acre = 27 cu.ft./cu.yd. = 12,259.80± cu.yds. total soil requirement.
The majority of soil placement can occur using the an average placement distance of
600 ft., or less along embankments, (utilizing the same assumptions utilized at the
Coulson Project as included with this exhibit).
12,259.80± cu.yds of soil demand
x $ 0.676 per LCY.
$ 8,490.42± to replace 0.5± feet of soil over the existing affected lands
remaining above the anticipated final water level.
Establishment of Vegetation over Affected Lands:
The demand establishment of vegetation over the affected lands will also diminish
proportionately with the planned extraction of the Tracts. For now, the total exposure
is estimated as indicated above to be 15.57± acres under a default (refer to resoil area,
above) :
NOTE: The vegetation demand (and related costs) will decrease proportionately as
extraction activities increase over each Tract of planned extraction. The cost for seed is
shown on Exhibit L - Table L-1: Primary/Preferred Re -vegetation Seed Mixture and
Costs. The mixture includes a substitute for mulch in the inclusion of a wheatgrass
hybrid. The Division has historically agreed with and approved the inclusion of this
hybrid as a substitute for mulch. These costs are as follows:
$ 60.53± Preferred Seed Mix
x 15.57± acres
$ 942.45± Sub -Total Seed
The cost for applying seed is based upon information derived in proximity to the
Northern Colorado economy. Costs for tilling, fertilizing and seeding are based upon
estimates from Longs Peak Equipment Co. These costs, including labor, are reflected
as follows:
25.00± per acre Tilling
$ 20.00± per acre Fertilizing
Varra Companies, Inc.
Varra-Coulson Resource Project 6
OMLR 112 Permit Application 1 July 2015
Exhibit L — Reclamation Costs
$ 20.00± per acre Seeding
$ 65.00± per acre Total Application Cost per Acre.
x 15.57± acres
1,012.05± Sub -Total - Application Costs
$ 1,954.50 Sub -Total Re -vegetation (seed + application) Costs.
Assume a 50+ percent failure and add half the expense back into the total for
reseeding, or:
$ 977.25 Sub -Total Re -seeding costs
2,931.75 I Total Re -vegetation Expense
OTHER MISCELLANEOUS COSTS:
Mobilization and demobilization costs are based upon the Division's estimates, which
are pending.
Demolition of Structures: None. Building Permits for structures will be obtain where
required from the Weld County Building Department.
Please Note: The per unit cost values derived from previous OMLR
determinations for heavy equipment, as applied to this exhibit, are included
at the back of this exhibit. Since there is no possibility of the applicant in
fully reproducing the Division's methods, utilizing similarities from past
OMLR calculations is the most viable and accurate means available for the
applicant to derive reasonable estimates of per unit costs and should result
in estimates very reliable with that of the Division.
Summary of Reclamation Costs:
3,656.00± Total Site Discharge Avg. Life of the Mine
75,967.11± Total Grading per Extraction Front.
$ 8,490.42± Total Re -soiling
2,931.75± Total Re -vegetation Expense
$ 91,045.28± Sub -Total
$ 4,322.00± Possible Mobilization and Demobilization Costs (est. from OMLR Coulson)
$ 95,364.28± Sub -Total Direct Costs
$ 23,207.63± Possible Indirect Costs Pending RMS Indirect Costs @ 24.335 % of Total
Reclamation Costs
$118,571.91± Grand Total - Financial Warranty Amount — Pending OMLR Review
and estimates including estimated expenses for State of Colorado Mobilization and
Demobilization and other `Indirect' cost determinations by the Office.
Varra Companies, Inc. Varra-Coulson Resource Project 7
OMLR 112 Permit Application 1 July 2015
Exhibit Q — Proof of Notice to the Board of Supervisors
Longmont Soil Conservation District
6.4.17 EXHIBIT Q - Proof of Mailing of Notices to Board of County
Commissioners and Soil Conservation District
Proof that notice of the permit application was sent to the Board of County
Commissioners and, if the mining operation is within the boundaries of a Soil
Conservation District, to the Board of Supervisors of the local Soil Conservation District,
pursuant to Subparagraph 1.6.2(1)(a)(ii).
Longmont Soil Conservation District
Board of Supervisors
ATTN: Nancy McIntyre, District Manager
9595 Nelson Road
Longmont, Colorado 80501
Subject: Colorado Division of Reclamation Mining and Safety (RMS) Office
of Mined Land Reclamation (OMLR) Regular Impact (112) Permit
application for Varra Companies, Inc. Parcel 122 — Resource
Development Project.
Your signature below acknowledges receipt of the above referenced Notice of
Filing Application form. With this correspondence we are also including, as
required, a copy of our signed permit application form to our permit application
with the OMLR.
We are also providing supplemental information to aid your understanding.
• An Index Map showing location of planned project activity on a USGS
Quadrangle Map.
• A copy of the Exhibit I/J - Soils Information Map.
• A copy of the Exhibit F — Reclamation Plan Map
• A copy of the Primary and Optional Seed Mixtures
If you need clarification or further assistance, please contact Varra Companies, Inc.
Office of Special Projects (970) 353-8310. Thank -you
Date Received:
Received By:
Office of Board of Supervisors Longmont Soil Conservation District.
Varra Companies, Inc.
OMLR 112 Permit Application 1
Parcel 122 — Resource Development Project 1 July 2015
Exhibit C — Pre -Mining & Mining Plan Map
6.4.3 EXHIBIT C - Pre -mining and Mining Plan Map(s) of Affected Lands
One or more maps may be necessary to legibly portray the following
information:
(a) all adjoining surface owners of record;
(b) the name and location of all creeks, roads, buildings, oil and gas wells and lines, and power and communication
lines on the area of affected land and within two hundred (200) feet of all boundaries of such area;
(c) the existing topography of the area with contour lines of sufficient detail to portray the direction and rate of slope of
the affected land;
(d) the total area to be involved in the operation, including the area to be mined and the area of affected lands (see
definition of "Affected Land");
(e) the type of present vegetation covering the affected lands; and
(f) in conjunction with Exhibit G - Water Information, Subsection 6.4.7, if required by the office, further water
resources information will be presented on a map in this section.
(g) Show the owner's name, type of structures, and location of all significant, valuable, and permanent man-made
structures contained on the area of affected land and within two hundred (200) feet of the affected land.
(h) In conjunction with Exhibit I - Soils Information, Subsection 6.4.9, soils information may be presented on a map in
this section;
(I) Aerial photos, if available, may be included in this section.
Adjoining Surface Owners Of Record As Shown On Exhibit C — Pre -Mining & Mining Plan Map (Source: Property Owners from
Weld County Assessor Records and Utilities Directly from Utility):
Property Number
Name
& Address
(w/in, or 200 ft. from, the permit
STRUCTURES
boundary)
120932101003
Pasquale Varra
Seep Ditch
8120 Gage Street
Ditch Lateral
Colorado 80516
Access
Road
Frederick,
Gate
Fenceline & Posts
120933200051
Varra Companies, Inc.
Seep Ditch
120933200048
8120 Gage Street
Ditch Lateral
120933200049
Frederick,
Colorado
80516
Conveyor
System
Varra Companies, Inc.
OMLR 112 Permit Application
Parcel 122 — Resource Development Project 1 July 2015 — Revised 25 August 2015
1
Exhibit C — Pre -Mining & Mining Plan Map
120933200050
1209321
0 1003
Access
Gate
Road
&. Posts
Fenceline
120933000044
Paula
J
Burch
-Perkins,
and
Access
Road with
to Varra Companies, Inc.
Easement
Robert J. Perkins
Residencial
Structure
wl Fence
&. Yard
8234 County
Road
28
Detached
Metal
Garage
Longmont,
Colorado
80504
Domestic
Concrete
Water Well
Grain Silo
Wood & Metal Chicken
Pen
Propane
Tank
Raised
Garden
Beds
Ancillary Structures
120929100052
Jessie P. Cogurn
Fenceline
& Posts
P.O. Box
122
Seep
Mead,
Colorado
80542-0122
120928000006
Ready
Mixed
Concrete
Company
Residential
Structure
With
& Yard
Fence
4395 Washington
Street
Fenceline
&
Posts
Denver, Colorado
80216
Seep Ditch
Domestic
Water
Well
Irrigation Water
Well
120933000041
Mayer Family
Farms,
LLC
Irrigation
Pond
13895 County
Road
21
Irrigation
Pivot & Pathway
Platteville,
Colorado 80651-7929
120933000043
Milray Farm,
LLC
Irrigation
Pivot & Pathway
clo Robert A Sarchet
325 Crestridge
Lane
Longmont,
Colorado
80501-4731
120933000040
Linda
K Dodero
Irrigation
Pivot &
Pathway
8407
County Road 26
Fort
Lupton,
Colorado 80621
120933000039
McClay,
Steven James & Albert
Louis
Irrigation Pivot &
Pathway
9173
County Road 26
Fort
Lupton,
Colorado
80621
Varra Companies, Inc.
OMLR 112 Permit Application
Parcel 122 — Resource Development Project 1 July 2015 — Revised 25 August 2015
Exhibit C — Pre -Mining & Mining Plan Map
Other (Utilities,
Roads, etc)
) ame and Address
Weld
County Department of
ATTN:
Don Dunker, County
Weld
County Road 28
Engineer
Public Works
Road
Right
-Of
-Way
60
Right -of -Way
Foot
P.O.
Box 758
Greeley,
Colorado
80632-0758
Xeel
ATTN:
Doug
Dalton
Precautionary
Notification
known or identifiable
Energy
no
Right
of Way
Department
structures
1500 6t11 Avenue
Greeley,
Colorado
80632
Century
Link
(west)
ATTN:
Carson Ortega
Buried
Line
Telephone
Right
-of
-Way Dept.
2505
Avenue
First
Greeley,
Colorado 80631
United Power
ATTN:
Bill Meier
Buried
Power
Line
500 Cooperative
Way
Overhead
Power
lines
Brighton, Colorado
80603
Kerr-McGee Oil & Gas Onshore
ATTN:
Right -of -Way ay Dept.
95 foot Right
-of -Way
LP
1099 18th Street,
Ste.
1800
Buried
oil & gas lines
120932101003
Denver, Colorado
80202
Tank
Battery
Well locations
—
-- and
120933000039
Ancillary structures
120933000040
120933000043
120928000006
120929100052
Xtreme Drilling & Coil
Services
ATTN:
Right
-of -Way Dept.
Precautionary
Notification
known or identifiable
— no
120932101003
9805 Katy
Freeway, Suite
650
structures
120932101003
Ilouston,
Texas
77024
DP Midstream
ATTN:
Right
-of
Way
Dept.
Buried
oil & gas lines
1324
North
7t11 Ave.
Greeley, Colorado 80631
Ralph
Nix
Produce
do Jerry Nix
13505 County Road
19
Ditch
Lateral
Platteville,
Colorado 80651
St.
grain Sanitation Dist.
ATTN:
Right -of -Way
Dept.
Location
within SVSD
District
Area
Varra Companies, Inc.
OMLR 112 Permit Application
Parcel 122 — Resource Development Project 1 July 2015 — Revised 25 August 2015
3
Exhibit C — Pre -Mining & Mining Plan Map
436 Coffman
Longmont,
St., Ste. 200
CO 80501
Town of
ATTN:
PD. Box
Firestone,
Right
100
Colorado
-of -Way Dept.
80520
City
Limit
adjacent
to permit
boundary
Firestone
Oil
& Gas (USA), Inc.
ATTN:
10188
Right
East I-25
Colorado
-of
-Way
Dept.
80504
Road
Buried
Tank
Ancillary
oil
Battery
structures
& gas
lines
and Well locations
EnCana
120933200051
120933000041
Frontage
—
—
Firestone,
Generation
Association,
&
Inc.
ATTN:
P.O.
Denver,
Box
Right
33695
Colorado
-of -Way Dept.
80234
Precautionary
structures (associated
Notification
with
—
no
known
or identifiable
Power)
Tri-State
United
Transmission
Central
District
Weld County Water
ATTN:
2235
Greeley,
Right
Second
Colorado
-of -Way Dept.
Avenue
80631
Buried
Water
Line
Anadarko
Petroleum
Corporation
ATTN:
1099
Denver,
Right
18th St.,
Colorado
-of
Ste.
-Way
1800
80202
Dept.
Refer
& gas
to
lines
Kerr-McGee
(Parent
Company)
Buried oil
Northern
District
Colorado
Conservancy
ATTN:
220 Water
Berthoud,
Right -of -Way Dept.
Ave.
Colorado 80513
Location
Within
NCCD
District
Area.
Associated
Natural
Gas, Inc.
ATTN:
3 009
Greeley,
49th
Right -of -Way Dept.
Ave.
Colorado 80634
Precautionary
structures
Notification
—
no known or identifiable
Varra Companies, Inc. OMLR 112 Permit Application
Parcel 122 — Resource Development Project 1 July 2015 — Revised 25 August 2015
4
PHOTO LOG
BEARSON PREBLE'S SURVEY
JULY 12, 2012
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4
As
h.
9 _
t'
ps I.,t -t
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, 1 r pt
7, c
fY e ii.
t
1.
Photo 3 - View of narrow band of willow and cottonwood patches on east side of Wetland 1.
Photo 4 - View of Wetland 2 looking east.
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Exhibit M — Other Permits & Licenses
6.4.13 EXHIBIT M - Other Permits and Licenses
A statement identifying which of the following permits, licenses and approvals the
Operator/Applicant holds or will be seeking in order to conduct the proposed mining and
reclamation operations: effluent discharge permits, air quality emissions permits,
radioactive source material licenses, the State Historic Preservation Office clearance,
disposal of dredge and fill material (404) permits, permit to construct a dam, well
permits, explosives permits, highway access permits, U.S. Forest Service permits,
Bureau of Land Management permits, county zoning and land use permits, and city
zoning and land use permits.
• Colorado Department of Health Storm Water Permit COG -500000
Certification #501584
• Colorado Department of Health Emission Permit Pending Operations
Concrete Batch Plant.
• Colorado Department of Health Emission Permit Pending Operations
Portable Equipment — Dry Plant
• Colorado Department of Health Emission Permit Pending Operations
Wet Plant
• Colorado Department of Health Emission Permit Permit # 14WE1413F
Fugitive Dust — Mining Operations and related activities.
• Weld County Special Use Permit Pending
• Colorado Division of Water Resources Well Permit Pending
• State Historic Preservation Office clearance Pending
• U.S. Department of the Army Corps of Engineers Cleared — Refer to
Correspondence of 17 April 2015
• Planned operations will not utilize or encounter materials, sources, or
authorities over related lands and do not require permits for the following:
radioactive source materials, construction of a dam, explosives, highway
access, U.S. Forest Service, Bureau of Land Management, city zoning or
land use.
• Note: Any necessary permits for other planned or potential activities,
including asphalt batch plants, recycling facilities and operations, etc., will
be acquired prior to on -set of such plants, facilities or operations. All future
permits will be submitted to the Division to update this list as necessary.
Varra Companies, Inc.
OMLR 112 Permit Application 1
Parcel 122 — Resource Development Project 1 July 2015
Exhibit E - Table E-2: Optional/Default Revegetation Seed Mixture and Costs:
Iecies
Scientific Name
S
ecies
Common
Name
1
Variet
% Mix
#
•ls/Acre
Sheep
fescue
Covar
25
0.6
Festuca ovina
Bouteloua
gracilis c i l
i s
Blue grarna
Lovington
20
0.4
Poa pratensis
Kentucky bluegrass
Livingston
15
0.1
Schizachyrium scoparium
Little bluestem
Pastura
15
1.0
Elytrigia
elongate
Tall wheatgrass
Alkar
10
2.2
Andropogon gerardi
Big bluestem
Kaw
05
0.7
Bouteloua curtipendula
Sideoats grarna
Vaughn
05
0.5
Bromus inermis
Smooth brome
Manchar
02
0.1
Sporobolus airoides
Alkali sacaton
01
0.01
Sporobolus
cryptandrus
Sand dropseed
01
0.01
Trifolium
repens
Strawberry clover
O' Conner
01
0.1
Regreen TM
WheatXWheatgrass
10
TOTAL
Acre =
per
Rates shown are based upon drilled rates. Where broadcasting is necessary or preferred,
rates will double.Note: (*) = Trace. Some houses will not mix less than 0.1 ft. Since
species availability may vary, the operator may substitute species of similar utility or
from an adjusted mixture of species and rates from the Preferred or Optional Mixes, in
part or whole. The species described are therefore subject to change without revision to
the permit. Regreen is a substitute for the use of mulch, providing live stabilization that
will die out within three years as the native grasses begin to express themselves. The
overall mixture is intended to provide ample genetic potential over highly variable soils
with a reasoned mix of height, form, color, function (bunch and sod forming), and season
(cool and warm season).
Varra Companies, Inc. OMLR 112 Permit Application
Parcel 122 — Resource Development Project 1 July 2015
Exhibit P — Municipalities Within Two Miles
6.4.16 EXHIBIT P - Municipalities Within Two Miles
A list of any municipality(s) within two miles of the proposed mining operation and
address of the general office of each municipality.
Town of Firestone
151 Grant Avenue
Firestone, Colorado 80520
Town of Mead
Mead Town Hall
441 Third Street
P.O. Box 626
Mead, Colorado 80542
Varra Companies, Inc. OMLR 112 Permit Application 1
Parcel 122 — Resource Development Project 1 July 2015
Exhibit D- Mining Plan
6.4.4 EXHIBIT D - Mining Plan
The mining plan shall supply the following information, correlated with the affected
lands, map(s) and timetables:
(a) description of the method(s) of mining to be employed in each stage of the
operation as related to any surface disturbance on affected lands;
(b) earthmoving;
(c) all water diversions and impoundments; and
(d) the size of area(s) to be worked at any one time.
(e) An approximate timetable to describe the mining operation. The timetable is for
the purpose of establishing the relationship between mining and reclamation
during the different phases of a mining operation. An Operator/Applicant shall
not be required to meet specific dates for initiation, or completion of mining in a
phase as may be identified in the timetable. This does not exempt an
Operator/Applicant from complying with the performance standards of Section
3.1. If the operation is intended to be an intermittent operation as defined in
Section 34-32.5-103(11)(b), C.R.S., the Applicant should include in this exhibit a
statement that conforms to the provisions of Section 34-32.5-103(11)(b), C.R.S.
Such timetable should include:
(i) an estimate of the periods of time which will be required for the various
stages or phases of the operation;
(ii) a description of the size and location of each area to be worked during
each phase; and
(iii) outlining the sequence in which each stage or phase of the operation will
be carried out. (Timetables need not be separate and distinct from the
mining plan, but may be incorporated therein.)
(f) A map (in Exhibit C - Pre -Mining and Mining Plan Maps(s) of Affected Lands,
Subsection 6.4.3) may be used along with a narrative to present the following
information:
(i) nature, depth and thickness of the deposit to be mined and the thickness
and type of overburden to be removed (may be marked
"CONFIDENTIAL," pursuant to Paragraph 1.3(3)); and
(ii) nature of the stratum immediately beneath the material to be mined in
sedimentary deposits.
(g) Identify the primary and secondary commodities to be minedfextracted and
describe the intended use; and
(h) name and describe the intended use of all expected incidental products to be
mined/extracted by the proposed operation.
(i) Specify if explosives will be used in conjunction with the mining (or reclamation).
In consultation with the Office, the Applicant must demonstrate pursuant to
Subsection 6.5(4), Geotechnical Stability Exhibit, that offsite areas will not be
adversely affected by blasting.
Note: For additional information on features and areas described, please refer to
Exhibit C-1: Existing Conditions Map and C-2: Extraction Map.
Varra Companies, Inc.
OisilLR 112 Permit Application 1
Parcel 122 — Resource Development Project 20 April 2017
Exhibit D- Mining Plan
This is a plan of extraction of a valuable mineral resource for the processing,
stockpiling, and sale of essential construction materials to serve the needs of the
areas urban and rural economic matrix and correlated infrastructure. The effects
will to return the affected lands to developed water resources.
From the approved Colorado Office of Mined Land Reclamation (OMLR) permit,
Exhibit D - Extraction Plan (Note: Acreages referenced herein have been updated
based upon subsequent OMLR approved Review):
The 156.78± Acre permit boundary contains two areas of planned extraction
bounded by extraction limits and identified as Tract A — West Basin and Tract B East Basin. Each area of planned extraction includes the following;
50.36± Acres of Planned Extraction — Tract A — 05-15± years.
46.13± Acres of Planned Extraction — Tract B — 10-30± years.
96.49± Acres of Planned Extraction — TOTAL
Of the remaining 60.29± acres of the permit boundary, 26.29± acres comprise
existing and permanent access roads, irrigation laterals, operational
support/mineral reserve areas, and setbacks or areas of pre-existing, minor, to no
disturbance. The remainder includes a 10.00± acre Mineral Reserve Area (1)
between Tracts A and B, and an additional 24.00± acre Mineral Reserve Area (2)
to its south.
Extraction will not occur within the Mineral Reserve Areas until and unless
identified, detailed, and approval under a separate technical revision to the OMLR
permit. Until that time the Mineral Reserve Areas will be used to support both wet
and dry plant operations and stockpiling of processed materials. An existing basin
(created by previous agricultural activity) within the 10.00± acre Mineral Reserve
Area (1) will be utilized as a wash pond to support all on -site plant/processing
activities.
A portable scalehouse/office may also be located in the Mineral Reserve Areas.
The actual location, extent, and facilities will be detailed and identified by location
an extent in a later technical revision to the original approved permit. No on -site
storage of fuels is planned as portable fuel (trucks) will service all heavy and
correlated operational equipment. An electrical line serving operations is not
shown on included maps as it is established by the operator, temporary, and subject
to relocation in cooperation with United Power Company. All other power and
related overhead or buried lines are outside of the influence of extraction activity,
Varra Companies, Inc. OisilLR 112 Permit Application 2
Parcel 122 — Resource Development Project 20 April 2017
Exhibit D- Mining Plan
or will otherwise be relocated in cooperation with their owners or other responsible
parties where they conflict within the interior of planned extraction. Buried oil and
gas lines are estimated, and extraction and offset of operations are approximate and
will be determined in the field in cooperation with the Utility Notification Center
of Colorado.
It should be noted that a homestead and yard with outbuildings occupies 1.50±
acres and acts to divide the north central permit boundary. The access road leading
to the homestead has an active easement for operations which will be used as
secondary access for light vehicles and equipment. Immediately south of the
residential yard, existing facilities prevent the area from being used other than as a
storage or parking area for vehicles, equipment (including heavy equipment),
supplies, or other operational support purposes. This location is fully disturbed by
prior agricultural and landowner purposes. This may also include the placement or
construction of storage structures and materials.
The primary access for heavy equipment, service vehicles, haul trucks and related
traffic is located along an established access road that traverses the east line of the
permit boundary. Both access roads intersect Weld County Road 28 that flanks the
northern extent of the permit boundary. A grader and water truck maintain access
within the permit area as necessary throughout operations.
The aggregate deposit varies in composition, depth and extent. Generally, depths
are shallower toward the southeast, trending deeper toward the northwest, and are
consistent with the gradient flow of groundwater which appears to be at stasis near
elevation 4795 feet. Tract B (East Basin) falls from 15-45+ feet and Tract A (West
Basin) from 35-60+ feet from the surface to the underlying unconsolidated bottom.
Unconsolidated suitably derived on -site material may be used for diverse purposes,
including commercial products, or the re -grading of the extracted basin. These
same materials may also be used to line the completed basins (refer to Exhibit G Water Resources, Part 6 for details on how completed basins will be lined, if
lined). Whether lined or unlined, the basins form the primary end use as developed
water resource, and will be utilized accordingly.
To facilitate dry extraction of overburden and aggregate, groundwater will be
discharged from the areas of active extraction at one or more of the three
designated discharge locations identified on Exhibit C-2: Extraction Plan Map.
Discharge of waters will be conducted under an approved Colorado Dept. of
Health discharge permit, as indicated under Exhibit M — Other Permits.
Varra Companies, Inc. OisilLR 112 Permit Application 3
Parcel 122 — Resource Development Project 20 April 2017
Exhibit D- Mining Plan
The FEMA designated flood plain was severed in 1911 with the construction of the
Union Pacific railroad bed located approximately 1 mile to the west. While found
within and along the terminus of the upper terrace of the historic floodplain of St.
Vrain Creek, operations will not impact the active FEMA designated floodplain.
The general direction of extraction activities over the Tracts is from north to south,
as shown on Exhibit C-2 — Extraction Plan Map. No extraction will occur within
125 feet of a residential structure, or ten feet of any other structure, property
boundary, right-of-way, or easement without written agreement with the owner of
said structure. These setbacks supersede any representation of the extraction limits
shown on Exhibit C-2: Extraction Plan Map.
Extraction activities will be limited to within 25.0± feet of well heads and
facilities, and those same wellheads will be backfilled to create a 100± foot radius
around the well head for future oil and gas activities at that well head. The fill
around well heads will occur concurrently with extraction around the well head
and facilities, to the extent practical. At all times, safety will take precedent and
over -ride as necessary any element of the permit to assure protection of life and
property and compliance with federal safety regulations (MSHA). Changes
resulting from a safety consideration that require a modification of the approved
permit will be made after the fact respective of amendment or technical revision
provisions of the Office of Mined Land Reclamation (OMLR).
Initially, heavy equipment (typically, scrapers, dozers, or excavators operating
alone or in combination) will extract soil, placing it along the basin perimeter in
the construction of up to a five (5.0+) foot high visual berm. The berm may vary
in height and width. Outslopes of the berm will be 3H:1V or flatter to aid
establishment of grasses and utilizing the approved seed mixture. Where necessary
to aid in access along the perimeter of the pit or completed reservoir, the berms
may be increased in width to better facilitate the access of vehicles or heavy
equipment. The height and width of the berm will be field fit at the time of
placement and will not go beyond permit limits. While the berm width will vary,
they will fit within the ten (10.00 foot buffer between the permit boundary and
any planned extraction; and where wider, will extend into the basin area
conforming to 3H:1 V minimum outslopes. To the extent possible, the height of
berms will near five (5.0+) feet along the perimeter where a residential structure is
within 125.0 feet from active extraction operations. Soils volumes extracted in
excess of that needed for reclamation may be temporarily stockpiled as part of the
berms, elsewhere on -site, or conveyed to nearby Kurtz or Heintzelman Projects,
Varra Companies, Inc. OisilLR 112 Permit Application 4
Parcel 122 — Resource Development Project 20 April 2017
Exhibit D- Mining Plan
until sold as product. It should be understood that there is no `overburden' at this
location, as all materials are viable product or useful component to the reclamation
of affected lands and establishment of the desired end uses.
Subsequent to soil salvage, extraction of aggregate will commence. Extraction
utilizes, but is not limited to, diverse heavy equipment; including, scrapers,
excavators, dozers, backhoes, and related heavy equipment. The raw material will
be transported by heavy equipment or haul trucks to on -site plant facilities.
Any method that accelerates the operation timetable will be utilized, depending
upon market conditions and the capacities of the operator. To this end, an existing
conveyor system is established in the northeast corner of Tract A. Extracted
resource may be conveyed to or from other Varra Companies, Inc. off -site plant
facilities. One conveyor system and route is already established on the northwest
corner of the permit area and will convey materials to or from the Kurtz operation
to the North. A second conveyor route may be established (subsequent to an
approved OMLR technical revision) along the west permit boundary to facilitate
movement of materials to and from the adjacent Heintzelman operation. Processed
and unprocessed or otherwise Colorado Department of Health compliant inert
materials may originate from different sources and locations for import and
utilization for our on -site processing, commercial, or reclamation interests; either
as product in its unaltered state, or as otherwise processed, recycled, or repurposed
from on -site processing and operations. All inert materials may arrive via
conveyor or overland haulage.
While initial operations will commence on the north boundary of Tract A, both
Tracts A and B may be extracted concurrently. All extraction will proceed in a
manner to minimize visual and audible impacts to adjacent lands and properties.
In Tracts A or B, extraction will commence to facilitate removal of material from a
nearby residence and County Road 28 to better distance those locations from
operations over time; and to gain time to vacate or relocate any utilities, oil and gas
lines, or other structures from the interior of the tracts as needed, and in
cooperation with the owners or other responsible parties.
Extraction activities will remove aggregate to a weighted average depth of 39.0±
feet from the surface. Anomalous depths greater than 50.0± feet may occur.
Temporary basin perimeter slopes created by extraction will conform to the
geotechnical analysis of Exhibit S. All final basin (reservoir) slopes will be
Varra Companies, Inc. OisilLR 112 Permit Application 5
Parcel 122 — Resource Development Project 20 April 2017
Exhibit D- Mining Plan
established concurrently with extraction and will conform to Rule 3.1.5(7), as
detailed under Exhibit E — Reclamation Plan.
Initially a 1600 foot extraction front will advance along its east -west orientation
from the northern extraction limit toward the southern permit boundary. The
advancing front will be comprised of side slopes of nearly 400 linear feet along
each side of an 800 foot 1.25H:1 V advancing wall. Concurrent reclamation will
trail this front by approximately 400 foot increments. This front is approximate for
all active Tracts. As the basin floor and perimeter boundary is reached, final
grading may commence once a minimum area of approximately four acres (or a
distance of 400 linear feet square) is attained. Finished slopes will be established
along the basin perimeter utilizing fill material taken from the basin bottom. If
Tract B opens concurrently at some point in time with Tract A, as per Exhibit L
Warranty Costs, additional warranty may be applied to include the second
advancing extraction front.
Soils encountered during extraction will vary over the location in depth and extent.
Actual soil variations, depths and descriptions, including potential volumes to be
extracted, are detailed in Exhibit I & J: Soils and Vegetation Information, and are
shown on Exhibit I & J: Soil and Vegetation Map. The soil volumes essential for
reclamation of affected lands remaining above the anticipated static water level
(4795'± elevation) of the completed basins will be salvaged and stockpiled from a
portion of the upper six inches of the native soil profile (the `topsoil'). The
remaining soils found within the solum or generated by plant processing activities,
and in excess of that required for reclamation of affected lands, will be utilized for
sale to help satisfy the infrastructure and development demands of the surrounding
community.
As indicated in Exhibit E — Reclamation Plan; of the 96.49± acres of potential
extraction, the resulting basins will function as reservoirs with a water surface
covering 89.37± acres. This leaves a balance of 7.12± acres (4.06± acres West
Basin & 3.06± acres East Basin) of affected land within the extracted basins above
the anticipated static water level. When combined with 34.00± acres of Mineral
Reserve Areas used for support operations, a potential 41.12± acres may require
resoiling and revegetation over the life of the operation.
Initial resoiling and revegetation burdens are actually far less, since full build out
takes up to 30-35 years to complete. Tract A (West Basin) at full build out has
4.30± acres of affected land within the extracted basin and above the anticipated
Varra Companies, Inc. OisiELR 112 Permit Application 6
Parcel 122 — Resource Development Project 20 April 2017
Exhibit D- Mining Plan
static water level at the completion of operations. Since the 24,00± acres Mineral
Reserve Area (2) will not be affected until and unless the 10.00± acres Mineral
Reserve Area (1) becomes crowded or extracted. The initial area requiring
recoiling and revegetation for the full build out of Tract A and disturbance to the
10.00± acres Mineral Reserve Area (1) is 14.30± acres, and is provided for under
Exhibit L — Reclamation Costs.
The primary end use for the extracted basins is developed water resources,
however, the balance of lands remaining above the anticipated static water
elevation of the basins, and not otherwise occupied, will be later developed to the
highest possible end -use. End use may vary over the reclaimed lands and will
comprise a variety of mixed uses. Mixed use may include other agricultural uses;
as well as light residential, commercial, or industrial uses.
While the on -set of reclamation is concurrent with extraction, the completion of
reclamation may lag up to five (5.0±) years behind the onset of reclamation
activities. Complete extraction of the permit area is expected to take
approximately 25-30 years, depending upon market conditions, with an additional
5 years following completion of all extraction activities for ultimate completion of
concurrent reclamation activities, placing the completion of all activities near
2045-2050, depending upon the date of start-up.
Varra Companies, Inc. OMLR 112 Permit Application 7
Parcel 122 — Resource Development Project 20 April 2017
Exhibit N — Source of Legal Right to Enter
6.4.14 EXHIBIT N ® Source of Legal Right to Enter
The source of the Operator's/Applicant's legal right to enter and initiate a mining
operation on the affected land. (Same requirements as Rule 6.3.7).
As landowner(s) to all lands to be permitted for extractionunder a Colorado
Division of Reclamation Mining and Safety (RMS) permit, our signatures below
testify that Varra Companies, Inc. is authorized, under a legally executed Deed, to
act as Operator over said lands, and has the legal right to enter and mine under the
terms of the lease with respect to all lands under this permit.
Signed:
Christopher L Varra, President
Varra Companies, Inc.
rl
Signed and dated this ---
State of
Co C
day of `J Ll. lc '1/4-;\ 2os
)ss
County of LA,}
The foregoing instrument was acknowledged before me this 2 7 day of
�
by Ck;rs\1er L. Vrro
of VaYrictCo'.. pan (es sti/Lc.
JESSICA HOOVER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20044035571
My Commission Expires Oct 4, 2016
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as
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My Commission expires:
Varra Companies, Inc. OMLR 112 Permit Application 1
Parcel 122 — Resource Development Project 1 July 2015
Exhibit A — Legal Description
6.4.1 EXHIBIT A - Legal Description
(1) The legal description must identify the affected land, specify affected areas and be
adequate to field locate the property. Description shall be by (a), township, range, and
section, to at least the nearest quarter -quarter section and (b), location of the main
entrance to the site reported as latitude and longitude, or the Universal Transverse
Mercator (UTM) Grid as determined from a USGS topographic map. A metes and
bounds survey description is acceptable in lieu of township, range, and section. Where
available, the street address or lot number(s) shall be given. This information may be
available from the County Assessor's office or U.S. Geological Survey (USGS) maps.
The property boundary comprises 156.78 acres. As located near its center at
approximately the Southeast Corner of the NW/4NW/4; Sec. 33; T3N; R67W; 6th
P.M.; Weld County, Colorado the permit boundary more specifically covers the
near full quarter section of the NW/4; Sec. 33; T3N; R67W; 6th P.M.; Weld
County, Colorado; and more fully by quarter -quarter section description includes
the NWI4NW/4 and the NE/4NW/4 and the SE/4NW/4 and the SW/4NW/4 of
Section 33; Township 3 North; Range 67 West; 6`" P.M.; Weld County, Colorado.
The legal description for the property boundary and permit area is further detailed
on the included maps, including Exhibit C-1: Existing Conditions Map; and
Exhibit C-2: Extraction Plan Map; in conformance with Rule 6.4. All lands within
the designated Permit Boundary are to be considered Affected Lands. The
Extraction Limits designating the maximum reach of extraction, which may be less
but not more than the Extraction Limits shown on Exhibit C-1: Existing Conditions
Map; and Exhibit C-2: Extraction Plan Map. Existing residential property is
excluded from the permit boundary, as shown. Additional information on Affected
Lands may be found under Exhibit D - Extraction Plan and Exhibit E Reclamation Plan.
(2) The main entrance to the mine site shall be located based on a USGS topographic
map showing latitude and longitude or Universal Transverse Mercator (UTM). The
operator will need to specify coordinates of latitude and longitude in degrees, minutes
and seconds or in decimal degrees to an accuracy of at least five (5) decimal places
(e.g., latitude 37.12345 N, longitude 104.45678 W). For UTM, the operator will need to
specify North American Datum (NAD) 1927, NAD 1983, or WGS 84, and the applicable
zone, measured in meters.
The main entrance is identified as `Proposed Access': (latitude 40.18956 North,
-104.89517 East) as shown near the Northeast corner of the permit/property
boundary.
Varra Companies, Inc.
°MLR 112 Permit Application 1
Parcel 122 — Resource Development Project 1 July 2015 -- Revised 25 August 2015
Exhibit S — Geotechnical Stability
6.4.19 EXHIBIT S - Permanent Man-made Structures
Where the mining operation will adversely affect the stability of any significant, valuable
and permanent man-made structure located within two hundred (200) feet of the
affected land, the applicant may either:
(a) provide a notarized agreement between the applicant and the person(s) having
an interest in the structure, that the applicant is to provide compensation for any
damage to the structure; or
(b) where such an agreement cannot be reached, the applicant shall provide an
appropriate engineering evaluation that demonstrates that such structure shall
not be damaged by activities occurring at the mining operation; or.
(c) where such structure is a utility, the Applicant may supply a notarized letter, on
utility letterhead, from the owner(s) of the utility that the mining and reclamation
activities, as proposed, will have "no negative effect" on their utility.
6.5 GEOTECHNICAL STABILITY EXHIBIT
1) on a site -specific basis, an Applicant shall be required to provide a geotechnical
evaluation of all geologic hazards that have the potential to affect any proposed
impoundment, slope, embankment, highwall, or waste pile within the affected
area. The Applicant may also be required to provide a geotechnical evaluation
of all geologic hazards, within or in the vicinity of the affected lands, that may be
de -stabilized or exacerbated by mining or reclamation activities.
(2) on a site -specific basis, an Applicant shall be required to provide engineering
stability analyses for proposed final reclaimed slopes, highwalls, waste piles and
embankments. An Applicant may also be required to provide engineering stability
analyses for certain slopes configuration as they will occur during operations,
including, but not limited to embankments. Information for slope stability
analyses may include, but would not be limited to, slope angles and
configurations, compaction and density, physical characteristics of earthen
materials, pore pressure information, slope height, post -placement use of site,
and information on structures or facilities that could be adversely affected by
slope failure.
(3) Where there is the potential for off -site impacts due to failure of any geologic
structure or constructed earthen facility, which may be caused by mining or
reclamation activities, the Applicant shall demonstrate through appropriate
geotechnical and stability analyses that off -site areas will be protected with
appropriate factors of safety incorporated into the analysis. The minimum
acceptable safety factors will be subject to approval by the office, on a case by -
case basis, depending upon the degree of certainty of soil or rock strength
determinations utilized in the stability analysis, depending upon the
consequences associated with a potential failure, and depending upon the
potential for seismic activity at each site.
Varra Companies, Inc. °MLR 112 Permit Application 1
Parcel 122 — Resource Development Project 1 July 2015
Exhibit S — Geotechnical Sta.ility
(4) At sites where blasting is part of the proposed mining or reclamation plan, the
Applicant shall demonstrate through appropriate blasting, vibration, geotechnical,
and structural engineering analyses, that off -site areas will not be adversely
affected by blasting.
To assure the stability of any significant, valuable, and permanent man-made
structures that may exist within 200± feet of planned extraction activities; a
complete stability analysis performed by AWES, Ft. Collins, Colorado, follows.
The report verifies that the maximum planned extraction slopes of 1.25H:1V
along the extraction limit will not pose a hazard to those structures with the
following caveat:
Extraction will limit slopes along the extraction limits to be cut to 1.25F1:111 from
the surface to a depth of 20 feet, and thereafter 3H:1V at a a depth of 39 feet.
Where extracted depths are deeper than 39 feet, as long as 3H:1V slopes are
maintained from the extracted floor to a height of 20 feet, slopes above the 20
foot height of those 3H:1V slopes may be 1.25H:1V from that point to the
surface, or where otherwise consistent with correlated percentage determined in
the included AWES Stability Analysis report of 27 July 2015. If additional
information and analyses indicate that uniform 1. H :1 V slopes regardless of
depth will not pose a hazard to structures 10± feet or greater from the extraction
limits boundary, a correlated Technical Revision will be submitted for review and
approval in advance prior to effecting such slopes.
To the extent practical, operations will remain 125.0± feet or greater from
residential structures, not otherwise owned or controlled by the operator, or
otherwise accommodated by the landowner by separate written agreement with
the owner of the residential structure. Nfxtraction will maintain a minimum 10±
foot separation from any right-of-way, easement or structure, unless otherwise
provided for by separate written agreement with the owner(s) of said right-of-
way, easement, or structure.
Concurrent grading and reclamation of completed areas of extraction will reduce
extracted slopes to a minimum of 3H:1V, or flatter, over a majority of the
extraction area, in conformance with Rule 3.1.5(7), unless otherwise provided
for. Further, all extraction limit lines drawn closer than Ha feet of a structure,
easement, or right-of-way are for purposes of representing the maximum
possible reach if by agreement; otherwise, the written separation from all right-
of-ways, easements, and structures is limited as to the extraction limits
boundary described by this text and not the shown graphical line.
