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160 Inverness Drive West #110
Englewood, CO 80112
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October 2020
AG File 19-131
.ravel r
IknnlirntIC
Applegate
Group.
WaterResoutre Advisors for the West
www.applegategroup.com
303-452-6611
DEPARTMENT OF PLANNING SERVICES
1555 N 17'h Ave, Greeley, CO 80631
Phone (970) 4 0-6100 Fax (970) 304-6498
USE BY SPECIAL REVIEW (MINING OPERATION) APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT # /AMOUNT # 1$ 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 sand and gravel (gravel, coal, borrow pit, etc.) mining operation for the following described
unincorporated area of Weld County:
Legal Description Entirety of , Section 36 , Township 11 North, Range 67 West
640 Weld
Flood Plain: n/a Zone District: A , Total Acreage: , Overlay District:
Geological Hazard: n/a , Airport Overlay District: n/a
2. Surface owner(s) of area of land described
Name: Colorado State Land Board Address: 1127 Sherman St. Phone: 303-866-3454
Name: Address: Suite 300, Denver Phone:
3. Owner(s) of mineral rights or substance to be mined
Name: Colorado State Land Board Address: 1127 Sherman St. Phone: 303-866-3454
Name: Address: Suite 300, Denver Phone:
4. Applicant's name: Kiewit Infrastructure Company Email Address stephen.ceresa@kiewit.com
Address: 160 Inverness Dr W, Suite 110, Englewood, CO 80112 Phone: 303-886-4100
5. Identify any prior permits for mining held by applicant or affiliated person:
None
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.
9.24.20
Signature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date
Minerals Director, Colorado State Land Board
DEPARTMENT OF PLANNING AND BUILDING
DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT
1555 NORTH 17TH AVENUE
GREELEY, CO 80631
AUTHORIZATION FORM FOR BUILDING, PLANNING AND
HEALTH DEPARTMENT PERMITS AND SERVICES
1, (We), Christopher J Krumwiede of Kiewit , give permission to Jared Dains of the Applegate Group
Applicant Agent — please print)
to apply for any Planning, Building or Health Department permits or services on our behalf, for the property
located at (address or parcel number):
020136000001
Legal Description: All of Section 36 , Township 11 1 N, Range 67 W
Subdivision Name: N/A Lot Block
Property Owners Information: Colorado State Land Board
Phone: 720.233.2014 E-mail:benjamin.teschnerstate.co.us
Applicant/Agent Contact Information: Stephen Ceresa, Kiewit
Phone: 303.886.4100 E -Mail: stephen.ceresa@kiewit.com
Email correspondence to be sent to: Owner Applicant/Agent X Both
Postal service correspondence to be sent to: (choose only one) Owner Applicant/Agent X
Additional Info:
Applicant Signature: Date:
11/24/20
Applegate
Group,lnc.
Water Resource Advisors for the West
Statement of Authority
The undersigned executes this Statement of Authority on behalf of Applegate Group, Inc., a Colorado
Corporation (the "Entity") and states as follows:
The
name of the Entity is Applegate
Group, Inc., and is formed under the laws of the
State of Colorado.
The
mailing address for the Entity is
1490 W. 121 1 Avenue, Suite 100, Denver, CO
80234.
The name and position of the person authorized to execute documents and file Weld County Use by
Special Review permits on behalf of the Entity is Jared Dains, P.E.
Executed this 23'd day of November, 2020.
Signature
Name — Steve Smith
Title — Vice President
State of Colorado
County of Adams
The foregoing instrument was acknowledged before me this 23'd day of November, 2020 by Steve Smith,
on behalf of Applegate Group, Inc., a Colorado Corporation.
TERESA KRIEGER
NOTARY PUBLIC - STATE OF COLORADO
Notary ID #20104042662
My Commission Expires 11/22/2022
(Seal)
Witness my hand and official seal.
My commission expires: //'aa-a?d 22 -
Notary Public
www.applegategroup.com Denver • Glenwood Springs • Hotchkiss (303) 452-6611
Certife tinn
As an authorized representative of the applicant, I hereby certify that the operation described has met the minimum
requirements of the following terms and conditions:
1. To the best of my knowledge, all significant, valuable and permanent man-made structure(s) in existence at the time
this application is filed, and located within 200 feet of the proposed affected area have been identified in this application
(Section 34-32,5-115(4)(e), C.R.S.).