Varra Companies, Inc.
OMLR 112 Permit Application 2
Parcel 122 - Resource Development Project 1 July 2015
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Adam Misztal/R6/FIB S/DO1
4
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AlhafikAtatisatilak,
09/18/2012 12:25 PM
To rbeenne eroresaurces.corn
cc
bcc Adam ruti ztal/RS/F S/COI
Subject Bearson and Couison Properties
This responds to your email of 9/6/12 requesting site disqualification under the authority
conferred to the U.S. Fish & Wildlife Service (Service) by the Endangered Species Act of 1973
(ESA), as amended (i6 U.S.C. 1531 el seq,) The Service has reviewed the habitat assessments
of the above properties. Based on the information provided, the Service agrees that no listed
species are likely to be present within the subject areas. Thus these sites are disqualified for
consideration under provision of the ESA.
Please note that this clearance is valid for one year from today. Should additional information
regarding listed or proposed species become available, this determination may be reconsidered
under the ESA. If the proposed project has not commenced within on year, please contact the
Colorado Field Office to request a clearance extension.
Adam Misztal
Fish and Wildlife Biologist
U F S, ES, Colorado Field Office
P. O. Box 25486, DFC (MS 65412)
Denver, CO 80225-0486
303-236-4753; Fax 303-236-4005
(134 Union Blvd., Suite 670)
(Lakewood, CO)
Exhibit G — Water Information
6.4.7 EXHIBIT G - Water Information
(1) If the operation is not expected to directly affect surface or groundwater systems,
a statement of that expectation shall be submitted.
(2) If the operation is expected to directly affect surface or groundwater systems, the
Operator/Applicant shall:
(a) Locate on the map (in Exhibit C) tributary water courses, wells, springs,
stock water ponds, reservoirs, and ditches on the affected land and on
adjacent lands where such structures may be affected by the proposed
mining operations;
(b) Identify all known aquifers; and
(c) Submit a brief statement or plan showing how water from de -watering
operations or from runoff from disturbed areas, piled material and
operating surfaces will be managed to protect against pollution of either
surface or groundwater (and, where applicable, control pollution in a
manner that is consistent with water quality discharge permits), both
during and after the operation.
(3) The Operator/Applicant shall provide an estimate of the project water
requirements including flow rates and annual volumes for the development,
mining and reclamation phases of the project.
(4) The Operator/Applicant shall indicate the projected amount from each of the
sources of water to supply the project water requirements for the mining
operation and reclamation.
(5) The Operator/Applicant shall affirmatively state that the Operator/Applicant has
acquired (or has applied for) a National Pollutant Discharge Elimination System
(NPDES) permit from the Water Quality Control Division at the Colorado
Department of Health, if necessary.
(1) Operations will directly affect surface and groundwater systems, as detailed under
Exhibit D Extraction Plan, and below.
(a) Please refer to Exhibit C-1: Existing Conditions Map.
(b) The known aquifers under the site are the stream alluvium and the Laramie Fox
Hills aquifer.
(c) Please Refer to the AWES Dewatering & Basin Liner Report of 27 July 2015.
Discharge water will be dissipated with hard surface riprap or established grassed
waterways. Other waters are retained by internal pit drainage, directed by vegetated
berms or established waterways or through the maintenance or establishment of a
stabilizing cover of vegetation.
The three components of the project water requirements are water removed with the
product, dust control, and evaporation from exposed ground water. Dust will be
controlled using truck sprinklers, and the estimated frequency is one load per day. At
3,000 gallons of truck capacity, the annual demand is 3.36 acre-feet. After the water table
is encountered, the water removed with the estimated 800,000 tons of product is 23.55
acre-feet per year. The estimated net evaporation is 2.76 feet per year. At the maximum
potentially exposed ground water of 96 acres, the annual evaporation is 263 acre-feet.
Varra Companies, Inc. OMLR 112 Permit Application 1
Parcel 122 — Resource Development Project 1 July 2015
Exhibit G — Water Information
The monthly distribution of these estimates is shown in the following table. The
reclamation plan provides that the pits will be lined after being mined. The lined pits will
not require replacement water and will be used for storage. There may be incidental
demand for water to establish vegetation on the site after lining is completed. However,
the ultimate demand for water will be zero. Dewatering will pump the ground water into
the seepage ditch at an estimated rate of 7.2 million gallons per day.
MONTH
PRODUCT
DUST
NET EVAP
USE
CONTROL
Tons
af
Trucks
af
ac
af
af
November
40,000
1.18
30
0.28
96
10.80
11.23
December
40,000
1.18
31
0.29
96
8.40
2.39
January
40,000
1.18
31
0.29
96
9.60
2.39
36,000
1.06
28
0.26
96
12.00
1.49
February
March
40,000
1.18
31
0.29
96
15.60
13.30
April
80,000
2.35
30
0.28
96
25.20
21.62
May
85,000
2.50
31
0.29
96
34.80
30.29
June
92,000
2.71
30
0.28
96
50.40
43.19
July
93,000
2.74
31
0.29
96
56.40
48.56
August
90,000
2.65
31
0.29
96
48.00
41.34
September
85,000
2.50
30
0.28
96
33.60
28.76
October
79,000
2.33
31
0.29
96
24.00
22.05
Apr
Oct
604,00017.78
214
1.97
272.40
235.81
I
800,00023.55
365
3.36
328.80
266.60
TOTAL
(4) Water will be supplied by five sources: shares of the Last Chance and Rural Ditch
Companies, credits from the Hayseed Ditch, and junior storage water rights. Use of this
water has been approved in Substitute Water Supply Plans. VCI owns five shares of Last
Chance Ditch Company and four shares of Rural Ditch Company. The change of the
Hayseed Ditch credits was approved in Case No. 90CW 174. The change of the Rural
Ditch water was decreed in Case No. 03CW306. The junior storage and associated water
rights were decreed in Case No. 01 CW274. From April through October, water use at the
site will be replaced to the stream system using the historical consumptive use credits
from the three historical sources and from the junior water. The monthly distribution of
the historical consumptive use credits is shown in the following table:
HISTORICAL CONSUMPTIVE USE
All Values in Acre -Feet
APR
MAY
AUG
OCT
ANN
JUN
JUL
SEP
Rural
5.4
23.3
54.1
84.3
61.8
27.1
9.5
265.5
Last Chance
16.0
82.5
179.0
245.5
199.0
106.5
50.5
879.0
Hayseed
6.9
11.5
20.1
32.7
27.6
14.7
9.2
122.7
TOTAL 28.3 117.3
253.2 362.5 288.4
148.3
69.2 1267.2
Varra Companies, Inc.
Parcel 122 — Resource Development Project
OMLR 112 Permit Application
1 July 2015
2
Exhibit G — Water Information
Water in excess of this mine's and other VCI obligations will be stored and used to
replace the water use from November through March. The storage sites are lined pits
described in Case No. 01CW274 decree. Water available under this storage decree will
also be stored and used for VCI operations. The storage facilities are listed in the
following table. Those currently lined and approved by the state are 112, Von Ohlen,
Dakolios East and Dakolios West.
VCI STORAGE FACILITIES (All Values in Acre -Feet)
Reservoir
Active Capacity, a -f
Dead Storage, a -f
112
2,000
0
Dakolios
1,900
0
Von Ohlen
1,300
0
Kurtz
4,000
0
(5) The Colorado Department of Health has issued Certification for a Colorado Wastewater
Discharge Permit System Permit No. COG500000 Facility Number COG -501584.
(6) The application provides for the lining of the extracted basins (please refer to the AWES
Dewatering Evaluation Report of 27 July 2015). Lining will invoke the utilization of
suitably derived on -site materials to meet final 3H: IV slopes. Subsequently, the same
materials may be compacted to satisfy standards for lined basins as established and
governed by the Colorado Department of Water Resources Office of the State Engineer.
Once operations near completion of any lined basin, the OSE will be contacted and the
lined basins will be approved by the OSE prior to use. The OSE approval letter will be
provided to the OMLR as a condition of the permit as evidence that the lined basin has
met the specifications necessary to pass a liner test as part of the OSE approval process.
Consistent with conclusion in the AWES Report, lining of the completed basins will have
'will have a de minimis effect on groundwater hydrology.' The report continues, adding
that, `Predicted post lining head levels immediately up and downgradient of the barrier
walls are within the range of normal seasonal water table elevation changes.'
NOTE: Information showing baseline piezometer well readings and respective locations
immediately follow this page...
Varra Companies, Inc. OMLR 112 Permit Application 3
Parcel 122 — Resource Development Project 1 July 2015
Hayley Balzano
From:
Sent:
To:
Cc:
Subject:
Hi Hayley.
Special Projects VCI <bljforester@msn.com>
Friday, July 21, 2017 3:28 PM
Haley Balzano
Brad Jones; Garrett Varra; Kim Ogle
Re: 7 -day for Varra Mine -- P RE17-008 S
This message is to affirm that Varra Companies, Inc. asserts Exception 1.a.6 for gravel operations as
stormwater will drain into the areas of extraction.
I trust this fully addresses your concerns for on -site drainage under the USR for our Parcel 122.
Thank -you for your kind assistance,
Varra Companies, Inc.
Office of Special Projects
Bradford Janes, Forester
Liaison - Interdisciplinary Affairs
desk: 970-353-8310
From: Haley Balzano chbaizano@co.weld.co.us>
Sent: Friday, July 21, 2017 11:49 AM
To: Specia l Projects VCI
Cc: Bt. Janes; Garrett Varra; Kim Ogle
Subject: RE: 7 -day for Varra Mine -- PRE17-0085
Hello, I just need you to state that you are meeting exception 11a.6 for gravel pits if stormwater drains into the pit.
That's all I am missing.
Thank you
Hayley Balzano
Engineer
Planning Department
1555 N 17th Ave
Greeley, CO 80631
phone: (970) 400-3552
fax: (970) 304-6498
1
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
From: SpecialProjects VCl [mailto:bljforestermsn.com]
Sent: Friday, July 21, 2017 11:47 AM
To: Hayley Balzano <hbalzano@co.weld.co.us>
Cc: BL Janes <dejeanne@msn.com>; Garrett Varra <gvarra@varracompan ies.com>; Kim Ogle <kogle@weldgov.com>
Subject: Re: 7 -day for Varra Mine -- PRE 17-0085
By exception(?), we are in the A -Agricultural zone, and extraction is an allowable use under a
USR. Area topography on Exhibit B - Index Map and Exhibit C-1 Vicinity Map show the area
topography and details augmented by the aerial overlay that should fully reveal the location of
existing drainage, slopes, and how those lands and structures receive any flows and how they
continue through and beyond the permit boundary over this existent well established and groomed
agricultural land.
All of the shown and readily identifiable waterways and irrigation structures appear to fully
accommodate existing flows and divert them around planned areas of extraction and support
activities. Additional stabilization considerations are indicated in the USR text, as iterated below, and
in Exhibit I/3 - Soils Information in the OMLR permit application exhibits as approved and as
submitted with the USR.
Generally, irrigation waters flow into the parcel from the southwest; while some upland overland
flows arrive from lands to the south and west of the permit boundary, which are subsequently
intercepted by existing drainages and concrete lined irrigation ditches, which combined, tend to direct
the flows along the lower elevations near the southern and eastern boundary and toward the
northeast corner of the permit area - where they all tend to exist the parcel and continue northward
beyond the north boundary and along similar existing drainage -ways. These in -place conveyances
will not be affected or altered by planned operations - nor are they expected to influence the
same. The aerial image supports the overall established stability of this location. The exhibit
information should fully support this statement.
We did not see where a specific 'drainage report' was specifically called out in the USR materials - yet
I think you can discern that drainage is fully considered in the submittal - and addressed in the USR
where we discerned a specific topic, as in the extracts, below. I've kept Brad Jones, our civil
engineer in the loop with these messages; but trust the information can be discerned from the
materials provided with the USR and attending map exhibits.
Please let me know upon your examination of this reply relative to the materials provided with the
USR if there is any information remaining you might need to satisfy the elements of a drainage
narrative, as detailed in your previous message. This should cover it?
From the USR:
2
USR Doc pp 41-42
5. USES shall comply with the following stormwater management standards:
a. Stormwater retention facilities shall be provided on -site which are designed to retain the
stormwater runoff from the fully developed site from a one -hundred -year storm or as otherwise
required by the Department of Public Works. In the case of a LIVESTOCK CONFINEMENT
OPERATION (L.C.0.), wastewater collection, conveyance and retention facilities shall be designed
and constructed in accordance with the Confined Animal Feeding Operation Control Regulations (5
CCR 1002-19.
Upland overland flows are directed around and away from extraction area by existing access roads,
irrigation pathways and on -site waterways. Within the extraction areas, stormwater drains inward
toward the resulting basin. All stormwater is managed under an existing approved Stormwater permit
COG501584.
b. The drainage facilities shall be designed to release the retained water at a quantity and rate
not to exceed the quantity and rate of a five-year storm falling on the UNDEVELOPED site.
During extraction activity, groundwater will be discharged into a nearby established drainageways
(unnamed seep ditches) in order to maintain the resulting basin until completion of reclamation of the
basin for water storage. The location of the planned discharge locations are shown on ()MLR Exhibit
C-2: Extraction Plan. Groundwater discharge is provided for under an approved stormwater
discharge permit issued by the Colorado Department of Health (COG5015 4).
The intersecting irrigation ditch lateral, surrounding drainageways, and access roads form an existing
barrier to the transportation of intercepted direct precipitation, and tend to limit the introduction of
waters from overland flows from any upland watershed, such as the pivot irrigated lands above the
floodplain escarpment to the south. The majority of any upland water will flow into and around the
location along existing channels, or otherwise be intercepted by other unaffected channels, including
the existing irrigation ditch laterals.
The extraction of materials will cause direct precipitation to drain internally toward the resulting
basins. Above basin portions of the operation, including any plant site, stockpiles, haul roads, and
other operational features are located on existing or excavated near table topography. All on -site
drainage is managed under the approved Stormwater Management Plan.
pp 130 of the P122 USR item 8 (m):
1. Explain how the storm water drainage will be handled on the site.
Since the project will result in the creation of basins, most water from direct precipitation will drain
internally into the pits. Where outslopes from soil berms or road construction occurs, outslopes will
be grassed to limit detachment and transportation of soil, thereby limiting and suspended solids from
leaving the parcel, and generally diverting overland flows around affected lands and into existing
drainageways. Existing drainageways lying outside the basins will not be altered, and the entire site
will be managed under an approved Colorado Department of Health stormwater permit.
3
Varra Companies, Inc.
Office of Special Projects
Bradford Janes, Forester
Liaison - Interdisciplinary Affairs
desk: 970-353-8310
From: Hayley Raizano <hbalzano@co.vveld.cous>
Sent: Friday, July 21, 2017 10:40 AM
To: SpecialProjects VCI
Cc: Kim Ogle; Garrett Varra; Brad Jones
Subject: RE: 7 -day for Varra Mine -- PRE17-0085
So I went through the application and there is reference to the stormwater permits, but there is not an actual Drainage
Narrative. I just need basic answers to the following questions.
The Drainage Narrative must describe:
1. Which exception is being applied for and include supporting documentation
ii. Where the water originates if it flows onto the property from an offsite source
iii. Where it flows to as it leaves the property
iv. The direction of flow across the property
If there have been previous drainage problems with the property
The exceptions to be used are:
1. Use by Right or Accessory Use in the A (Agricultural) Zone District.
2. Zoning Permits in the A (Agricultural) Zone District.
3. A second dwelling permit in the A (Agricultural) Zone District.
4. Towers including, but not limited to, cell, wind, and telecommunication towers.
5. Pipelines or transmission lines.
6. Gravel pits if the stormwater drains into the gravel pit.
7. Residential developments where all the following conditions exist:
i. Nine (9) lots or fewer.
ii.The average lot size is equal to, or greater than, three (3) acres per lot.
iii.Downstream roadway criteria are not exceeded.
iv.The total post -development imperviousness for the rural residential development does not exceed ten percent (10%),
assuming that all internal roads and driveways are paved, or will eventually be paved.
8.. Development of sites where the change of use does not increase the imperviousness of the site,
9. URBANIZING areas where the total project stormwater runoff of less than, or equal to, S cubic feet per second (cfs)
for the 1 -hour, 100 -year, storm event
10. NON -URBANIZING areas where the total project stormwater runoff of less than, or equal to, 10 cfs for the 1 -hour,
100 -year, storm event.
11. Parcels with total area less than, or equal to, a 1.0 gross acre.
12. Individual parcel with an unobstructed flow path and no other parcel(s) between the Federal Emergency
Management Administration (FEMA) regulatory floodplain channel and the project.
13. A parcel greater than 1. gross acre and less than, or equal to, 5 gross acres in size is allowed a onetime exception for a
new 1,000 sq ft building or equivalent imperviousness.
14. A parcel greater than 5 gross acres in size is allowed a onetime exception for a new 2,000 sq ft building or equivalent
imperviousness.
4
15. Concentrated Animal Feeding Operation (CAFO), Animal Feeding Operations (AFO) and Housed Commercial Swine
Feeding Operation (HCSFO) which are covered and approved by the Colorado Discharge Permit System (CDPS)
regulations. Portions of the site not included or covered by the CDPS permit, shall comply with the Weld County
Drainage Code requirements.
16. Approved by a variance. — See Section 23-12-150 Stormwater Drainage Criteria Variances
Hayley Balzano
Engineer
Planning Department
1555 N 17th Ave
Greeley, CO 80631
phone: (970) 400-3552
fax: (970) 304-6498
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
From: SpecialProjects VCI [mailto:bljforester@msn.coml
Sent: Friday, July 21, 2017 9:47 AM
To: Hayley Balzano <hbalzano@co.weld.co.us>
Cc: Kim Ogle <kogleweldgov.com>; Garrett Varra <gvarravarracompanies.com>; Brad Jones
<bjo nesvarracom panies.co m>
Subject: Be: 7 -day for Varra Mine -- PRE17-0085
No worries, Hayley.
Virtually every extraction operation we have permitted in the past contain supporting and essential
plant site operations. They are simply the tools that build our cities. It was determined after the
OMLR permit was approved that any need for such facilities at this location was highly unlikely, so I
can tell you I had quite the task of removing every reference to them in the USR document itself, as
they are otherwise so integral. If you find any such reference resident in the USR submittal in you
possession, it is a relic.
The other reference was to acres included in the permit. I trust my 14 July reply was sufficient to
clarify that concern as well?
Regardless, these are huge documents and misunderstandings happen. We are ready to assist your
office in any manner we can to resolve them in a timely manner. Please feel free to contact me at
any time.
5
We appreciate your efforts and your understanding. Thanks, Hayley.
Varra Companies, Inc.
Office of Special Projects
Bradford Janes/ Forester
Liaison - Interdisciplinary Affairs
desk: 970-353-8310
From: Hayley Balzano chbaizano@co.weid.co.us>
Sent: Friday, July 21, 2017 9:34 AM
To: SpecialProjects VCI
Cc: Kim Ogle; Garrett Varra; Brad Jones; Michelle Martin
Subject: RE: 7 -day for Varra Mine -- PRE17-0085
Hello,
That does help. Sorry, I was having significant difficulty in understanding the explanation. I will make sure the narrative
meets what I need today.
Thank you
Hayley &'li no
Engineer I
Planning Department
1555 N 17th Ave
Greeley, CO 80 631
phone: (970) 400-3552
fax: (970) 304-6498
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. if you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication.. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
From: SpecialProjects VCI [mailto:bljforester@msn.com]
Sent: Friday, July 21, 2017 9:27 AM
To: Hayley Balzano chbalzano@co.weld.co.us>
Cc: Kim Ogle ckogle@weldgov.com>; Garrett Varra <gvarra@varracompanies.com>; Brad Jones
<bjones@varracornpanies.com>; Michelle Martin cmmartin@weldgov.com>
Subject: Re: 7 -day for Varra Mine -- PRE17-0085
Hi Hayley. As we attempted to explain on our message of the 14th, below - the USER, has no plans for
asphalt or concrete batch plants. That option was included in the OMLR permit, but not retained in
the UBR. application. I hope this explanation helps.
6
Varra Companies, Inc.
Office of Special Projects
Bradford Janes/ Forester
Liaison - Interdisciplinary Affairs
desk: 970-353-8310
From: Hayley Balzano <hbalzano co.weld.co.us>
Sent: Friday, July 21, 2017 9:21 AM
To: SpecialProjects VCI
Cc: Kim Ogle; Garrett Varra; Brad Jones; Michelle Martin
Subject: RE: 7 -day for Varra Mine -- PRE17-0085
Hello everyone, the last email I received on the topic is attached. This does not satisfy our requirements as an asphalt
batch plant is not defined as a gravel pit. The exception states "Gravel pits if the stormwater drains into the gravel
pit
11
The application is not complete so I either need a preliminary drainage report for the asphalt batch plant portion of
the site or an acceptable variance request, for the application to be considered completed.
Hayley Baizano
Engineer I
Planning Department
1555 N 17th Ave
Greeley, Co 80 031
phone: (970) 400-3552
fax: (970) 304-6498
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
From: SpecialProjects VCI [mailto:bljfore"ster@msn.com]
Sent: Friday, July 21, 2017 9:16 AM
To: Hayley Baizano <hbalzano@co.weld.co.us>
Cc: Kim Ogle ckogle@weldgov.com>; Garrett Varra <gvarra@varracompan ies.com>; Brad Jones
cbjo nes@varracompanies.com>
Subject: Fw: 7 -day for Varra Mine -- PRE17-0085
Good Morning Haley.
7
Below is the message trail attempting to address an original message from Kim Ogle received 6 July,
regarding our Parcel 122 USR for Varra Companies, Inc. While I left a telephone message earlier, I
believe this correspondence will help get you current.
We are attempting to get the clock started on this USR application, and believed our reply of 14 July
should help. Please let us know if you need additional information or clarification. Since more than 3
weeks have passed since the original message, any effort to expedite resolution and get the clock
started are genuinely appreciated.
Kind regards,
Varna Companies, Inc.
Office of Special Projects
Bradford Janes, Forester
Liaison - Interdisciplinary Affairs
desk: 970-353-8310
From: Kim Ogle <kogle@weldgov.com>
Sent: Thursday, July 20, 2017 1:02 PM
To: SpecialProjects VCI
Subject: RE: 7 -day for Varra Mine -- PRE17-0085
Brad
I am out of the office. I believe that Hayley may have questions, please consider reaching out to her at 970.400.3552
or hbalzano@weldgov.com
Thank you
Kim Ogle
Planner
Department of Planning
1555 North 17th Avenue
Greeley, Colorado 80631
Direct: 970.400.3549
Office: 970.353.6100 x 3540
Facsimile: 9 70.304.6498
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
8
Think Green - Not every email needs to be printed
From: SpecialProjects VCI [mai Ito:bljforester « msn.co m]
Sent: Thursday, July 20, 2017 12:39 PM
To: Kim Ogle <ko le@weldgov.corn>
Subject: Fw: 7 -day for Varra Mine -- PRE 17-0085
Good Afternoon Kim.
Wanted to be sure you saw my reply to you of Friday 14 July - below. I will call you later today or
first thing Friday to follow-up, unless I hear from you first. I realize that summer is a time of
vacation, so perhaps you've been out. Regardless - hope with this message we can get the USR
started.
Thanks, Kim.
Varra Companies,, Inc
Office of Special Projects
Bradford Janes, Forester
Liaison - Interdisciplinary Affairs
desk: 970-353-8310
From: SpecialProjects VCI cbljforester@msn.com>
Sent: Friday, July 14, 2017 1:25 PM
To: Kim Ogle
Subject RE: 7 -day for Varra Mine -- PRE17-0085
Hi Kim.
Finally — I'm able to get back to your concerns from your message of 6 July respective of our P122 U S R Submittal:
Respective of drainage on the Mineral Reserve Areas and other areas outside of the influences of the extraction
boundary as it pertains to drainage, we attempted to address this in the USR document itself (See parts 5(a), 5(b) and
Item g from the USR, below — also — please reference Exhibit ILI of the OMLR submittal). Staff may have focused on the
OMLR copy included with the USR submittal. Exhibit I/J has additional information on how overall on -site stability is
maintained — but is too fat to include in this message.
Essentially, the Mineral Reserve Areas shown on the attending maps drain to existing lined irrigation ditches. Grass
filters and waterways (either existing or created) will serve to direct and convey direct precipitation — and are provided
for in both the OMLR, USR, and required Stormwater Permit. The Upper Mineral Reserve Area and yard to the
immediate north of that (which is already entirely affected by prior landowner practices and correlated oil & gas
activities) are the primary support areas where activities such as parking, soil stockpiling, etc. may occur. This area is a
near table and the existing drainage over these areas should not be altered in any meaningful way and will likely benefit
from planned conservation methods. Flows from this near flat topography will shed little precipitation and we
anticipate a good deal of precipitation will simply be absorbed by infiltration and percolation through the existing
ground or any residual soil or correlated stockpiles that might reside there. All of this is regulated under existing State of
Colorado Dept. of Health & Environment stormwater regulation, which we are presently permitted for.
9
To be clear, while the OMLR Permit as approved mentions the use of Plant Site operations, there are no plans to process
materials on site. Intermittent withdrawls of pit run material from the active extraction area are provided for. We've
attempted to redact in this USR for P-122 any reference to that, but I see in 5(b) below, I missed deletion of a plant site
reference, but there is plenty of language to support our intent for this USR — as the code is so redundant.
As for the acreage and attending USR Fee — we have no idea how this number was arrived at. We believe the 156.78+/ -
acres approved by the OMLR and included in our survey based maps is accurate. The Fee determination should reflect
this number
(although we don't mind paying the lower fee as long as the USR reflects the 156.78 +f- Acres).
Finally, the second part of your message is addressed to the following entity and does not appear to apply to us:
To: 'David Lee' cdplee67@grnail.corn>
Subject: 7 -day for Camelot RV -- PRE17-0104
Hello David,
We trust this reply will assure your Department of the complete nature of our application and allow the process to
continue.
Thank -you, Kim, for your assistance.
USR Doc pp 41-42
5. USES shall comply with the following stormwater management standards:
a. Stormwater retention facilities shall be provided on -site which are designed to retain the
stormwater runoff from the fully developed site from a one -hundred -year storm or as otherwise
required by the Department of Public Works. In the case of a LIVESTOCK CONFDCHMENT
OPERATION (L.C. .), wastewater collection, conveyance and retention facilities shall be designed
and constructed in accordance with the Confined Animal Feeding Operation Control Regulations (5
CCR. 1002-19)
Upland overland flows are directed around and away from extraction area by existing access roads,
irrigation pathways and on site waterways. Within the extraction areas, stormwater drains inward
toward the resulting basin. All stormwater is managed under an existing approved Stormwater permit
CO 1501584.
b. The drainage facilities shall be designed to release the retained water at a quantity and rate
not to exceed the quantity and rate of a five-year storm falling on the UNDEVELOPED site.
During extraction activity, groundwater will be discharged into a nearby established drainageways
(unnamed seep ditches) in order to maintain the resulting basin until completion of reclamation of the
basin for water storage. The location of the planned discharge locations are shown on °MLR Exhibit
C-2: Extraction Plan. Groundwater discharge is provided for under an approved stormwater
discharge permit issued by the Colorado Department of Health (COG501584).
The intersecting irrigation ditch lateral, surrounding drainageways, and access roads form an existing
barrier to the transportation of intercepted direct precipitation, and tend to limit the introduction of
10
waters from overland flows from any upland watershed, such as the pivot irrigated lands above the
floodplain escarpment to the south. The majority of any upland water will flow into and around the
location along existing channels, or otherwise be intercepted by other unaffected channels, including
the existing irrigation ditch laterals.
The extraction of materials will cause direct precipitation to drain internally toward the resulting
basins. Above basin portions of the operation, including any plant site, stockpiles, haul roads, and
other operational features are located on existing or excavated near table topography. All on -site
drainage is managed under the approved Stormwater Management Plan.
pp 130 of the P122 USR item 8 Cm):
1. Explain how the storm water drainage will be handled on the site.
Since the project will result in the creation of basins, most water from direct precipitation will drain
internally into the pits. Where outslopes from soil berms or road construction occurs, outslopes will
be grassed to limit detachment and transportation of soil, thereby limiting and suspended solids from
leaving the parcel, and generally diverting overland flows around affected lands and into existing
drainageways. Existing drainageways lying outside the basins will not be altered, and the entire site
will be managed under an approved Colorado Department of Health stormwater permit.
Varra Companies, Inc.
Office of Special Projects
Bradford Janes, Forester
Liaison - Interdisciplinary Affairs
desk: 970-353-8310
From: Kim Ogle
Sent: Thursday, July 6, 2017 9:12 AM
To: Specia I Projects VCI
Subject: 7 -day for Varra Mine -- PRE17-0085
Hello Brad,
Hayley Balzano with Planning Services — Engineering is requesting additional information. She states the
questionnaire addresses drainage for the mining portion.
Please address drainage for the plant site and stock pile area of the property.
Application fee will be 7750.40 dollars [5000.00 dollars for the first 10 acres and 20.00 dollars for each
additional acre]. Total property is 147.52 acres,
Payment is due when application is deemed complete.
Thank you
Kim Ogle
Planner
Department of Planning
11.
1555 North 17th Avenue
Greeley, Colorado 80631
Direct: 970.400.3549
Office: 970.353.6100 x 3540
Facsimile: 970.304.6498
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
Think Green - Not every email needs to be printed
From: Kim Ogle
Sent: Thursday, July 06, 2017 7:41 AM
To: 'David Lee' cd plee67@gmail.com>
Subject: 7 -day for Camelot RV -- PRE17-0104
Hello David,
Hayley Balzano with planning Services — Engineering is requesting additional information. A letter, signed and
stamped by a Colorado licensed PE stating that the amendments to the original SPR can be handled by the
existing drainage facilities, is required at time of application.
Application fee will be 500.00 dollars and since the site is also located within an intergovernmental defined
growth area an additional 30% fee has been added. Total application fee is 650.00 dollars
Payment is due when application is deemed complete.
Thank you
Kim Ogle
Planner
Department of Planning
1555 North 17th Avenue
Greeley, Colorado 80631
Dire c t: 9 70.4 00.35 49
Office: 970.353.6100 x 3540
Facsimile: 9 70.304.6498
12
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
b., Think Green - Not every email needs to be printed
13
COLORADO
Division of Reclamation,
Mining and Safety
Department ci Natural Resources
1313 Sherman Street, Room 215
Denver, CO 80203
May 19, 2017
Mr. Garrett C. Varra
Varra Companies, Inc.
8120 Gage St.
Frederick, CO 80516
Re: Varra Companies, Inc., Parcel 122 - Resource Development Project,
Permit No. M-2015-033, Technical Revision Approval, Revision No. TR-01
Mr. Varra:
On May 19, 2017 the Division of Reclamation, Mining and Safety (Division/DRMS) approved the
Technical Revision application submitted to the Division on April 24, 2017, addressing the
following:
Updated Mining and Reclamation Plan exhibits and maps for oil and gas infrastructure
relocation.
The terms of the Technical Revision No. 1 approved by the Division are hereby incorporated into
Permit No. M-2015-033. All other conditions and requirements of Permit No. M-2015-033 remain
in full force and effect.
If the revised liability amount exceeds the performance bond currently held (see below), please
submit additional bond. The revision will not be final until the bond is approved by the Division.
Bond Held:
Prior Liability:
Change in Liability:
Revised
Liability:
$118,575.00
$118,575.00
$0.00
$118,575.00
1313 Sherman Street, Room 215, Denver, CO 80203 P 303.866.3567 F 303.832.8106 http://mining.state.co.us
John W. Hickenlooper, Governor I Robert Randall, Executive Director I Virginia Brannon, Director
Parcel 122 TR-01 Approval Letter
Page 2 of 2
May 19,2017
If you have any questions, please contact me at peter. hays@state.co, us or (303) 866-3567 Ext.
8124.
Sincerely,
Peter S. Hays
Environmental Protection Specialist
Ec: Wally Erickson, DBMS
STATE OF COLORADO
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
AIR POLLUTION CONTROL DIVISION
TELEPHONE: (303) 692-3150
CONSTRUCTION PERMIT
PERMIT NO:
14WE1413F
DATE ISSUED: December 29, 2014
ISSUED TO:
Varra Companies, Inc.
Issuance 1
THE SOURCE TO WHICH THIS PERMIT APPLIES IS DESCRIBED AND LOCATED AS FOLLOWS:
Sand and gravel pit, Varra-Bearson Resource Project, located in the NW1/4, Section 33, Township
3 North, Range 67 West of the 6th Principal Meridian, Weld County, Colorado.
THE SPECIFIC EQUIPMENT OR ACTIVITY SUBJECT TO THIS PERMIT INCLUDES THE FOLLOWING:
Facility
Equipment
ID
AIRS
Point
Description
Varra-
Bearson
Resource
Project
001
Material extraction,
and transfer
handling, stockpiling,
points.
hauling, associated conveyors
THIS PERMIT IS GRANTED SUBJECT TO ALL RULES AND REGULATIONS OF THE COLORADO
AIR QUALITY CONTROL COMMISSION AND THE COLORADO AIR POLLUTION PREVENTION AND
CONTROL ACT C.R.S. (25-7-101 et seq,), TO THOSE GENERAL TERMS AND CONDITIONS
INCLUDED IN THIS DOCUMENT AND THE FOLLOWING SPECIFIC TERMS AND CONDITIONS:
REQUIREMENTS TO SELF -CERTIFY FOR FINAL APPROVAL
1. YOU MUST notify the Air Pollution Control Division (Division) no later than fifteen days
after commencement of operation under this permit by submitting a Notice of Startup
(NOS) form to the Division. The Notice of Startup (NOS) form may be downloaded online at
https://www.colorado.gov/pacific/cdphe/other-air-permitting-notices. Failure to notify the Division
of startup of the permitted source is a violation of AOCC Regulation No. 3, Part B, Section I II.G.1
and can result in the revocation of the permit.
2. Within one hundred and eighty days (180) after commencement of operation, compliance with the
conditions contained on this permit shall be demonstrated to the Division. It is the permittee's
responsibility to self certify compliance with the conditions. Failure to demonstrate compliance
within 180 days may result in revocation of the permit or enforcement action by the Division.
Information on how to certify compliance was mailed with the permit or can be obtained from the
Division's website at https://www.colorado.gov/pacific/cdphe/air-permit-self-certification.
(Reference: Regulation No. 3, Part B, III.G.2).
AIRS I D : 123/9D24/001
Page 1 of 9
Version 2009-1
Colorado Department of Public Health and Environment
Air Pollution Control Division
Varra Companies, Inc.
Permit No. 14WE1413F
Issuance 1
3. This permit shall expire if the owner or operator of the source for which this permit was issued: (i)
does not commence construction/modification or operation of this source within 18 months after
either the date of issuance of this initial approval permit or the date on which such construction or
activity was scheduled to commence as set forth in the permit application associated with this
permit; (ii) discontinues construction for a period of eighteen months or more; or (iii) does not
complete construction within a reasonable time of the estimated completion date (See General
Condition No. 6., Item 1.). Upon a showing of good cause by the permittee, the Division may
grant extensions of the permit. (Reference: Regulation No. 3, Part B, Section III.F.4.)
4. Within one hundred and eighty days (180) after commencement of operation, the operator shall
complete all initial compliance testing and sampling as required in this permit and submit the
results to the Division as part of the self -certification process. (Reference: Regulation No. 3, Part
B, Section III.E.)
5. Within one thirty (30) days after commencement of operation, the AIRS ID (example:
123/9022/001) number shall be posted in an easily visible location for ease of identification.
(Reference: Regulation No. 3, Part B, III.E.) (State only enforceable)
EMISSION LIMITATIONS AND RECORDS
6. Emissions of air pollutants shall not exceed the following limitations (as calculated using the
emission factors included in the Notes to Permit Holder section of this permit). (Reference:
Regulation No. 3, Part B, Section II.A.4)
Annual Emission Limits:
Facility
Equipment
ID
AIRS
Point
Tons
per Year
Emission
Type
PM
PKo
PM2.5
NOx
CO
Marra -Bear -son Resource
Projectg
001
17.1 1
4.7
0.5
--
--
Fugitive
Transfer Points
0.0
0.0
0.0
Point
Note: Compliance with the fugitive emission limits shall be demonstrated by not exceeding the
production limits listed below and by following the attached particulate emissions control
plan.
See "Notes to Permit Holder #3" for information on emission factors and methods used to
calculate Transfer Point limits.
AIRS I D : 123/9D24/001
Page 2of9
Colorado Department of Public Health and Environment
Air Pollution Control Division
Varra Companies, Inc.
Permit No. 14WE1413F
Issuance 1
PROCESS LIMITATIONS AND RECORDS
7 This source shall be limited to the following maximum consumption, processing and/or
operational rates as listed below. Daily and annual records of the actual process rate shall be
maintained by the applicant and made available to the Division for inspection upon request.
(Reference: Regulation 3, Part B, II.A.4)
Production Limits:
AIRS "
Production Parameter
Annual Limit
Point
(tons/year)
001
Sand and gravel extraction
1,250,000
STATE AND FEDERAL REGULATORY REQUIREMENTS
8. Visible emissions from conveyors and transfer points shall not exceed twenty percent (20%)
opacity during normal operation of the source. During periods of startup, process modification, or
adjustment of control equipment visible emissions shall not exceed 30% opacity for more than six
minutes in any sixty consecutive minutes. (Reference: Regulation No. 1, Section II.A.1. & 4.)
9. All conveyors and transfer points will be subject to the New Source Performance Standards
requirements of Regulation number 6, Subpart OOO whenever there is primary crushing
capacity greater than 150 tons per hour (portable equipment) or 25 tons per hour (fixed
equipment) at this location as follows:
[The requirements below reflect the rule language of 40 CFR Part 60 Subpart OOO published in
the Federal Register on 7/11/2006. However, if revisions to this Subpart are published at a later
date, the owner or operator is subject to the requirements contained in the revised version of 40
CFR Part 60, Subpart 000.]
a. Visible emissions from each crusher shall not exceed twelve percent (12%) opacity.
b. Visible emissions from each screen and transfer point shall not exceed seven percent (7°/a)
opacity.
In addition, the following requirements of Regulation No. 6, Part A, Subpart A, General
Provisions, apply.
c. At all times, including periods of start-up, shutdown, and malfunction, the facility and control
equipment shall, to the extent practicable, be maintained and operated in a manner
consistent with good air pollution control practices for minimizing emissions. Determination of
whether or not acceptable operating and maintenance procedures are being used will be
based on information available to the Division, which may include, but is not limited to,
monitoring results, opacity observations, review of operating and maintenance procedures,
and inspection of the source. (Reference: Regulation 6, Part A. General Provisions from
40CFR60.11)
AIRS I D : 123/9D24/001 Page 3 of 9
Colorado Department of Public Health and Environment
Air Pollution Control Division
Varra Companies, Inc.
Permit No. 14WE1413F
Issuance 1
d. No article, machine, equipment or process shall be used to conceal an emission which would
otherwise constitute a violation of an applicable standard. Such concealment includes, but is
not limited to, the use of gaseous diluents to achieve compliance with an opacity standard or
with a standard which is based on the concentration of a pollutant in the gases discharged to
the atmosphere. (§ 60.12)
e. Written notification of construction and initial startup dates shall be submitted to the Division
as required under § 60.7.
f. Records of startups, shutdowns, and malfunctions shall be maintained, as required under
60.7.
g. Written notification of opacity observation or monitor demonstrations shall be submitted to the
Division as required under § 60.7.
h. Compliance with opacity standards shall be demonstrated according to § 60.11.
OPERATING & MAINTENANCE REQUIREMENTS
10. This source is not required to follow a Division -approved operating and maintenance plan.
COMPLIANCE TESTING AND SAMPLING
Initial Testing Requirements
11. Within 180 days of startup, the owner or operator shall demonstrate compliance with Conditions 8
and 9, using EPA► Method 9 to measure opacity from transfer points. This measurement shall
consist of a minimum twenty-four consecutive readings taken at fifteen second intervals over a six
minute period. (Reference: Regulation No. 1, Section II.A.1 & 4)
ASPS Subpart 000:
If the equipment included in this permit is located at a facility that has primary crushing capacity
greater than 150 tons per hour (portable equipment) or 25 tons per hour (fixed equipment):
This measurement (except for the transfer to a stockpile) shall consist of consecutive
readings taken at fifteen second intervals over a 30 minute period (five 6 -minute
averages). Compliance with the applicable opacity limits must be based on the average
of the five 6 -minute averages (Reference: §60.675(c)(3)).
If the equipment included in this permit is NOT located at a facility that has primary crushing
capacity greater than 150 tons per hour (portable equipment) or 25 tons per hour (fixed
equipment):
This measurement shall consist of a minimum twenty-four consecutive readings taken at
fifteen second intervals over a six minute period. (Reference: Regulation No. 1, Section
II.A.1 & 4)
Periodic Testing Requirements
12. Periodic testing is not required for this source.
AIRS I D : 123/9D24/001 Page 4 of 9
Colorado Department of Public Health and Environment
Air Pollution Control Division
Varra Companies, Inc.
Permit No. 14WE1413F
Issuance 1
ADDITIONAL REQUIREMENTS
13. The AIRS ID number shall be posted in an easily visible location for ease of identification.
(Reference: Regulation No. 3, Part B, III.E.) (State only enforceable)
14. The particulate emission control measures listed on the attached page (as approved by the
Division) shall be applied to the particulate emission producing sources as required by Regulation
No. 1, Section I II.D.1.b.
15. This permit is for the activities specified above; any additional process equipment (i.e. crushers,
screens, etc.) to be located at this site must have a separate permit from the Division.
(Reference: Reg. 3, Part B, III.E.)
16. A Revised Air Pollutant Emission Notice (APEN) shall be filed: (Reference: Regulation No. 3,
Part A, Section II.C.)
a. Annually whenever a significant increase in emissions occurs as follows:
For any criteria pollutant:
For sources emitting less than 100 tons per year, a change in annual actual emissions
of five (5) tons per year or more, above the level reported on the last APEN; or
For sources emitting any amount of lead, a change in actual emissions of fifty (50)
pounds of lead above the level reported on the last APEN submitted.
For any non -criteria reportable pollutant:
If the emissions increase by 50% or five (5) tons per year, whichever is less, above the
level reported on the last APEN submitted to the Division.
b. Whenever there is a change in the owner or operator of any facility, process, or activity;
or
c. Whenever new control equipment is installed, or whenever a different type of control
equipment replaces an existing type of control equipment; or
d Whenever a permit limitation must be modified; or
e. No later than 30 days before the existing APEN expires.
GENERAL TERMS AND CONDITIONS:
17. This permit and any attachments must be retained and made available for inspection upon
request. The permit may be reissued to a new owner by the Division as provided in Regulation
No. 3, Part B, Section I I. B upon a request for transfer of ownership and the submittal of a revised
APEN and the required fee.
18. If this permit specifically states that final approval has been granted, then the remainder of this
condition is not applicable. Otherwise, the issuance of this construction permit is considered initial
AIRS I D : 123/9D24/001 Page 5 of 9
Colorado Department of Public Health and Environment
Air Pollution Control Division
Varra Companies, Inc.
Permit No. 14WE1413F
Issuance 1
approval and does not provide "final" approval for this activity or operation of this source. Final
approval of the permit must be secured from the APCD in writing in accordance with the
provisions of 25-7-114.5(12)(a) C.R.S. and AQCC Regulation No. 3, Part E, Section III.G. Final
approval cannot be granted until the operation or activity commences and has been verified by
the APCD as conforming in all respects with the conditions of the permit. Once self -certification
of all points has been reviewed and approved by the Division, it will provide written
documentation of such final approval. Details for obtaining final approval to operate are
located in the Requirements to Self -Certify for Final Approval section of this permit. The
operator shall retain the permit final approval letter issued by the Division after completion of self -
certification with the most current construction permit.
19. This permit is issued in reliance upon the accuracy and completeness of information supplied by
the applicant and is conditioned upon conduct of the activity, or construction, installation and
operation of the source, in accordance with this information and with representations made by the
applicant or applicant's agents. It is valid only for the equipment and operations or activity
specifically identified on the permit.
By:
Charles N. Pray, P.E.-P.L.S.
Permit Engineer
Permit History:
Permit History
Issuance
Date
Description
Initial Approval
This Issuance
Issued to Varra Companies,
Inc.
By:
I
FOR
R K Hancock III, P.E.
Construction Permits Unit Supervisor
Notes to Permit Holder (as of permit issuance):
1) The production or raw material processing limits and emission limits contained in this permit are
based on the production/processing rates requested in the permit application. These limits may
be revised upon request of the permittee providing there is no exceedence of any specific
emission control regulation or any ambient air quality standard. A revised air pollutant emission
notice (ADEN) and application form must be submitted with a request for a permit revision.
2) This source is subject to the Common Provisions Regulation Part II, Subpart E, Affirmative
Defense Provision for Excess Emissions During Malfunctions. The permittee shall notify the
Division of any malfunction condition which causes a violation of any emission limit or limits
stated in this permit as soon as possible, but no later than noon of the next working day, followed
by written notice to the Division addressing all of the criteria set forth in Part II.E.1. of the
Common Provisions Regulation. See: https://www.colorado.gov/pacific/cdphe/agcc-regs.
3) The point source emission levels contained in this permit are based on the following emission
factors (any change in operations may change these factors):
AIRS ID: 123/9D24/001 Page 6 of 9
Colorado Department of Public Health and Environment
Air Pollution Control Division
Varra Companies, Inc.
Permit No. 14WE1413F
Issuance 1
Point Emissions:
Pollutant
Emission Factors
TSP
0.0030
applies
lbs
per ton of sand and gravel
production 95.0% control
PM10
0.0011
applies
lbs
per ton of sand and gravel
production 95.0% control
PM.
0.00032
applies
lbs
per ton of sand and gravel
production
95.0% control
In accordance with C.R.S. 25-7-114.1, each Air Pollutant Emission Notice (APEN) associated
with this permit is valid for a term of five years from the date it was received by the Division. A
revised APEN shall be submitted no later than 30 days before the five-year term expires. Please
refer to the most recent annual fee invoice to determine the APEN expiration date for each
emissions point associated with this permit. For any questions regarding a specific expiration date
call the Division at (303)-692-3150.
This facility is classified as follows:
Applicable
Requirement
Status
Operating
Permit
Minor source
PSD
Minor source
6) Full text of the Title 40, Protection of Environment Electronic Code of Federal Regulations can be
found at the website listed below:
http://ecfr.gpoaccess.govl
Part 60: Standards of Performance for New Stationary Sources
NSPS
§60.670 - §60.676
Subpart OOO
7) The permit holder is required to pay fees for the processing time for this permit. An invoice for
these fees will be issued after the permit is issued. Failure to pay the invoice will result in
revocation of this permit. The permit holder shall pay the invoice within 30 days of receipt of the
invoice (Reference: Regulation No. 3, Part Al Section VI.B.).
Unless specifically stated otherwise, the general and specific conditions contained in this permit
have been determined by the Division to be necessary to assure compliance with the provisions
of Section 25-7-114.5(7)(a), C.R.S.
Each and every condition of this permit is a material part hereof and is not severable. Any
challenge to or appeal of a condition hereof shall constitute a rejection of the entire permit and
upon such occurrence, this permit shall be deemed denied ab in/tbo. This permit may be revoked
at any time prior to self -certification and final authorization by the Division on grounds set forth in
the Colorado Air Pollution Prevention and Control Act and regulations of the AQCC including
failure to meet any express term or condition of the permit. If the Division denies a permit,
conditions imposed upon a permit are contested by the applicant, or the Division revokes a
permit, the applicant or owner or operator of a source may request a hearing before the AQCC for
AIRS ID: 123/9D24/001
Page 7of9
Colorado Department of Public Health and Environment
Air Pollution Control Division
Varra Companies, Inc.
Permit No. 14WE1413F
Issuance 1
review of the Division's action.
10) Section 25-7-114.7(2)(a), C.R.S. requires that all sources required to file an Air Pollutant
Emission Notice (APEN) must pay an annual fee to cover the costs of inspections and
administration. If a source or activity is to be discontinued, the owner must notify the Division in
writing requesting a cancellation of the permit. Upon notification, annual fee billing will terminate.
11) Violation of the terms of a permit or of the provisions of the Colorado Air Pollution Prevention and
Control Act or the regulations of the AQCC may result in administrative, civil or criminal
enforcement actions under Sections 25-7-115 (enforcement), -121 (injunctions), -122 (civil
penalties), -122.1 (criminal penalties), C.R.S.
AIRS ID: 123/9D24/001 Page 8 of 9
Colorado Department of Public Health and Environment
Air Pollution Control Division
Varra Companies, Inc.
Permit No. 14WE1413F
Issuance 1
PARTICULATE EMISSIONS CONTROL PLAN FOR MINING AND PROCESSING ACTIVITIES
THE FOLLOWING PARTICULATE EMISSIONS CONTROL MEASURES SHALL BE USED FOR
COMPLIANCE PURPOSES ON THE ACTIVITIES COVERED BY THIS PERMIT, AS REQUIRED BY
THE AIR QUALITY CONTROL COMMISSION REGULATION NO.1, SECTION III.D.1.b. THIS SOURCE
IS SUBJECT TO THE FOLLOWING EMISSION GUIDELINES:
a. Mining and Processing Activities - Visible emissions not to exceed 20%, no off -property
transport of visible emissions.
b. Haul Roads - No off -property transport of visible emissions shall apply to on -site haul roads, the
nuisance guidelines shall apply to off -site haul roads.
c Haul Trucks - There shall be no off -property transport of visible emissions from haul trucks when
operating on the property of the owner or operator. There shall be no off -vehicle transport of visible
emissions from the material in the haul trucks when operating off of the property of the owner or
operator.
Control Measures
1. Adequate soil moisture must be maintained in topsoil and overburden to control emissions during
removal. Watering shall be implemented if necessary.
2. Topsoil and overburden stockpiles shall be compacted and revegetated within one year.
3. Emissions from material handling (i.e. removal, loading, and hauling) shall be controlled by
watering at all times unless natural moisture is sufficient to control emissions.
4. Vehicle speed on unpaved roads and disturbed areas shall not exceed a maximum of 15 miles per
hour. Speed limit signs shall be posted.
5. Haul roads shall be watered as often as needed to control fugitive particulate emissions such that
the above guidelines are met.
6. Reclamation works and sequential extraction of material shall be initiated to keep the total
disturbed areas at any one time to a minimum.
7 All disturbed areas shall be watered as often as needed to control fugitive particulate emissions
such that the above guidelines are met, and revegetated within one year.
AIRS I D : 123/9D24/001 Page 9 of 9
Varra Companies, Inc.
Office of Special Projects
8120 Gage Street Frederick, Colorado 80516 Telephone (970) 353-8310 Fax (970) 353-4047
Sec. 22- 5-80. General commercial mineral deposits (`aggregate') and ore
mineral resources Goals & Policies.
A. CM.Goal 1. Conserve lands which contain commercial mineral deposits
("aggregate") for potential future use in accordance with state law (section 34-
1
30b, C.R.s.).
1. CM.Policy 1.1. Maintain a map depicting known commercial mineral
deposits ("aggregate"). The official Commercial Mineral Deposits Map will
be a component of this commercial mineral deposit master plan and be
compiled based on the Goals and Policies discussed in this Section. The
current copy of the Commercial Mineral Deposit Map is maintained on file at
the Department of Planning Services.
a. Recom ended Strategy C�.1.1. . Consider developing a more
detailed and up-to-date commercial mineral deposits master plan, as
described by Section 34-1-304, C.R.S.
Acknowledged..
2. CM.Policy 1.2. Consider access to future mineral resource
development areas in all land use decisions, in accordance with state law.
Acknowledged.
3. CM.Policy 1.3. The County should not, by zoning, rezoning, granting a
variance or other official action or inaction, permit the use of any area
known to contain a commercial mineral deposit in a manner which would
interfere with the present, or future, extraction of such deposit by an
extractor. Strongly discourage other intensive land uses in areas identified
on the Commercial Mineral Deposits Map as containing commercial mineral
deposits, until such time as those deposits have been extracted.
Landowners should be given an opportunity to modify the Commercial
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Mineral Deposits Map and demonstrate that an area does not contain a
commercial mineral deposit.
Acknowledged,
4. CM.Policy 1.4. If conservation easements are placed on lands
containin.g commercial mineral deposits, encourage the terms of the
easement to allow extraction of those commercial mineral deposits.
Acknowledged.
B. CM.Goal 2. Promote the reasonable and orderly exploration and
development of mineral resources,
1. CM.Policy 2.1. Conduct land use permitting the operation of a mining
site in unincorporated Weld County, in accordance with regulations in the
County.
Acknowledged,
2. CM.Policy 2.2. Encourage cooperation, coordination and
communication between the surface owner and the mineral owner/operators
with respect to any developments of either the surface or the mineral estate.
Acknowledged.
3. CM.Policy 2.3. Ensure that development of mineral resources
addresses the impacts of such development.
Acknowledged. We've also addressed the benefits of resource conservation.
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4. CM. Policy 2.4. Ensure that the development of mineral resources
maintains and limits the effects on the quality and quantity of area water.
Acknowledged,
5. CM.Policy 2.5. 1-3fncourage mineral developers to conserve water in
their operation.
Acknowledged.
C. C.M.Goal 3. Minimize the impacts of surface and subsurface mining
activities on the surrounding land, land uses, roads and highways.
1. CM.Policy 3.1. In review of a land use application for a mine site,
consider the cumulative impacts of the mining activity on surrounding land
use and County infrastructure.
Acknowledged, We would also encourage assessing the cumulative benefits.
2. CM.Policy 3.2. Locate and design excavated areas, structures,
machinery, equipment storage and stockpiling of mined materials to be
considerate to surrounding land uses in terms of general use, scale, density,
traffic, dust and noise.
Acknowledged,
CM.Policy 3.3. Where practical, maintain roadside and perimeter
vegetation and setback requirements which serve to shield mining
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operations, including storage of equipment, stockpiled soils and materials
from public view.
Acknowledged,
. CM.Policy 3.4. Locate access roads to, and within, the site in a
manner which minimizes traffic impacts on surrounding land uses.
Acknowledged.
5, CM.Policy 3.5. The land use applicant should demonstrate that the
street or highway facilities providing access to the mining activity are
adequate in functional classification, width and structural capacity to meet
the requirements of the proposed mining activity. Require internal road
circulation, off-street parking, dust abatement, acceleration lanes,
deceleration lanes, common access collection points, signalization and other
traffic improvements wherever necessary to mitigate traffic impacts caused
by the mining activity. Also, review applications for mining in accordance
with the Transportation Goals and Policies.
AcknoVle dge d.
6. CM.Policy 3.6. Buffer, where possible, batch plants and processing
equipment from adjacent uses.
Acknowledged,
7. CM.Policy 3.7. Allow trucking operations dealing exclusively in the
transport of mined materials on the mine site when incorporated in the
operational plan for the mining operation.
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Acknowledged.
8. CM.Policy 3.8. Require all mining operations to conform to federal,
state and local environmental standards.
Acknowledged,
9, CM.Policy 3.9. Promote the safety of all citizens that are in relatively
close proximity to ore mineral mining and processing facilities.
a. Recommended Strategy au.3. 9. a. Consider de velop n land use
regulations (including those adopted as Section 24-65.1-101, et
seq., C. . S.) to promote the safety of all citizens that are in
rela tiely close proximity to ore mineral mining and processing
facilities.
Acknowledged.
D. CM.Goal 4. Minimize hazardous conditions related to mining activities
and the mining site.
1. CM.Policy 4.1. In reviewing the operational and reclamation plans for
a mining operation, impose such conditions as necessary to minimize or
eliminate the potential adverse impact of the operation on surrounding
.
properties as follows:
• Require appropriate site -specific security fencing be erected and
maintained around extraction sites, as necessary, to minimize potential
attractive nuisance hazards associated with operations located near urban
uses.
Acknowledged.
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5
• Require mining operations to use warning signs, fences, guards,
lighting and other means to warn and protect people from mine site
hazards such as steep slopes, holes, ponds and heavy equipment.
Enforce trespass laws to ensure public safety.
Acknowledged.
• Require all mining operations conform to federal, state and local
safety standards.
Acknowledged.
• Require periodic on -site inspections, as warranted.
Acknowledged.
. CM.Policy 4.2. Ensure that operators comply with County flood hazard
and geological hazard regulations. County staff should conduct site
inspections to evaluate applications for mining. Understanding that most of
the extractions are alluvial and temporary in nature, the use should not come
under the same scrutiny as uses with permanent structures.
a. Recommended Strategy C . 4.2. a. Review Co u.un ty flood hazard and
geological hazard regulations to ensure that they are practical for mining
operational needs and are not so burdensome that they discourage future
mineral extra c. tlon .
Acknowledged,
E. CM.Goal 5. Provide for timely reclamation of all mining sites and promote
their beneficial reuse.
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1, CM,Policy 5,1, Consider the potentially adverse environmental effects
of completed mining operations,
Acknowledged. Because of modern reclamation and restoration of mined
land, all affected lands are returned to a beneficial state and use.
2. CM.Policy 5.2. Ensure that operators minimize the disturbance of
vegetation and overburden in advance of mining activities.
Acknowledged.
3. CM.Policy 5.3. Encourage operators to save and utilize topsoil in site
reclamation.
Acknowledged.
4. CM.Policy 5.4. Ensure that operators take all reasonable and practical
measures to protect the habitat of fish and wildlife.
Acknowledged.
5. CM.Policy 5.5. Ensure that the operator and owner maintain the
reclaimed mine site until it has been stabilized and vegetation is
reestablished in accordance with the Colorado Division of Reclamation.
Mining and Safety, and until any County development standards have been
met.
Acknowledged.
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. CM.Policy 5.6. Promote the reuse of reclaimed alluvial mineral deposit.
quarries for recreation.
Acknowledged,
7. CM.Policy 5.7. Encourage the reservation of "surface rights" on water
storage facilities which can later be sold, leased or donated for recreational
uses.
Acknowledged.
. CM.Policy 5.8. Promote the reuse of reclaimed aggregate quarries for
water storage.
Acknowledged.
9. CM.Policy 5.9. Encourage the use of water storage facilities by Weld
County water providers.
.Recommended Strategy CAl. 5. 9.a. . Study wh e ti 1 er the e Ci.J un ty should
purchase water lights and storage facilities to be put to b en e.ficial use in
the County.
Acknowledged..
10. CM.Policy 5.10. Allow, where possible, residential or commercial
uses adjacent to water storage facilities.
Acknowledged.
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11. C .Pol cy 5 ,11. Consider public uses on lands adjacent to water
storage facilities, (Weld County Code Ordinance 2002-6: Weld County Code
Ordinance 2008-13)
Acknowledged,
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Division 4
Uses by Special Review
Sec, 23 -2 -too, Intent and Applicability.
A, Uses by Special Review are USES which have been determined to be
more intense or to have a potentially greater impact than the Uses Allowed by
Right in a particular zone district. Therefore, Uses by Special Review require
additional consideration to ensure that they are established and operated in a
manner that is compatible with existing and planned land USES in the
NEIGHBO OOD. The additional consideration or regulation of Uses by Special
Review, and the application to a Use by Special Review of Performance, Design
and Operations Standards listed both herein and for applicable USES from any
zone district, are designed to protect and promote the health, safety,
convenience and general welfare of the present and future residents of the
COUNTY.
B. The Board of county commissioners may approve the establishment of a
Use by Special Review by granting a Special Review Permit. All requests for
Special Review Permit shall be reviewed by the Planning Commission. The
Planning Commission recommendation shall be forwarded to and considered by
the Board of County Commissioners except for the following conditions. Any
DEVELOPMENT or USE which requires a Special Review Permit and which is
initiated by a general purpose local government, State, United States
government, special district or authority created under the provisions of the
laws of the State, or any public utility whether publicly or privately owned, shall
require review and approval by the Planning Commission only as set forth in
Division 5 below,
C. Any person filing an application for a Special Review Permit shall comply
wit'.. the COUNTY procedures and regulations as set forth herein. Any
expansion or enlargement of a Use by Special Review shall be treated as a new
USE and shall require a new application under the provisions of this Division.
D. Ordinary repairs and maintenance may be performed upon STRUCTURES
associated with a Use by Special Review so long as such repairs and
maintenance do not have the effect of expanding or enlarging the USE.
K. Applications for Special Review Permits shall be completed as set forth in
Section 23-2-260. The complete application and application fees shall be
submitted to the Department of Planning Services.
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F. The applicant or owner shall submit an Improvements Agreement
agreeing to construct the required improvements, as shown in the application,
plans and other supporting documents. The agreement shall be made in
conformance with the County policy on collateral for improvements. The
agreement shall be approved by the Hoard prior to recording the final exhibit or
plat, if applicable.
G. An application for a Special Review Permit shall include the entire LEGAL
LOT upon which the Special Review Permit will be located.
H. The applicant shall submit three (3) paper copies of the plat for
preliminary approval to the Department of Planning Services. Upon approval of
the paper copies, the applicant shall submit a Mylar plat, along with all other
documentation required as Conditions of Approval. The Mylar plat shall be
recorded in the office of the County Clerk and Recorder by the Department of
Planning Services. The plat shall be prepared in accordance with the
requirements of Subsection 23-2-260.D of this article. The Mylar plat and
additional requirements shall be recorded within one hundred twenty (120) days
from the date of the Board of County Commissioners Resolution. The applicant
shall be responsible for paying the recording fee. If a Use by Special Review
(USR) plat has not been recorded within one hundred twenty (120) days from the
date of the Board of County Commissioners Resolution, or within a date
specified by the Board of County Commissioners, the Board may require the
landowner to appear before it and present evidence substantiating that the Use
by Special Review (USR) has not been abandoned and that the applicant
possesses the willingness and ability to record the Use by Special Review (USR)
plat. The Board of County Commissioners may extend the date for recording
the plat. If the Board determines that conditions supporting the original approval
of the Use by Special Review CUSR) plat cannot be met, the Board may, after a
public hearing, revoke the Use by Special Review CUSP). (Weld County
Codification Ordinance 2000-1; Weld County Code Ordinance 2001-1; Weld
County Code Ordinance 2001-8; Weld County Code Ordinance 2007-14; Weld
County Code Ordinance 2009-8; Weld County Code Ordinance 2010- ; Weld
County Code Ordinance O11-3; Weld County Code Ordinance O123)
-
Acknowledged.
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11
Sec, 23-2 10. Duties of Department of Planning Services,
Any person wanting to apply for a Use by Special Review shall arrange for a.
preapplication conference with the Department of Planning Services.
A. The Department of Planning Services shall be responsible for
processing all applications for Special Review Permits in the unincorporated
areas of the COUNTY. The Department shall also have the responsibility of
ensuring that all application submittal requirements are met prior to initiating
any official action as listed below.
B. Upon determination that the application submittal is complete, the
Department of Planning Services shall:
1. Refer the application to the following agencies, when applicable, for
review and comment. The agencies named shall respond within twenty-
eight (28) days after the mailing of the application by the COUNTY, The
failure of any agency to respond within twenty-eight (28) days may be
deemed to be a favorable response to the Planning Commission. The
reviews and comments solicited by the COUNTY are intended to provide
the COUNTY with information about the proposed Use by Special Review.
The Planning Commission and Board of County Commissioners may
consider all such reviews and comments and may solicit additional
information if such information is deemed necessary. The reviews and
comments submitted by a referral agency are recommendations to the
COUNTY, The authority for making the decision to approve or deny the
request for a Special Review Permit rests with the Board of County
Commissioners.
a. The planning commission or governing body of any town and
county whose boundaries are within a three-mile radius of the
parcel under consideration for a Use by Special Review Permit.
b. The planning commission or governing body of any city or
town that has included the parcel in its MASTER PLANNING area or
Intergovernmental Agreement
c,Department of Public Health and Environment.
d. Department of Public Works to review the engineering
aspects of the proposal.
e. County Extension office..
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f. Colorado Department of Public Health and Environment.
g. Colorado Geological Survey.
h. Colorado Historical Society.
1. Colorado Department of Transportation.
j. Colorado State Division of Wildlife.
k. Colorado State Engineer, Division of Water Resources.
1. Colorado State Oil and Gas Conservation Commission.
m, Colorado Water Conservation Board.
n. U.S. Army Corps of Engineers.
o. U.S. Soil Conservation Service.
p.
US, Forest Service.
U.S. Bureau of Land Management.
Federal Aviation Administration.
Federal Communications Commis sion.
t, The appropriate fire district.
u. .any irrigation ditch company with facilities on or adjacent to
the parcel under consideration,
v. Any other agencies or individuals whose review the
Department of Planning Services, Planning Commission or Hoard of
County Commissioners deems necessary.
2. Prepare staff comments for use by the Planning Commission
addressing all aspects of the application, its conformance with Chapter 22
of this Code and any other applicable code provision or ordinance in
effect, adopted master plans of affected municipalities, sound land use
planning practices, comments received from agencies to which the
proposal was referred and standards contained in this Chapter.
3. Set a Planning Commission hearing date. The Board of County
Commissioners public hearing may also be set and be given legal notice
and posting, concurrent with setting of the Planning Commission hearing
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date and in accordance with Section 23-2-230.A. Otherwise, the Board
of County Commissioners public hearing shall be set after the Planning
Commission hearing.
4r An applicant may conduct a Neighborhood Meeting with area
landowners. Such meeting is not required, but may be suggested by the
Planning Services staff to encourage communication between a land use
applicant and the neighbors.
5. Give notice of the application for a Special Review Permit and the
public hearing date to those persons listed in the application as owners of
property located within five hundred (500) feet of the parcel under
consideration. Such notification shall be mailed, first-class, not less than
ten (10) days before the scheduled public hearing. Such notice is not
required by state statute and is provided as a courtesy to surrounding
property owners (the surface estate) . Inadvertent errors by the applicant
in supplying such list or the Department of Planning Services in sending
such notice shall not create a jurisdictional defect in the hearing process,
even if such error results in the failure of a surrounding property owner
to receive such notification.
6. A sign shall be posted for the applicant on the property under
consideration for a Use by Special Review permit. The sign shall be
posted adjacent to and visible from a publicly maintained road right-of-
way. In the event the property under consideration is not adjacent to a
publicly maintained road right-of-way, one 1 sign shall be posted in the
most prominent place on the property and a second sign posted at the
point at which the driveway (access drive) intersects a publicly
maintained road right-of-way. The sign shall be posted at least ten (10)
days prior to the hearing and evidenced with a photograph. The sign will
include the following information:
a. Special Review Permit number.
b, Date, place and time of Public Hearing.
c. Location and phone number of the public office where
additional information may be obtained.
d. Applicant's name.
e . Size of parcel of land.
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f. Type of request.
7. Arrange for legal notice of said hearing to be published in the
newspaper designated by the Board of County Commissioners for
publication of notices. At the discretion of the Board of County
Commissioners, a second notice may be published in a newspaper which
is published in the area in which the Use by Special Review is proposed.
Failure to publish the second notice shall not create a jurisdictional
defect in the hearing process. The date of publication shall be at least
ten (10) days prior to the hearing. (Weld County Codification Ordinance
2000-1; Weld County Code Ordinance 2001-1; Weld County Code
Ordinance 2003-10 Weld County Code Ordinance 2007-14; Weld County
Code Ordinance 2008- )
Acknowledged.
Sec. 23- -220, Duties of Planning Commission.
A. The Planning Commission shall hold a hearing to consider the application
for the Special Review Permit. The public hearing may involve either the
Special Review Permit application alone or may include the review of concurrent.
applications under the COUNTY's provisions for Overlay Districts Regulations in
Article V of this Chapter. The Planning Commission shall provide
recommendations to the Board of County Commissioners concerning the
disposition of the requested Special Review Permit. The Planning Commission
shall approve the request for the Special Review Permit only if it finds that the
applicant has met the standards or conditions of this Subsection A and Sections
23-2-240 and 23-2-250 of this Division. The applicant has the burden of proof
to show that the standards and conditions of this Subsection A and Sections 23-
- 40 and - - 250 are met. The applicant shall demonstrate:
1.. That the proposal is consistent with Chapter 22 of this Code and
any other applicable code provision or ordinance in effect.
The project conforms with Section 22-5-80 of Weld County's
Comprehensive Plan: Commercial and Mineral Resource Deposits Goals
and Policies. Expansion of human habitat and related pressures on area
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infrastructure is evident near this location and a majority of the
serviceable area within Weld County and Northern Colorado. Locally, the
Cities of Firestone and Mead are expanding into the St. Vrain Creek valley
with residential uses encroaching from the south, west, and north of the
tributary. While residential homes, primarily along existing unpaved Weld
County roads are bounded by significant open space, consistent with their
A -Agricultural standing, planned and existing residential zoning is
increasing to the south, and west and into the City of Firestone.
The entire state of Colorado is challenged by a continuum of human
migration into the state. The resulting urban development places an
inherent social, political, and economic impetus to enhance area
infrastructure, including the enhancements of area roadways along and
e ither side of Interstate 25 and Colorado Highway 85
With continued growth of human habitat and development, the products
that serve the construction of the attending infrastructure come from the
ground. The aggregate resource must be recovered before it is overtaken
by ever expanding urban development, or it is lost. Now is the time and
this is the geologically determined and economically feasible location from
which the proposed extraction activity must occur.
The extraction of aggregate resource is in fact resource conservation.
Beyond that, it is the essential preservative for every downstream
industry that relies upon it. Without it, those industries begin to shrink,
along with correlated revenues for state and local government, Impacts
would likely spread downstream from there, degrading schools and
e verything else dependent upon government revenue. Affected
populations would likely begin to flee an ever increasing tax burden,
further accelerating loss of revenues from ever diminished home
✓ aluations, loss of businesses, jobs, and ultimately the very infrastructure
itself.
It is a fact that the present and future economic vitality of the State of
Colorado and that of Weld County are intricately dependent upon
aggregate resources for every essential aspect of human habitat,
transportation, energy development, and other vital infrastructure needs.
Imagine the impact just on oil and gas activities if the supply of affordable
aggregate begins to dry up. Without a reliable source of aggregate, how
would oil and gas companies' access fields, create drilling pads, or support
their drilling locations and established sites? What would be the impact on
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residential development if local supplies of aggregate dry up? What would
happen to the costs of foundations for homes and correlated roadways if
aggregate must be brought in from increasingly longer haul distances? All
human infrastructures, urban and rural, all of it, requires an affordable
supply of aggregate (sand, gravel, and other earth resources); whether
utilized directly from the natural state or manufactured into different
essential products.
It is a correlated fact that the ever expanding urbanization of agricultural
land forms the greatest demand for this nonrenewable resource.
Simultaneously, it is this same urban population from which the majority of
social opposition forms to oppose the projects whose products sustain the
urban matrix and economy upon which that same population depends for
its continued economic and social vitality. The contradiction gives
evidence to the challenge to government to approve these projects
knowing that the political base that elects them expects them to mirror
their ignorance and hostility in the administration of regulatory code,
This divorce between the urban experience and the foundational land
resources that sustain it has served to undermine the very environmental
potentials of reclamation and restoration, even while the impacts from
urban systems form the greatest destructive force to the environment. It
is destruction about which the urban dweller is commonly and curiously,
clueless,
Aggregate simply must be taken where it is found, Ignorance is a poor
master, and the only thing left to protect wisdom is not Title 34; but the
knowledge and application of the purposes and protections provided under
Title 34 from those in government whose burden it is to understand and
apply it,
Extraction activity often creates a transition from agrarian activities and
functions as a buffer to both agrarian and natural systems. It is a fact that
human impact from extraction is less environmentally destructive and
more beneficially transformative than urban development. The result of
active mineral conservation and reclamation assured under Title 34 tends
to lessen the future density of encroaching urban development and
correlated infrastructure impacts on wildlife habitat. Urbanity remains a
desired and unavoidable characteristic of a healthy economy and its
attending society for which affordable aggregate is essential. The irony is
that it is the urban matrix that could benefit from the greater experience
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of the aggregate industry in applied reclamation and restoration in
nullifying consequential impacts to every facet of the environmental
matrix.
It remains the stated duty of any governing body in Colorado to aid in the
lawful recovery of these vital mineral resources under Title 34; and more
specifically, C.R.S. 34-1-305. Section 22-5-80 of Weld County's Code of
Regulations is consistent with Colorado law, both of which require that
this resource must be recovered prior to other development which would
otherwise impede access to it. The subsequent development of a diverse
multiple land use potential at this location, when complemented with sound
environmental parameters, as advanced under this application and the
attending 1M4LR permit exhibits, is in keeping with the spirit and intent of
the policies and goals of Weld County. Approval of the application will
allow the resource to be accessed and utilized in a responsible and orderly
manner as required under both Colorado law and the Weld County Code of
Regulations.
2. That the proposal is consistent with the intent of the district in
which the USE is located.
The application is an allowable and complementary use within the
Agricultural A District. Resource recovery simply cannot occur over lands
developed with houses and other structures. Under Title 34, the State of
Colorado and Weld County require the removal of a valuable mineral
deposit from those lands prior to any other development. This application
assures the conservation of the underlying valuable aggregate deposit will
occur in a manner that complements and enriches the surrounding
community.
Extraction produces more than aggregate, it provides for long term
continuity and downstream wealth in the form of jobs for all those who
utilize the products, it aids in the maintenance and necessary
improvements of aggregate dependent infrastructure, and assures a
revenue enl.le for state and county government and area school districts.
Reclamation of extracted lands will result in the creation of water storage
basins (Developed Water Resources), a return of indigenous vegetation
and cover for wildlife over the remaining dry lands, while acting as an
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e nduring buffer to urbanization and its relentless destruction and
conversion of natural and agricultural lands.
All lands affected above the anticipated final static water level of the
reservoirs will be returned to a beneficial and stabilizing cover of
predominantly native vegetation; except where existing access roads,
structures or other reasonable obstacles prevent it. Other reasonable
uses may be in the form of existing or continued agricultural uses, or a
mixture of other approved uses such as light residential, commercial, and
industrial.
Unlike other urban uses that intrude upon the agricultural districts,
e xtraction is fundamentally a transitional use that leaves the final land in a
configuration that that tends to complement the agricultural interface
while discouraging the later development of high density urban uses such
as residential land development. While residential development fragments
wildlife habitat with increasingly larger building footprints for dwellings,
along with incompatible landscapes and fence -works; the results following
e xtraction typically do not result in such permanent diminished
landscapes, habitats or densities.
The resulting basins create visual and functional amenities that harmonize
the scale, function, and vistas of surrounding agricultural lands and
habitats. The reclamation of extracted lands in fact often incorporate or
introduce concepts often lacking from other human development, including
the creation of edge effect resulting from the reintroduction of native
landscape and enhanced aquatic margins that will better complement and
aid wildlife; for the enduring benefit to, and visual enjoyment of, the
surrounding community.
The planned resource recovery activity is remote enough from existing,
yet encroaching, residential subdivisions as to form a comparatively
unobtrusive buffer between those existing high density urban populations
that commonly tend to clash with existing agricultural lands and activities.
The projected scale of operations are compatible with area dairy and farm
uses, yet do not intrude upon the level of background noise to existing
local residences beyond that already experienced along area highways
and roadways, The planned location of support related activities into an
e xisting hillside and away from area residences will further assure
diminished impact from noise and related effects.
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3. That the USES which would be permitted will be compatible with
the existing surrounding land USES.
The genesis of the location is associated with the development of
irrigation and the rise of sugar beet agriculture. Sugar beets were first
grown in Colorado in 1869, one year before members of a joint-stock
colonization company called the Union Colony of Colorado founded the
City of Greeley. The Last Chance Ditch Company was formed in 1872, in
tandem with topographic alterations to deliver the water to leveled
landscapes, converting grasslands and rangeland to crops, and more
specifically, sugar beets. By 1879, the state's agricultural college (later,
Colorado State University) confirmed the compatibility of the area soils
for sugar beet production.
As Colorado's mining industry declined in the 1880's, farming in Weld
County flourished. Beet processing began in Grand Junction in 1899.
Great Western Sugar Company was founded in 1903 and built two plants,
one in Loveland and one in Greeley. The company was incorporated in
1905 and by 1906 beet sugar factories had been constructed in Rocky
Ford, Loveland, Greeley, Eaton, Fort Collins, Longmont, Windsor, Sterling,
Fort Morgan and Brush.
Long before there were plans for extraction, significant land modification
had occurred on and surrounding Parcel 122. By 1910, the Union Pacific
Railroad began plans for a line to transport area beet production and coal.
The railroad town of Gowanda was built, and in 1911, the Dent line was
completed east of St. gain Creek and nearly a mile west of Parcel 122,
severing the floodplain from the location.
After the invention of pivot irrigation in 1948, land modification
accelerated over agricultural lands. Lands to the immediate east,
southeast, and south of Parcel 122 were leveled to provide a pathway for
the pivot. Materials were likely borrowed from portions of Parcel 122 to
aid in the surrounding land leveling for pivots. While Parcel 122 was not
configured well for a pivot, it later experienced land leveling and
manipulation of its remaining rangeland in order to open more acreage to
row crops. Manipulation of the area landscape continued into the first
decade of the Twenty-first Century.
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Under Title 34, specifically C.R.S. 34-1-305, the State of Colorado and
Weld County require the removal of a valuable mineral deposit from those
lands prior to development. The act of resource recovery and resulting
e nd use is allowable under the Weld County zoning designation of the A -
Agriculture zoned lands, which applies to the entire lands considered for
active extraction under this application. While the existing agricultural
lands will change into managed reservoirs that change is essential since
resource recovery and the benefits to segments of our society simply
cannot occur over lands developed with houses and other structures.
The extraction is necessary to attain both the resource and end use
objectives. Both extraction and the resulting basins are historically and
contemporaneously fully compatible with the surrounding lands. The
planned activities over the formerly modified and cropped lands will return
them to a desirable and valuable beneficial use, resulting in improved
visual and fiscal enhancement to both the principle and surrounding land
owners.
The location is flanked by properties in the A -Agriculture Zone.
Agricultural lands flanking the west boundary are actively under
e xtraction by our company, while immediately to the north along WCR 28
are lands permitted for extraction by another company. Extraction is
present and on -going further to the north, and west to St. gain Creek.
While two homes front the northern extraction limits, unless closer
distances are agreed to, extraction limits are maintained no closer than
125 feet from any existing residential structure. Subsequent area homes
will need to setback from planned extraction limits to the desired distance
acceptable by Weld County government at the time of their approval and
construction. Since extraction will rapidly fall below existing ground, it
will also gain distance from area residents as it moves south toward
planned support area(s). This will serve to minimize noise from extraction
e quipment
Agricultural stock ponds, land leveling, use of equipment to manipulate
land for crops, and other agricultural based activities are not uncommon in
agricultural locations. As shown on the included Colorado Division of
Reclamation Mining and Safety CCDRMS), Office of Mined Land
Reclamation COMLR) Exhibit C- 2: Extraction Plan Map, the greater
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concentration of support activity, parking, machinery and equipment
storage and stockpiling of materials is located in a manner that is removed
from area residences and muted by the area landscape and topography,
including the open space and hillsides of the predominantly cropped
agricultural fields and sinewy flanks of the old flood plain escarpment.
The location was selected to assure any noise emanating from an 80 -
decibel stationary support source will fall to background residential levels
(55 decibels) at 400 feet from the source. Potential impacts from noise
will be further diminished by placement of soil and resource stockpiles
within these location (s) and where salvaged soil for reclamation is placed
along perimeter segments above the extraction limits as needed or
desired.
The location is approached internally along its east boundary and away
from high density residential areas and roadways. Unlike other urban
uses that intrude upon the agricultural districts, extraction is a transitional
use that leaves the final land in a configuration that prevents future high
density urban development, common to residential. The resulting basins
create visual and functional amenities that harmonize the scale, function,
and vistas of surrounding lands, uses, and habitats.
Extraction will occur in the mineral reserve areas once they are no longer
occupied by support activities and correlated stockpiles. Extracted
material may also be transported by haul truck or existing/future conveyor
systems to our existing operations located to the west and north of the
project area.
While residential development fragments wildlife habitat with increasingly
larger building footprints for dwellings, along with incompatible
landscapes and fence -works; the results following extraction typically do
not result in such permanent diminished landscapes, habitats or densities.