2. No mining operation will be located on lands where such operations are prohibited by law
(Section 34-32.5-115(4)(f), C.R.S.;
3. As the applicant/operator, I do not have any extraction/exploration operations in the State of Colorado currently in
violation of the provisions of the Colorado Land Reclamation Act for the Extraction of Construction Materials
(Section 34-32.5-120, C.R.S.) as determined through a Board finding.
4. 1 understand that statements in the application are being made under penalty of perjury and that false statements
made herein are punishable as a Class 1 misdemeanor pursuant to Section 18-8-503, C.R.S.
This form has been approved by the Mined Land Reclamation Board pursuant to section 34-32.5-112,C.R.S., of the Colorado Land
Reclamation Act for the Extraction of Construction Materials. Any alteration or modification of this, form shall result in voiding any
permit issued on the altered or inodifred form and subject the operator to cease and desist orders and civil penalties for operating
without a permit pursuant to section 34-32.5-123, C.R.S.
Signed and dated this 1 day of t 5'
Kiewit Infrastructure Company
Applicant/Operator or Company Name
Signed: /4i-'Zir
Title: Senior Vice President
State of )
ss.
County of )
If Corporation Attest (Seal)
Signed: (•
g %
Corporate Secretary or Equivalent
Town/City/County Clerk
The foregoing instrument was acknowledged before me this
day of
o ,by � 1„r;5 ,� s. ICr"r a as 5e,. -'t=-
VL•ca
of; 4;ewc1 1-,ic}d�., - e -U.
VICTOR BRIAN WINCHELL
NOTARY PUBLIC
STATE OF COLORADO Notary Public
NOTARY ID 19974020903
MY COMMISSION EXPIRES MARCH 23, 2023
My Commission expires: �.jck- . 2-t�
SIGNATURES MUST BE IN BLUE INK
You must post sufficient Notices at the location of the proposed mine site to clearly identify the site as the location of a
ITEM 3
QUESTIONNAIRE
Kiewit is planning a new sand and gravel mine located in Section 36, Township 11 North, Range 67 West.
Please see the answers to all of Weld County's Use by Special Review application questions below.
A detailed description of the method of mining operation
a. The structures to be erected on site will include a scale house and processing equipment
for sorting, crushing, stockpiling, and loading of material. Such processing equipment will
include conveyors, screeners, crushers, and generators.
b. The maximum number of Kiewit employees anticipated to be on site is 7 at any one time.
The hours of operation are planned to be 24 hours per day, seven days per week.
c. The operation will be a dry pit with an estimated mining amount of 500,000 tons per year.
d. Shipping of the mined material will be performed using WCRs 23, 120, 124, and 126. The
only County bridge to be used during shipping will be the bridge on WCR 126 over Lone
Tree Creek.
e. The area of the mine is the entire 640 acres in Section 36. Mining operations will occur in
13 distinct cells that are 33 acres to 49 acres in size. At any one time only one cell will be
actively mined, one cell will house the processing equipment, and one cell will be in active
reclamation. A temporary stream crossing may be installed on Lone Tree Creek in order
to allow equipment to access the east side of the mine.
f. Depending on market conditions, Kiewit anticipates that it will take approximately one
year to mine an individual cell and six months to reclaim an individual cell.
g. Based on subsurface explorations, it was observed that overburden extends to
approximately 2' BSG (below surface grade) while the target sand and gravel deposit
extends to approximately 12.5' BSG. Mine slopes will be 1H:1 V.
h. The completed mine will be reclaimed to rangeland similar to its current status. Topsoil
and overburden from the first cell to be opened will be stockpiled for use at final
reclamation. After that, topsoil and overburden stripped from the active mine cell will be
used to reclaim the previously mined cell. Reclaimed slopes will be no steeper than 3H: 1 V.
i. The Colorado Division of Reclamation, Mining, and Safety was the source of technical
advice for the type and methods of reclamation for this site.
2. A statement which explains how the proposal is consistent with the Weld County Comprehensive
Plan.
a. Per the current Weld County Comprehensive Plan (Chapter 22 of the Home Rule Charter
for the County of Weld, Colorado), the County recognizes that mineral resource extraction
is an essential industry.
b. The proposed mine complies with the goals and policies for general commercial mineral
deposits as defined in Section 22-5-80:
i. The land on which the mine is located has to this point been conserved for
exploitation of the commercial mineral deposit on which it is located.
ii. The proposed mine promotes the reasonable and orderly exploration and
development of mineral resources.
iii. The proposed mine minimizes the impact of surface mining activities on the
surround land, land uses, roads, and highways.
iv. The proposed mine minimizes hazardous conditions related to mining activities
and at the mining site.
3. A statement which explains how the proposal is consistent with the intent of the district in which
the use is located.
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
a. The site is in an area zoned agricultural. The intent of this zone district is not only for the
conduct of agricultural activities, but also for natural resource extraction and energy
development without the interference of other, incompatible land uses. The proposed mine
is for natural resource extraction, which is consistent with the intent of the agricultural zone
district.
4. 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.
a. Although located in the agricultural zone, this parcel is not cultivated or irrigated. Instead,
it is operated as open rangeland. Only the cells that are actively being mined, housing the
processing equipment or in active reclamation will be unavailable for continued open
rangeland use. Once a cell has been reclaimed; rangeland use of that cell may restart. Once
the entire site has been mined and reclaimed, the entire parcel will have been returned to
open rangeland.
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.
a. The proposed mine is in a remote part of unincorporated Weld County. By sheer virtue of
its location, it will pose minimal danger to County residents. Additionally, as Kiewit does
at all its sites, operations at the mine will be conducted with safety being the highest
priority.
6. A statement describing the existing surrounding land uses and explaining how the proposal will be
compatible.
a. Other than the Niobrara Transloading Terminal located to the west of the site (USR 13-
0065AM3), the surrounding land uses are exclusively open rangeland. The proposed
gravel mine on the site will not interfere with these surrounding land uses.
7. A statement describing the existing land use.
a. The existing land use of the parcel is open rangeland.
8. Describe, in detail, the following:
a. How many people (employees, visitors, buyers, etc.) will use this site?
i. Kiewit anticipates that up to 50 people, including contractors, truck drivers,
customers, volunteers, etc., will use this site.
b. What are the hours of operation?
i. The operation is anticipated to be 24 hours per day.
c. What type and how many animals, if any, will be on this site.
i. No animals will be on this site.
d. What kind (type, size, weight) of vehicles will access this site and how often?
i. Passenger cars of typical weight (approximately 20 roundtrips per day) and OTR
tractor trailers weighting roughly 80,000 lbs (approximately 100 roundtrips per
day) will access and depart the site to haul material and personnel. Excavators and
loaders will operate internally within the mine.
e. Who will provide fire protection for the site?
i. The site is in the Nunn Fire Protection District, who will provide fire suppression
on an as -needed basis. Additionally, Kiewit's dust control operations will provide
supplemental fire protection.
f. What is the water source on the property?
i. There are currently no water supplies on the property. Kiewit is contracting with
a third -party vendor (Denver Julesberg Water Resource Partners) to haul non -
potable water to the site for dust suppression. Potable bottled water will be
provided for employee use.
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
g. What is the sewage disposal system on the property?
i. There are currently no sewage disposal systems on the property. Kiewit is
contracting with a third -party vendor (United Site Services) to provide portable
toilets for use on the site during mining operations.
h. If storage or warehousing is proposed, what type of items will be stored?
i. The only storage will be open stockpiles of topsoil and overburden. These
stockpiles will be stabilized to prevent erosion until they are replaced during
reclamation operations.
i. Explain where storage and/or stockpile of wastes will occur on this site.
i. Reject material will be stored within the active processing cell. This waste material
may be sold and, if not, will eventually be used for reclamation purposes to grade
the final topography.
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.
i. Topsoil and overburden stockpiles will form screening berms along the western
perimeter of the site where the property is adjacent to the Niobrara Transloading
Terminal (USR 13-0065AM3). Screening will be unnecessary elsewhere on the
site because the only other surround land use is open rangeland. Landscaping will
be limited to stabilizing stockpiles to prevent erosion.
k. Explain how long it will take to construct this site and when construction and landscaping
is scheduled to begin.
i. Kiewit anticipates that initial stripping of the first cell and construction of the
screening berms will occur within two months of the USR being approved.