Many extraction operations serve to increase wildlife diversity with time,
with reclamation providing functional space that is otherwise crowded out
by urban development. It is in fact, urban development that is so
fundamentally and permanently destructive of wildlife and wildlife
diversity. Hence the long-term health of wildlife is advanced by
extraction and reclamation, providing critical corridors, habitat, resting
areas and food sources for avifauna that were previously limited if not
nonexistent. The reclaimed site will better afford protection for diverse
wildlife species that would otherwise be lost to more fragmented and
destructive monocultures of urban yards and attending increased human
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disruption, including attending losses from traffic. Often, the post mine
landscape offers an obvious visual and environmental enhancement that
✓ eturns a diverse native cover of vegetation to an area formerly occupied
by a monoculture of crops.
The reclamation of extracted lands introduces concepts commonly lacking
in urban development. The more open design elements include the
creation of edge effect, resulting from the reintroduction of a more
diverse and native landscape, often incorporating enhanced aquatic
margins that better complement wildlife and scenic values. Overall, final
✓ eclamation of the extracted lands create features that better lend
themselves to the visual enjoyment by the surrounding community. The
Vicinity Map shows those properties currently under permitted extraction,
or otherwise owned or leased by companies that will eventually open
those lands to extraction.
4. That the USES which would be permitted will be compatible with
future development of the surrounding area as permitted by the existing
zoning and with the future development as projected by Chapter 22 of this
Code or MASTER PLANS of affected municipalities.
The project conforms with Section 22-5- 0 of Weld County's
Comprehensive Plan: Commercial and Mineral Resource Deposits Goals
and Policies. Expansion of human habitat and related pressures on area
infrastructure is already evident near this location.
The extraction of aggregate resource is in fact resource conservation, and
tends to lessen the future density of subsequent urban development
✓ esulting from the inevitable expansion of human habitat, supporting uses,
facilities and infrastructure. It is in fact this existing and ever expanding
urbanization of agricultural land that constitutes the greatest demand for
this nonrenewable resource. Without aggregate, accommodating an
expanding population is subordinated to maintaining the existing
infrastructure which rapidly begins to fail, along with the economic base
and downstream revenues that depend upon them. Imagine, Highways 85,
34, and I-25 as dirt roads.
Section 22-5- 0 of Weld County's Code of Regulations is consistent with
Colorado law, both of which require that this resource must be recovered
prior to other development which would otherwise impede access to it.
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The subsequent development of a diverse multiple land use potential at
this location, when complemented with sound environmental parameters,
as advanced under this proposal and the attending OMLR permit exhibits,
is in keeping with the spirit and intent of the policies and goals of Weld
County. Approval of the application will allow the resource to be
accessed and utilized in a reasonable and orderly manner as required
under both Colorado law and the Weld County Code of Regulations.
The proposal complements the surrounding land uses and mixed zoning.
Resource recovery simply cannot occur over lands developed with houses
and other structures. Where extraction occurs, the formerly modified and
cropped landscape will be replaced with water resources. Unlike other
urban uses that intrude upon the agricultural districts, extraction is a
transitional use that leaves the final land in a configuration that prevents
high density urban development.
The resulting basins create visual and functional amenities that harmonize
the scale, function, and vistas of surrounding agricultural lands and
habitats. While residential and other high density urban development
fragments wildlife habitat with increasingly larger building footprints,
incompatible landscapes, and isolating fence -works and adjacent
roadways; the results following extraction typically do not result in such
permanent diminished landscapes, habitats or densities. The reclamation
of extracted lands in fact often incorporate or introduce concepts often
lacking in other developmental impacts. The more open design elements
include the creation of edge effect resulting from the reintroduction of a
more native landscape with enhanced aquatic margins that better
complement and aid wildlife and scenic values. Overall, final reclamation
of the extracted lands create features that better complement and lend
themselves to the visual enjoyment of the surrounding community. The
Vicinity Map shows those properties currently under permitted extraction,
or otherwise owned or leased by companies that will eventually open
those lands to extraction.
Future Compatibility:
The resulting reservoirs foreseen under the reclamation plan will result in
lower density development toward the St. gain Creek watershed.
Agricultural conversion to other extraction and mixed industrial,
commercial and residential uses are already evident as shown on the
Vicinity Map. The water from the reservoirs can be made available for
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either urban or agricultural uses, but the basins alone are essential to
providing a means to store and manage available waters. Any subsequent
lower density development which may follow will still require necessary
approvals from Weld County Building Department prior to the construction
of any permanent structures, and from Weld County Planning, prior to the
utilization of the parcels for any subsequent light residential, commercial
or industrial uses beyond those already indicated under this submittal, and
specifically indicated on ()MLR Exhibit F: Reclamation Plan Map.
b. That the application complies with Article V of this Chapter if the
proposal is located within the Overlay District Areas identified by maps
officially adopted by the COUNTY.
The location is zoned A - Agriculture. The project location is outside any
Weld county Overlay District. The location is outside of any known
geologic hazard. The location is not within the Weld County Airport
`Influence Zone.' The project does not lie within the floodplain or any
portion of the defined flood -way of St. Vrain Creek. The Dent line of the
Union Pacific Railroad, established in 1911, divorced the floodplain proper
from St. Train Creek to the east of the remaining railroad bed.
6. That if the USK is proposed to be located in the A (Agricultural)
Zone District, the applicant has demonstrated a diligent effort has been
made to conserve PRIME FARMLAND in the locational decision for the
proposed USE.
Some of the identified soils are Prime Irrigated Soils as designated on the
U.S.D.A. Map titled, Important Farmlands of Weld County. Since
extraction will result in basins and reclaimed to water storage reservoirs,
the marginal soils overlying the aggregate resource will be salvaged and
set aside for reclamation to the extent necessary and prescribed under the
approved OMLR permit. Excess soil will be made commercially available.
Replacement of the entire soil is not practical since resource recovery is
dictated by the underlying deposit and the resulting basin area will
generate more soil than is needed for the reaffected land remaining above
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the anticipated static water level of the basins and otherwise requiring
revegetation.
When considering that the project location will be reclaimed to higher end
uses while making available the resource for raw construction materials,
the loss of some soil is unavoidable and necessary for the sake of the
greater infrastructure needs of the community. All soil will find a
productive use, either in the reclamation of affected lands not otherwise
occupied by on -site access or other uses, or by the ever increasing urban
communities, or local agricultural base. For a more comprehensive
treatment of how the project meets the other goals and policies of the
Comprehensive Plan and surrounding uses, please refer to Sec. 23-2 260,
below.
7, That there is adequate provision for the protection of the health,
safety and welfare of the inhabitants of the NEIGHBORHOOD and the
COUNTY,
The location as it is extracted will by its nature diminish any potential for
fire or flood to surrounding lands. The localized access surrounding the
basins, and the extraction itself resulting in basins below original ground
will serve to cause direct precipitation to drain internally or otherwise
serve to route or divert external overland flows to existing waterways,
and in general serve as a firebreak to surrounding lands.
The nature of the extraction is intended to work the perimeters of the
limits of extraction inward and away from area roadways and residences.
By getting behind hillsides or below ground level, sounds from operations
will be muted by the resulting topography. Internal access to operations
is situated as far away as possible from nearby homes. Access into and
out of the permit area optimizes visibility to fellow travelers, while
distancing itself as far away as possible from residential homes.
Dust is minimized from leaving the project area by the extraction of moist
materials in a project area managed under the authority of a Colorado
Department of Health Fugitive Dust Permit. Waters are managed and
protected under authority of the Colorado Department of Health
stormwater and discharge permit requirements and Colorado Division of
Water Resources. Health and Safety of on -site personnel and visitors are
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managed under authority of the federal MHA program. All planned
e xtraction, reclamation, phasing, timelines, life of the mine and warranty
considerations are regulated under the State of Colorado Division of
Reclamation Mining and Safety CCDRMS), office of Mined Land
Reclamation COMLR).
Reclamation of affected lands follows closely behind extraction activities,
as provided for under the Colorado Office of Mined Land Reclamation
[OMLR] permit, and described in detail under ()MLR Exhibit E Reclamation Plan and Exhibit F - Reclamation Map, of that permit. Visual
impacts during and subsequent to extraction and reclamation activities are
e ased by the location below and away from area residences and by the
n atural topography broken by variegated vegetation and a vast spatial
separation.
The Secretary of the Planning Cor • mission shall forward the official
recommendation of the Planning Commission and the information contained in
the official record, which includes the Department of Planning Services case file,
to the Clerk to the Board within ten (1O) days after said recommendation has
been made.
Acknowledged.
C. If the Planning Commission recommendation is conditional upon the
applicant completing certain specified items prior to the publication of the notice
for the hearing by the Board of county Commissioners,. the ten-day period shall
commence upon submission of the items by the applicant to the Department of
Planning Services. (Weld County Codification Ordinance 2000-1)
Acknowledged.
Sec. 2'3
r)
230. Duties of Board of County Commissioners,
A. The Board of County Commissioners shall:
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June 2017
27
1, set a Board of County Commissioners public hearing, to take place
not more than forty-five (45) days after receipt of the Planning
Commission recommendation, or upon request of the applicant, for
consideration of the proposed Special Review Permit.
2. Arrange for legal notice of said hearing to be published once in the
newspaper designated by the Board of County Commissioners for
publication of notices. At the discretion of the Board of County
Commissioners, a second notice may be published in a newspaper which is
published in the area in which the Use by Special Review is proposed,
The failure to publish the second notice shall not create a jurisdictional
defect in the hearing process. The date of publication shall be at least ten
(10) days prior to the hearing.
3. Give notice of the application for a Special Use Permit and the
public hearing date to those persons listed in the application as owners of
property located within five hundred (500) feet of the parcel under
consideration. Such notification shall be mailed, first class, not less than
ten (10) days before the scheduled public hearing. Such notice is not
required by state statute and is provided as a courtesy to surrounding
property owners (the surface estate .. Inadvertent errors by the applicant
in supplying such list or the Board of County Commissioners in sending
such notice shall not create a jurisdictional defect in the hearing process,
even if such error results in the failure of a surrounding property owner to
receive such notification.
4.. Arrange for the Department of Planning Services to post a sign on
the property under consideration for a Special Review Permit according to
the requirements of Section 23-2- 10 B/I of this Article,
Acknowledged,
The Board of County Commissioners shall hold a public hearing to
consider the application and to take final action thereon. In making a
decision on the proposed Use by Special Review, the Board of County
Commissioners shall consider the recommendation of the Planning
Commission, and from the facts presented at the public hearing and the
information contained in the official record which includes the Department
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Parcel 122 — Resource Development Project June 2017
of Planning Services case file, the Board of County Commissioners shall
approve the request for the Special Review Permit only, if it finds that the
applicant has met the standards or conditions of this Subsection B and
Sections 23-2-240 and 23-2-250 of this Division. The applicant has the
burden of proof to show that the standards and conditions of this
Subsection B and Sections 23-2-240 and 23-2- 50 of this Division are
met. The applicant shall demonstrate:
1. That the proposal is consistent with Chapter 22 and any other
applicable code provisions or ordinances in effect.
The project conforms with Section 22-5- o of Weld County's
Comprehensive Plan: Commercial and Mineral Resource Deposits Goals
and Policies. Expansion of human habitat and related pressures on area
infrastructure is already evident near this location. The entire state of
Colorado continues to be challenged by human migration into the state,
and the resulting urban development is shaping State policies to enhance
area infrastructure, including the enhancements of area roadways along
and either side of Interstate 25 and Colorado Highway 85, for which this
location is ideally situated to serve.
With continued growth of human habitat and development, the products
that serve the construction of this infrastructure come from the ground.
The aggregate resource must be recovered before it is overtaken by ever
e xpanding urban development, or it is lost. Now is the time and this is the
geologically determined and economically feasible location from which the
proposed extraction activity must occur.
It is a fact that the present and future economic vitality of the State of
Colorado and that of Weld County are intricately dependent upon
aggregate resources for every aspect of human habitat, transportation,
e nergy development, and other vital infrastructure needs. For example;
oil and gas activities could be impaired without a reliable supply of
aggregate resources for their operations, facilities, and improvements
n ecessary to access fields, create pads, and support their drilling
locations. It all requires aggregate (sand, gravel, and other earth
resources); whether utilized directly from the natural state or processed
into different essential products.
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The extraction of agree ate resource is in fact resource conservation. It
is a correlated fact that the ever expanding urbanization of agricultural
land forms the greatest demand for this nonrenewable resource, while
simultaneously forming social opposition to the very products needed to
sustain the urban matrix and economy. The contradiction gives evidence
to the divorce between the urban experience, and the foundational land
resources that sustain it. Aggregate simply must be taken where it is
found.
The result of active mineral conservation and reclamation tends to lessen
the future density of subsequent urban development
that results from the inevitable expansion of human habitat, supporting
uses, facilities and infrastructure; all of which are the desired and
unavoidable characteristics of a healthy economy and its attending
society. It is the stated duty of any governing body in Colorado to aid in
the lawful recovery of these vital resources under Title 34 (specifically,
C.R.S. 34-1-305). Future generations will suffer if Title 34 is not
recognized, observed, and enforced.
Section 22-5- 0 of Weld County's Code of Regulations is consistent with
Colorado law, both of which require that this resource must be recovered
prior to other development which would otherwise impede access to it.
The subsequent development of a diverse multiple land use potential at
this location, when complemented with sound environmental parameters,
as advanced under this application and the attending °MLR permit
exhibits, is in keeping with the spirit and intent of the policies and goals of
Weld County. Approval of the application will allow the resource to be
accessed and utilized in a reasonable and orderly manner as required
under both Colorado law and the Weld County Code of Regulations.
2. That the proposal is consistent with the intent of the district in
which the USE is located.
The application is an allowable and complementary use within the
Agricultural A District. Resource recovery simply cannot occur over lands
developed with houses and other structures. Under {Title 34, the State of
Colorado and Weld County require the removal of a valuable mineral
deposit from those lands prior to any other development. This application
assures the conservation of the underlying valuable aggregate deposit will
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occur in a manner that complements and enriches the surrounding
community. Extraction produces more than aggregate; it provides for long
term continuity and downstream wealth in the form of jobs for all those
who utilize the products; it aids in the maintenance and necessary
improvements of aggregate dependent infrastructure; and it assures long
term revenue for state and county government and area school districts.
Reclamation of extracted lands will result in the creation of water storage
basins (Developed Water Resources) over the majority of the location, and
a buffer to increasing urbanization of natural and agricultural lands.
All lands affected above the anticipated final static water level of the
reservoirs will be returned to a beneficial and stabilizing cover of
predominantly native vegetation; except where existing access roads,
structures or other reasonable obstacles prevent it, Other reasonable
obstacles may be in the form of existing or continued agricultural uses, or
a mixture of other approved uses such as light residential, commercial;
and industrial,
Unlike other urban uses that intrude upon the agricultural districts,
extraction is fundamentally a transitional use that leaves the final land in a
configuration that discourages the later development of high density urban
uses such as residential land development. While residential development
fragments wildlife habitat with increasingly larger building footprints for
dwellings along with incompatible landscapes and fence -works; the
results following extraction typically do not result in such permanent
diminished landscapes, habitats or densities.
The resulting basins create visual and functional amenities that harmonize
the scale, function, and vistas of surrounding agricultural lands and
habitats. The reclamation of extracted lands in fact often incorporate or
introduce concepts often lacking from other human development, including
the creation of edge effect resulting from the reintroduction of native
landscape and enhanced aquatic margins that will better complement and
aid wildlife, scenic values, water resources; to the long term benefit and
visual enjoyment of the surrounding community.
The planned resource recovery activity is remote enough from existing,
yet encroaching, residential subdivisions to remain comparatively
unobtrusive to those existing high density populations. The projected
scale of operations are compatible with area dairy and farm uses, yet do
not intrude upon the level of background noise to existing local residences
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beyond that already experienced along area highways and roadways. The
planned location of support related activities into an existing hillside and
away from area residences will further assure diminished impact from
noise and related effects of planned operations.
3. That the USES which would be permitted will be compatible with
the existing surrounding land USES.
The genesis of the location is associated with the development of
irrigation and the rise of sugar beet agriculture. Sugar beets were first
grown in Colorado in 1869, one year before members of a joint-stock
colonization company called the Union Colony of Colorado founded the
City of Greeley. The Last Chance Ditch Company was formed in 1872, in
tandem with topographic alterations to deliver the water to leveled
landscapes, converting grasslands to crops. By 1879, the state's
agricultural college (later, Colorado State University) confirmed the
compatibility of the area soils for sugar beet production.
As Colorado's mining industry declined in the 1880's, farming in Weld
County flourished. Beet processing began in Grand Junction in 1899.
Great Western Sugar Company was founded in 1903 and built two plants,
one in Loveland and one in Greeley. The company was incorporated in
1905 and by 1906 beet sugar factories had been constructed in Rocky
Ford, Loveland, Greeley, Eaton, Fort Collins, Longmont, Windsor, Sterling,
Fort Morgan and Brush.
Long before there were plans for extraction, significant land modification
had occurred on and surrounding Parcel 122. By 1910, the Union Pacific
Railroad began plans for a line to transport area beet production and coal.
The railroad town of Gowanda was built, and in 1911, the Dent line was
completed east of St. gain Creek and nearly a mile west of Parcel 122,
severing the floodplain from the location. After the introduction of pivot
irrigation land modification accelerated and lands to the immediate east,
southeast, and south were leveled to provide ide a pathway for the pivot.
Materials were likely borrowed from portions of Parcel 122, which also
experienced land leveling and manipulation throughout the Twentieth
Century.
By this submittal, the owner proposes to alter these lands again, by similar
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land modification, for well established purposes of beneficial land use that
further develops the attending water resources, while strengthening the
area economy. All lands reaffected e cte d by planned activities and remaining
above the anticipated static water level of the resulting reservoirs will be
✓ eturned to a beneficial and stabilizing cover of predominantly native
vegetation; except where existing access roads, structures or other
✓ easonable obstacles prevent it, or as otherwise modified by uses and
✓ elated structures allowed under the applicable zoning designation
Under Title 34, the State of Colorado and Weld County require the
✓ emoval of a valuable mineral deposit from those lands prior to
development. The act of resource recovery and resulting end use is
allowable under the Weld County zoning designation of the A -Agriculture
zoned lands, which applies to the entire lands considered for active
e xtraction under this application. While the existing agricultural lands will
change into managed reservoirs, the change is essential since resource
✓ ecovery and the benefits to segments of our society simply cannot occur
over lands developed with houses and other structures.
The extraction is necessary to attain both the resource and end use
objectives. Both extraction and the resulting basins are historically and
contemporaneously fully compatible with the surrounding lands. The
planned activities over the formerly modified and cropped lands will return
them to a desirable and valuable beneficial use, resulting in improved
visual and fiscal enhancement to both the principle and surrounding land
owners,
The location is flanked by properties in the A -Agriculture Zone.
Agricultural lands flanking the west boundary are actively under
e xtraction by our company, while immediately to the north along WCR 28
are lands permitted for extraction by another company. Extraction is
present and on -going further to the north, and west to St. Train Creek.
While two homes front the northern extraction limits, unless closer
distances are agreed to, extraction limits are kept no closer than 125 feet
from any existing residential structure. Since extraction will rapidly fall
below existing ground, it will also gain distance from area residents as it
moves south toward planned support area(s). This will serve to minimize
noise from extraction equipment.
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Further, support activities near the extreme south and center of planned
operations are designed to minimize any noise emanating from a
stationary 80 decibel source, which falls to background residential level
(55 decibels) at 400 feet from the source.
Extraction will occur in the mineral reserve areas once they are no longer
occupied by support activities and correlated stockpiles. Extracted,
material may also be transported by haul truck or existing/future conveyor
systems to our existing operations located to the west and north of the
project area.
Agricultural stock ponds, land leveling, use of equipment to manipulate
land for crops, and other agricultural based activities are not uncommon in
agricultural locations. As shown on the included Colorado Division of
Reclamation Mining and Safety CCDRMS), Office of Mined Land
Reclamation COMLR) Exhibit C-2: Extraction Plan Map, the greater
concentration of support activity, parking, machinery and equipment
storage and stockpiling of materials is located in a manner that is removed
from area residences and muted by the area landscape and topography,
including the open space and hillsides of the predominantly cropped
agricultural fields and sinewy flanks of the old flood plain escarpment.
The location is approached internally along its east boundary and away
from high density residential areas and roadway.
Unlike other urban uses that intrude upon the agricultural districts,
extraction is a transitional use that leaves the final land in a configuration
that prevents future high density urban development, common to
residential subdivision for example. The resulting basins create visual
and functional amenities that harmonize the scale, function, and vistas of
surrounding lands, uses, and habitats.
While residential development fragments wildlife habitat with increasingly
larger building footprints for dwellings, along with incompatible
landscapes and fence -works; the results following extraction typically do
not result in such permanent diminished landscapes, habitats or densities.
Many extraction operations serve to enhance wildlife habitat and diversity
with time, with reclamation providing functional space that is otherwise
crowded out by urban development that is so fundamentally and
permanently destructive of wildlife and wildlife diversity. Hence the long-
term health of wildlife is advanced by extraction and reclamation,
providing critical corridors, habitat, and protection for diverse wildlife
species that would otherwise be lost. Often, the post mine landscape
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offers an obvious enhancement that returns a diverse native cover of
vegetation to an area formerly occupied by a monoculture of crops or
worse, the useless array of bluegrass lawns that destroy any hope of
benefit to wildlife or man, and increase the road kill from increased urban
traffic that is so irresolutely devastating to area avifauna and terrestrial
wildlife.
The reclamation of extracted lands in fact often incorporates or
introduces concepts commonly lacking in urban development. The more
open design elements include the creation of edge effect resulting from
the reintroduction of a more diverse and native landscape, often
incorporating enhanced aquatic margins that better complement wildlife
and scenic values. Overall, final reclamation of the extracted lands create
features that better lend themselves es to the visual enjoyment by the
surrounding community. The Vicinity Map shows those properties
currently under permitted extraction, or otherwise owned or leased by
companies that will eventually open those lands to extraction.
4. That the USES which would be permitted will be compatible with
the future DEVELOPMENT of the surrounding area as permitted by the
e xisting zone and with future DEVELOPMENT as projected by Chapter 22
of this Code and any other applicable code provisions or ordinances in
e ffect, or the adopted MASTER PLANS of affected municipalities.
The project conforms with Section 22-5- 0 of Weld County's
Comprehensive Plan: Commercial and Mineral Resource Deposits Goals
and Policies. Expansion of human habitat and related pressures on area
infrastructure is already evident near this location.
The extraction of aggregate resource is in fact resource conservation, and
tends to lessen the future density of subsequent urban development
resulting from the inevitable expansion of human habitat, supporting uses,
facilities and infrastructure. It is in fact this existing and ever expanding
urbanization of agricultural land that constitutes the greatest demand for
this nonrenewable resource. Without aggregate, accommodating an
e xpanding population is subordinated to maintaining the existing
infrastructure which rapidly begins to fail, along with the economic base
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and downstream revenues that depend upon them. Imagine, Highways 85,
34, and I- 25 as dirt roads.
Section 22-b-80 of Weld County's Code of Regulations is consistent with
Colorado law, both of which require that this resource must be recovered
prior to other development which would otherwise impede access to it.
The subsequent development of a diverse multiple land use potential at
this location, when complemented with sound environmental parameters,
as advanced under this proposal and the attending ()MLR permit exhibits,
is in keeping with the spirit and intent of the policies and goals of Weld
County. Approval of the application will allow the resource to be
accessed and utilized in a reasonable and orderly manner as required
under both Colorado law and the Weld County Code of Regulations.
The proposal complements the surrounding land uses and mixed zoning.
Resource recovery simply cannot occur over lands developed with houses
and other structures. Where extraction occurs, the formerly modified and
cropped landscape will be replaced with water resources. Unlike other
urban uses that intrude upon the agricultural districts, extraction is a
transitional use that leaves the final land in a configuration that prevents
high density urban development, common to residential subdivision for
example.
The resulting basins create visual and functional amenities that harmonize
the scale, function, and vistas of surrounding agricultural lands and
habitats. While residential development fragments wildlife habitat with
increasingly larger building footprints for dwellings along with
incompatible landscapes and fence -works; the results following extraction
typically do not result in such permanent diminished landscapes, habitats
or densities. The reclamation of extracted lands in fact often incorporate
or introduce concepts often lacking in other developmental impacts. The
more open design elements include the creation of edge effect resulting
from the reintroduction of a more native landscape with enhanced aquatic
margins that better complement and aid wildlife and scenic values.
Overall, final reclamation of the extracted lands create features that better
complement and lend themselves to the visual enjoyment of the
surrounding community. The Vicinity Map shows those properties
currently under permitted extraction, or otherwise owned or leased by
companies that will eventually open those lands to extraction.
Future Compatibility:
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The resulting reservoirs foreseen under the reclamation plan will result in
lower density development toward the St. Vrain Creek watershed.
Agricultural conversion to other extraction and mixed industrial,
commercial and residential uses are already evident as shown on the
Vicinity Map. The water from the reservoirs can be made available for
either urban or agricultural uses, but the basins alone are essential to
providing a means to store and manage available waters. Any subsequent
lower density development which may follow will still require necessary
approvals from Weld County Building Department prior to the construction
of any permanent structures, and from Weld County Planning, prior to the
utilization of the parcels for any subsequent light residential, commercial
or industrial uses beyond those already indicated under this submittal, and
specifically indicated on ()MLR Exhibit C- 2: Extraction Plan Map.
5. That the application complies with Article V of this Chapter if the
proposal is located within any Overlay District Area identified by maps
officially adopted by the County.
The location is zoned A - Agriculture. The project location is outside any
Weld County Overlay District. The location is outside of any known
geologic hazard. The location is not within the Weld County Airport
'Influence Zone. The project does not lie within the floodplain or any
portion of the defined floodway of St. gain Creek. The Dent line of the
Union Pacific Railroad, established in 1911, divorced the floodplain from
St. Vrain Creek to the east of the remaining railroad bed..
6. That if the USE is proposed to be located in the A (Agricultural)
Zone District, the applicant has demonstrated a diligent effort has been
made to conserve PRIME FARMLAND in the locational decision for the
proposed use.
Some of the identified soils are Prime Irrigated Soils as designated on the
U.S.D.A. Map titled, Important Farmlands of Weld County. Since
extraction will result in basins and reclaimed to water storage reservoirs,
the marginal soils overlying the aggregate resource will be salvaged and
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set aside for reclamation to the extent necessary and prescribed under the
approved OMLR permit. Excess soil will be made commercially available.
Replacement of the entire soil is not practical since resource recovery is
dictated by the underlying deposit and the resulting basin area will
generate more soil than is needed for the reaffected land remaining above
the anticipated static water level of the basins and otherwise requiring
revegetation.
When considering that the project location will be reclaimed to higher end
uses while making available the resource for raw construction materials,
the loss of some soil is unavoidable and necessary for the sake of the
greater infrastructure needs of the community. All soil will find a
productive use, either in the reclamation of affected lands not otherwise
occupied by on -site access or other uses, or by the ever increasing urban
communities, or local agricultural base. For a more comprehensive
treatment of how the project meets the other goals and policies of the
Comprehensive Plan and surrounding uses, please refer to Sec. 23-2-260,
below. Aggregate resources projects that are reclaimed as Water Storage
preserves Prime Ag land from dry up in the future. We could reference
Colorado Water Plan or the South Platte Basin Implementation Plan
7. That there is adequate provision for the protection of the health,
safety and welfare of the inhabitants of the NEIGHBORHOOD and the
COUNTY.
The location as it is extracted will by its nature diminish any potential for
fire or flood to surrounding lands. The localized access surrounding the
basins, and the extraction itself resulting in basins below original ground
will serve to cause direct precipitation to drain internally or otherwise
serve to route or divert external overland flows to existing waterways,
and in general serve as a firebreak to surrounding lands.
The nature of the extraction is intended to work the perimeters of the
limits of extraction inward and away from area roadways and residences.
By getting behind hillsides or below ground level, sounds from operations
will be muted by the resulting topography. Internal access to operations
is situated as far away as possible from nearby homes. Access into and
out of the permit area optimizes visibility to fellow travelers, while
distancing itself as far away as possible from residential homes.
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Dust is minimized from leaving the project area by the extraction of moist
materials in a project area managed under the authority of a Colorado
Department of Health Fugitive Dust Permit. Waters are managed and
protected under authority of the Colorado Department of Health
stormwater and discharge permit requirements and Colorado Division of
Water Resources. Health and Safety of on -site personnel and visitors are
managed under authority of the federal MSHA program. All planned
e xtraction, reclamation, phasing, timelines, life of the mine and warranty
considerations are regulated under the State of Colorado Division of
Reclamation Mining and Safety CCDRMS), office of Mined Land
Reclamation COMLR).
Reclamation of affected lands follows closely behind extraction activities,
as provided for under the Colorado Office of Mined Land Reclamation
EOMLR] permit, and described in detail under OMLR Exhibit E -
Reclamation Plan and Exhibit F - Reclamation Map, of that permit. Visual
impacts during and subsequent to extraction and reclamation activities are
e ased by the location below and away from area residences and by the
n atural topography broken by variegated vegetation and a vast spatial
separation.
C. Where reasonable methods or techniques are available to mitigate any
negative impacts which could be generated by the proposed USE upon the
surrounding area, the Board of County Commissioners may condition the
decision to approve the Special Review Permit upon implementation of such
methods or techniques and may require sufficient performance guarantees to be
posted with the COUNTY to guarantee such implementation.
Acknowledged.
D. Upon the Board of County Commissioners making its final decision, a
resolution setting forth that decision will be drafted and signed. A record of
such action and a copy of the resolution will be kept in the files of the Clerk to
the Hoard.
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Acknowledged.
K. If the Special Review Permit is approved, the Board of County
Commissioners shall arrange for the Department of Planning services to record
the Special Review Permit Plan map with the County Clerk and Recorder. (Weld
County Codification Ordinance 2000 1; Weld County Code Ordinance 2007-14)
Acknowledged.
Sec. 23 - -240. Design Standards.
A. An applicant for a Use by Special Review shall demonstrate compliance
with the following design standards in the application and shall continue to meet
these standards if approved for DEVELOPMENT.
1. Adequate water service in terms of quality, quantity and
dependability is available to the site to serve the USES permitted.
Bottled drinking water will be available for employees and visitors. Varra
Companies, Inc. also has rights to its own water that it will utilize for all
other project needs. A substitute supply plan will be submitted to the
Colorado Office of the State Engineer - Division of Water resources, as
developed by Cheryl Signs Engineering. The applicant shall present a
copy of the approved well permit to the Department of Planning Services
prior to recording the Plat or otherwise, prior to exposing groundwater at
the location, or as otherwise designated by the Board of County
Commissioners. The information provided by the applicant's water
engineer in Sec. 23-4-260 (13) and The Water Supply Information Sheet
as submitted to fulfill Sec. 30-28-133 Cd), C.R.S., is consistent with that
included in the submittals to the State Engineer as part of the applicant's
assurance that operations will not result in an injury to vested and
conditional water rights.
2. Adequate sewer service is available to the site to serve the USES
permitted.
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While there are not existing sanitary facilities for the planned activities,
prior to on -set of operations, the operator will provide two (2)
commercially available port -o -lets, accessible to both employees and
visitors.
3.. If soil conditions on the site are such that they present moderate or
severe limitations to the construction of STRUCTURES or facilities
proposed for the site, the applicant has demonstrated how such limitations
can and will be mitigated.
The soils described and shown on the vicinity map do not pose any
restrictions to the facilities or uses planned under this submittal. The
Weld County Soil Survey Soil Table, providing a complete listing of all
soils and their limitations as they occur over the project area, is included
in the addendum under OMLR Exhibit I/J - Soils and Vegetation
Information.
4. Adequate fire protection measures are available on the site for the
STRUCTURES and facilities permitted.
A scalehouse, or any attending structures, will be provided with fire
alarms and extinguishers. Heavy equipment is provided with fire
extinguishers to the extent required by MSHA or the local fire district.
Our existing extraction operations to the immediate east, Weld County
Road 28 to the north, and combined with on -site haul roads along the
basin perimeters, and irrigation ditch works that presently surround the
property; function as fire breaks in the event of any potential grass fire.
In general, the nature of the planned extraction activity will tend to reduce
the potential for wildfire over the existing property by the removal of live
plants and dead litter. Personnel are also trained under federal MSHA
requirements in fire safety.
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5, USES shall comply with the following stormwater management
standards:
a. Stormwater retention facilities shall be provided on -site
which are designed to retain the stormwater runoff from the fully
developed site from a one -hundred -year storm or as otherwise
required by the Department of Public Works. In the case of a
LIVESTOCK CONFINEMENT OPERATION L, .0.), wastewater
collection, conveyance and retention facilities shall be designed and
constructed in accordance with the Confined Animal Feeding
Operation Control Regulations (5 CCR 1002-19).
Upland overland flows are directed around and away from
extraction area by existing access roads, irrigation pathways and
on -site waterways. Within the extraction areas, stormwater drains
inward toward the resulting basin. All stormwater is managed under
an existing approved Stormwater permit COG501584.
b. The drainage facilities shall be designed to release the
retained water at a quantity and rate not to exceed the quantity and
rate of a five-year storm falling on the LADEVKLOPED site.
During extraction activity, groundwater will be discharged into a
nearby established drainageways (unnamed seep ditches) in order
to maintain the resulting basin until completion of reclamation of the
basin for water storage. The location of the planned discharge
locations are shown on OMLR Exhibit C-2: Extraction Plan.
Groundwater discharge is provided for under an approved
stormwater discharge permit issued by the Colorado Department of
Health (00050154).
The intersecting irrigation ditch lateral, surrounding drainageways,
and access roads form an existing barrier to the transportation of
intercepted direct precipitation, and tend to limit the introduction of
waters from overland flows from any upland watershed, such as the
pivot irrigated lands above the floodplain escarpment to the south.
The majority of any upland water will flow into and around the
location along existing channels, or otherwise be intercepted by
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other unaffected channels, including the existing irrigation ditch
laterals.
The extraction of materials will cause direct precipitation to drain
internally toward the resulting basins. Above basin portions of the
operation, including any plant site, stockpiles, haul roads, and other
operational features are located on existing or excavated near table
topography. All on -site drainage is managed under the approved
Stormwater Management Plan.
6. All parking and vehicle storage shall be provided on the site; parking
shall not be permitted within any public right-of-way. An adequate
parking area shall be provided to meet the parking needs of employees,
company vehicles, visitors and customers.
Parking will be commonly limited to the plant and stockpile area identified
on O1\4LR Exhibit 0-2: Extraction Plan Map, except where internal
operations are necessary to the extraction, transport, communication and
maintenance of extraction activities and equipment, and for the necessary
access by authorized personnel or support services. Employee parking
will be flexible to better accommodate internal operations as necessary
respective of the extraction, transport, communication and maintenance of
extraction activities and equipment, and for the necessary access by
authorized personnel or support services. Visitor parking will be available
at the scalehouse.
7. The USE shall comply with all the SET tACK and OFFSET
requirements of the zone district.
Acknowledged and provided for. Extraction will be no closer than 10,0±
feet from any structure, easement or right-of-way, and no closer than
125.0± feet from the exterior of any residential structure not owned or
controlled by the operator (refer to the Vicinity Map and IM4LR Exhibit C
2: Extraction Plan Map). This statement governs over any departure in
graphical representation on a map, unless closer distances are approved
with the owner of said structures to allow for the distance variations
represented by the extraction limits shown.
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. The access shall be located and designed to be safe; ingress and
egress shall not present a safety hazard to the traveling public or to
the vehicle accessing the property. For USES generating high traffic
volumes and large number of large, slow -accelerating vehicles,
acceleration and deceleration lanes may be required to mitigate a
potential traffic hazard.
The location of the designated primary access road entrance from the
northeast corner of the permit along the east permit boundary will tend to
minimize impact to area residences. While existing agricultural access are
preserved as secondary access for senior personnel and the
landowners/users, all visitors and laborers will utilize the primary access.
Parking will be commonly limited to the plant and stockpile area identified
on ()MLR Exhibit C-2: Extraction Plan Map, except where internal
operations are necessary to the extraction, transport, communication and
maintenance of extraction activities and equipment, and for the necessary
access by authorized personnel or support services. Employee parking
will be flexible to better accommodate internal operations as necessary
respective of the extraction, transport, communication and maintenance of
extraction activities and equipment, and for the necessary access by
authorized personnel or support services. Visitor parking will be available
at the scalehouse.
All Varra Company, Inc. personnel are encouraged to observe area speed
limits in established company safety policy. Posted speed limits of lb
mph will be evident along the primary access road, or as otherwise
determined in cooperation with U.S. MSHA requirements. Minimum
specification of access where they meet Weld County roads, as specified
in Part 9, below, will be honored.
9. New accesses to public rights -of -way shall be constructed using
the following as minimum standards:
a. Size of drainage structure - twelve (12) inches in diameter.
b. Length of drainage structure - twenty (20) feet.
c. Depth of cover over pipe — twelve (1 2) inches.
d. Width of access — fifteen (15) feet.
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Maximum grade of access - fifteen percent (15%).
f, Flare radius - twenty (20) feet,
g. Depth of surfacing - four (4) inches. Standards exceeding
these minimums may be required depending on the type and volume
of vehicles generated by the type of USE proposed.
The above minimum standards will be applied as described, or as
otherwise determined in cooperation with the Weld County Department of
Road & Bridge, however, there are no new access to public rights -of -way
under this application. There are existing points of internal access which
will be upgraded to meet the needs of turning semi truck and trailer
combinations and other heavy equipment transport to and from the project
location. The primary access is shown on ()MLR Exhibit C-2: Extraction
Plan Map,
10. Buffering or SCREENING of the proposed USE from ADJACENT
properties may be required in order to make the determination that the
proposed USE is compatible with the surrounding uses. Buffering or
SCREENING may be accomplished through a combination of terming,
landscaping and fencing.
General buffering or screening will not occur in this setting during the
extraction process for all extraction activities.
All planned activity is consistent with adjacent existing mining operations
to the immediate west of the permit boundary. All lands re -affected by
operations within the designated permit area remaining above the static
water level of the basins, except where existing access roads, structures
or other reasonable obstacles prevent it, will be vegetated with the
approved grass mixture, as detailed under the ()MLR Permit Exhibit E -
Table E-1: Primary/Preferred Re -vegetation Seed Mixture). An optional
seed mixture is provided under Exhibit E - Table K-2: Optional/Default
evegetation Seed Mixture.
Any 80± decibels Cdb) source from support activities will be located
400,0± feet or greater from any existing residential structure not owned
or controlled by the applicant, minimizing the effects of facility noise on
area residents. At 400± feet or greater from a known source of 0±
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decibels (db), measured noise levels are at background residential, or 55±
db.
11, Uses by Special Review in the A (Agricultural) Zone District shall be
located on the least prime soils on the property in question unless the
applicant can demonstrate why such a location would be impractical or
infeasible.
Some of the identified soils are Prime Irrigated Soils as designated on the
U, S.D.A. Map titled, Important Farmlands of Weld County, Since
extraction will result in basins reclaimed to water storage reservoirs, the
marginal soils overlying the aggregate resource will be salvaged and set
aside for reclamation to the extent necessary and prescribed under the
approved ()MLR permit. Excess soil will be made commercially available.
Replacement of the entire soil is not practical since resource recovery is
dictated by the underlying deposit and the resulting basin area will
generate more soil than is needed for the reaffected land remaining above
the anticipated static water level of the basins and otherwise requiring
reve etat1on.
When considering that the project location will be reclaimed to higher end
uses while making available the resource for raw construction materials,
the loss of some soil is unavoidable and necessary for the sake of the
greater infrastructure needs of the community. All soil will find a
productive use, either in the reclamation of affected lands not otherwise
occupied by on -site access or other uses, or by the ever increasing urban
communities, or local agricultural base. For a more comprehensive
treatment of how the project meets the other goals and policies of the
Comprehensive Plan and surrounding uses, please refer to Sec. 23-2- 60,
below.
B. If the Special Review Permit for a MAJOR FACILITY OF A PUBLIC
UTILITY OR PUBLIC AGENCY is approved, the Planning Commission shall
arrange for the Department of Planning Services to record the appropriate
Facilities Plan, Utility Line or Selected Route Map with the County Clerk and
Recorder. (Weld County Codification Ordinance 2000-1)
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This section does not appear applicable to the planned project activities,
Sec. 23-2-250. Operation Standards.