1. Explain the proposed reclamation procedures when termination of the Use by Special
Review activity occurs.
i. Reclamation will be on -going during the entire mine operation, which the mined -
out cell being reclaimed while a new cell is opened for mining. Upon final
reclamation, all mine slopes will be graded to no steeper than 3H:1V. All
processing equipment will be removed, and the area re -seeded with a native grass
mix. Any temporary stream crossing used to cross Lone Tree Creek in order to
access the east side of the mine will be removed. The entire parcel will be
reclaimed to rangeland, which is the current use of the parcel.
m. Explain how the storm water drainage will be handled on the site.
i. During mining, all cells will be graded to drain internally, thus retaining
stormwater and allowing it to percolate slowly into the ground. Upon final
reclamation, both the west side of the mine and the east side of the mine will be
graded to naturally drain to Lone Tree Creek.
n. Method and time schedule of removal or disposal of debris, junk and other wastes
associated with the proposed use.
i. The mine site is not anticipated to generate debris, junk, or wastes. All material
stripped and stockpiled will be used during reclamation activities.
o. A statement delineating the need for the proposed use.
i. Weld County and the State of Colorado has a need for aggregate for various
construction projects; this gravel pit will meet that need.
9. 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.
a. The proposed mine is not located in a defined flood plain, geologic hazard area, or Weld
County Airport overlay district area.
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
Applegate
Group, Inc.
Water Resource Advisors for the West
November 25, 2020
Mr. Michael Hall
Weld County Department of Planning
1555 N. 17"' Ave
Greeley, CO 80631
Sent via e-mail: mhall( \ve1dgov.com
RE: Kiewit Carr Sand & Gravel (PRE20-0050) Completeness Review Response
Dear Michael:
The purpose of this letter is to respond to your November 9, 2020 Completeness Review for the
Kiewit Carr Sand & Gravel USR application, designated PRE20-0050. The responses are
formatted to match the order of the comments received.
Plannini Comments
1. The purpose of the proposed mine is to provide aggregate material for Kiewit's
construction operations in Colorado and the region. The site will be mined dry using
excavators and loaders; material processing (including crushing and sorting) will occur
onsite before the processed material is hauled off site. The mine site will encompass the
entire 640 acres of Section 36, Township 11 North, Range 67 West, however only
approximately 541 acres of that area will be disturbed by mining operations. The site will
be mined in a total of 13 distinct cells, with mining first occurring on the west side of Lone
Tree Creek before progressing to the west side of Lone Tree Creek. The size of the cells
varies from 33 acres to 49 acres in size, averaging approximately 42 acres. The depth of
the resource in the western cells extends to 12.5 feet below surface grade; the depth of the
resource in the eastern cells is expected to be similar. Kiewit anticipates mining
approximately 500,000 tons per year, with each cell being mined for approximately one
year (depending on market conditions). The life of the mine is expected to be roughly 13
years (again, depending on market conditions). No slurry walls will be necessary, as
Kiewit does not anticipate mining into the groundwater table. The overburden material
extends to approximately two feet below surface grade throughout the site. The proposed
mine will benefit the County by providing construction materials at economic cost,
providing local jobs, and generating tax revenue for County programs.
2. See attached Statement of Authority for Applegate Group. Regarding the Colorado State
Land Board, the sand and gravel lease included in the original USR application indicates
that Christel Koranda is the signing authority for that entity. Similarly, for Kiewit the
www.applegategroup.com Denver • Glenwood Springs • Hotchkiss (303) 452-6611
Mr. Michael Hall
RE. Kiewit Carr Sand & Gravel (PRE20-0050) Completeness Review Response
November 25, 2020
Page 2 of 4
certification on the DRMS permit application form (attached) indicates that Christopher
Krumwiede is the signing authority for that entity.
3. See attached Authorization Form.
4. See attached Emergency Contact Form.
5. See attached DRMS performance warranty form.
6. See attached structure agreements that have been obtained to date. No other crossing,
easement, or setback agreements have been obtained.
7. See attached August 27, 2020 Adequacy Review response which includes the updated
proposed reclamation plan submitted to the DRMS and discusses additional reclamation
details under the "Rule 6.4.5 Exhibit E — Reclamation Plan" section.
8. The current Weld County Comprehensive Plan (Chapter 22 of the Home Rule Charter for
the County of Weld, Colorado), the County recognizes that mineral resource extraction is
an essential industry. The proposed mine complies with the goals and policies for general
commercial mineral deposits as defined in Section 22-5-80:
a. The land on which the mine is located has to this point been conserved for
exploitation of the commercial mineral deposit on which it is located.
b. The proposed mine promotes the reasonable and orderly exploration and
development of mineral resources.
c. The proposed mine minimizes the impact of surface mining activities on the
surrounding land, land uses, roads, and highways.
d. The proposed mine minimizes hazardous conditions related to mining activities and
at the mining site.
9. The landscape and screening (berm) plan is as follows: overburden and topsoil from the
first cell to be mined will be stockpiled along the western boundary in order to screen the
mine operation from the nearest neighbor (this being the Niobrara Transloading Terminal).
The berms will be approximately 8 feet high with 3H:1V side slopes and will be seeded
with a native grass mix for stability purposes.
10. The decommissioning plan for the site is contained in the DRMS reclamation plan
contained in DRMS Exhibit E; see the response to #7.
11. A sign no smaller than 2'x4will be posted at the main entrance designating the mine name,
DRMS permit number, and USR number. Internally, standard traffic signs will be used to
route customer and hauling traffic. The location and number of such signs will vary as
mining operations progresses.
12. Because Kiewit will be utilizing portable generators to power the site, Kiewit will also be
using portable light towers to provide illumination during working hours. The lights will
only be operated as needed during mining and processing operations after sundown and
before sunrise. The lights used will likely be the Allmand Maxi-Lite II V Series 4 -Light
or similar; see attached specification sheet.
13. There are no known utility or oil & gas encumbrances on the property.
14. Kiewit does not anticipate utilizing chemicals in the mining process.
15. The proposed USR plat map has been updated to display proposed haul routes; see
attached.
16. As required by the DRMS, all neighboring property owners were informed of the proposed
mine during the DRMS permitting process. Additionally, the proposed mine was
www.applegategroup.com Denver • Glenwood Springs • Hotchkiss (303) 452-6611
Mr. Michael Hall
RE: Kiewit Carr Sand & Gravel (PRE20-0050) Completeness Review Response
November 25, 2020
Page 3 of 4
advertised in the Greeley Tribune on June 24, 2020 and July 1, 8, and 15, 2020. No
comments were received.
17. Non -potable water consumption at the site will occur primarily due to dust suppression of
haul roads and on crushing/screening equipment. The anticipated non -potable water use is
22.4 acre-feet per year, and it will be considered 100% consumptive. The source of the
water will come from water hauled in from the Triton Water Depot located in LaSalle,
Colorado. Kiewit has obtained a will serve letter from the Denver-Julesburg Water
Resource Partners, LLC (provided in the original USR application); it is the responsibility
of the third -party vendor to ensure compliance with Colorado Water Law and the
prevention of injury to other water rights. Potable water consumption at the site will consist
of bottled water for employee use and will likewise be obtained from a third -party vendor
who will have responsibility for complying with Colorado Water Law.
18. By seeking the authorization to both process material and actively mine 24 hours a day,
seven days a week, Kiewit is requesting to operate beyond the standard Mining Operation
Policy in Section 23-4-290.B of the Weld County Code which typically limits sand and
gravel operations to daylight hours. This mining operation is remote from population
centers and the nearest residence is over a mile away; therefore all -day operations would
have minimal impact on Weld County citizens while allowing Kiewit to minimize the
lifespan of the mine in order to reclaim the site to rangeland as soon as possible.
19. Portable generators will provide power to the property; no switching gear or transformers
will be required.
20. Kiewit anticipates that fuel storage on site will include a 3k gallon fuel tank with secondary
containment located near the site access area. The secondary containment, most likely in
the form of a berm surrounding the fuel tank, will protect the tank from accidental collisions
from vehicular traffic. Kiewit will be using diesel to fuel all operations on the site,
including the heavy vehicles, generators, and portable lights.