An applicant for a Special Review Permit shall demonstrate conformance with
the following operation standards in the special eview Permit application to the
extent that the standards affect location, layout and design of the Use by Special
Review prior to construction and operation. Once operational, the operation of
the USES permitted shall conform to these standards.
A. The operation of the USES shall comply with the noise standards
enumerated in Section 25-12-101, C.R.S.
Any stationary 80± decibels Cdb) source from planned support activities will be
located 400.0± feet or greater from any existing residential structure not owned
or controlled by the applicant, minimizing the effects of facility noise on area
residents. At 400± feet or greater from a known source of 80± decibels (db),
measured noise levels are at background residential, or 55± db.
By example: On 28 August 1998, using a hand held decibel meter, on loan from
the Weld County Department of Health, noise levels were measured from
plant/processing locations at two approved resource recovery locations located
along St. Vrain Creek, Decibel readings were taken at 100 foot increments,
commencing at ground zero where an El Jay cone crusher was operational as the
principal noise source. Other background sources were operational as well,
including several conveyors, screeners, and moving heavy equipment (both front
end loaders and scrapers),
Initial readings varied by 10.0± db. Average readings radiating from the
principal source, beginning at ground zero, are as follows=
Ground 0:
100,0± feet
200.0± feet
C 300.0± feet
@ 400.0± feet
0± db
70+ db
65± db **
60± db
55± db
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Note: A 10± db drop was consistently recorded at the first 100.0± feet
from ground zero.
** Note: With each 100.0± feet of distance from the source, decibel
✓ eadings dropped 5± db, beginning at a distance of 200.0± feet from the source.
Average noise from a passing vehicles traveling on a paved segment of Weld
County Road 13 at 55± mph, when measured 100± feet from the source,
averaged 60± to 70± db, depending upon the size of the vehicle. The majority
of area residences abut area roads and highways, therefore, the anticipated
sound levels of any 80± db support activity is reasonably anticipated to be at or
below 55+ db, the background noise already present for area residences.
Again, to better assure tolerances are maintained, support equipment generating
0± db or greater will not be located closer than 400.0± feet from an adjacent
✓ esidential structure not owned or controlled by the operator. Combined with
the muting effect of the mature vegetation surrounding the neighborhood and the
inevitable product stockpiles surrounding the facilities, noise reaching area
✓ esidences should approximate 55± db or lower, with a tolerance of 10± db.
B. The operation of the USES shall comply with the air quality regulations
promulgated by the Colorado Air Quality Control Commission.
A Fugitive Dust Permit has been secured from the Colorado Department of
Health. All permits will be maintained and updated in accordance with Colorado
Department of Health requirements. Additional permits will be secured as
necessary to maintain compliance with planned activities as they come on-line.
C. The operation of the USES shall comply with the water quality regulations
promulgated by the Colorado Water Quality Control Commission.
A Stormwater Management Plan is in place for this operation under an
established Universal Stormwater Management Plan utilized for all Varra
Companies, Inc. project operations, An approved stormwater permit has been
secured from the Colorado Department of Health. Additional permits will be
secured as necessary to maintain compliance with planned activities as they
come on-line,
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T, The USES S shall comply with the following lighting standards:
1. Sources of light, including light from high -temperature processes
such as combustion or welding, shall be shielded so that light rays will not
shine directly onto ADJACENT properties where such would cause a
nuisance or interfere with the USE on the ADJACENT properties; and
2. Neither direct nor reflected light from any light source may create a
traffic hazard to operators of motor vehicles on PUBLIC or private
STREETS and no colored lights may be used which may be confused with
or construed as traffic control devices.
Appropriate measures will be taken to comply with this section. For example:
should a procedure such as welding be required on open ground, the service
vehicle will be placed in an attempt to shield light emanating from such activity
from nearby residences or local traffic. Where and when fixed lighting is
necessary for the safety of personnel or visitors, operational lighting will to the
extent possible and allowed by other regulating agencies (e.g., U.S. lVI HA) be
diffuse, deflected or otherwise directed away from area residences.
Any 80± decibels (db) source from planned support activities will be located
400± feet or greater from any existing residential structure not owned or
controlled by the applicant, minimizing the effects of facility lighting or noise on
area residents or local traffic, All access into the property will intersect
adjacent County roads perpendicularly. No colored lights will be used in a
manner or proximity to County roads so as to be construed as a traffic control
device.
E. The USES shall not emit heat so as to raise the temperature of the air
more than five degrees 52) Fahrenheit at or beyond the LOT line.
There are no known uses planned under this submittal which would affect
temperatures at or beyond the lot line.
F. Property shall be maintained in such a manner that grasses and weeds are
not permitted to grow taller than twelve (12) inches. In no event shall the
property owner allow the growth of NOXIOUS W EKU S.
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A complete and thorough weed management plan will be implemented, as
detailed in OMLR Exhibit I,/J - Soils and Vegetation Information. The plan at a
minimum conforms with this policy.
G. Any off -site and on -site improvements agreement shall be made in
conformance with the County policy on collateral for improvements. (Weld
County Codification Ordinance 2000-1; Weld County Code Ordinance 2007-1)
Acknowledged.
Sec. 23-2-260. Application Requirements.
A. The purpose of the application is to give the petitioner an opportunity to
demonstrate through written and graphic information how the proposal complies
with the standards of this Chapter. The following supporting documents shall be
submitted as a part of the application except for those items determined by the
Director of Planning Services, in writing, or the Board of County Commissioners,
on the record, to be unnecessary to a decision on the application:
1. A statement which explains that the proposal is consistent with
Chapter 22 of this Code and any other applicable code provision or
ordinance in effect.
The project conforms with Section 22-5-80 of Weld County's
Comprehensive Plan: Commercial and Mineral Resource Deposits Goals
and Policies. Expansion of human habitat and related pressures on area
infrastructure is already evident near this location. The Cities of
Firestone and Mead are expanding into the St, gain Creek valley with
residential uses encroaching from the south, west, and north of the
tributary. While residential homes, primarily along existing unpaved Weld
County roads are bounded by significant open space, consistent with their
A -Agricultural standing, planned and existing residential densities appear
to increase approximately as little as a mile beyond the permit area to the
south, and west and into the City of Firestone.
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The entire state of Colorado continues to be challenged by human
migration into the state, and the resulting urban development is shaping
State policies to enhance area infrastructure, including the enhancements
of area roadways along and either side of Interstate 25 and Colorado
Highway 85, for which this location is ideally situated to serve.
With continued growth of human habitat and development, the products
that serve the construction of this infrastructure come from the ground,
The aggregate resource must be recovered before it is overtaken by ever
expanding urban development, or it is lost. Now is the time and this is the
geologically determined and economically feasible location from which the
proposed extraction activity must occur.
It is a fact that the economic vitality of the State of Colorado and that of
Weld County are intricately dependent upon aggregate resources for
every aspect of human habitat, transportation, energy development, and
other vital infrastructure. For example; oil and gas activities could be
impaired without a reliable supply of aggregate resources for their
operations, facilities, and improvements necessary to access fields, create
pads, and support their drilling locations. It all requires aggregate (sand,
gravel, and other earth resources); whether taken from the natural state
or processed into different essential products.
The extraction of aggregate resource is in fact resource conservation, It
is in fact this existing and ever expanding urbanization of agricultural land
that constitutes the greatest demand for this nonrenewable resource. It
must be taken where it is found, but the result of that activity tends to
lessen the future density of subsequent urban development and support
that results from the inevitable expansion of human habitat, supporting
uses, facilities and infrastructure; all of which are the desired and
unavoidable characteristics of a healthy economy and its attending
society.
Section 22-5- o of Weld County's Code of Regulations is consistent with
Colorado law, both of which require that this resource must be recovered
prior to other development which would otherwise impede access to it.
The subsequent development of a diverse multiple land use potential at
this location, when complemented with sound environmental parameters,
as advanced under this proposal and the attending ()MLR permit exhibits,
is in keeping with the spirit and intent of the policies and goals of Weld
County. Approval of the application will allow the resource to be
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accessed and utilized in a reasonable and orderly manner as required
under both Colorado law and the Weld County Code of Regulations.
2.
A statement which explains that the proposal is consistent with the intent
of the district in which the USE is located.
The application is an allowable and complementary use within the
Agricultural A District. Resource recovery simply cannot occur over lands
developed with houses and other structures. Under Title 34, the State of
Colorado and Weld County require the removal of a valuable mineral
deposit from those lands prior to any other development. This application
assures the conservation of the underlying valuable aggregate deposit will
occur in a manner that complements and enriches the surrounding
community. Extraction produces more than aggregate, it provides for long
term continuity and downstream wealth in the form of jobs for all those
who utilize the products, it aids in the maintenance and necessary
improvements of aggregate dependent infrastructure, and assures a
✓ evenue enue for state and county government and area school districts.
Reclamation of extracted lands will result in the creation of water storage
basins (Developed Water Resources) over the majority of the location, and
a buffer to increasing urbanization of natural and agricultural lands.
All lands affected above the anticipated final static water level of the
✓ eservoirs will be returned to a beneficial and stabilizing cover of
predominantly native vegetation; except where existing access roads,
structures or other reasonable obstacles prevent it. Other reasonable
obstacles may be in the form of existing or continued agricultural uses, or
a mixture of other approved uses such as light residential, commercial;
and industrial.
Unlike other urban uses that intrude upon the agricultural districts,
extraction is fundamentally a transitional use that leaves the final land in a
configuration that discourages the later development of high density urban
uses such as residential land development. While residential development
fragments wildlife habitat with increasingly larger building footprints for
dwellings along with incompatible landscapes and fence -works; the
✓ esults following extraction typically do not result in such permanent
diminished landscapes, habitats or densities.
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The resulting basins create visual and functional amenities that harmonize
the scale, function, and vistas of surrounding agricultural lands and
habitats. The reclamation of extracted lands in fact often incorporate or
introduce concepts often lacking from other human development, including
the creation of edge effect resulting from the reintroduction of native
landscape and enhanced aquatic margins that will better complement and
aid wildlife, to the benefit to, and visual enjoyment of, the surrounding
community,
The planned resource recovery activity is remote enough from existing,
yet encroaching, residential subdivisions as to form a comparatively
unobtrusive to those existing high -density populations. The projected
scale of operations are compatible with area dairy and farm uses, yet do
not intrude upon the level of background noise to existing local residences
beyond that already experienced along area highways and roadways. The
planned location of support activities into an existing hillside and away
from area residences will further assure diminished impact from noise and
related effects of planned operations.
3. A statement which explains that the USES which would be permitted
will be compatible with the existing surrounding land USES.
The genesis of the location is associated with the development of
irrigation and the rise of sugar beet agriculture. Sugar beets were first
grown in Colorado in 1869, one year before members of a joint-stock
colonization company called the Union Colony of Colorado founded the
City of Greeley. The Last Chance Ditch Company was formed in 1872, in
tandem with topographic alterations to deliver the water to leveled
landscapes, converting grasslands to crops. By 1879, the state's
agricultural college (later, Colorado State University) confirmed the
compatibility of the area soils for sugar beet production,
As Colorado's mining industry declined in the 1880's, farming in Weld
County flourished. Beet processing began in Grand Junction in 1899,
Great Western Sugar Company was founded in 1903 and built two plants,
one in Loveland and one in Greeley. The company was incorporated in
1905 and by 1906 beet sugar factories had been constructed in Rocky
Ford, Loveland, Greeley, Eaton, Fort Collins, Longmont, Windsor, Sterling,
Fort Morgan and Brush.
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Long before there were plans for extraction, significant land modification
had occurred on and surrounding Parcel 122. By 1910, the Union Pacific
Railroad began plans for a line to transport area beet production and coal.
The railroad town of Gowanda was built that year, and in 1911, the Dent
line was completed east of St. Vrain Creek and nearly a mile west of
Parcel 122. severing the floodplain from the location. After the
introduction of pivot irrigation, land modification accelerated, and lands to
the immediate east, southeast, and south were leveled to provide a
pathway for the pivot. Materials were likely borrowed from portions of
Parcel 122, which also experienced land leveling and manipulation
throughout the Twentieth Century.
By this submittal, the owner proposes to alter these lands again, by similar
land modification, for well established purposes of beneficial land use that
further develops the attending water resources, while strengthening the
area economy. All lands reaffected by planned activities and remaining
above the anticipated static water level of the resulting reservoirs will be
✓ eturned to a beneficial and stabilizing cover of predominantly native
vegetation; except where existing access roads, structures or other
✓ easonable obstacles prevent it.
Under Title 34, the state of Colorado and Weld County require the
✓ emoval of a valuable mineral deposit from those lands prior to
development. The act of resource recovery and resulting end use is
allowable under the Weld County zoning designation of the A -Agriculture
zoned lands, which applies to the entire lands considered for active
extraction under this application. While the existing agricultural lands will
change into managed reservoirs, that change is essential since resource
✓ ecovery and the benefits to segments of our society simply cannot occur
over lands developed with houses and other structures.
The extraction is necessary to attain both the resource and end use
objectives. Both extraction and the resulting basins are historically and
contemporaneously fully compatible with the surrounding lands. The
planned activities over the formerly modified and cropped lands will return
them to a desirable and valuable beneficial use, resulting in improved
visual and fiscal enhancement to both the principle and surrounding land
owners.
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The location is flanked by properties in the A -Agriculture Zone.
Agricultural lands flanking the west boundary are actively under
e xtraction by our company, while immediately to the north along WCR 28
are lands permitted for extraction by another company♦ Extraction is
present and on -going further to the north, and west to St. Vrain Creek.
While two homes front the northern extraction limits, unless closer
distances are agreed to, extraction limits are kept no closer than 12b feet
from any residential structure. Since extraction will rapidly fall below
e xisting ground, it will also gain distance from area residents as it moves
south toward planned support area(s). This will serve to minimize noise
from extraction equipment.
Further, support areas near the extreme south and center of planned
operations and the location is also designed to minimize any noise
emanating from a stationary 80 decibel source which falls to background
residential level (55 decibels) at 400 feet from the source.
Correspondingly, no 80± db stationary support source will be closer than
400 feet to an existing area residence. Potential impacts from noise will
be further diminished by placement of soil and resource stockpiles within
the plant site location(s) and where salvaged soil for reclamation is placed
along perimeter segments above the extraction limits.
Extraction will occur in the mineral reserve areas once they are no longer
occupied by support activities and correlated stockpiles. Extracted,
processed, or recycled material may also be transported by haul truck or
e isting,future conveyor systems to our existing operations located to the
west and north of the project area.
.
Agricultural stock ponds, land leveling, use of equipment to manipulate
land for crops, and other agricultural based activities are not uncommon in
agricultural locations. As shown on the included Colorado Division of
Reclamation Mining and Safety (CDRMS), Office of Mined Land
Reclamation (OMLR) Exhibit C-2: Extraction Plan Map, the greater
concentration of support activity, parking, machinery and equipment
storage and stockpiling of materials is located in a manner that is removed
from area residences and muted by the area landscape and topography,
including the open space and hillsides of the predominantly cropped
agricultural fields and sinewy flanks of the flood plain escarpment. The
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location is approached internally along its east boundary and away from
high density residential areas and roadway.
Unlike other urban uses that intrude upon the agricultural districts,
extraction is a transitional use that leaves the final land in a configuration
that prevents future high density urban development, common to
residential subdivision for example. The resulting basins create visual
and functional amenities that harmonize the scale, function, and vistas of
surrounding lands, uses, and habitats.
While residential development fragments wildlife habitat with increasingly
larger building footprints for dwellings, along with incompatible
landscapes and fence -works; the results following extraction typically do
not result in such permanent diminished landscapes, habitats or densities.
1\4any extraction operations serve to increase wildlife diversity with time,
with reclamation providing functional space that is otherwise crowded out
by urban development that is so fundamentally and permanently
destructive of wildlife and wildlife diversity. Hence the long term health
of wild life is advanced by extraction and reclamation, providing critical
corridors, habitat, and protection for diverse wildlife species that would
otherwise be lost. Often, the post mine landscape offers an obvious
enhancement that returns a diverse native cover of vegetation to an area
formerly occupied by a monoculture of crops or worse, the useless array
of bluegrass lawns that destroy any hope of benefit to wildlife or man, and
increase the road kill from increased urban traffic that is so irresolutely
devastating to area avifauna and terrestrial wildlife.
The reclamation of extracted lands in fact often incorporates or
introduces concepts commonly lacking in urban development. The more
open design elements include the creation of edge effect resulting from
the reintroduction of a more diverse and native landscape, often
incorporating enhanced aquatic margins that better complement wildlife
and scenic values. Overall, final reclamation of the extracted lands create
features that better lend themselves to the visual enjoyment by the
surrounding community. The Vicinity Map shows those properties
currently under permitted extraction, or otherwise owned or leased by
companies that will eventually open those lands to extraction.
4. A statement which explains that the USES which would be permitted
will be compatible with the future DEVELOPMENT of the surrounding area
as permitted by the existing zone and with future DEVELOPMENT as
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projected by Chapter 22 of this Code and any other applicable code
provision or ordinances in effect, or the adopted MASTER PLANS of
affected municipalities.
The project conforms with Section 22-5 0 of Weld County's
Comprehensive Plan: Commercial and Mineral Resource Deposits Goals
and Policies. Expansion of human habitat and related pressures on area
infrastructure is already evident near this location.
The extraction of aggregate resource is in fact resource conservation, and
tends to lessen the future density of subsequent urban development
resulting from the inevitable expansion of human habitat, supporting uses,
facilities and infrastructure. It is in fact this existing and ever expanding
urbanization of agricultural land that constitutes the greatest demand for
this nonrenewable resource. Without aggregate, accommodating an
expanding population is subordinated to maintaining the existing
infrastructure which rapidly begins to fail, along with the economic base
and downstream revenues that depend upon them. Imagine, Highways 85,
34, and I- 25 as dirt roads.
Section 22-5- o of Weld County's Code of Regulations is consistent with
Colorado law, both of which require that this resource must be recovered
prior to other development which would otherwise impede access to it.
The subsequent development of a diverse multiple land use potential at
this location, when complemented with sound environmental parameters,
as advanced under this proposal and the attending OMLR permit exhibits,
is in keeping with the spirit and intent of the policies and goals of Weld
County. Approval of the application will allow the resource to be
accessed and utilized in a reasonable and orderly manner as required
under both Colorado law and the Weld County Code of Regulations.
The proposal complements the surrounding land uses and mixed zoning.
Resource recovery simply cannot occur over lands developed with houses
and other structures. Where extraction occurs, the formerly modified and
cropped landscape will be replaced with water resources. Unlike other
urban uses that intrude upon the agricultural districts, extraction is a
transitional use that leaves the final land in a configuration that prevents
high density urban development, common to residential subdivision for
example.
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The resulting basins create visual and functional amenities that harmonize
the scale, function, and vistas of surrounding agricultural lands and
habitats. While residential development fragments wildlife habitat with
increasingly larger building footprints for dwellings along with
incompatible landscapes and fence -works; the results following extraction
typically do not result in such permanent diminished landscapes, habitats
or densities, The reclamation of extracted lands in fact often incorporate
or introduce concepts often lacking in other developmental impacts. The
more open design elements include the creation of edge effect resulting
from the reintroduction of a more native landscape with enhanced aquatic
margins that better complement and aid wildlife and scenic values.
Overall, final reclamation of the extracted lands create features that better
complement and lend themselves to the visual enjoyment of the
surrounding community. The Vicinity Map shows those properties
currently under permitted extraction, or otherwise owned or leased by
companies that will eventually open those lands to extraction.
Future Compatibility:
The resulting reservoirs foreseen under the reclamation plan will result in
lower density development toward the St. Vrain Creek watershed.
Agricultural conversion to other extraction and mixed industrial,
commercial and residential uses are already evident as shown on the
Vicinity Map. The water from the reservoirs can be made available for
either urban or agricultural uses, but the basins alone are essential to
providing a means to store and manage available waters. Any subsequent
lower density development which may follow will still require necessary
approvals from Weld County Building Department prior to the construction
of any permanent structures, and from Weld County Planning, prior to the
utilization of the parcels for any subsequent light residential, commercial
or industrial uses beyond those already indicated under this submittal, and
specifically indicated on ()MLR Exhibit F: Reclamation Plan Map.
5. A statement which explains that the application complies with
Article V of this Chapter if the proposal is located within any Overlay
District Area identified by maps officially adopted by the COUNTY.
The location is zoned A - Agriculture. The project location is outside any
Weld County Overlay District. The location is outside of any known
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geologic hazard. The location is not within the Weld County Airport
'Influence Zone. The project does not lie within the floodplain or any
portion of the defined floodway of St. Vrain Creek. The Dent line of the
Union Pacific Railroad, established in 1911, divorced the floodplain proper
from St. Vramn Creek to the east of the remaining railroad bed.
6. A statement which explains that if the USE is proposed to b
located in the A (Agricultural) Zone District, the applicant has
demonstrated a diligent effort has been made to conserve prime
agricultural land in the locational decision for the proposed USE.
Some of the identified soils are Prime Irrigated Soils as designated on the
U..D.A. Map titled, Important Farmlands of Weld County. Since
extraction will result in basins and reclaimed to water storage reservoirs,
the marginal soils overlying the aggregate resource will be salvaged and
set aside for reclamation to the extent necessary and prescribed under the
approved °MLR permit. Excess soil will be made commercially available.
Replacement of the entire soil is not practical since resource recovery is
dictated by the underlying deposit and the resulting basin area will
generate more soil than is needed for the reaffected land remaining above
the anticipated static water level of the basins and otherwise requiring
revegetation.
When considering that the project location will be reclaimed to higher end
uses while making available the resource for raw construction materials,
the loss of some soil is unavoidable and necessary for the sake of the
greater infrastructure needs of the community. All soil will find a
productive use, either in the reclamation of affected lands not otherwise
occupied by on -site access or other uses, or by the ever increasing urban
communities, or local agricultural base. For a more comprehensive
treatment of how the project meets the other goals and policies of the
Comprehensive Plan and surrounding uses, please refer to Sec. 23- 2-260,
below.
7. A statement which explains that there is adequate provision for the
protection of the health, safety and welfare of the inhabitants of the
NEIGHBORHOOD and the COUNTY.
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The location as it is extracted will by its nature diminish any potential for
fire or flood to surrounding lands. The localized access surrounding the
basins, and the extraction itself resulting in basins below original ground
will serve to cause direct precipitation to drain internally or otherwise
serve to route or divert external overland flows to existing waterways,
and in general serve as a firebreak to surrounding lands.
The nature of the extraction is intended to work the perimeters of the
limits of extraction inward and away from area roadways and residences.
By getting behind hillsides or below ground level, sounds from operations
will be muted by the resulting topography. Internal access to operations
is situated as far away as possible from nearby homes. Access into and
out of the permit area optimizes visibility to fellow travelers, while
distancing itself as far away as possible from residential homes.
Dust is minimized from leaving the project area by the extraction of moist
materials in a project area managed under the authority of a Colorado
Department of Health Fugitive Dust Permit. Waters are managed and
protected under authority of the Colorado Department of Health
stormwater and discharge permit requirements and Colorado Division of
Water Resources. Health and Safety of on -site personnel and visitors are
managed under authority of the federal MSHA program, All planned
e xtraction, reclamation, phasing, timelines, life of the mine and warranty
considerations are regulated under the State of Colorado Division of
Reclamation Mining and Safety CCDRMS), Office of Mined Land
Reclamation COMLRX
Reclamation of affected lands follows closely behind extraction activities,
as provided for under the Colorado Office of Mined Land Reclamation
EOMLR] permit, and described in detail under ()MLR Exhibit E -
Reclamation Plan and Exhibit F - Reclamation Map, of that permit. Visual
impacts during and subsequent to extraction and reclamation activities are
e ased by the location below and away from area residences and by the
n atural topography broken by a varied vegetation and a vast spatial
separation.
The following general information shall be submitted:
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1.
Name, address and telephone number of the applicants.
Varra Companies, Inc.
8120 Gage Street
Frederick, Colorado 80516
(303) 666-6 57
2. Name and address of the fee owners of the property proposed for
the Use by Special Review if different from above,
Varra Companies, s, Inc.
8120 Gage Street
Frederick, Colorado 80516
(303) 666-6657
.. Legal description of the property under consideration.
Please refer to ()MLR Exhibit A - Legal Description.
4. Total acreage of the parcel under consideration.
The USR boundary comprises 156.78+ acres.
Existing land USE of the parcel under consideration.
The parcel is under the A -Agricultural Zone.
Existing land USES of all properties ADJACENT to said parcel,
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All properties referenced below are shown relative to the other on the
included Vicinity Map. The Existing and Adjacent land Uses respective of
the project location are as follows:
NOTE: Yellow highlighted parcel or any utility (all non -highlighted)
shown in the utility list is inside, adjacent to, or outside but within 200 feet
from the parcel boundary; while a parcel number with no highlight is
outside but within 500 feet of the parcel. Parcel number 096102000005 may
include entities within 200-500 feet or greater from the parcel.
This list may contain additional information on addresses or entities not on
the official Weld County list, but such information is provided here to
better assure full disclosure. Please refer to the Signed Affidavit of
Interested Land Owners Surface Estate for the official true and accurate
list directly taken as determined from the Weld County on-line GIS
resource.
Property Number Name & Address Use(s)
120932.101003
Pasquale Varra
8120 Gage Street
Frederick, Colorado 80516
A -
Agriculture
S U P
Extraction
120933200051
120933200048
120933200049
120933200050
120932101003
Van -a Companies, Inc.
8120 Gage Street
Frederick, Colorado 80516
A -
Agriculture
sup
Extraction
120933000044
Paula J Burch -Perkins, and
Robert J. Perkins
8234 County Road 28
Platteville, Colorado 80651-9117
A -
Agriculture
120929100052
Jessie P. Cogburn
P.C. Box 122
Mead, Colorado 80542-0122
A -
Agriculture
120928000006
Ready Mixed Concrete Company
5775 Franklin Street
Denver, Colorado 80216-1521
A -
Agriculture
SUP
Extraction
120933000041
Mayer Family Farms, LLC
13895 County Road 21
Platteville, Colorado 80651-7929
A -
Agriculture
120933000043
Milray Farm, LLC
cio Robert A Sarchet
A -
Agriculture
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325 Crestridge
Lane
Longmont, Colorado 80501-4731
120933000040
Linda
K Dodero
A-
Agriculture
8407
County Road 26
Fort Lupton,
Colorado
80621
120933000039
Steven
James & Albert Louis McClay
A-
Agriculture
9173
Fort
County
Lupton,
Road
Colorado
26
80621
120933000041
A-
Agriculture
Mayer Family Farms LLC
13895
Platteville,
County Road 21
Colorado 80651-7929
120933000043
Milray Farm LLC
A-
Agriculture
cio Robert A.
325 Crestridge
Sarchet
Lane
Longmont, Colorado 80501-4731
Present zone and overlay zones, if appropriate.
The parcel is zoned A -Agriculture.
The location is outside of any known geologic hazard.
The location is not within the Weld County Airport `Influence Zone. The
project does not lie within the floodplain or any portion of the defined
floodway of St. Vrain Creek. The Dent line of the Union Pacific Railroad,
established in 1911, divorced the floodplain from St, Vrain Creek to the
east of the remaining railroad bed.
The project is outside any Weld County Overlay District.
8. Signatures of the applicant and fee owners or their authorized legal
agent.
The required signatures are on the application form, and included as an
addendum to this submittal.
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, A certified list of the names, addresses and the corresponding
Parcel Identification Numbers assigned by the County Assessor of the
owners of property (the surface estate) within five hundred (500) feet of
the property subject to the application. The source of such list shall be
the records of the County Assessor, or an ownership update from a title or
abstract company or attorney derived from such records, or from the
records of the County Clerk and Recorder, If the list was assembled from
the records of the County Assessor, the applicant shall certify that such
list was assembled within thirty (3.0) days of the application submission
date.
The required certified list is provided as an addendum to this submittal.
10. The written certification required by Section 24-65.5-1033, C.R.S,,
if applicable. Such certification may be submitted on the date of the initial
public hearing referred to in Section 24-65.5-103(1), C.R.S.
The required certification is provided as an addendum to this submittal.
11. The applicant shall provide the Department of Planning Services
with a certificate from the County Treasurer showing no delinquent taxes
for the parcel area,
The required certificate is provided as an addendum to this submittal.
12. Proposed LANDSCAPE plans.
Consistent with ()MLR Exhibit E - Reclamation Plan, revegetation will
occur over all reaffected lands remaining above the anticipated static
water level of extracted basins; or where not otherwise occupied by
permanent roadways, structures or other uses; and will involve the
application of the OMLR approved seed mixture detailed under ()MLR
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Permit Exhibit E - Table E-1: Primary/Preferred Re -vegetation Seed
Mixture). An optional seed mixture is provided under Exhibit - Table
E-2: Optional/Default Revegetation Seed Mixture. The seed mixture
will result in a stabilizing cover of predominantly native grasses over the
affected lands. The emergent species of grasses vary in height, form,
function, and color, and are highly adaptable to the new soils.
13. The applicant shall submit to the Department of Planning Services a
copy of an agreement with the mineral owners associated with the subject
property. Such agreement shall stipulate that the oil and gas activities on
the subject property have been adequately incorporated into the design of
the site, OR shall provide written evidence that an adequate attempt has
been made to mitigate the concerns of the mineral owners on the subject
property.
Varra Companies, Inc. maintains ongoing communications with oil and gas
producers associated with the subject property to assure the mutual
interests and protection of our respective activities, facilities, and
personnel. Varra Companies, Inc. manages all of its activities in
conformance with existing oil and gas agreements with each individual
producer and related agreed to set backs; and as otherwise supported by
Stability Analysis determinations performed by AWES, LLC; Fort Collins,
Colorado; consistent with Colorado Mined Land Reclamation Act, CURS.
34-32.5 115 (4) Ce); ()MLR Rule 6.4.19 Exhibit s; and correlated approved
permit M2010-049.
14. The applicant shall submit signed copy of the notice of inquiry form
demonstrating that the I. municipality does not wish to annex if required
by the IA.
Pending.
15. A proposed plan for installation of desired signs following the
standards set forth in Chapter 23, Article IV, Division 2.
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Any signage used by the operation for purposes of on -site MSHA, or
related operational signage will conform to all specifications set forth in
Chapter 23, Article IV, Division 2 of the Weld County Code of Regulations,
including all setback, height and size specifications where applicable.
16. A Certificate of Conveyances form provided by the Department of
Planning Services and completed by a Title Insurance or Abstract
Company.
The required Certificate of Conveyances form as completed by a Title
Insurance or Abstract Company is provided as an addendum to this
submittal.
D. A detailed description of the proposed operation and USE shall be
supplied. Details for the following items, when applicable, are required:
1. Type of USE for which the application is being made.
The application requests approval of an allowed use for the extraction of a
valuable mineral deposit located within the existing A -Agriculture lands to
allow for the conservation of the underlying aggregate deposit.
Reclamation will result in water storage basins over the majority of the
location.
Revegetation will occur over all reaffected lands remaining above the
anticipated static water level of extracted basins; or where not otherwise
occupied by permanent roadways, structures or other uses; and will
involve the application of the O114LR approved seed mixture detailed under
OMLR Permit Exhibit E - Table E-1: Primary/Preferred Re -vegetation
Seed Mixture). An optional seed mixture is provided under Exhibit E -
Table E-2: Optional/Default Revegetation Seed Mixture.
The seed mixture will result in a stabilizing cover of predominantly native
grasses over the affected lands. The emergent species of grasses vary in
height, form, function, and color, and are highly adaptable to the new soils.
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2. Proximity of the proposed USE to residential STRUCTURES.
Please refer to the Vicinity Map and ()MLR Exhibit C - 2: Extraction Plan
Map where the proximity of existing residential structures within one half
mile of the project area are identified and shown to scale on an aerial
photograph relative to the project boundary and planned extraction limits.
While some homes front the northern extraction limits, those limits are
kept no closer than 125 feet from residential structures.
Noise from extraction activity will be further diminished as operations
progress away from and below nearby residential structures would be
background residential level. The 125 -foot buffer will be maintained
between such equipment and neighboring homes.
3. The number of shifts to be worked and the maximum number of
employees.
Consistent with other approved Varra extraction operations; an average of
± employees (6-12_I at any one time) will work commonly in 8 to 12
hour shifts, except for those government jobs or emergencies that require
night time work, which may require up to three shifts over a 24 hour
period for the necessary or required duration of the project. Other users
include approximately (Range 20 - 250+) commercial and private haulers
per day, including an occasional visitor or inspector. Commonly,
operations will occur six (6) days a week, Monday through Saturday,
however, occasionally, contracts or other project obligations may from
time to time require a full seven day work week, including Sunday.
Flexibility of both hours and days is a necessary aspect of the nature of
maintaining and building Weld County's infrastructure and agricultural,
residential, commercial and industrial communities, all of which place
variable and unpredictable demands for earth derived construction
materials, twenty-four hours a day, seven days a week (24/7). A more
precise estimate and breakdown is not realistic, and any numbers
represented are estimates that will vary by circumstances and market
conditions prevalent at the time.
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* All product will be transported via conveyor to our Kurtz facility to the
North. Trucking will be limited to the occasional pit run removal or the
unexpected need; or otherwise for emergency, contract, or exceptional
circumstances exceeding more than 24 truck trips in an eight (8) hour
period for the duration of the temporary demand. If truck traffic exceeds
this de mmmhtrhnnis number, Varra Companies, will coordinate necessary
maintenance of affected roadways with Weld Co9unty Public Works for
the duration of the temporary exceedance.
4. The maximum number of users, patrons, members, buyers or other
visitors that the use by special review facility is designed to accommodate
at any one (1) time.
Please refer to Part 3, above.
Types and maximum numbers of animals to be concentrated on the
site at any one (1) time.
No animal concentration applies to this operation, however, historic uses,
including past agricultural uses for cattle, horses, or other livestock, are
not intended to be surrendered by this transitional use.
.. Types and numbers of operating and processing equipment to be
utilized.
Equipment may include, but is not limited to:
• Attending screens, conveyors, and supporting electrical equipment and
trailers;
• Grader, scrapers, bulldozers, front-end loaders, haul trucks of various
sizes and weights, and conveyor systems;
• Scalehouse and scale;
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• Supporting facilities and trailers, including portable storage sheds and
trailers.
7. Type, number and USES of the proposed STRUCTURES to be
erected.
All equipment and supporting structures planned for the operation at this
time are temporary (e.g., scalehouse; aggregate and related equipment;
control towers and power trailers, etc.) all of which are portable and will
be transported to the designated support and stockpile areas identified in
()MLR Exhibit C-2: Extraction Plan Map as Mineral Reserve areas.. Any
permanent non -portable structures will receive any necessary building
permits from the Weld County Building Department prior to construction.
8. Type, size, weight and frequency of vehicular traffic and access
routes that will be utilized.
* All product will be transported via conveyor to our Kurtz facility to the
North. Trucking will be limited to the occasional pit run removal or the
unexpected need; or otherwise for emergency, contract, or exceptional
circumstances exceeding more than 24 truck trips in an eight (8) hour
period for the duration of the temporary demand. If truck traffic exceeds
this de rn nr mis number, Varra Companies, will coordinate necessary
maintenance of affected roadways with Weld County Public Works for the
duration of the temporary exceedance.
Trucks may vary from pick-up size to small trailers for the general public,
to 15 ton tandem or 25 ton semi commercial haulers with an anticipated
average production departing the site of up to 5,000 tons per day and
commonly 20 to 250 truck trips per day. Generally, vehicle weights will
fall within 85,000_ pounds or less.
Routes into and away from the property will access an existing
agricultural access road that flanks the project location within and along
the east parcel boundary. While existing agricultural access are
preserved as secondary access for senior personnel and the
landowners/users, all visitors and laborers will utilize the primary access.
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The on -site access for haul roads, heavy equipment, conveyors, and
general traffic flanks the perimeters of the respective basins as shown on
OMLR Exhibit O-2: Extraction Plan Map.
The location of the designated primary access road entrance was selected
to minimize impact to area residences. From the location, traffic may
follow \CR 28, 26, 24, 13, 19 or \VCR 17 to gain access to Colorado
Highway 85 to the east, and U.S. Highway 66 to the north, or U.S.
Interstate 25 to the west.
On site parking will be commonly limited to the plant and stockpile area
identified on OMLR Exhibit O-2: Extraction Plan Map, except where
internal operations are necessary to the extraction, transport,
communication and maintenance of extraction activities and equipment,
and for the necessary access by authorized personnel or support services.
Employee parking will be flexible to better accommodate internal
operations as necessary respective of the extraction, transport,
communication and maintenance of extraction activities and equipment,
and for the necessary access by authorized personnel or support services.
Visitor parking will be available at the scalehouse.
All Varra Company, Inc. personnel are encouraged to observe area speed
limits in established company safety policy, Posted speed limits of 1b
mph will be evident along the primary access road, or as otherwise
determined in cooperation with U.S. lVISHA requirements, Minimum
specification of access where they meet Weld County roads, as specified
in Part 9, below, will be honored.
Domestic sewage facilities.
While there are no existing sanitary facilities for the planned activities,
prior to on -set of operations, the operator will provide two (2)
commercially available port -o -lets, accessible to both employees and
visitors.
10, Size of stockpile, storage or waste areas to be utilized.
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Please refer to ()MLR Exhibit C- 2: Extraction Plan Map for the location
of the Plant and Stockpile Areas designated for the operations.
Stockpiling may occur anywhere within the designated plant/stockpile
location. Temporary stockpiles may occur anywhere within the extraction
limits boundary. Height of deposit stockpiles will vary but average up to
100± feet. Soil stockpile height will also vary up to 100± feet when not
comprised as part of the perimeter berm where heights will vary up to 5±
feet.
11. Method and time schedule of removal or disposal of debris, JUNK
and other wastes associated with the proposed USE.
Debris or other unwanted material will not accumulate over the location
for purposes of sanitation, safety, and general courtesy to our neighbors.
All unwanted materials will be removed within 30 days of deposition to an
appropriate land fill or other suitable location. Recyclable material will
e ither be stockpiled and recycled on -site or transported to another
permitted recycling location; or taken to an authorized land fill or other
suitable location. Generally, all waste or recyclable materials will be
centralized at the designated plant site location identified on OMLR Exhibit
C-2: Extraction Plan Map; and will utilize appropriate containers, pallets,
or be of a nature inert to the area environment and stable in its present
condition of and method storage if stockpiled in a manner open to the
e lements.
12. A time table showing the periods of time required for the
construction of the operation.
Please refer to ()MLR Exhibit D - Extraction Plan and Exhibit c- 2:
Extraction Map. Within the permit boundary, there are four identifiable
areas, the description of which will help to explain the nature of planned
e xtraction and reclamation. Those identifiable areas are as follows:
The 156.78± Acre permit boundary contains two areas of planned
e xtraction bounded by extraction limits and identified as Tract A - West
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Basin and Tract B - East Basin. Each area of planned extraction includes
the following:
50,36±
46,13±
96.49±
Acres of Planned Extraction - Tract A - 05-1 5± years,
Acres of Planned Extraction - Tract B - 10-30+ years.
Acres of Planned Extraction - TOTAL
Of the remaining 60.29± acres of the permit boundary, 26.29± acres
comprise existing and permanent access roads, irrigation laterals,
operational support/mineral reserve areas, and setbacks or areas of pre-
e xisting, minor, to no disturbance. The remainder includes a 10.00± acre
Mineral Reserve Area (1) between Tracts A and B, and an additional
24.00± acre Mineral Reserve Area (2) to its south.
Extraction will not occur within the Mineral Reserve Areas until and
unless identified, detailed, and approval under a separate technical
revision to the ()MLR permit. Until that time the Mineral Reserve Areas
will be used to support operations and stockpiling of raw materials.
A portable sc alehouse/off ice may also be located in the Mineral Reserve
Areas. The actual location, extent, and facilities will be detailed and
identified by location an extent in a later technical revision to the original
approved permit. No on -site storage of fuels is planned as portable fuel
(trucks) will service all heavy and correlated operational equipment, An
e lectrical line serving operations is not shown on included maps as it is
e stablished by the operator, temporary, and subject to relocation in
cooperation with United Power Company, All other power and related
overhead or buried lines are outside of the influence of extraction activity,
or will otherwise be relocated in cooperation with their owners or other
responsible parties where they conflict within the interior of planned
e xtraction. Buried oil and gas lines are estimated, and extraction and
offset of operations are approximate and will be determined in the field in
cooperation with the Utility Notification Center of Colorado.
It should be noted that a homestead and yard with outbuildings occupies
1.50± acres and acts to divide the north central permit boundary. The
access road leading to the homestead has an active easement for
operations which will be used as secondary access for light vehicles and
e quipment. Immediately south of the residential yard, existing facilities
prevent the area from being used other than as a storage or parking area
for vehicles, equipment (including heavy equipment), supplies, or other
operational support purposes. This location is fully disturbed by prior
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agricultural and landowner purposes. This may also include the placement
or construction of storage structures and materials.
While the on -set of reclamation is concurrent with extraction, the
completion of reclamation may lag up to five (5.0±) years behind the onset
of reclamation activities. Complete extraction of the permit area is
presently expected to take approximately 25-30 years, depending upon
market conditions, with an additional 5 years following completion of all
e xtraction activities for ultimate completion of concurrent reclamation
activities, placing the completion of all activities near 204b - 2050,
depending upon the date of start-up.
Approved reclamation for all open areas of extraction and disturbed land
will be secured by an appropriate financial warranty as determined by the
OMLR, and adjusted to cover circumstances as they occur over the life of
the operation. Simultaneous extraction of both Tracts may occur.
Simultaneous extraction will tend to accelerate the overall completion of
e xtraction activities and final reclamation of the location, to the extent
that it occurs.
13. Proposed LANDSCAPE plans.
Consistent with ()MLR Exhibit E - Reclamation Plan, revegetation will
o ccur over all reaffected lands remaining above the anticipated static
water level of extracted basins; or where not otherwise occupied by
permanent roadways, structures or other uses; and will involve the
application of the OI ILR approved seed mixture detailed under ()MLR
Permit Exhibit E - Table E-1: Primary/Preferred Re -vegetation Seed
Mixture). An optional seed mixture is provided under Exhibit E - Table
E-2: Optional/Default Re vegetation Seed Mixture.
The seed mixture will result in a stabilizing cover of predominantly native
grasses over the affected lands. The emergent species of grasses vary in
height, form, function, and color, and are highly adaptable to the new soils.
14. Reclamation procedures to be employed as stages of the operation
are phased out or upon cessation of the Use by Special Review activity.
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Reclamation is concurrent with continuous resource recovery operations.
Extraction activities will remove aggregate to a mean depth of 39.0± feet
from the surface. Anomalous depths from 15.0± to 60.0± feet may occur.
While extracted slopes may be temporarily 1.25H=1V, all final basin
(reservoir) slopes will be established concurrently with extraction and will
conform to ()MLR Rule 3.1.5(7), or flatter.
The general direction of extraction activities over the diverse Fields is
shown on ()MLR Exhibit C-2 - Extraction Map. Extraction will not occur
within 125± feet of any residential structure. Extraction will occur to
within 10.0± feet of the permit boundary, easements, right-of-ways, and
non-residential structures; except that extraction activities will be limited
to within 25.0± feet of well heads and facilities. Those same wellheads
will be backfilled to create a 100 foot radius around the well head for
future oil and gas activities at that well head. Fill will be placed
concurrently with extraction around the well head and related facilities, to
the extent practical. At all times, safety will take precedent.
Because the project area may be fully affected, phasing does not
adequately describe the extraction and reclamation potential of the permit
area. Tracts are used, since each Tract can be accessed concurrently
with the other, and per ()MLR Exhibit L - Reclamation Costs, accelerated
e xtraction only serves to decrease the overall reclamation liability and
accelerate final reclamation and site stabilization of the property as a
whole. Therefore, any method that accelerates the above timetable,
including concurrent reclamation ongoing within each field, will be utilized,
based upon market conditions and the capacities of the operator.
As indicated in OMLR Exhibit E - Reclamation Plan: As extraction
progresses over planned areas of extraction; the resulting 1.25H: 1V
slopes created during extraction will be concurrently modified by pushing
the resulting pit bottom with a dozer until the resulting basin slopes
conform with OLMR Rule 3.1.5(7). Lands above the anticipated static
water level of the basins and within 10.0± feet below the anticipated final
water level of the basins will be graded to3H:1V, or flatter. Naturally
occurring slopes may exceed 2H: 1V where not otherwise affected by
e xtraction activities and will not be altered as part of reclamation unless
n ecessary to facilitate the reclamation of affected lands.
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Backfill Notice is included with the MLR application as an Addendum at
the back of OMLR Exhibit E - Reclamation Plan, to facilitate the fill of
portions of the extracted lands for final end -use potentials beyond
reservoir storage, which may include residential, commercial or industrial
structures or uses otherwise approved, now or in the future, by Weld
County, Colorado. The extent and nature of the reservoir represents the
maximum build -out respective of optimal extraction of commercial
product and resulting final slopes.
All affected lands above the anticipated high water mark of the reservoirs
will be capped with a minimum of six (6.0±) inches of soil, as supported by
()MLR Exhibit I J - Soils and Vegetation Information. Timing and use of
soil is detailed further under OMLR Exhibit I J - Soils and Vegetation
Information and Exhibit L - Reclamation Costs. Where compacted lands
e xist, and are to be revegetated, those locations will be ripped prior to
re -soil application. There are no known areas of compaction at the time
of this application which would require such activity; and ripping remains a
contingency of the application.
The final land configuration results in two reservoir basins totaling 89.37±
surface acres (refer to °MLR Exhibit F: Reclamation Map). The balance
of unoccupied affected lands above the anticipated final water level will be
stabilized where necessary utilizing the approved MLR seed mixture, as
detailed under ()MLR Permit Exhibit E - Table E-1: Primary/Preferred
Re -vegetation Seed Mixture). An optional seed mixture is provided under
Exhibit E Table E-2: Optional/Default Revegetation Seed Mixture.
Lands not otherwise occupied will be later developed to the highest
possible end -use, and will likely comprise a mixed use which may include
other agricultural uses as well as light residential, commercial or industrial
uses.
All reaffected lands remaining above the anticipated final water level of
the ponds, and not otherwise occupied by existing or planned mixed uses,
will be re -vegetated with the approved seed mixture(s) for general
agriculture. To aid in the establishment and survival of the preferred
species, a wheat x wheatgrass sterile hybrid will be combined with either
applied mixture as a substitute for the use of mulch. Since the formerly
cropped land is being replaced with predominantly native grasses, the
target for release over the revegetated lands is based upon the
e stablishment of a stabilizing cover whose foliar umbrella equals or
e xceeds 25 percent of the total area of the ground as measured three
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inches above the native soil on a square meter basis for typical areas of
✓ eclaimed cover achieved within five years subsequent to the completion
of all extraction activities.
Since the area of surrounding lands is a mix of these uses, the site end
use will retain these potentials. Mixed use (s), other than Developed
Water Resources will occur and may include, but are not limited to: the
✓ etention of existing structures as desired for continued agricultural,
✓ esidential, industrial, commercial, or other mixed use (as validated by any
co -related and required Weld County Building Permits); the creation of
unforeseen future structures, and for the use and development of on -site
water resources.
While the on -set of reclamation is concurrent with extraction, the
completion of reclamation may lag up to five (5.o±) years behind the onset
of reclamation activities. The rate of reclamation activity, including
grading, soiling and revegetation will follow concurrently with extraction
and the respective timetables identified for extraction under OMLR Exhibit
D - Mining Plan. All timetables are contingent upon market conditions;
therefore, a probable range of time is indicated. With extraction activities
anticipated to take up to 30 years to complete, reclamation will add an
approximately five years to this estimate, bringing the anticipated life of
the mine to 30-35± years, or the year 2045-2050, depending upon market
demand.
15. A statement delineating the need for the proposed USE.
With continued growth of human habitat, infrastructure, energy, commerce
and related development, combined with existing maintenance needs in
both urban and agricultural locations, the products that serve these needs
comes from non-renewable aggregate resources found in unique and
limited geological locations. This aggregate resource must be recovered
in advance of other development or it is lost. Now is the time and this is
the geologically derived and economically feasible location available for
such use.
The initial site selection is influenced by the logistics of diverse market,
economic and geological considerations. For example, the site must be
located in the target market which is limited both by the location of
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✓ ecoverable aggregate, the offer of lands with marketable aggregate
within them, and a proper demographic that allows for the product to
✓ each markets based upon supply, demand, transportation distances and
other economic considerations.
Sociology, geography, and competition with other suppliers also influence
these decisions. A source located in the foothills is not only highly
difficult to obtain due to social resistance, it cannot compete for
customers further out in the Great Plains where competitors with closer
sources simply can out compete with lower bids due to lower
transportation and production costs for customers nearer to them.
Aggregate is a geologic deposit and it simply must be taken where it lies
closest to the market need, as such lands are made available through the
✓ eal estate market for purchase. Additionally, the aggregate deposit must
be viable for recovery. In other words, to justify the costs of recovery,
the deposit must be large enough in volume by depth and extent to justify
the effort. The deposit must also offer the quality and diversity of rock
product that the local market demands.
Once a site with suitable aggregate quality, volume and market potential is
determined, the selection of a site is still influence by other factors that
affect competition and viability of the location. Simply put, the site must
be affordable, the deposit must be accessible, and the sociology (capacity
to obtain permits, labor, equipment, etc.) suitable to allow for the
extraction of the deposit to actually occur. These considerations not only
determine how viable the resource is for recovery, it has a direct bearing
on how expensive a highway segment, residential development, foundation
or sidewalk will be.
An abundance of aggregate supply in the near proximity of human
development activity will make the development of the infrastructure of
that community more affordable due to the market forces of supply and
demand than it will be where the same material must be transported
longer distances from more remote deposits. The more remote the
source is from the target market, the greater the impact on transportation
systems, fuel demand, as well as wear and replacement of vehicles and
equipment.
For these reasons, area impacts from a source increase radially and may
be felt by communities that do not necessarily receive product but simply
act as corridors for its movement to the demand locations. It is for this
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✓ eason that local deposits serving a more local market minimize both
✓ egional and cumulative impacts to area communities while best benefiting
the economic interests of the local community nearest the source. Near
or far, a source is always involved, and it is the demand that creates the
n eed for the source.
Another consideration is that extraction is unlike most other urban or rural
activity. Extraction of aggregate resource is unique in that it is a
transitional use of the land. Extraction is market driven by human
population and demand in both rural and urban markets. The product must
be extracted before any development can occur over the affected land,
both legally, and practically. The demands on post extraction
development are that the land be developed to the highest potential end
use or uses.
Planning for reclamation or restoration of the post extracted land often
incorporates multiple end -uses involving a mixture of potentials for water
✓ esources, agricultural, residential, commercial or industrial development.
The end -use reclamation must anticipate changes to the surrounding
community 15 to 30 years between when a typical resource recovery
operation begins and completes extraction and reclamation activities. The
flexibility of multiple end -use planning helps capture the best complement
of uses and values for the post extraction morphology and demographics.
The demographics of a community are fluid, dynamic, yet commonly
e videnced by increased human population and pressure on natural
systems. In other words, the rural and native landscapes are transformed
to the urban. Resource recovery operations typically exist at the cusp of
this transformation. The resulting basins and altered but native alluvial
landscapes serve to counter increased densities from the urban process,
later viewed from higher ground nearby, often on a softwood deck pillared
atop a bluegrass lawn.
Another unique consideration in the recovery of aggregate is that it often
o ccurs in alluvial areas where wetlands exist. Unlike the placement of a
house, roadway, housing development, industrial or commercial sites and
development, and utility or oil and gas facilities; aggregate must be
✓ emoved where it lies. The only choice once a deposit is determined to
be viable is how to remove it respective of unremedial obstacles
(obstacles that cannot be cost effectively removed, repaired or replaced
without exceeding the value of the aggregate deposit underlying them).
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Wetlands are considered by VOI as unremedial obstacles and to be
avoided unless they can be mitigated under an approved plan, such as an
U.S. Army Corps of Engineers Nationwide or Individual Permit. Even
then, only when the wetland (often in part but not the whole) poses an
obstacle that threatens the economic vitality of the operations, the end -
use potentials hoped for, and can otherwise be successfully mitigated
through the potentials of reclamation methods and practices will the
challenge of extracting through a wetland be considered. Under this
submittal, there are no planned impacts to wetlands.
Neither can the act of removing the deposit and avoiding obstacles remain
the first and last consideration. All lands affected by extraction must be
reclaimed or restored to an acceptable end use or range of uses. Post
extraction end use is ultimately determined by the same market factors
and land potentials that influence all human influences on the land;
working imaginatively with the character of the affected lands as
characterized by the extraction activities.
Extracted lands simply are not allowed, by law or practicality, to be simply
abandoned in place subsequent to extraction activities. For this reason,
once a site has been acquired for extraction, the least viable sites have
already been considered and rejected; making the source site the
preferred site because it meets the requirements of the local market (i.e.,
The site is near or within a viable local market with competitive elements
of transportation, labor, equipment and other logistics - has a viable
deposit that can justify the cost of acquisition, permitting, and
establishment of infrastructure for extraction - and offers a good potential
for post recovery development).
More simply stated, the aggregate resource must be conserved and
recovered prior to the development over such lands. Aggregate resources
must be extracted where they occur, and most often benefit the
communities and urban infrastructures most local to the planned
operations. This is the requirement under Colorado Law under, Title 34.
16. A description of the proposed fire protection measures.
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scalehouse, or any attending structures, will be provided with fire
alarms and extinguishers. Heavy equipment is provided with fire
extinguishers to the extent required by MSHA or the local fire district.
Our existing extraction operations to the immediate east, Weld County
Road 28 to the north, and combined with on -site haul roads along the
basin perimeters, and irrigation ditch works that presently surround the
property; function as fire breaks in the event of any potential grass fire.
In general, the nature of the planned extraction activity will tend to reduce
the potential for wildfire over the existing property by the removal of live
plants and dead litter. Personnel are also trained under federal I\/ISHA
requirements in fire safety.
17. Such additional information as may be required by the Department
of Planning Services, the Planning Commission or the Board of County
Commissioners in order to determine that the application meets the
requirements of this Chapter and the policies of Chapter 22 of this Code.
Acknowledged.
D. Special Review Permit Plan Map.
1. The map shall be delineated on reproducible material approved by the
Department of Planning Services.
2. The dimensions of the map shall be thirty-six (36) inches wide by
twenty-four (24) inches high.
3. The Special Review Permit Plan Map shall include certificates for the
property owner's signature, the Planning Commission, the Board of
County Commissioners and the Clerk to the Board. The required
content of the certificates is available from the Department of
Planning Services.
4. Vicinity Map. A vicinity map shall be drawn on the Use by Special
Review Permit Plan Map.
a. The scale of the vicinity map shall be one (1) inch equals two
thousand (2,000) feet or at another suitable scale if approved
by the Department of Planning services..
b. The vicinity map shall delineate all of the required information
within a one-half (1) mile radius of the property proposed for
the U s e by Special Review.
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The following information shall be shown on the vicinity map:
1) Section, township and range,
2) Scale and north arrow.
3) Outline of the perimeter of the parcel proposed for the Use
by Special Review.
4) The general classifications and distribution of soils over
the parcel under consideration, soil classification
names and agricultural capability classifications must be
noted in the legend.
5) Locations and names of all roads, irrigation ditches and
water features,
6) Location of all residences within a one -half -mile radius,
existing and proposed accesses to the property
proposed for the Use by Special Review, any abutting
subdivision outlines and names, and the boundaries of
any ADJACENT municipality.
7) Any other relevant information within a one -half -mile
distance of the perimeter property proposed for the
Use by Special Review as may be reasonably required
by the COUNTY to meet the intent and purpose of this
Chapter,
5. Plot Plan. A plot plan of the Use by Special Review area shall be drawn
on the special Review Permit Plan Map.
a. The scale of the plot plan shall be one inch Cl") equals one
hundred feet (100) or at another suitable scale if approved b3/
the Department of Planning services.
b. he plot plan shall outline the Boundaries of the parcel being
considered for the Use by Special Review.
c, The plot plan shall include the location and identification of all of
the following items which exist within a two -hundred -foot
radius of the boundaries of the Use by Special Review area,
as well as within the area itself; it shall also include the
proposed features and STRUCTURES of the Use by Special
Review:
1) All public rights -of -way of record (including names).
2) All existing and proposed STRI_ TCTURE .
3) All utility easements or rights -of -way for telephone, gas,
electric, water and sewer lines,
4) Irrigation ditches,
5) Adjacent property lines and respective owners' names
(may be shown on vicinity map instead) .
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6) All hydrographic features including streams, rivers, ponds
and reservoirs (including names).
7) Topography at two -foot contour intervals or at intervals as
determined necessary by the Department of Planning
Services.
8) Location of areas of moderate or severe soil limitations as
defined by the Natural Resources Conservation Service
or by a soil survey and study prepared by a soils
engineer or scientist for the USES and associated
STRUCTURES proposed for the parcel.
9) Location and design of star water management devices or
STRUCTURES.
10) Complete traffic circulation and parking plan showing
locations and sizes.
11) Location, amount, size and type of any proposed
LANDSCAPE material, including fencing, walls, berms
or other SCREENING.
12) Location of any flood hazard, GEOLOGIC HAZARD or
mineral resource areas.
13) The location of any sign requiring zoning approval.
Distances from property lines shall be indicated.
14) Such additional information as may be reasonably
required by the Department of Planning Services, the
Planning Commission or the card of County
Commissioners in order to determine that the
application meets the requirements of this Chapter, the
policies of Chapter 22 of this Code and any other
applicable code provision or ordinance in effect.
E. Supporting Documents. The following supporting documents shall be
submitted as part of the application:
1. Where an authorized legal agent signs the application for the fee
owners, a letter granting power of attorney to the agent from the
owners must be provided.
2. Proof that a water supply will be available which is adequate in terms of
quantity, quality and dependability (e.g., a well permit or letter from
a water district)..
3. Copy of the deed or legal instrument by which the applicant obtained an
interest in the property under consideration.
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4. A noise report, unless waived by the Department of Planning Services,
documenting the methods to be utilized to meet the applicable noise
standard,
5• A soil report of the site prepared by the Natural Resource Conservation
Service or by a soils engineer or scientist. In those instances when
the soil report indicates the existence of moderate or severe soil
limitations for the USES proposed, the applicant shall detail the
methods to be employed to mitigate the limitations.
6. If applicable, an Improvements Agreement executed by the applicant.
This agreement shall be in accordance with the County policy and
documents for collateral for improvements.
7. For a RESIDKNTIAL THERAPEUTIC CE TER, submittal of a report
demonstrating the need for the facility; data about the background,
experience and financial capacity of the proposed operator; applicable
licenses; and analysis of the impact of the facility to the area and any other
information relevant to evaluating the compatibility of the proposed facility.
The County may waive or modify these requirements, particularly if there is
a risk of harm to the future occupants (e.g., case of a domestic violence
shelter).
F. Photo Mechanical Transfer PMT), if required. (Weld County Codification
Ordinance 2000-1; Weld County Code Ordinance 2001-1; Weld County Code
Ordinance 2002-9; Weld County Code Ordinance 2003-10; Weld County Code
Ordinance 2006-2; Weld County Code Ordinance 2007-14; Weld County Code
Ordinance 2011-3)
Acknowledged.
Sec. 23-2 - 270. Development Standards.
An applicant for a Special Review Permit shall demonstrate conformance with
and shall continue to meet any DEVELOPMENT STANDARDS approved and
adopted by the County. The DEVELOPMENT ST .NDA '..DS shall be placed on
the special Review Permit Plan Map prior to recording. Noncompliance with any
of the approved DEVELOPMENT STANDARDS may be reason for revocation or
suspension of the special review permit by the Board of County Commissioners.
Civil penalties in lieu of a suspension may also be imposed with the express
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prior agreement of the applicant, The availability of these remedies in no way
limits the Board of County Commissioners from seeking or applying any other
remedies which are available for noncompliance with the development
standards. (Weld County Codification Ordinance 2000-1; Weld County Code
Ordinance 20018)
-
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Division 4
Open Mining
Sec, 23-4-250. Purpose.
The applicant shall submit three (3) paper copies of the plat for preliminary
approval to the Department of Planning Services. Upon approval of the paper
copies, the applicant shall submit a ylar plat, along with all other
documentation required as conditions of approval. The Mylar plat shall be
✓ ecorded in the office of the County Clerk and Recorder by the Department of
Planning Services. The plat shall be prepared in accordance with the
✓ equirements of Section 23-4-270 of this Code. The Mylar plat and additional
✓ equirements shall be recorded within one hundred twenty (1 20) days from the
date of the Board of County Commissioners resolution. The applicant shall be
✓ esponsible for paying the recording fee. If a Use by Special Review (USR) plat
has not been recorded within one hundred twenty (120) days from the date of
the Board of County Commissioners resolution, or within a date specified by the
Board of County Commissioners, the Board may require the landowner to appear
before it and present evidence substantiating that the Use by Special Review
(SR) has not been abandoned and that the applicant possesses the willingness
and ability to record the Use by Special Review (USR) plat The Board of
County Commissioners may extend the date for recording the plat. If the Board
determines that conditions supporting the original approval of the Use by Special
Review (USR) plat cannot be met, the Board may, after a public hearing, revoke
the Use by Special Review CUR}. (Weld County Code Ordinance 2007-14; Weld
County Code Ordinance 2010-6 Weld County Code Ordinance 2012- )
Acknowledged,
Sec. 23-4-260. Application.
Any operator desiring such a permit shall file an application in such form as
prescribed by the Planning Commission. The application shall contain the
following information:
A. A complete and accurate legal description of the property for which the
application is made.
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Please refer to ()MLR Exhibit . - Legal Description and Map.
The fee owners of the surface of the area to be mined.
Varra Companies, Inc.
8120 Gage Street
Frederick, Colorado 80516
C. The fee owners of the substance to be mined.
Varra Companies, Inc.
8120 Gage Street
Frederick, Colorado 8051e
D. The source of the applicant's legal rights to enter and to mine on the land
affected by the permit.
Please refer to ()MLR Exhibit N - Source of Legal Right to Enter. A copy of the
Deed is also included with the Weld County USR application submittal.
E. The address of the general OFFICE and the local address or addresses of
the applicant.
Varra Companies, Inc.
8120 Gage Street
Frederick, Colorado 80516
F. Whether the applicant or any affiliated person holds or has held any other
permits for open cut mining and an identification of such permits.
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Weld County Construction Materials Extraction Operations:
Dakolios Project OMLR Permit M1984 036 Weld County SUP # 616
Von Ohlen Project ()MLR Permit M1989 128 Weld County SUP # 907
Firestone Project ()MLR Permit M1984 079 Firestone Annexation - Weld
County SUP # 627
Kurtz Project o114LR Permit M1999-006 Weld County SUP # 1219
MU R11-001
Durham Project ()MLR Permit M1978-056 Weld County SUP # 345
Heintzelman Project ()MLR Permit M2009-018 Weld County Firestone
Annexation - Res, # 10-10
Western Sugar Project ()MLR Permit M2010-049 Weld County USR # 1760.
Coulson Project OMLR Permit M2013-0 4 Weld County USR # 14-0023
G. A detailed description of the method of operation. Such description shall
include:
1. The types and numbers of operation and processing equipment to
be employed.
The operation involves the surface extraction of aggregate. Surface soil
is removed from the underlying deposit. Soil in excess of that required
for reclamation is considered a resource. Extraction if typically over the
shoulder removal of the deposit utilizing (but not limited to) bulldozers,
scrapers, front end loaders, and excavators. Extracted materials are
typically transported by haul truck or conveyor to a designated plant area
for processing (e.g., our Kurtz or Heintzelman operations, since no
processing is designated at this location).
Operations require the flexibility of bringing to the designated Mineral
Reserve support areas (refer to OMLR Exhibit C-2: Extraction Plan Map)
portable and temporary equipment, including a scale, scalehouse, and
related equipment, All planned equipment is temporary and portable. A
building permit approved by the Weld County Building Department will be
secured prior to the construction of any permanent structures within the
permit area,
2, The number of shifts to be worked and the maximum number of
employees.
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Consistent with other approved Varra extraction operations; an average of
± employees (6-12_I at any one time) will work commonly in 8 to 12
hour shifts, except for those government jobs or emergencies that require
night time work, which may require up to three shifts over a 24 hour
period for the necessary or required duration of the project. Other users
include approximately (Range 20 - 250+) commercial and private haulers
per day, including an occasional visitor or inspector. Commonly,
operations will occur six (6) days a week, Monday through Saturday,
however, occasionally, contracts or other project obligations may from
time to time require a full seven day work week, including Sunday.
Flexibility of both hours and days is a necessary aspect of the nature of
maintaining and building Weld County's infrastructure and agricultural,
✓ esidential, commercial and industrial communities, all of which place
variable and unpredictable demands for earth derived construction
materials, twenty-four hours a day, seven days a week (24/7). A more
precise estimate and breakdown is not realistic, and any numbers
✓ epresented are estimates that will vary by circumstances and market
conditions prevalent at the time.
* All product will be transported via conveyor to our Kurtz facility to the
North. Trucking will be limited to the occasional pit run removal or the
unexpected need; or otherwise for emergency, contract, or exceptional
circumstances exceeding more than 24 truck trips in an eight (8) hour
period for the duration of the temporary demand. If truck traffic exceeds
this de minimis number, Varra Companies, will coordinate necessary
maintenance of affected roadways with Weld County Public Works for
the duration of the temporary exceedance.
3. Whether the operation will involve a wet or dry pit.
The operator requires discharge of groundwater to gain access to the
necessary product in the most economically viable means possible. The
pit will be maintained dry until such a time as extraction and basin slope
✓ eclamation and resoiling are completed for each Field of the project.
Extraction activities will continue to remove aggregate Extraction
activities will remove aggregate to a mean depth of 3.0± feet from the
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surface. Anomalous depths from 15.0± to 60.0± feet or greater may
occur. Since anomalous depths greater than 39± feet may occur, any
extraction deeper than 39± feet in depth, may be extracted either dry, or
wet. If extracted wet, a dredge may be utilized for the removal.
4.. COUNTY roads and bridges to be utilized.
* All product will be transported via conveyor to our Kurtz facility to the
North. Trucking will be limited to the occasional pit run removal or the
unexpected need; or otherwise for emergency, contract, or exceptional
circumstances exceeding more than 24 truck trips in an eight (8) hour
period for the duration of the temporary demand. If truck traffic exceeds
this de . lhlflrfflls number, Varra Companies, will coordinate necessary
maintenance of affected roadways with Weld Co9unty Public Works for
the duration of the temporary exceedance.
Otherwise, the location of the designated primary access road entrance
was selected to minimize impact to area residences. From the location,
traffic may follow WCR 28, 26, 24, 13, 19 or WCR 17 to gain access to
Colorado Highway 85 to the east, and L.T.S. Highway 66 to the north, or
U.S. Interstate 25 to the west.
•.
The size of the area and stages to be worked at any one time.
Please refer to Parts 6, 7, and 8, below. The stages and areas to be
worked are further identified as Tracts in the ()MLR Exhibit D Extraction Plan and Exhibit C-2: Extraction Map. While both Tracts can
be worked simultaneously, the rate, direction, and order of extraction will
be determined by the strategies outlined in the extraction and reclamation
plan exhibits, and by prevailing market conditions.
A timetable giving the periods of time which will be required for the
various stages of the operation.
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Please refer to ()MLR Exhibit D - Extraction Plan and Exhibit C- 2=
Extraction Map. Within the permit boundary, there are four identifiable
areas, the description of which will help to explain the nature of planned
extraction and reclamation. Those identifiable areas are as follows:
The timetable for extraction, commencing approximately fall to winter
2013-14; is estimated to take 25± years for the entire tract combined
followed by an additional five years to complete reclamation; or a total
estimated life of the mine of 30± years; ending approximately winter
2043-44, depending upon market demand.
Approved reclamation for all open areas of extraction and disturbed land
will be secured by an appropriate financial warranty as determined by the
()MLR, and adjusted to cover circumstances as they occur over the life of
the operation. Simultaneous extraction will tend to accelerate the overall
completion of extraction activities and final reclamation of the location, to
the extent that it occurs.
The depth and thickness of the mineral deposit to be mined and the
thickness of overburden to be removed.
Please refer to OMLR Exhibit D - Extraction Plan and Exhibit C- 2
Extraction Map. Extraction activities will remove aggregate to a mean
depth of 39.0± feet from the surface. Anomalous depths from 15.0+ to
60.0+ feet or greater may occur. The location has no overburden.
8. The proposed use of reclaimed lands and an explanation of the
reclamation process,
Reclamation is concurrent with continuous resource recovery operations.
Extraction activities will remove aggregate to a mean depth of 39.0± feet
from the surface. Anomalous depths from 15.0± to 60.0± feet may occur.
While extracted slopes may be temporarily 1.25H=1V, all final basin
(reservoir) slopes will be established concurrently with extraction and will
conform to ()MLR Rule 3.1.5(7), or flatter.
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The general direction of extraction activities over the diverse Fields is
shown on ()MLR Exhibit C-2 - Extraction Map. Extraction will not occur
within 125± feet of any residential structure. Extraction will occur to
within 10.0± feet of the permit boundary, easements, right-of-ways, and
non-residential structures; except that extraction activities will be limited
to within 25.0± feet of well heads and facilities. Those same wellheads
will be backfilled to create a 100 foot radius around the well head for
future oil and gas activities at that well head. Fill will be placed
concurrently with extraction around the well head and related facilities, to
the extent practical. At all times, safety will take precedent.
Because the project area may be fully affected, phasing does not
adequately describe the extraction and reclamation potential of the permit
area. Tracts are used, since each Tract can be accessed concurrently
with the other, and per OMLR Exhibit L - Reclamation Costs, accelerated
e xtraction only serves to decrease the overall reclamation liability and
accelerate final reclamation and site stabilization of the property as a
whole. Therefore, any method that accelerates the above timetable,
including concurrent reclamation ongoing within each field, will be utilized,
based upon market conditions and the capacities of the operator.
As indicated in OIVILR Exhibit E - Reclamation Plan: As extraction
progresses over planned areas of extraction; the resulting 1.25H:1V
slopes created during extraction will be concurrently modified by pushing
the resulting pit bottom with a dozer until the resulting basin slopes
conform with OLMR Rule 3.1.5(7). Lands above the anticipated static
water level of the basins and within 10.0± feet below the anticipated final
water level of the basins will be graded to 3H:1V, or flatter. Naturally
occurring slopes may exceed 2H:1V where not otherwise affected by
e xtraction activities and will not be altered as part of reclamation unless
n ecessary to facilitate the reclamation of affected lands.
A Backfill Notice is included with the MLR application as an Addendum at
the back of OMLR Exhibit E - Reclamation Plan, to facilitate the fill of
portions of the extracted lands for final end -use potentials beyond
reservoir storage, which may include residential, commercial or industrial
structures or uses otherwise approved, now or in the future, by Weld
County, Colorado. The extent and nature of the reservoir represents the
maximum build -out respective of optimal extraction of commercial
product and resulting final slopes.
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All affected lands above the anticipated high water mark of the reservoirs
will be capped with a minimum of six (6.0±) inches of soil, as supported by
()MLR Exhibit I car J — Soils and Vegetation Information. Timing and use of
soil is detailed further under OIVILR Exhibit I 87. J - Soils and Vegetation
Information and Exhibit L - Reclamation Costs. Where compacted lands
e xist, and are to be revegetated, those locations will be ripped prior to
✓ e -soil application. There are no known areas of compaction at the time
of this application which would require such activity; and ripping remains a
contingency of the application.
The final land configuration results in two reservoir basins totaling 89.37+
surface acres (refer to OMLR Exhibit F: Reclamation Map). The balance
of unoccupied affected lands above the anticipated final water level will be
stabilized where necessary utilizing the approved OMLR seed mixture, as
detailed under OMLR Permit Exhibit E - Table E-1- Primary/Preferred
Re -vegetation Seed Mixture). An optional seed mixture is provided under
Exhibit E - Table E-2: Optional/Default Revegetation Seed Mixture.
Lands not otherwise occupied will be later developed to the highest
possible end -use, and will likely comprise a mixed use which may include
other agricultural uses as well as light residential, commercial or industrial
uses.
All reaffected lands remaining above the anticipated final water level of
the ponds, and not otherwise occupied by existing or planned mixed uses,
will be re -vegetated with the approved seed mixture(s) for general
agriculture. To aid in the establishment and survival of the preferred
species, a wheat x wheatgrass sterile hybrid will be combined with either
applied mixture as a substitute for the use of mulch. Since the formerly
cropped land is being replaced with predominantly native grasses, the
target for release over the revegetated lands is based upon the
e stablishment of a stabilizing cover whose foliar umbrella equals or
e xceeds 25 percent of the total area of the ground as measured three
inches above the native soil on a square meter basis for typical areas of
✓ eclaimed cover achieved within five years subsequent to the completion
of all extraction activities.
Since the area of surrounding lands is a mix of these uses, the site end
use will retain these potentials. Mixed use (s), other than Developed
Water Resources will occur and may include, but are not limited to: the
✓ etention of existing structures as desired for continued agricultural,
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residential, industrial, commercial, or other mixed use (as validated by any
co -related and required Weld County Building Permits); the creation of
unforeseen future structures, and for the use and development of on site
water resources.
While the on -set of reclamation is concurrent with extraction, the
completion of reclamation may lag up to five (5.o±) years behind the onset
of reclamation activities. The rate of reclamation activity, including
grading, soiling and revegetation will follow concurrently with extraction
and the respective timetables identified for extraction under ()MLR Exhibit
D - Mining Plan. All timetables are contingent upon market conditions;
therefore, a probable range of time is indicated. With extraction activities
anticipated to take up to 30 years to complete, reclamation will add an
approximately five years to this estimate, bringing the anticipated life of
the mine to 30-35± years, or the year 2045-2050, depending upon market
demand.
9. The source of technical advice in that type of reclamation for the
proposed MINING.
Varra Companies, Inc. (Christopher L. Varra, President) in cooperation
with:
Garrett C. Varra, Vice President of Operations (Varna Companies, Inc.)
Brad Jones, Civil Engineer (Varra Companies, Inc.)
Joby Adams, Hydrogeologist (AWES, LLC.);
Cheryl Signs, Water Engineer (Cheryl Signs Engineering);
Jay Davenport, Geological Engineer
Curtis Hoos, PLS (American West Land Surveyors); and,
Bradford Janes, Professional Forester (Varra Companies, Inc.)
10. If Applicable, for MINING that includes the recovery of the
resources by processing on -site; i.e., in -situ MINING. The applicant shall
provide to the Department of Planning Services evidence of compliance
with all state and federal regulatory agencies which may have a permitting
interest in the extraction of the mineral resource, including, at a minimum,
written evidence that the appropriate permit has been approved and
granted by each regulatory agency.
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Acknowledged.
11. Any other information determined to be necessary by the toard of
County Commissioners to insure the protection of the health, safety and
welfare of the inhabitants of the County.
Please refer to OMLR Exhibit WI - Other Permits and Licenses.
12. The. applicant shall submit to the Department of Planning Services a
copy of an agreement with the mineral owners associated with the subject
property. Such agreement shall stipulate that the oil and gas activities on
the subject property have been adequately incorporated into the design of
the site, OR shall provide written evidence that an adequate attempt has
been made to mitigate the concerns of the mineral owners on the subject
property.
Varra Companies, Inc. maintains ongoing communications with oil and gas
producers associated with the subject property to assure the mutual
interests and protection of our respective activities, facilities, and
personnel. Varra Companies, Inc. manages all of its activities in
conformance with existing oil and gas agreements with each individual
producer and related agreed to set backs; and as otherwise supported by
Stability Analysis determinations performed by AWES, LLC., Fort Collins,
Colorado; consistent with Colorado Mined Land Reclamation Act, CURS.
34-32.5 115 (4) (e); OIMILR Rule 6.4.19 Exhibit 5; and correlated approved
permit M2010-049.
13. The applicant shall submit to the Department of Planning Services a
copy of an agreement with the owner of any ditch located on or adjacent
to the site, OR shall provide written evidence that an adequate attempt has
been made to mitigate the concerns of the ditch owners. The agreement
shall stipulate that ditch activities have adequately been incorporated into
the design of the site. If such agreement cannot be reached, the applicant
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shall present evidence that an adequate attempt to reach such agreement
has been made.
N/A.
14. The application should address the following items:
a, Water Consumption:
1) An analysis of the amount of water which will be
required to be replaced for each phase of the MINING
operation and build out.
As detailed in ()MLR Exhibit G - Water Information, the three
components of the project water requirements are water
removed with the product, dust control, and evaporation from
exposed ground water, Dust will be controlled using truck
sprinklers, and the estimated frequency is one load per day.
At 3,000 gallons of truck capacity, the annual demand is 3.36
acre-feet, After the water table is encountered, the water
removed with the estimated 800,000 tons of product is 23.55
acre-feet per year. The estimated net evaporation is 2.76
feet per year, At the maximum, potentially exposed ground
water of 96_ acres, the annual evaporation is 263_ acre-
feet. Following extraction, if the extracted basins are lined as
planned; the ultimate water demand will be zero,
2) The analysis should address the amount of water
consumed in the MINING and processing of the material,
including dust suppression.
Water consumed by operations is addressed in Part 3 of
()MLR Exhibit G: Water Information, and iterated in part in
13,a.1, above. Water consumed for processing is unlikely
since the establishment of plant facilities are not planned
under this submittal.
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3) The analysis should address the issue of water
consumed for domestic purposes by onsite staff.
Water consumed for domestic purposes will utilize water
bottles or other containerized water transported to the site or
otherwise supplied by the local water district and is,
therefore, not included in this water analysis.
4) The analysis should address the issue of evaporative
losses consumed from exposed groundwater, including a
discussion of the feasibility of lining.
The annual evaporation as estimated by the National Weather
Service in its "Evaporation Atlas for the Contiguous 48 United
States" (Technical Report NWS 33) totals 42.12± inches per
year. This is reduced by the effective precipitation as an
estimate of the native vegetative credit. According to the
Colorado Division of Water Resources, Office of the State
Engineer COSE) guidelines, the effective precipitation is
seventy (70) percent of the total precipitation. The total
precipitation reported for the Longmont station was 14.27+
inches per year. The effective precipitation deduction from
the total evaporation is the net evaporation of 32.13± inches
per year. Applying net evaporation to a potentially exposed
area of 96± acres, results in an estimated potential net
evaporation of 263+ acre-feet per year.
The reclamation plans are to line the basins. When the lining
occurs, the evaporation losses would no longer directly
deplete the stream system. Until lining is completed under
the authority of the OSE, Varra Companies, Inc. has sufficient
water resources to augment for evaporative loss. The Parcel
122 (a.k.a,. Bearson) pit was decreed in Case No. 03CW306.
A copy of that decree is provided with this submission. The
Parcel 122 (a.k.a, Bearson) pit can be found on page 9 in
item 16.a.
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b. Water Replacement Source:
1) A description of the surface and well water rights and
its anticipated yield, when converted, to be used as
replacement for the water consumed in the MINING operation.
Water available for supply are from six sources: seven
shares of the Greeley Irrigation Company, Hayseed Ditch as
decreed in Case No. 90O,V174, four shares of the Rural Ditch
Company as decreed in Case No. 03CW306, five shares of
Last Chance Ditch Company, 25.0 shares of Godding Ditch
Company, and water decreed in Case No. 01CW274. From
April through October, water use at the site will be replaced
to the stream system using the historical consumptive use
credits from the necessary sources and/or from storage.
2) Projections as to the timing of replacements to the river
system from these sources.
The replacement to the river system from these sources will
be made directly during the historical irrigation season. The
non -irrigation season replacements will be made from water
stored in lined facilities. The stored water will accrue from
excess senior credits available during the irrigation season
and from junior appropriations.
The decree in Case No. 01CW274 allows storage of junior
water. The excess credits from Rural Ditch are stored under
Case No. 03CW306, Last Chance Ditch water is stored under
the approved SWSP Use of the lined facilities known as the
Firestone Project (Facility 112), Kurtz Resources Recovery
Project (Facility 115), Von Ohlen, and Dakolios were decreed
in Case No. 01CW274. Additional information may be found
in Part 4 of OMLR Exhibit G: Water Information.
3) A description of methods proposed to monitor, prevent
and mitigate against direct injury to users for wells in the
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vicinity of the gravel operation as a result of alterations in the
groundwater regime occasioned by the mining operation or to
said impacts, (Weld County Codification Ordinance 2000-1;
Weld County Code Ordinance 2001-1; Weld County Code
Ordinance 2003-10; Weld County Code Ordinance 2007-14)
The State Engineer's procedure for permitting the gravel
operation well includes notification of well owners located
within 600 feet of the proposed gravel operation. These
owners can either sign a waiver indicating their approval of
the operation or request a hearing before the State Engineer.
Based on the waivers or the evidence presented at the
hearing, the State Engineer will either approve the permit
with appropriate terms and conditions or deny the well
permit. The approved permit is submitted with this request.
Sec. 23-4-2 70. Drawing Requirements.
All applications shall be accompanied by the following maps which shall be
delineated in drawing ink on Mylar or other drafting media approved by the
Department of Planning Services in the following size: twenty-four (24) inches
by thirty-six (36) inches, The maps shall be prepared and certification made as
to their accuracy by a registered professional engineer licensed to do such work
by the State.
A Vicinity Map and Extraction Plan Map (OMLR Exhibit C- 2: Kxtraction Plan
Map), are provided with the submittal in conformance with Section 23-4-270,
Parts A and B, below.
A, Vicinity Map, The vicinity map shall be prepared at a one inch (1) equals six
hundred (600) feet scale and show the following information within a distance of
one-half GI) mile of the proposed operation.
1, Perimeter outline of the parcels of land to be involved in the operation.
2. ADJACENT MINING operations.
3. Fee owners of ADJACENT surface lands.
4, All residences within one-half a) mile of the proposed operation.
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5, The name and location of all roads, bridges, irrigation ditches, oil and
gas wells and lines, utility lines and streams or other bodies of
water within the scope of the map.
6. The general type, thickness and distribution of soil over the parcel
under consideration. Soil types shall be noted in the legend and
include their suitability for agricultural USE, as well as USES
proposed in the reclamation plan.
, section, township and range.
. Accesses to area.
9. Title, scale and north arrow.
10, Date with revision dates if applicable.
B. Extraction Plan Map. The Extraction Plan Map shall be prepared at a one (1)
inch equals one hundred (100) feet scale and shall include the parcel in question,
as well as features within five hundred (500) feet of the parcel boundaries. The
scale of the map may be reduced to one Cl) inch equals two hundred (200) feet
or one (1) inch equals three hundred (300) feet upon approval by the Department
of Planning Services. The Kxtraction Plan Map shall display the following
information:
1, A plot plan of the property for which application is made. The plot plan
shall delineate the boundary lines of the Special Review Permit
area.
2. The topography of the area at five-foot contour intervals or at intervals
as determined by the Board of County Commissioners.
3. The name and location of all streams, including normally dry streams,
ponds or other bodies of water, existing and proposed
STRUCTURES and LANDSCAPE features.
4. The size and location of proposed pit areas.
5, The phases of the operation. The legend will include the time required
for each phase of the operation.
6. The location of all proposed operating STRUCTURES, parking areas,
ingress and egress, stockpile areas and circulation routes. The
general location of equipment which will be moved as operations
proceed, such as portable crushing and screening plants, shall be
located on the map.
7. The legend shall include a complete and accurate legal description as
prescribed by the application form. The description shall include
the total acreage of the parcel.
8. Certificates: certificate of responsibility; Planning Commission
certificate; certificate of approval by the Board of County
Commissioners.
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. Title, scale and north arrow.
10, Date and revision dates if applicable.
11. Extraction Standards.
12. Such additional information as may be required by the Board of county
Commissioners to satisfactorily explain the general requirements
for the type of operation anticipated. (Weld County Codification
Ordinance 2000-1)
Acknowledged.
Sec, 23-4 280. Supporting Documents.
The following documents or any other similar documents shall be submitted by
the applicant if deemed necessary by the Board of County Commissioners for
the protection of the health, safety and welfare of the inhabitants of the County.
A. The applicant shall submit a copy of those Reclamation Plans submitted to
the state of Colorado Mined Land Reclamation Hoard. The Reclamation Plans
must include a map showing property boundaries, topography, bodies of water
and access.
Acknowledged and provided for under OMLR Exhibit E - Reclamation Plan, and
Exhibit F - Reclamation Plan Map; and related exhibits.
B. Plans for obtaining water supplies to replace water consumed by mining
and processing of the material, including dust control, consumed for domestic
purposes by employees, and consumed by evaporative losses from exposed
groundwater..
Please refer to information provided by Cheryl Signs Engineering under OMLR
Exhibit G - Water Information; Sec. 23-4-260 (13), and The Water Supply
Information Sheet as provided to fulfill Sec. 30- 28-133 Cd), C.R.S.
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June 2017
C. Crosssectionsof drainage STRUCTURES (culverts for access to
COUNTY roads, interior haul roads crossing of ponding or stream channeling).
The primary access road is shown on OMLR Exhibit C-2: Extraction Plan Map.
All access is existing. Typical cross -sections of access roads are 30 feet wide
with an estimated six inch surface of gravel with bladed roadside drainage
approximately six inches below the road surface.
D. Profile and typical cross-section of haul roads. (Weld County Cod
Ordinance 2003-10) Sec. 23-
The primary haul road and area access roads are similar in design, purpose and
intent. . Typical cross -sections of all internal roads are 30 feet wide with an
estimated six inch surface of gravel with bladed roadside drainage
approximately six inches below the road surface. The primary access road is
shown on OMLR Exhibit C-2: Extraction Plan Map.
E. An applicant for in -situ solution mining shall submit written evidence of
approval for all federal and state regulatory agencies. (Weld County code
Ordinance 2003-10; Weld County Code Ordinance 2007-14)
Not Applicable.
4-290. Operations Policies.
The policies outlined below represent a minimum model for operations standards
for the proposed USE. Stricter standards may be imposed by the Board of
County Commissioners during the review process to ensure the protection of the
health, safety and welfare of the inhabitants of the County.
A. I\ o excavation or processing of sand and gravel shall be permitted nearer
than ten (10) feet to the boundary of ADJACENT property, easement or
irrigation ditch or right-of-way, nor nearer than one hundred twenty-five (125)
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feet to any existing residence, unless by written agreement the owners of such
ADJACENT property consent to a lesser distance and the Planning Commission
approves such lesser distance. The Planning Commission may set a greater
distance than mentioned above when, in its opinion, it is justified.
Acknowledged and provided for. Please refer to OMLR Exhibit C- 2: Extraction
Plan Map,
B. All sand and gravel operations shall be conducted during the hours of
daylight except in the case of public or private emergency, or to make
necessary repairs to equipment. This restriction shall not apply to operation of
administrative and executive OFFICES or repair facilities located on the
property.
Consistent with other approved Varra extraction operations; an average of 9+
e mployees (6-12_I at any one time) will work commonly in 8 to 12 hour shifts,
e xcept for those government jobs or emergencies that require night time work,
which may require up to three shifts over a 24 hour period for the necessary or
required duration of the project.. Other users include approximately (Range 20
- 250 I) commercial and private haulers per day, including an occasional visitor
or inspector. Commonly, operations will occur six (6) days a week, Monday
through Saturday, however, occasionally, contracts or other project obligations
may from time to time require a full seven day work week, including Sunday.
Flexibility of both hours and days is a necessary aspect of the nature of
maintaining and building Weld County's infrastructure and agricultural,
residential, commercial and industrial communities, all of which place variable
and unpredictable demands for earth derived construction materials, twenty-four
hours a day, seven days a week (24/7). A more precise estimate and breakdown
is not realistic, and any numbers represented are estimates that will vary by
circumstances and market conditions prevalent at the time.
* All product will be transported via conveyor to our Kurtz facility to the North.
Trucking will be limited to the occasional pit run removal or the unexpected
n eed; or otherwise for emergency, contract, or exceptional circumstances
e xceeding more than 24 truck trips in an eight (8) hour period for the duration of
the temporary demand. If truck traffic exceeds this de 1771.1711/221.5" number, Varra
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Companies, will coordinate necessary maintenance of affected roadways with
Weld county Public Works for the duration of the temporary exceedance.
C. Weeds and any other unsightly or NOXIOUS W KK _ s shall be cut or
trimmed as may be necessary to preserve a reasonably neat appearance and to
prevent seeding on adjoining property.
A complete and thorough weed management plan will be implemented, as
detailed in OIILR Exhibit I/J - Soils and Vegetation Information, The plan at a
minimum conforms with this policy.
D. Existing trees and ground cover along PLBLIC road frontage and drainage
ways shall be preserved, maintained and supplemented if necessary, for the
depth of the SETBACK in order to protect against and reduce noise, dust and
erosion.
Existing trees and ground cover along public road frontage and drainage ways
will be preserved, maintained, and supplemented where necessary to aid in the
stability of perimeter lands and minimize operational impacts. The concurrent
establishment of a perimeter berm of soil of varying width up to five (5.0_I ) feet
in height will, at a minimum, flank significant portions of the perimeters of each
field of extracted and reclaimed land, thereby adding to the depth of the setback.
While the berm width will vary, it will fit within the ten (10.0±) foot buffer
between the permit boundary and any planned extraction, and if wider, will
extend into the basin area conforming to 3H:1V minimum outslopes.
1{f. Insofar as practicable, all means of access to the property from any
STREET shall be located and designated as to avoid the routing of vehicles to
and from the property over STREETS that primarily serve residential
DE KLOPMENT.
Acknowledged. The location of the designated primary access road entrance
on IVCR 28 and along the east boundary of the project area will tend to
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minimize impact to area residences. While existing agricultural access are
preserved as secondary access for senior personnel and the landowners/users,
all visitors and laborers will utilize the primary access. Parking will be
commonly limited to the plant and stockpile area identified on ()MLR Exhibit C-
2: Extraction Plan Map, except where internal operations are necessary to the
e xtraction, transport, communication and maintenance of extraction activities
and equipment, and for the necessary access by authorized personnel or
support services.
Employee parking will be flexible to better accommodate internal operations as
n ecessary respective of the extraction, transport, communication and
maintenance of extraction activities and equipment, and for the necessary
access by authorized personnel or support services. Visitor parking will be
available at the scalehouse.
All Varra Company, Inc. personnel are encouraged to observe area speed limits
in established company safety policy. Posted speed limits of 15 mph will be
e vident along the primary access road, or as otherwise determined in
cooperation with U.S. MSHA requirements. Minimum specification of access
where they meet Weld County roads, as specified in Part 9, below, will be
honored.
P. All access roads from sand and gravel operations to PUBLIC highways,
roads or STREETS, or to adjoining residential STRUCTURES, shall be paved or
otherwise treated to minimize dust conditions on all parts of such access roads
which are located within one-fourth (1) mile of the PUBLIC highway, road,
STREET or adjoining residential STRUCTURE.
Internal haul roads will be kept damp through the use of water applied by a
water truck during haul operations. A fugitive dust permit will be secured for
the operation with the Colorado Department of Health. Extracted material is
commonly moist and as extraction advances below original ground, when
combined with existing buffers, and other management practices, air borne
materials will be fully minimized. Since the prevailing winds are generally from
the west, and as the lands are situated below area residences, incidental wind
✓ elated effects will tend to blow material east and away from the nearest
✓ esidences along the southern flank of the location.
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G. Prior to starting excavation in certain specific instances, as first
determined by individual investigation by the Board of County Commissioners,
where excavations are considered hazardous or otherwise harmful to nearby
residents or to their property, the board of County Commissioners may require
the excavations to be fenced or that some other action be taken on the part of
an operator in order to minimize the hazardous situation.. Chain link fencing to
keep out young children, three -strand barb wire to keep out LIVESTOCK,
acceleration/deceleration lanes to facilitate the safe/smooth flow of traffic, and
water augmentation to compensate for water losses caused by evaporation are
examples of actions which may be required by the Board.
The property is surrounded by fencing, with steel gates and/or cattle guards
securing all entrances. Repairs will be made as needed to downed fence prior to
onset of extraction activities. All repairs will meet or exceed the nature of the
existing fence, which varies according to the adjacent landowners. All gates to
the primary access are locked when personnel are absent from the location to
better discourage unauthorized access
H. Where topsoil is removed, sufficient arable soil shall be set aside, for
respreading over the excavated area.
Sufficient and suitable soil will be set in reserve for the reclamation and
revegetation of reaffected ecte d lands remaining above the anticipated final water
level of the extracted basins as detailed in OMLR Exhibit E - Reclamation Plan,
Exhibit I,/J - Soils and Vegetation Information.
I. Rock crushers and similar accessory facilities and equipment, but not
including hatching (concrete and asphalt) facilities may be allowed. However,
the Planning Commission or Board of County Commissioners may set out
additional conditions under which these operations may be permitted; and said
conditions may vary by location due to abutting land US N1. Concrete and
asphalt batch plants shall meet the requirements of Section 23 - -40..
Acknowledged.
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June 2017
J. Insurance. The operator shall furnish evidence that he or she is insured
to the extent of not less than one hundred thousand dollars (S100,00000)
against liability for any negligent act or omission by the operator from the
operation or maintenance of the sand and gravel pit and the extraction and
production of sand and gravel and all activities connected with or incidental
thereto.
Please refer to the included copy of a Certificate of Insurance, as provided by
Holmes Murphy - Colorado, listing Varra Companies, Inc., as the insured. The
insured amounts meet or exceed the $100,000.00 minimum required by Weld
County
I. The USE will not cause injury to vested or conditional water rights. If the
USE may result in injury to vested or conditional water rights, the applicant shall
present a copy of a well permit to the Department of Planning Services prior to
recording the Flat or at a time designated by the Board of County
Commissioners, either supported by a plan of exchange or substitute supply
approved by the State Engineer or a decreed plan for augmentation approved by
the District Court for Water Division No. 1 which prevents injury to vested and
conditional water rights. (Weld County Codification Ordinance 2000-1; Weld
County Code Ordinance 2003 10)
The applicant shall present a copy of the approved substitute supply plan and
well permit to the Department of Planning Services prior to recording the Plat or
otherwise, prior to exposing groundwater at the location, or as otherwise
designated by the Board of County Commissioners. The information provided by
the applicant's water engineer in Sec. 23-4-260 (13) and The Water Supply
Information Sheet as submitted to fulfill Sec. 30-28-133 Cd), C.R.S., is consistent
with information to be provided to the State Engineer as part of the applicant's
assurance that operations will not result in an injury to vested and conditional
water rights.
Sec. 23-4-300. Reclamation Policies.
A. Reclamation plans shall be reviewed to determine the compatibility of the
proposed USE with surrounding land USES.
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June 2017
Acknowledged. Please refer to Questionnaire - Parts 2 and 3.
B. Following the completion of operations, the land shall be left in a safe
condition.
Acknowledged. Reclamation provides for slopes of 3H:1V or flatter for areas
above the anticipated final elevation to ten (10_I ) feet below that level. All
affected lands not otherwise occupied by roads, structures, or continued surface
disturbance in support of approved post extraction uses will be stabilized using
the OMLR approved seed mixture, as detailed under OMLR Permit Exhibit E -
Table E-1: Primary/Preferred Re -vegetation Seed Mixture). An optional seed
mixture is provided under Exhibit E - Table E- 2: Optional/Default Revegetation
Seed Mixture.
C. Sufficient drainage shall be provided so as to prevent water pockets or
undue erosion. Grading shall be accomplished in such a manner that stormwater
leaves the property at the original, natural drainage points. Runoff at any one
(1) such point shall not normally be increased over historic flows. Increases
over historic flows shall be allowed only when it is shown that the increased
flows will not adversely impact USES or lands affected by such flows.
Acknowledged and supported by a Storm -water Management Plan under an
approved Colorado Department of Health stormwater permit, a soil management
plan as detailed under OMLR Exhibit E - Reclamation Plan and Exhibit I ',T - Soils
and Vegetation Information of the OMLR permit.
D. All excavated areas shall finally be graded in substantial conformity to the
USE of the land proposed in the reclamation plan. Ridges, banks and mounds
shall be graded so as to minimize erosion. Trees, shrubs, legumes, grasses or
other ground cover shall be replaced in order to avoid erosion insofar as is
practicable.
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Acknowledged and incorporated into the extraction and reclamation planning
detailed in the relevant exhibits provided with this submittal.
Sec. 23-4-3 10. Cancellation of Permit.
The Board of County Commissioners shall have the power to cancel permits for
violation of any of these regulations or conditions imposed by the Board. The
Board of County Commissioners shall cause to be served written notice upon the
permittee at the address contained in the permit setting out a clear and concise
statement of the violations, and directing the permittee to correct such violation
within thirty (30) days. If the violations have not been corrected, the Board of
County Commissioners shall direct the permittee to appear before the Board of
County Commissioners, not less than ten (10) days nor more than thirty (30)
days after the date of service notice. The Board of County Commissioners shall
hold a hearing to determine the nature and extent of the alleged violation and
shall have the power, upon good cause being shown, to cancel or revoke the
permit heretofore issued to the permittee, to require the County or its agents to
enter upon the premises and to take the corrective measures required by the
Board of County Commissioners; the cost to be assessed against the permittee
and his or her sureties..
acknowledged
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Que stionnaire
The following questions are to be answered and submitted as part of the L.TSR
application. I. a question does not pertain to your use, please respond with 'not
applicable,' with an explanation as to why the question is not applicable. The
application requirements are outlined in Section 23-2-260 .nd Chapter 23,
Article IV, Division 4, of the Weld County Code. The application shall contain
the following information:
1. A. detailed description of the method of mining operation. The description
shall include:
a. The types and numbers of structures that will be erected (build) on
site including operation and processing equipment to be employed.
The operation involves the surface extraction of aggregate. Surface soil
is removed from the underlying deposit. Soil in excess of that required
for reclamation is considered a resource. Extraction if typically over the
shoulder removal of the deposit utilizing (but not limited to) bulldozers,
scrapers, front end loaders, and excavators. Extracted materials are
typically transported by haul truck or conveyor to a designated plant area
for processing, such as our nearby Kurtz or Heintzelman operations.
Operations require the flexibility of bringing to the designated plant site
location (as shown on O114LR Exhibit C-2: Extraction Plan Map) portable
and temporary equipment, including a scale, scalehouse, and related
equipment. All planned equipment and are temporary and portable. A
building permit approved by the Weld County Building Department will be
secured prior to the construction of any permanent structures within the
permit area.
b. The number of shifts to be worked and the maximum number of
employees.
Consistent with other approved Varra extraction operations; an average of
± employees (6-12_I at any one time) will work commonly in 8 to 12
hour shifts, except for those government jobs or emergencies that require
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night time work, which may require up to three shifts over a 24 hour
period for the necessary or required duration of the project. Other users
include approximately (Range 20 - 50±) commercial and private haulers
per day, including an occasional visitor or inspector. Commonly,
operations will occur six (6) days a week, Monday through Saturday,
however, occasionally, contracts or other project obligations may from
time to time require a full seven day work week, including Sunday.
Flexibility of both hours and days is a necessary aspect of the nature of
maintaining and building Weld County's infrastructure and agricultural,
✓ esidential, commercial and industrial communities, all of which place
✓ ariable and unpredictable demands for earth derived construction
materials, twenty-four hours a day, seven days a week (24/7). A more
precise estimate and breakdown is not realistic, and any numbers
✓ epresented are estimates that will vary by circumstances and market
conditions prevalent at the time.
* All product will be transported via conveyor to our Kurtz facility to the
North. {Trucking will be limited to the occasional pit run removal or the
unexpected need; or otherwise for emergency, contract, or exceptional
circumstances exceeding more than 24 truck trips in an eight (8) hour
period for the duration of the temporary demand. If truck traffic exceeds
this de mmmmm/minis number, Varra Companies, will coordinate necessary
maintenance of affected roadways with Weld County Public Works for
the duration of the temporary exceedance.
c. Whether the operation will involve a wet or dry pit.
The operator requires discharge of groundwater to gain access to the
n ecessary product in the most economically viable means possible. The
pit will be maintained dry until such a time as extraction and basin slope
✓ eclamation and recoiling are completed for each Field of the project.
Extraction activities will remove aggregate to a mean depth of 39.0± feet
from the surface, Anomalous depths from 15.0± to 60.0± feet or greater
may occur, Since anomalous depths greater than 40± feet may occur, any
e xtraction deeper than 39± feet in depth, may be extracted either dry, or
wet. If extracted wet, a dredge may be utilized for the removal,
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Weld County USR 110
June 20►17
d. County roads and bridges to be utilized, along with site
e ntrance/exit points. (Coordinate with County Engineer).
* All product will be transported via conveyor to our Kurtz facility to the
North. Trucking will be limited to the occasional pit run removal or the
unexpected need; or otherwise for emergency, contract, or exceptional
circumstances exceeding more than 24 truck trips in an eight (8) hour
period for the duration of the temporary demand. If truck traffic exceeds
this de minns number, Varra Companies, will coordinate necessary
maintenance of affected roadways with Weld Co9unty Public Works for
the duration of the temporary exceedance.
Otherwise, the location of the designated primary access road entrance
was selected to minimize impact to area residences. From the location,
traffic may follow \ SCR 28, 26, 24, 13, 19 or WCR 17 to gain access to
Colorado Highway 85 to the east, and U.S. Highway 66 to the north, or
US. Interstate 25 to the west.
The size of the area and stages to be worked at any one time.
Please refer to Parts 6, 7, and 8, below. The Fields and areas to be
worked are further identified in the OMLR Exhibit D - Extraction Plan and
Exhibit C-2: Extraction Map. While all Fields can be worked
simultaneously, the rate, direction, and order of extraction will be
determined by the strategies outlined in the extraction and reclamation
plan exhibits, and by prevailing market conditions.
f. A time table giving the periods of time and number of phases to be
worked, which will be required for the various phases of the operation.
Please refer to OMLR Exhibit D - Extraction Plan and Exhibit C- 2:
Extraction Map. Within the permit boundary, there are four identifiable
areas, the description of which will help to explain the nature of planned
e xtraction and reclamation. Those identifiable areas are as follows:
The 156.78± Acre permit boundary contains two areas of planned
e xtraction bounded by extraction limits and identified as Tract A - West
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Basin and Tract B - East Basin. Each area of planned extraction includes
the following:
50,36±
46,13±
96.49±
Acres of Planned Extraction - Tract A - 05-1 5± years,
Acres of Planned Extraction - Tract B - 10-30+ years.
Acres of Planned Extraction - TOTAL
Of the remaining 60.29± acres of the permit boundary, 26.29± acres
comprise existing and permanent access roads, irrigation laterals,
operational support/mineral reserve areas, and setbacks or areas of pre-
e xisting, minor, to no disturbance, The remainder includes a 10.00± acre
Mineral Reserve Area (1) between Tracts A and B, and an additional
24.00± acre Mineral Reserve Area (2) to its south.
Extraction will not occur within the Mineral Reserve Areas until and
unless identified, detailed, and approval under a separate technical
revision to the ()MLR permit, Until that time the Mineral Reserve Areas
will be used to support both wet and dry plant operations and stockpiling
of processed materials.
A portable scalehouse/office may also be located in the Mineral Reserve
Areas, The actual location, extent, and facilities will be detailed and
identified by location an extent in a later technical revision to the original
approved permit. No on -site storage of fuels is planned as portable fuel
(trucks) will service all heavy and correlated operational equipment. An
e lectrical line serving operations is not shown on included maps as it is
e stablished by the operator, temporary, and subject to relocation in
cooperation with United Power Company, All other power and related
overhead or buried lines are outside of the influence of extraction activity,
or will otherwise be relocated in cooperation with their owners or other
responsible parties where they conflict within the interior of planned
e xtraction. Buried oil and gas lines are estimated, and extraction and
offset of operations are approximate and will be determined in the field in
cooperation with the Utility Notification Center of Colorado,
It should be noted that a homestead and yard with outbuildings occupies
1,50± acres and acts to divide the north central permit boundary, The
access road leading to the homestead has an active easement for
operations which will be used as secondary access for light vehicles and
e quipment. Immediately south of the residential yard, existing facilities
prevent the area from being used other than as a storage or parking area
for vehicles, equipment (including heavy equipment), supplies, or other
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operational support purposes. This location is fully disturbed by prior
agricultural and landowner purposes. This may also include the placement
or construction of storage structures and materials.
While the on -set of reclamation is concurrent with extraction, the
completion of reclamation may lag up to five (5.0±) years behind the onset
of reclamation activities. Complete extraction of the permit area is
presently expected to take approximately 25-30 years, depending upon
market conditions, with an additional 5 years following completion of all
extraction activities for ultimate completion of concurrent reclamation
activities, placing the completion of all activities near 2045-2050,
depending upon the date of start-up.
Approved reclamation for all open areas of extraction and disturbed land
will be secured by an appropriate financial warranty as determined by the
O11ILR, and adjusted to cover circumstances as they occur over the life of
the operation. Simultaneous extraction of both Tracts may occur.
Simultaneous extraction will tend to accelerate the overall completion of
extraction activities and final reclamation of the location, to the extent
that it occurs.
g. The depth and thickness of the mineral deposit to be mined and the
thickness of overburden to be removed.
Please refer to OMLR Exhibit D - Extraction Plan and Exhibit C-2
Extraction Map. Extraction activities will remove aggregate to a mean
depth of 39.0± feet from the surface. Anomalous depths from 15.0± to
60.0± feet or greater may occur,
h. The proposed use of reclaimed lands and an explanation of the
reclamation process.
Reclamation is concurrent with continuous resource recovery operations.
Extraction activities will remove aggregate to a mean depth of 39.0± feet
from the surface. Anomalous depths from 15.0± to 60.0± feet may occur.
While extracted slopes may be temporarily 1.2SH=1v, all final basin
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(reservoir) slopes will be established concurrently with extraction and will
conform to DIMMER Rule 3.1.5(7), or flatter.
The general direction of extraction activities over the diverse Fields is
shown on OMLR Exhibit C-2 - Extraction Map. Extraction will not occur
within 125± feet of any residential structure. Extraction will occur to
within 10.0± feet of the permit boundary, easements, right-of-ways, and
non-residential structures; except that extraction activities will be limited
to within 25.0± feet of well heads and facilities. Those same wellheads
will be backfilled to create a 100 foot radius around the well head for
future oil and gas activities at that well head. Fill will be placed
concurrently with extraction around the well head and related facilities, to
the extent practical. At all times, safety will take precedent.
Because the project area may be fully affected, phasing does not
adequately describe the extraction and reclamation potential of the permit
area. Tracts are used, since each Tract can be accessed concurrently
with the other, and per ()MLR Exhibit L - Reclamation Costs, accelerated
e xtraction only serves to decrease the overall reclamation liability and
accelerate final reclamation and site stabilization of the property as a
whole, Therefore, any method that accelerates the above timetable,
including concurrent reclamation ongoing within each field, will be utilized,
based upon market conditions and the capacities of the operator,
As indicated in IMILR Exhibit E - Reclamation Plan: As extraction
progresses over planned areas of extraction; the resulting 1,25H:1V
slopes created during extraction will be concurrently modified by pushing
the resulting pit bottom with a dozer until the resulting basin slopes
conform with OLMR Rule 3.1.5(7). Lands above the anticipated static
water level of the basins and within 10.0± feet below the anticipated final
water level of the basins will be graded to 3H:1V, or flatter. Naturally
occurring slopes may exceed 2H:1V where not otherwise affected by
e xtraction activities and will not be altered as part of reclamation unless
n ecessary to facilitate the reclamation of affected lands.
A Backfill Notice is included with the ()MLR application as an Addendum at
the back of OMLR Exhibit E - Reclamation Plan, to facilitate the fill of
portions of the extracted lands for final end -use potentials beyond
reservoir storage, which may include residential, commercial or industrial
structures or uses otherwise approved, now or in the future, by Weld
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County, Colorado. The extent and nature of the reservoir represents the
maximum build -out respective of optimal extraction of commercial
product and resulting final slopes.
All affected lands above the anticipated high water mark of the reservoirs
will be capped with a minimum of six (6.0±) inches of soil, as supported by
()MLR Exhibit I &J - Soils and Vegetation Information. Timing and use of
soil is detailed further under OI ILR Exhibit I car J — Soils and Vegetation
Information and Exhibit L - Reclamation Costs. Where compacted lands
e xist, and are to be revegetated, those locations will be ripped prior to
re -soil application. There are no known areas of compaction at the time
of this application which would require such activity; and ripping remains a
contingency of the application.
The final land configuration results in two reservoir basins totaling 9.37±
surface acres (refer to OMLR Exhibit F: Reclamation Map). The balance
of unoccupied affected lands above the anticipated final water level will be
stabilized where necessary utilizing the approved OMLR seed mixture, as
detailed under OMLR Permit Exhibit E - Table E-1: Primary/Preferred
Re -vegetation Seed Mixture). An optional seed mixture is provided under
Exhibit E - Table E-2: Optional/Default Revegetation Seed Mixture.
Lands not otherwise occupied will be later developed to the highest
possible end -use, and will likely comprise a mixed use which may include
other agricultural uses as well as light residential, commercial or industrial
uses.
All reaffected lands remaining above the anticipated final water level of
the ponds, and not otherwise occupied by existing or planned mixed uses,
will be re -vegetated with the approved seed mixture(s) for general
agriculture. To aid in the establishment and survival of the preferred
species, a wheat x wheatgrass sterile hybrid will be combined with either
applied mixture as a substitute for the use of mulch. Since the formerly
cropped land is being replaced with predominantly native grasses, the
target for release over the revegetated lands is based upon the
e stablishment of a stabilizing cover whose foliar umbrella equals or
e xceeds 25 percent of the total area of the ground as measured three
inches above the native soil on a square meter basis for typical areas of
reclaimed cover achieved within five years subsequent to the completion
of all extraction activities.
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Since the area of surrounding lands is a mix of these uses, the site end
use will retain these potentials. Mixed use (s), other than Developed
Water Resources will occur and may include, but are not limited to: the
retention of existing structures as desired for continued agricultural,
residential, industrial, commercial, or other mixed use (as validated by any
co -related and required Weld County Building Permits); the creation of
unforeseen future structures, and for the use and development of on site
water resources.
While the on -set of reclamation is concurrent with extraction, the
completion of reclamation may lag up to five (5.0±) years behind the onset
of reclamation activities. The rate of reclamation activity, including
grading, soiling and revegetation will follow concurrently with extraction
and the respective timetables identified for extraction under ()MLR Exhibit
D - Mining Plan. All timetables are contingent upon market conditions;
therefore, a probable range of time is indicated. With extraction activities
anticipated to take up to 30 years to complete, reclamation will add an
approximately five years to this estimate, bringing the anticipated life of
the mine to O-35± years, or the year 2O45-2O5O, depending upon market
demand.
i. The source of technical advice in that type of reclamation for open
cut mining land.
Varra Companies, Inc. (Christopher L, Varra, President) in cooperation
with •
Garrett C. Varra, Vice President of Operations (Varga Companies, Inc.)
Brad Jones, Civil Engineer (Varra Companies, Inc.)
Joby Adams, Hydrogeologist (AWES, LLC.);
Cheryl Signs, Water Engineer (Cheryl Signs Engineering);
Curtis Hoos, PLS (American West Land Surveyors); and,
Bradford Janes, Professional Forester (Varra Companies, Inc.)
2. A statement which explains how the proposal is consistent with the Weld
County Comprehensive Plan.
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The project conforms with Section 22-5- 0 of Weld County's
Comprehensive Plan: Commercial and Mineral Resource Deposits Goals
and Policies. Expansion of human habitat and related pressures on area
infrastructure is already evident near this location.
The extraction of aggregate resource is in fact resource conservation, and
tends to lessen the future density of subsequent urban development
resulting from the inevitable expansion of human habitat, supporting uses,
facilities and infrastructure. It is in fact this existing and ever expanding
urbanization of agricultural land that constitutes the greatest demand for
this nonrenewable resource. Without aggregate, accommodating an
expanding population is subordinated to maintaining the existing
infrastructure which rapidly begins to fail, along with the economic base
and downstream revenues that depend upon them. Imagine, Highways 85,
34, and 1-25 as dirt roads.
Section 22-5- 0 of Weld County's Code of Regulations is consistent with
Colorado law, both of which require that this resource must be recovered
prior to other development which would otherwise impede access to it.
The subsequent development of a diverse multiple land use potential at
this location, when complemented with sound environmental parameters,
as advanced under this proposal and the attending ()MLR permit exhibits,
is in keeping with the spirit and intent of the policies and goals of Weld
County, Approval of the application will allow the resource to be
accessed and utilized in a reasonable and orderly manner as required
under both Colorado law and the Weld County Code of Regulations.
The proposal complements the surrounding land uses and mixed zoning.
Resource recovery simply cannot occur over lands developed with houses
and other structures. Where extraction occurs, the formerly modified and
cropped landscape will be replaced with water resources. Unlike other
urban uses that intrude upon the agricultural districts, extraction is a
transitional use, that leaves the final land in a configuration that prevents
high density urban development, common to residential subdivision for
example.
The resulting basins create visual and functional amenities that harmonize
the scale, function, and vistas of surrounding agricultural lands and
habitats, While residential development fragments wildlife habitat with
increasingly larger building footprints for dwellings along with
incompatible landscapes and fence -works; the results following extraction
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typically do not result in such permanent diminished landscapes, habitats
or densities. The reclamation of extracted lands in fact often incorporate
or introduce concepts often lacking in other developmental impacts. The
more open design elements include the creation of edge effect resulting
from the reintroduction of a more native landscape with enhanced aquatic
margins that better complement and aid wildlife and scenic values.
Overall, final reclamation of the extracted lands create features that better
complement and lend themselves to the visual enjoyment of the
surrounding community. The Vicinity Map shows those properties
currently under permitted extraction, or otherwise owned or leased by
companies that will eventually open those lands to extraction.
Future Compatibility:
The resulting reservoirs foreseen under the reclamation plan will result in
lower density development toward the St. Vrain Creek watershed.
Agricultural conversion to other extraction and mixed industrial,
commercial and residential uses are already evident as shown on the
Vicinity Map. The water from the reservoirs can be made available for
either urban or agricultural uses, but the basins alone are essential to
providing a means to store and manage available waters. Any subsequent
lower density development which may follow will still require necessary
approvals from Weld County Building Department prior to the construction
of any permanent structures, and from Weld County Planning, prior to the
utilization of the parcels for any subsequent light residential, commercial
or industrial uses beyond those already indicated under this submittal, and
specifically indicated on ()MLR Exhibit C- 2: Extraction Plan Map.
3. A statement which explains how the proposal is consistent with the intent
of the district in which the use is located.
The application is an allowable and complementary use within the
Agricultural A District. Resource recovery simply cannot occur over lands
developed with houses and other structures. Under Title 34, the State of
Colorado and Weld County require the removal of a valuable mineral
deposit from those lands prior to any other development. This application
assures the conservation of the underlying valuable aggregate deposit will
occur in a manner that complements and enriches the surrounding
community. Extraction produces more than aggregate, it provides for long
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term continuity and downstream wealth in the form of jobs for all those
who utilize the products, it aids in the maintenance and necessary
improvements of aggregate dependent infrastructure, and assures a
✓ evenue for state and county government and area school districts.
Reclamation of extracted lands will result in the creation of water storage
basins (Developed Water Resources) over the majority of the location, and
a buffer to increasing urbanization of natural and agricultural lands.
All lands affected above the anticipated final static water level of the
✓ eservoirs will be returned to a beneficial and stabilizing cover of
predominantly native vegetation; except where existing access roads,
structures or other reasonable obstacles prevent it. Other reasonable
obstacles may be in the form of existing or continued agricultural uses, or
a mixture of other approved uses such as light residential, commercial;
and industrial.
Unlike other urban uses that intrude upon the agricultural districts,
extraction is fundamentally a transitional use that leaves the final land in a
configuration that discourages the later development of high density urban
uses such as residential land development. While residential development
fragments wildlife habitat with increasingly larger building footprints for
dwellings along with incompatible landscapes and fence -works; the
✓ esults following extraction typically do not result in such permanent
diminished landscapes, habitats or densities.
The resulting basins create visual and functional amenities that harmonize
the scale, function, and vistas of surrounding agricultural lands and
habitats. The reclamation of extracted lands in fact often incorporate or
introduce concepts often lacking from other human development, including
the creation of edge effect resulting from the reintroduction of native
landscape and enhanced aquatic margins that will better complement and
aid wildlife, scenic values, water resources, and overall to the benefit and
visual enjoyment of the surrounding community.
The planned resource recovery activity is remote enough from existing,
yet encroaching, residential subdivisions to remain comparatively
unobtrusive to those existing high density populations. The projected
scale of operations are compatible with area dairy and farm uses, yet do
not intrude upon the level of background noise to existing local residences
beyond that already experienced along area highways and roadways. The
planned location of support related activities into an existing hillside and
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away from area residences will further assure diminished impact from
noise and related effects of planned operations.
4. If applicable, a statement which explains what efforts have been made, in
the location decision for the proposed use, to conserve productive agricultural
land in the agricultural zone district.
Some of the identified soils are Prime Irrigated Soils as designated on the
U.s.D.A. Map titled, Important Farmlands of Weld County. Since extraction will
result in basins and reclaimed to water storage reservoirs, the marginal soils
overlying the aggregate resource will be salvaged and set aside for reclamation
to the extent necessary and prescribed under the approved ()MLR permit.
Excess soil will be made commercially available. Replacement of the entire soil
is not practical since resource recovery is dictated by the underlying deposit
and the resulting basin area will generate more soil than is needed for the
reaffected land remaining above the anticipated static water level of the basins
and otherwise requiring revegetation.
\\hen considering that the project location will be reclaimed to higher end uses
while making available the resource for raw construction materials, the loss of
some soil is unavoidable and necessary for the sake of the greater infrastructure
needs of the community. All soil will find a productive use, either in the
reclamation of affected lands not otherwise occupied by on -site access or other
uses, or by the ever increasing urban communities, or local agricultural base.
For a more comprehensive treatment of how the project meets the other goals
and policies of the Comprehensive Plan and surrounding uses, please refer to
Sec. 23-2- 60, below.
5. A statement which explains there is adequate provision for the protection
of the health, safety, and welfare of the inhabitants of the neighborhood and the
County.
The location as it is extracted will by its nature diminish any potential for
fire or flood to surrounding lands. The localized access surrounding the
basins, and the extraction itself resulting in basins below original ground
will serve to cause direct precipitation to drain internally or otherwise
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serve to route or divert external overland flows to existing waterways,
and in general serve as a firebreak to surrounding lands.
The nature of the extraction is intended to work the perimeters of the
limits of extraction inward and away from area roadways and residences.
By getting behind hillsides or below ground level, sounds from operations
will be muted by the resulting topography. Internal access to operations
is situated as far away as possible from nearby homes. Access into and
out of the permit area optimizes visibility to fellow travelers, while
distancing itself as far away as possible from residential homes.
Dust is minimized from leaving the project area by the extraction of moist
materials in a project area managed under the authority of a Colorado
Department of Health Fugitive Dust Permit. Waters are managed and
protected under authority of the Colorado Department of Health
stormwater and discharge permit requirements and Colorado Division of
Water Resources. Health and Safety of on -site personnel and visitors are
managed under authority of the federal MSHA program. All planned
e xtraction, reclamation, phasing, timelines, life of the mine and warranty
considerations are regulated under the state of Colorado Division of
Reclamation Mining and Safety CCDRMS), Office of Mined Land
Reclamation COMLR).
Reclamation of affected lands follows closely behind extraction activities,
as provided for under the Colorado Office of Mined Land Reclamation
[OMLRJ permit, and described in detail under OIMILR Exhibit E Reclamation Plan and Exhibit F - Reclamation Map, of that permit. Visual
impacts during and subsequent to extraction and reclamation activities are
e ased by the location below and away from area residences and by the
n atural topography broken by variegated vegetation and a vast spatial
separation.
6. A statement describing the existing surrounding land uses and explaining
how the proposal will be compatible.
The genesis of the location is associated with the development of
irrigation and the rise of sugar beet agriculture. Sugar beets were first
grown in Colorado in 1869, one year before members of a joint-stock
colonization company called the Union Colony of Colorado founded the
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City of Greeley. The Last Chance Ditch Company was formed in 1872, in
tandem with topographic alterations to deliver the water to leveled
landscapes, converting grasslands to crops. By 1879, the state's
agricultural college (later, Colorado State University) confirmed the
compatibility of the area soils for sugar beet production.
As Colorado's mining industry declined in the 1880's, farming in Weld
County flourished. Beet processing began in Grand Junction in 1899.
Great Western Sugar Company was founded in 1903 and built two plants,
one in Loveland and one in Greeley. The company was incorporated in
1905 and by 1906 beet sugar factories had been constructed in Rocky
Ford, Loveland, Greeley, Eaton, Fort Collins, Longmont, Windsor, Sterling,
Fort Morgan and Brush.
Long before there were plans for extraction, significant land modification
had occurred on and surrounding Parcel 122. By 1910, the Union Pacific
Railroad began plans for a line to transport area beet production and coal.
The railroad town of Gowanda was built, and in 1911, the Dent line was
completed east of St. Train Creek and nearly a mile west of Parcel 122,
severing the floodplain from the location. After the introduction of pivot
irrigation, land modification accelerated, and lands to the immediate east,
southeast, and south were leveled to provide a pathway for the pivot.
Materials were likely borrowed from portions of Parcel 122, which also
experienced land leveling and manipulation throughout the Twentieth
Century.
By this submittal, the owner proposes to alter these lands again, by similar
land modification, for well established purposes of beneficial land use that
further develops the attending water resources, while strengthening the
area economy. All lands reaffected e cte d by planned activities and remaining
above the anticipated static water level of the resulting reservoirs will be
returned to a beneficial and stabilizing cover of predominantly native
vegetation; except where existing access roads, structures or other
reasonable obstacles prevent it.
Under Title 34 (specifically, C.R.S. 34-1-305), the State of Colorado and
Weld County require the removal of a valuable mineral deposit from those
lands prior to development. The act of resource recovery and resulting
end use is allowable under the Weld County zoning designation of the A -
Agriculture zoned lands, which applies to the entire lands considered for
active extraction under this application. While the existing agricultural
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lands will change into managed reservoirs that change is essential since
resource recovery and the benefits to segments of our society simply
cannot occur over lands developed with houses and other structures.
The extraction is necessary to attain both the resource and end use
objectives. Both extraction and the resulting basins are historically and
contemporaneously fully compatible with the surrounding lands. The
planned activities over the formerly modified and cropped lands will return
them to a desirable and valuable beneficial use, resulting in improved
visual and fiscal enhancement to both the principle and surrounding land
owners.
The location is flanked by properties in the A -Agriculture Zone.
Agricultural lands flanking the west boundary are actively under
e xtraction by our company, while immediately to the north along WCR 28
are lands permitted for extraction by another company. Extraction is
present and on -going further to the north, and west to St. Vrain Creek.
While two homes front the northern extraction limits, unless closer
distances are agreed to, extraction limits are kept no closer than 12O feet
from any residential structure, since extraction will rapidly fall below
e xisting ground, it will also gain distance from area residents as it moves
south toward planned support area(s). This will serve to minimize noise
from extraction equipment.
Further, support activities are near the extreme south and center of
planned operations and the location is also designed to minimize any noise
e manating from any stationary 80 decibel (db) source, which falls to
background residential level (55 decibels) at 400 feet from the source.
Correspondingly, no 80±db stationary support source will be closer than
400 feet to an existing area residence. Potential impacts from noise will
be further diminished by placement of soil and resource stockpiles within
the support location(s) and where salvaged soil for reclamation is placed
along perimeter segments above the extraction limits.
Extraction will occur in the mineral reserve areas once they are no longer
occupied by support activities or any correlated stockpiles. Extracted
material may also be transported by haul truck or existing/future conveyor
systems to our existing operations located to the west and north of the
project area.
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Agricultural stock ponds, land leveling, use of equipment to manipulate
land for crops, and other agricultural based activities are not uncommon in
agricultural locations. As shown on the included Colorado Division of
Reclamation Mining and Safety (CDRIVIS), Office of Mined Land
Reclamation COMLR) Exhibit C-2: Extraction Plan Map, the greater
concentration of support activity, parking, machinery and equipment
storage and stockpiling of materials is located in a manner that is removed
from area residences and muted by the area landscape and topography,
including the predominantly open space and hillsides of the predominantly
cropped agricultural fields and sinewy flanks of the flood plain
e scarpment. The location is approached internally along its east boundary
and away from high density residential areas and roadway.
Unlike other urban uses that intrude upon the agricultural districts,
e xtraction is a transitional use that leaves the final land in a configuration
that prevents future high density urban development, common to
residential subdivision for example. The resulting basins create visual
and functional amenities that harmonize the scale, function, and vistas of
surrounding lands, uses, and habitats.
While residential development fragments wildlife habitat with increasingly
larger building footprints for dwellings, along with incompatible
landscapes and fence -works; the results following extraction typically do
not result in such permanent diminished landscapes, habitats or densities.
Many extraction operations serve to increase wildlife diversity with time,
with reclamation providing functional space that is otherwise crowded out
by urban development that is so fundamentally and permanently
destructive of wildlife and wildlife diversity. Hence the long term health
of wild life is advanced by extraction and reclamation, providing critical
corridors, habitat, and protection for diverse wildlife species that would
otherwise be lost. Often, the post mine landscape offers an obvious
e nhancement that returns a diverse native cover of vegetation to an area
formerly occupied by a monoculture of crops or worse, the useless array
of bluegrass lawns that destroy any hope of benefit to wildlife or man, and
increase the road kill from increased urban traffic that is so irresolutely
devastating to area avifauna and terrestrial wildlife..
The reclamation of extracted lands in fact often incorporates or
introduces concepts commonly lacking in urban development. The more
open design elements include the creation of edge effect resulting from
the reintroduction of a more diverse and native landscape, often
incorporating enhanced aquatic margins that better complement wildlife
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and scenic values, Overall, final reclamation of the extracted lands create
features that better lend themselves to the visual enjoyment by the
surrounding community. The Vicinity Map shows those properties
currently under permitted extraction, or otherwise owned or leased by
companies that will eventually open those lands to extraction.
A statement describing the existing land use.
The parcel is A -Agriculture. The agricultural lands are presently in crops
(corn), Existing oil and gas activities continue. The location is flanked by
properties in the A -Agriculture Zone. Agricultural lands flanking the west
boundary are actively under extraction by our company, while immediately
to the north along \VCR 28 are lands permitted for extraction by another
company. Extraction is present and on -going further to the north, and
west to St. gain Creek. While two homes front the northern extraction
limits, unless closer distances are agreed to, extraction limits are kept no
closer than 125 feet from any residential structure.
Describe, in detail, the following:
a, How many people (employees, visitors, buyers, etc.) will use this
site?
Consistent with other approved Varra extraction operations; an average of
9± employees (6-12_I at any one time) will work commonly in 8 to 12
hour shifts, except for those government jobs or emergencies that require
night time work, which may require up to three shifts over a 24 hour
period for a duration sufficient to satisfy the requirements or
circumstances of the government job or emergency. Other users include
approximately 20 - 250± commercial and private haulers per day,
including an occasional visitor or inspector. Commonly, operations will
occur six (6) days a week, Monday through Saturday, however,
occasionally, contracts or other project obligations may from time to time
require a full seven day work week, including Sunday.
Flexibility of both hours and days is a necessary aspect of the nature of
maintaining and building Weld County's infrastructure and agricultural,
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residential, commercial and industrial communities; all of which place
variable and unpredictable demands for earth derived construction
materials on a twenty-four hours a day, seven days a week (24/7) basis.
A more precise estimate and breakdown is not realistic, and any numbers
represented are estimates that will vary by circumstances and market
conditions prevalent at the time.
* All product will be transported via conveyor to our Kurtz facility to the
North. Trucking will be limited to the occasional pit run removal or the
unexpected need; or otherwise for emergency, contract, or exceptional
circumstances exceeding more than 24 truck trips in an eight (8) hour
period for the duration of the temporary demand. If truck traffic exceeds
this de .ra2initmm.,s number, Varra Companies, will coordinate necessary
maintenance of affected roadways with Weld County Public Works for the
duration of the temporary exceedance.
What are the hours of operation?
The operations provide for a twenty-four (24) hour, seven (7) day per
week readiness, with the principal hours of operation occurring between
5:00 AM through 8:00 PM Monday through Saturday. Support and
employee activities and maintenance may occur sooner or later than those
nominal hours outlined. Government contracts may require shifts and
activities that are essentially non-stop for indefinite periods of time and
seasons, depending upon the nature of work specified in those contracts,
or by other operations obligations, which constitutes the greater need for
operational flexibility respective of days and hours of operation.
c. What type and how many animals, if any, will be on this site?
No animal concentration applies to this operation, however, historic uses
for cattle, horses, or other livestock, are not intended to be surrendered
by this transitional use.
d. What kind (type, size, weight) of vehicles will access this site and
how often?
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* All product will be transported via conveyor to our Kurtz facility to the
North. Trucking will be limited to the occasional pit run removal or the
unexpected need; or otherwise for emergency, contract, or exceptional
circumstances exceeding more than 24 truck trips in an eight (8) hour
period for the duration of the temporary demand. If truck traffic exceeds
this de mrz n. s number, Varra Companies, will coordinate necessary
maintenance of affected roadways with Weld Co9unty Public Works for
the duration of the temporary exceedance.
Trucks may vary from pick-up size to small trailers for the general public,
to 15 ton tandem or 25 ton semi commercial haulers with an anticipated
average production departing the site of up to 5,000 tons per day and
commonly 20 to 250 truck trips per day. Generally, vehicle weights will
fall within 85,000+ pounds or less.
Who will provide fire protection to the site?
The operator, in cooperation with Mountain View Fire Protection District,
will provide fire protection to the site. All employees are trained under
federal MSHA regulations respective of fire, hazardous materials and
matters of health, safety and emergency first aid.
f. What is the water source on the property? (commercial well or
water district).
Varra Companies, Inc. has rights to its own water that it will utilize for all
project needs. Bottled water for drinking and sanitation will be available
for employees and visitors.
g. What is the sewage disposal system on the property? (Existing and
proposed).
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While there are not existing sanitary facilities for the planned activities,
prior to on -set of operations, the operator will provide two (2)
commercially available port -o -lets, accessible to both employees and
visitors. First aid facilities will be available for emergency washing of
body and eyes where required by MSHA safety regulations.
h. If storage or warehousing is propose d, what type of items will be
stored?
As a precaution in the event of fuel from portable fueling trucks spills
during refueling, absorbents will be stored on -site; as well as any
necessary lubricants for heavy equipment, vehicles and machinery. All
absorbents and lubricants will be secured in a locked waterproof container
until used.
i. Explain where storage and/or stockpile of wastes will occur on this
site.
No storage and/or stockpiling of wastes are anticipated for this location,
except for the possible import and use of inert material for fill to enhance
post project end use development. Where debris or other unwanted
material accumulates, for the purposes of sanitation, safety, and general
courtesy to our neighbors, all unwanted materials will be removed within
thirty (30) days of deposition to a permitted land fill or other suitable
location. Recyclable materials will be transported to permitted recycling
plants or processed on -site to the extent recycling activities are approved
under this application. All waste will be centralized and utilize an
appropriate container, pallets, or be of a nature where it is stable in its
present configuration or nature.
j. Explain the proposed landscaping/screening for the site. The
landscaping shall be separately submitted as a landscape plan map as part
of the application submittal.
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Parcel 122 — Resource Development Project
Weld County USR 128
June 2017
Planning for extraction commonly incorporates existing or created
vegetated buffers to complement adjacent lands and uses. Existing trees
and ground cover along public road frontage and drainage ways will be
preserved, maintained, and supplemented where necessary to aid in the
stability of perimeter lands and minimize operational impacts. The very
n ature of reclamation of these lands results in open spaces, diverse but
less dense end uses, and complementary transitional vegetation that does
not obstruct or conflict, but in fact complements, the surrounding lands
and area wildlife.
Consistent with OMLR Exhibit E - Reclamation Plan, revegetation will
o ccur over all reaffected lands remaining above the anticipated static
water level of extracted basins; or where not otherwise occupied by
permanent roadways, structures or other uses; and will involve the
application of the OMLR approved seed mixture detailed under OMLR
Exhibit E - Table E-1: Primary/Preferred Re -vegetation Seed Mixture).
An optional seed mixture is provided under Exhibit E - Table E-2
Optional/Default Revegetation Seed Mixture.
The seed mixture will result in a stabilizing cover of predominantly native
grasses over the affected lands. The emergent species of grasses vary in
height, form, function, and color, and are highly adaptable to the new soils,
k. Explain how long it will take to construct this site and when
construction and landscaping is scheduled to begin. Timetable 2 - 2
260.C12.
Extraction is expected to commence in the spring -fall, 2016, and will
occur over approximately twenty-five (25) years, with concurrent
reclamation following close behind extraction within each field of land
affected by operations. Completion of reclamation over all affected land
will take up to an additional five (5) years following termination of
e xtraction activities, for a total anticipated project life up to 35 years;
concluding sometime in the winter of 2045-2050, depending upon market
demand. Additional information is detailed in °MLR Exhibit C-2:
Extraction Map; Exhibit D - Extraction Plan; Exhibit E - Reclamation Plan;
and Exhibit F - Reclamation Map.
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1. Explain any proposed reclamation procedures when termination of
the Use by Special Review activity occurs.
Reclamation for release by the Colorado Office of Mined Land Reclamation
[OMLR] will signal the conclusion of the Use by Special Review iew activity,
as specified in OIMTLR Exhibit E - Reclamation Plan and Exhibit F Reclamation Map. Subsequent to termination, the project locations will
revert to the discretion of the landowner for continued multiple use
development for developed water resources, residential, commercial, and
industrial uses, including or beyond those otherwise provided for in the
application,
Explain how the storm water drainage will be handled on the site.
Since the project will result in the creation of basins, most water from
direct precipitation will drain internally into the pits. Where outslopes
from soil berms or road construction occurs, outslopes will be grassed to
limit detachment and transportation of soil, thereby limiting and suspended
solids from leaving the parcel, and generally diverting overland flows
around affected lands and into existing drainageways. Existing
drainageways lying outside the basins will not be altered, and the entire
site will be managed under an approved Colorado Department of Health
stormwater permit.
n. Method and time schedule of removal or disposal of debris, junk and
other wastes associated with the proposed use.
Debris, junk and waste are not anticipated as part of project needs or
activities. As stated above, where debris or other unwanted material
accumulates, for the purposes of sanitation, safety, and general courtesy
to our neighbors, all unwanted materials will be removed within thirty (30)
days of deposition to an appropriate landfill or other suitable location.
Recyclable materials will be transported to permitted recycling plants or
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processed on -site to the extent recycling activities are approved under
this application. All waste will be centralized and utilize an appropriate
container, pallets, or be of a nature where it is stable in its present
configuration or nature.
•
A statement delineating the need for the proposed use.
With continued growth of human habitat, infrastructure, energy, commerce
and related development, combined with existing maintenance needs in
both urban and agricultural locations, the products that serve these needs
comes from non-renewable aggregate resources found in unique and
limited geological locations. This aggregate resource must be recovered
in advance of other development or it is lost. Nov is the time and this is
the geologically derived and economically feasible location available for
such use.
The initial site selection is influenced by the logistics of diverse market,
economic and geological considerations. For example, the site must be
located in the target market which is limited both by the location of
✓ ecoverable aggregate, the offer of lands with marketable aggregate
within them, and a proper demographic that allows for the product to
✓ each markets based upon supply, demand, transportation distances and
other economic considerations.
Sociology, geography, and competition with other suppliers also influence
these decisions. A source located in the foothills is not only highly
difficult to obtain due to social resistance, it cannot compete for
customers further out in the Great Plains where competitors with closer
sources simply can out compete with lower bids due to lower
transportation and production costs for customers nearer to them.
Aggregate is a geologic deposit and it simply must be taken where it lies
closest to the market need, as such lands are made available through the
✓ eal estate market for purchase. Additionally, the aggregate deposit must
be viable for recovery. In other words, to justify the costs of recovery,
the deposit must be large enough in volume ume by depth and extent to justify
the effort. The deposit must also offer the quality and diversity of rock
product that the local market demands.
Yarn Companies, Inc. Weld County USR 131
Parcel 122 — Resource Development Project June 2017
Once a site with suitable aggregate quality, volume and market potential is
determined, the selection of a site is still influence by other factors that
affect competition and viability of the location. Simply put, the site must
be affordable, the deposit must be accessible, and the sociology (capacity
to obtain permits, labor, equipment, etc.) suitable to allow for the
e xtraction of the deposit to actually occur. These considerations not only
determine how viable the resource is for recovery, it has a direct bearing
on how expensive a highway segment, residential development, foundation
or sidewalk will be.
An abundance of aggregate supply in the near proximity of human
development activity will make the development of the infrastructure of
that community more affordable due to the market forces of supply and
demand than it will be where the same material must be transported
longer distances from more remote deposits. The more remote the
source is from the target market, the greater the impact on transportation
systems, fuel demand, as well as wear and replacement of vehicles and
e quipment.
For these reasons, area impacts from a source increase radially and may
be felt by communities that do not necessarily receive product but simply
act as corridors for its movement to the demand locations. It is for this
✓ eason that local deposits serving a more local market minimize both
✓ egional and cumulative impacts to area communities while best benefiting
the economic interests of the local community nearest the source. Near
or far, a source is always involved, and it is the demand that creates the
n eed for the source.
Another consideration is that extraction is unlike most other urban or rural
activity. Extraction of aggregate resource is unique in that it is a
transitional use of the land. Extraction is market driven by human
population and demand in both rural and urban markets. The product must
be extracted before any development can occur over the affected land,
both legally, and practically. The demands on post extraction
development are that the land be developed to the highest potential end
use or uses.
Planning for reclamation or restoration of the post extracted land often
incorporates multiple end -uses involving a mixture of potentials for water
✓ esources, agricultural, residential, commercial or industrial development.
The end -use reclamation must anticipate changes to the surrounding
Yarn Companies, Inc. Weld County USR 132
Parcel 122 — Resource Development Project June 2017
community lb to 30 years between when a typical resource recovery
operation begins and completes extraction and reclamation activities. The
flexibility of multiple end -use planning helps capture the best complement
of uses and values for the post extraction morphology and demographics.
The demographics of a community are fluid, dynamic, yet commonly
e videnced by increased human population and pressure on natural
systems. In other words, the rural and native landscapes are transformed
to the urban. Resource recovery operations typically exist at the cusp of
this transformation. The resulting basins and altered but native alluvial
landscapes serve to counter increased densities from the urban process,
later viewed from higher ground nearby, often on a softwood deck pillared
atop a bluegrass lawn.
Another unique consideration in the recovery of aggregate is that it often
o ccurs in alluvial areas where wetlands exist. Unlike the placement of a
house, roadway, housing development, industrial or commercial sites and
development, and utility or oil and gas facilities; aggregate must be
removed where it lies. The only choice once a deposit is determined to
be viable is how to remove it respective of unremedial obstacles
(obstacles that cannot be cost effectively removed, repaired or replaced
without exceeding the value of the aggregate deposit underlying them).
Wetlands are considered by VCI as unremedial obstacles and to be
avoided unless they can be mitigated under an approved plan, such as an
U.S. Army Corps of Engineers Nationwide or Individual Permit. Even
then, only when the wetland (often in part but not the whole) poses an
obstacle that threatens the economic vitality of the operations, the end -
use potentials hoped for, and can otherwise be successfully mitigated
through the potentials of reclamation methods and practices will the
challenge of extracting through a wetland be considered. Under this
submittal, there are no planned impacts to wetlands.
Neither can the act of removing the deposit and avoiding obstacles remain
the first and last consideration. All lands affected by extraction must be
reclaimed or restored to an acceptable end use or range of uses. Post
e xtraction end use is ultimately determined by the same market factors
and land potentials that influence all human influences on the land;
working imaginatively with the character of the affected lands as
characterized by the extraction activities.
Yarn Companies, Inc. Weld County USR 133
Parcel 122 — Resource Development Project June 2017
Extracted lands simply are not allowed, by law or practicality, to be simply
abandoned in place subsequent to extraction activities. For this reason,
once a site has been acquired for extraction, the least viable sites have
already been considered and rejected; making the source site the
preferred site because it meets the requirements of the local market (i.e.,
The site is near or within a viable local market with competitive elements
of transportation, labor, equipment and other logistics - has a viable
deposit that can justify the cost of acquisition, permitting, and
establishment of infrastructure for extraction - and offers a good potential
for post recovery development.).
More simply stated, the aggregate resource must be conserved and
recovered prior to the development over such lands. Aggregate resources
must be extracted where they occur, and most often benefit the
communities and urban infrastructures most local to the planned
operations. This is the requirement under Colorado Law under, Title 34.
P. A statement which explains the Use by Special Review area is not
located in a flood plain, geologic hazard and Weld County Airport, overlay
district area; or that the application complies with Chapter 23, Article V,
Overlay District Regulations as outlined in the Weld County Code.
The location is outside of any known geologic hazard. The location is not
within the Weld County Airport `Influence Zone. The project does not lie
within the floodplain proper (it lies within an isolated, yet dated
designation, highly limited in area and influence) or any portion of the
defined floodway of St. Vrain Creek. The Dent line of the Union Pacific
Railroad, established in 1911, divorced the floodplain from St, Vrain Creek
to the east of the remaining railroad bed. The location lies within an IGA
and the Operator will make efforts to perform a Notice of Inquiry with
nearby municipalities.
Fin
Varra Companies, Inc.
Weld County USR 134
Parcel 122 — Resource Development Project June 2017
Consultants in
natural
resources and
the environment
Denver ; Boise i Durango Western Slope
THREATENED AND ENDANGERED SPECIES
HABITAT ASSESSMENT
BEARSON PROPERTY
WELD COUNTY, COLORADO
Prepared for—
Va rra Companies, Inc.
8120 Gage Street
Frederick, Colorado
Prepared by
ERO Resources Corporation
1842 Clarkson Street
Denver, Colorado 80218
August 21, 2012
ERO Project #5255
ERQ
ERO Resources Corp.
1842 Clcrkser9 Sire
Denver, CO 80218
(303) 830-1188
Fax: (303) 830-1199
w w..ereresources.com
e ro(4,)e roreseuroes.corn
CONTENTS
Introduction1
Objectives and Project Location 1
Regulatory Framework — The Endangered Species Act ..
Methods 2
Ecological Features of the Project Area ...4....4444.444444.444...444444444.4.444444.44...444..4.444.4444.4.444...4444.4444.4.4444 3
Vegetation4.4..4.44..4444444.44444.4444..4444.....444444.44444.4.444444...4444444444444..44444....4.4444.44.4.......444....4.4444.44444..4444 3
Preble's Meadow Jumping Mouse
Colorado Butterfly Plant
Ute Ladies' -Tresses Orchid
Past Studies
Conclusions and Recommendation.4..4444£
Prebie's Meadow Jumping Mouse
4 4 4 4 4 4 4 4 4. 4. 4 4 4 00044400044400044460 4. 4 4 4 0 0 4 4 4 0 0 0 4 4 4 4. 4 4 4 4. 4. 4 4 4 4 .. 4 4 4 0 0 4444 0444444.4444.4.444.
Colorado Butterfly Plant and Ute Ladies' -Tresses Orchid
Qua lificatio ns of Surveyors
References....,
TABLES
5
6
6
7
7
.. 0 $444.4.444.4.444.4.44 4. 4044401 IS 4400 OS 4500 d
Table 1. Federally threatened, endangered, and candidate species potentially found on the
Bearson property in Weld County 3
Figure 1. Site Location Bearson Parcel
Figure 2. Bearson Parcel
FIGURES
APPENDICES
Appendix A Survey Field Data Compilation Form
Photo log
PHOTOS
I
7
B
THREATENED AND ENDANGERED SPECIES HABITAT ASSESSMENT
BEARSON N PROPERTY
WELD COUNTY, COLORADO
AUGUST 21, 2012
Introduction
Varra Companies, Inc. (Varra) plans to conduct aggregate mining operations on
152.88 acres of agricultural land in southern Weld County (Bearson property). As part of
their planning and permitting process, Varra contracted ERO Resources Corporation
(ERO) to perform surveys for Preble's meadow jumping mouse (Preble's) and other
federally listed threatened and endangered species (listed species). This report describes
current regulatory guidelines related to federally listed threatened and endangered species
and survey results for listed species and/or habitat identified on the Bearson property
during a 2012 site visit.
Objectives and Project Location
The purpose of this assessment is to determine the presence or absence of threatened
and endangered species habitat, including Preble's habitat on the Bearson property
(Figure 1). The project area is in the NW 1/4 of Section 13, T3N, R67W of the 6th
Principal Meridian, Gowanda "7'!4 -minute U.S. Geological Survey (USGS) quadrangle in
Weld County, Colorado (Figure 1). The UTM coordinates for the approximate center of
the project area are 508480mE, 4448396mN, Zone 13N. The project area is south of
County Road 28 and east of County Road 17 in Platteville, Colorado (Figure 1). The
majority of the project area consists of agricultural fields, with an existing farmhouse in
the center of the project area. Two natural gas wells are in the project area.
Regulatory Framework — the Endangered Species Act
Federally threatened and endangered species are protected under the Endangered
Species Act of 1973 (ESA), as amended (16 U.S.C. 1531 et seq.). Significant adverse
effects to a federally listed species or its habitat require consultation with the U.S. Fish
and Wildlife Service (Service) under Section 7 or 10 of the ESA. No regulations require
1
c:\users\bford\downloads\bearson preble%27s habitat assessment.doc
THREATENED AND ENDANGERED SPECIES H ABITAT ASSESSMENT
BEARSON PROPERTY
WELD COUNTY, COLORADO
consultations for effects to candidate species; however, if a species were to become listed
during project planning or construction, consultation with the Service would be required.
Current Service guidelines describe occupied Preble's habitat as an area 300 feet beyond
the 100 -year floodplain for a distance of 1 mile upstream and downstream of a known
population of Preble's. The Service requires surveys for Ute ladies' -tresses orchid
(ULTO) in areas of suitable habitat in Colorado on the 100 -year floodplains of the South
Platte River, Fountain Creek, and Yampa River and their perennial tributaries (Service
1992).
Methods
Ron Beane, Senior Wildlife Biologist, and Moneka Worah, Natural Resources
Specialist, with ERO performed an endangered species habitat assessment on the Bearson
property in Weld County on July 12, 2012 (2012 site visit). In addition to the information
gathered during the 2012 site visit, information on threatened and endangered species was
obtained from existing sources such as the Colorado Natural Diversity Information
Source (NDIS), known locations of Preble's populations and survey efforts (Service
2011), the Colorado Natural Heritage Program (CNHP), and other sources. Based on the
information gathered from existing sources and the 2012 site visit, ERO identified
existing vegetation communities and important habitat attributes of the project area for
the listed and candidate species listed in Table 1 (Figure 2).
2
THREATENED AND ENDANGERED SPECIES HABITAT ASSESSMENT
BEARSON PROPERTY
WELD COUNTY, COLORADO
Table 1. Federally threatened, endangered, and candidate species potentially found
on the Bearson nronert 7 in Weld Count T.
Common
Name
Scientific
Name
*
Status
Habitat
Suitable
Habitat
Present
Mammals
jumping
Preble's
I e's meadow
mouse
Zapus hudsonius
prebicl
T
Shrub
along
intermittent
canals
riparian/wet
permanent
meadows
or
streams and
No
Plants
Colorado
plant
butterfly
Gaura neomexicana
ssp. Coloradensis
T
level
Subirrigated,
bottoms
floodplains
(5,000
alluvial
and
to 6,000
soils
drainage
on
feet)
No
Ute
orchid
ladies'
-tresses
Spiranthes diluvialis
T
Moist
floodplains
streams
alluvial
below
of
meadows
perennial
6,500
feet
and
No
*T = Federally Threatened Species.
Source: Service 2010.
Ecological Features of the Project Area
Vegetation
The project area is within the St. vrain valley characterized by fertile alluvial soils
that have been intensively farmed for decades. The project area contains no natural
drainages of tributaries and ditches are largely concrete lined and lack tall, dense riparian
vegetation. A concrete -lined lateral of the Last Chance Ditch flows northward across the
project area toward St. gain Creek. Irrigation return flows support a large wetland in the
northeast corner of the property(Wetland 1) and another wetland (Wetland 2) occurs in
the southeast section of the project area (Figure 2). Wetland 1 is dominated by common
threesquare (Scheonoplectus pungens), saltgrass (Distchilis spicata), foxtail barley
(Hordeum jubatum), cattail (Typha sp.), curly dock (Rumex crispus), spikerush
('Eleocharis palustris), alkali rnuhly (Muhlenbergia asperifolia), goosefoot
(Chenopodium sp.), and softstem bulrush (Scheonoplectus lactustris) (Photos 1 and 2).
Natural and planted windbreaks consisting of narrow patches of peachleaf willow (Salix
amygdaloides) sandbar willow (Salix exigua) and young cottonwood occur on the east
THREATENED AND ENDANGERED SPECIES H ABITAT ASSESSMENT
BEARSON PROPERTY
WELD COUNTY, COLORADO
side of the wetland (Photo 3). Wetland 2 is dominated by cattail, common threesquare,
and Emory sedge (Carex emoryi) (Photo 4).
The uplands in the project area are dominated by ragweed (Ambrosia artemisiifolia
var. elatior), kochia (Bassia sieversiana ), smooth brome (Bromopsis inermis), western
wheatgrass (Pascopyrurn smithii), cheatgrass (Anisthana tectorurn), and intermediate
wheatgrass (Thinopyrum intermedium). A small prairie dog colony occurs in a portion og
the upland habitat along the southern boundary of the project area. A ditch occurs in the
southern portion of the project area with large plains cottonwoods lining the ditch. Two
planted windbreak areas occur on the property with a mix of planted trees interspersed
with volunteer native vegetation. One windbreak is in the southwest corner of the
property and the other is along the northern boundary curving around the northwest
corner (Photo 5).
Preble's Meadow Jumping Mouse
Species Background
Preble's was listed as a threatened species on May 13, 1998 under the ESA (63 Fed.
Reg. 66777-66784, December 3, 1998). Under existing regulations, either a habitat
assessment or a full presence/absence survey for Preble's is required for any habitat -
disturbing activity within areas determined to be potential Treble's habitat (generally
stream and riparian habitats along the Colorado Front Range and southeastern Wyoming).
Typically, Preble's occurs below 7,600 feet in elevation, generally in lowlands with
medium to high moisture along permanent or intermittent streams and canals (Meaney et
al. 1997). Preble's occurs in low undergrowth consisting of grasses and forbs in open wet
meadows, riparian corridors near forests, or where tall shrubs and low trees provide
adequate cover (Service 1999; Meaney et al. 1997).
Critical Habitat
Critical habitat identifies specific areas, both occupied and unoccupied, that are
essential to the conservation of Preble's and that may require special management
4
THREATENED AND ENDANGERED SPECIES H ABITAT ASSESSMENT
BEARSON PROPERTY
WELD COUNTY, COLORADO
considerations or protections. Section 7 of the ESA prohibits destruction or adverse
modification of critical habitat by any activity funded, authorized, or carried out by a n y
federal agency, such as issuance of a Section 404 permit. In 2010, the Service revised its
designation of critical habitat for Preble's and does not include any areas along St. Vrain
Creek or its tributaries in Weld County (75 Fed. Reg. 78481, December 15, 2010).
Potential Habitat and Possible Effects
Vegetation community types and habitat connectivity are the key elements in
determining the suitability of habitat in the project area to support viable populations of
Preble's. Although the project area contains herbaceous wetlands and planted
windbreaks that replicate woody riparian habitat providing some of the habitat features
described above for Preble's, these narrow vegetation communities are completely
isolated and fragmented from potentially suitable habitat along St. Vrain Creek. A review
of aerial photography also revealed that most of the windbreaks are fairly young and
poorly developed as recently as 1999. Furthermore, the area identified as Wetland 1 was
mowed or hayed as recently as 2004. A survey field data compilation form is provided in
Appendix A.
Colorado Butterfly Plant
Species Background
The Colorado butterfly plant (CBP) is federally listed as threatened. The CBP is a
short-lived perennial herb found in moist areas of floodplains. It occurs on sulhirrigated,
alluvial soils on level or slightly sloping floodplains and drainage bottoms at elevations
from 5,000 to 6,400 feet. The CBP is found in acth e floodplains along perennial streams
and where vegetation is relatively open. Colonies are often found in low depressions or
along bends in wide, active, meandering stream channels that are periodically disturbed
(Service 2004). Its historical and current distribution in Colorado includes Boulder,
Douglas, Larimer, and Weld counties. The CBP flowers from June to September and
produces fruit from July to October (Spackman et al. 1997).
5
THREATENED AND ENDANGERED SPECIES H ABITAT ASSESSMENT
BEARSON PROPERTY
WELD COUNTY, COLORADO
Potential Habitat and Possible Effects
Suitable habitat for the CBP is not present within the Bearson property because the
property is not within an active floodplain.
Tte Ladies' -Tresses Orchid
Species Background
The ULTO is federally listed as threatened. Once thought to be fairly common in
low -elevation riparian areas in the interior western United States, ULTO is now rare
(Service 1992). ULTO occurs at elevations below 6,500 feet in moist to wet alluvial
meadows, floodplains of perennial streams, and around springs and lakes where the soil is
seasonally saturated within 18 inches of the surface. Generally, the species occurs where
the vegetative cover is relatively open and not overly dense or overgrazed. ULTO does
not bloom until late July to early September (depending on the year) and timing of
surveys must be synchronized with blooming (Service 1992).
Potential Habitat and Possible Effects
There is no suitable habitat to support potential populations of ULTO in the project
area within the Bearson property because the property is not within an active floodplain.
In addition, vegetation in the wetland and windbreak/riparian areas is dominated by
species not typically found with ULTO and the vegetation is most likely too dense to
allowestablishment of a new population of ULTO in the project area.
Past Studies
Several trapping surveys for Preble's have been conducted since 1998 on both the
lateral ditch that crosses the project area and the main Last Chance Ditch north of the
project area (Service 2011). No Preble's have been found in nine trapping surveys on
these ditches recorded by the Service (Service 2011).. Furthermore, no Preble's have been
found during an additional 14 trapping surveys that have been conducted in better habitat
within the St. Vrain Creek floodplain between Interstate 25 and the confluence with the
South Platte River (Service 2011). The nearest known location of Preble's is more than
6
THREATENED AND ENDANGERED SPECIES H ABITAT ASSESSMENT
BEARSON PROPERTY
WELD COUNTY, COLORADO
15 miles upstream on St. Vrain Creek or about 9 miles north on the Little Thompson
River.
Conclusions and Recommendation
Based on the information provided in this assessment and summarized below, ERO
requests that the Service disqualify the Bearson property for consideration under the
provisions of the ESA.
Preble's Meadow Jumping Mouse
Although the vegetation bordering Wetland 1 has some of the characteristics of
suitable Preble's habitat, the area is highly unlikely to support a viable population of the
species for the following reasons:
1. There are no natural drainages or streams on the project area and ditches are
concrete -lined and sparsely vegetated..
2. Wetlands and wooded windbreaks on the project area are fairly young (20
years) and are primarily planted or a result of recent irrigation practices.
3. There is no connectivity to suitable Preble's habitat along St. Vrain Creek.
4. Extensive trapping efforts on ditches immediately adjacent to the property and
along St. Vrain Creek near the property have been negative.
5. The nearest known occurrence of Preble's is about 9 miles away on a different
drainage.
Colorado Butterfly Plant and Ute Ladies' -Tresses Orchid
The Bearson property does not support potential populations of CBP or ULTO
because the property in not within an active floodplain and does not satisfy the criteria for
suitable habitat.
Qualifications of Surveyors
Qualifications of Ronald D. Beane have been previously submitted to the Service and
are available upon request. Mr. Beane is a certified ecologist and a Zoology Research
Associate with the Denver Museum of Nature and Science. He has performed small
mammal investigations for more than 25 years throughout the western U.S. He has
7
THREATENED AND ENDANGERED SPECIES H ABITAT ASSESSMENT
BEARSON PROPERTY
WELD COUNTY, COLORADO
completed more than 100 habitat assessments and 50 presence/absence surveys for
Preble's over the last 15 years.
Qualifications of Moneka Worah have been previously submitted to the Service and
are available upon request. Moneka Worah has a B.S. in Environmental Science from
Willamette University. Moneka has eight years of experience performing Preble's habitat
assessments and presence/absence surveys, and has experience identifying and handling
Preble's in the field. This includes conducting or assisting with more than 20 trapping
surveys and more than 50 habitat assessments.
References
Meaney, C.A., A. Deans, N.W. Clippenger, M. Rider, N. Daly, and M. O'Shea -Stone.
1997. Third year survey for Preble's meadow jumping mouse (Zapus hudsonius
preblei) in Colorado. Boulder, CO. Under contract to Colorado Division of Wildlife.
Spackman, S., B. Jennings, J. Coles, C. Dawson, M. Minton, A. Kratz, and C. Spurrier.
1997. Colorado Rare Plant Field Guide. Prepared for the Bureau of Land
Management, the U.S. Forest Service, and the U.S. Fish and Wildlife Service by the
Colorado Natural Heritage Program.
U.S. Fish and Wildlife Service (Service). 1992. Endangered and Threatened Wildlife
and Plants: Final Rule to List the Plant Spiranthes diluvialis (Ute ladies' -tresses) as a
Threatened Species. Federal Register 50 CFR Part 17, Vol. 57, No. 12, pp. 2048-2054.
January 17.
U.S. Fish and Wildlife Service (Service). 1999. Survey Guidelines for Preble's Meadow
Jumping Mouse. U.S. Fish and Wildlife Service, Colorado Field Office. Revised:
April 2004.
U.S. Fish and Wildlife Service (Service). 2004. Endangered and Threatened Wildlife
and Plants: Designated Critical Habitat for Colorado Butterfly Plant, Proposed Rule.
Federal Register Vol. 69, No. 151. August 6.
U.S. Fish and Wildlife Service (Service). 2010. Federally Listed and Proposed,
Endangered, Threatened, Experimental, and Candidate Species and Habitat in
Colorado by County. Available at:
http://www.fvs.gav/mountain-prairie/endspp/cauntylists/colorado .htin.
U.S. Fish and Wildlife Service (Service). 2011. Preble's meadow jumping mouse
(Zapus hudsonius preblei). USFWS, Colorado Field Office.
S
THREATENED AND ENDANGERED SPECIES HABITAT ASSESSMENT
BEARSON PROPERTY
WELD COUNTY, COLORADO
DELETE THIS PAGE AFTER PRINTING
Figure 1. Site Location Bearson Parcel
Figure 2. Bearson Parcel
APPENDIX A
SURVEY FIELD DATA COMPILATION FORM
Preble's Meadow Jumping Mouse, Zapus hudsonius preblei
Survey Field Data Compilation Form
TRAPPING SURVEY E EVALUATED. NOT TRAPPED
■
Fill out both sections 1 and 2 if trapping survey; fill out section 1 only if habitat evaluation (i.e., not
trapped). Compilation forms needed for updated habitat evaluations and site disqualification requests.
SECTION 1
Surveyor:
Date of Site/Habitat Assessment July 12/ 2012
Organization/Company ERO Resources Corporation
Full Name(s) Ron Beane and Moneka Worah
Location:
Project Name (if applicable) Bearson Property
Project Description: Aggregate mining near the intersection of Weld County Roads 17 & 28
U.S.G.S. Quad Name Gowanda County Weld Elevation 4,800
Township(s) 3 North Range(s) 67 West Section(s) 13
Section(s) NW 1/4-
UTM Coordinates, Zone 13 Northing 4448396 Fasting 508840
UTM Coordinate Datum NAD27
L NAD83
Directions to Location 1-25 north to Hwy 66 and a little more than 1 mile east of St. Vrain Creek
Land Ownership Private land
Habitat:
General Habitat Description
Agricultural with narrow patches of woody riparian trees and shrubs associated with windbreak
plantings and irrigation practices.
Dominant Overstory Plant Community Corn and other row crops - linear strips of small
willow/cottonwoods
Dominant Understory Plant Community threesquare, saltgrass , {oxtail barley, cattail, curly dock,
spikerush, alkali muhly, goosefoot, and softstem bulrush
Current Land Use Agriculture
Drainage Name: None Type: Perennial Stream
Ephemeral Stream Pond/Lake Ditch X Other
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