21. Although Kiewit is seeking to include the entire 640 acres of Section 36 within the USR
permit boundary, only approximately 541 acres are anticipated to be disturbed. The
$17,600 application fee submitted to Weld County for this USR was sized for the entire
640 acre permit area. If Weld County deems it appropriate to only charge by the anticipated
disturbed area of 541 acres, a refund of the excess fee would be welcome.
Public Works Comments
22. Kiewit has commissioned a Traffic Impact Study (TIS) and it is currently underway. The
anticipated completion date for the TIS is December 18, 2020. Kiewit requests that Weld
County proceed with the USR review with the understanding that the final TIS will be
provided upon completion.
23. The attached USR plat map shows both existing and proposed topography. Existing
topography (in the form of grey contour lines at five foot intervals) show that the current
land surface generally drains to Lone Tree Creek either within the site boundaries or on the
neighboring parcel to the south. Proposed topography (in the form of black contour lines
at five foot intervals) show that the proposed reclaimed land surface will drain to Lone
Tree Creek at three distinct locations within the property boundary.
www.applegategroup.com Denver • Glenwood Springs • Hotchkiss (303) 452-6611
Mr. Michael Hall
RE. Kiewit Carr Sand & Gravel (PRE20-0050) Completeness Review Response
November 25, 2020
Page 4 of 4
Conclusion
This concludes our response to your completeness review from November 9, 2020. If you have
any questions regarding the contents of this response, feel free to contact me at (303)452-6611 or
at jareddains(a?applegategroup.com.
Cordially,
Applegate Group, Inc.
Jared Dains, P.E.
Water Resource Engineer
cc: Stephen Ceresa (Kiewit Infrastructure Company)
AG File No. 19-131
www.applegategroup.com Denver • Glenwood Springs • Hotchkiss (303) 452-6611
EXHIBIT A
LEGAL DESCRIPTION
This sand and gravel operation, containing 640 acres, encompasses all of Section 36 of Township 11 North,
Range 67 West of the 6`" P.M. in Weld County, Colorado.
The property is designated as Weld County Parcel No. 020136000001.
The main entrance to the site is located at 40.870467° / -104.848812°.
Kiewit
DRMS 112 Permit Application
Page A-1
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48805
N
23
Rail Loop
Owned by
L.G. Everist
LG EVERIST INC
Primary
Access
LAZY TWO RANCH LLC
Legend
Potential Creek Crossing (approx.) L.I Surveyed Site Boundary
Proposed North Haul Route to Weld 126 (primary route) ® Proposed Structures
Proposed South Haul Route to Weld 120 (secondary route) r' __ Neighboring Parcels
I Rail loop O Limits of Mining
L® Cultural Resources Protectcn Area
LAZY D GRAZI NG ASSOCIATION
0 500 1,000
Feet
All mining slopes to be 1 H:1 V
1 I graded internally to each cell;
resulting slope to be removed
when adjacent cell is mined
Cell 4
40.2 ac
Cell 1
40.6 ac
® Cell 3
41.8 ac
Cell 2
41.2 ac
Cell 5
40.8 ac
Cell 11
40.5 ac
Cell 13
40.8 ac
Cell 6
40.8 ac
I Fence along portions of property boundary
23
Owned by the State of Colorado
Y E
T aApplegate
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00
Ni
3 Group, inc.
e Water Resource Advisors for the West
> % 1490 West I21st Ave.. Ste 100 Phone: (303) 452-6611
Denver. C080234-2728 Fax: (303j 4S2.2759
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www. Applegate'rnu p.com a rmid i,1i@a;,,pIegategroup.corn
Cell 7
43.6 ac
Note: Discrepancy between surveyed site
boundary with neighboring parcel boundaries
is due to a GIS coordinate system issue
Cell 12
48.9 ac
Cell 10
39.5 ac
Cell 9
48.3 ac
Cell 8
33.1 ac
300 ft buffer on either
side of
Lone Tree
Creek
except for areas to be
graded
to drain to
creek
Pre -Mining Map
M-2020-029
Applicant: Kiewit Infrastructure Co.
Site: Kiewit Carr Sand and Gravel
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Date: 20 Aug 2020 I Exhibit:
Job #: 19-131 I C-1
Drawn By: JMD
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49805
%/2 lv?
Note. All mining slopes
graded to a maximum
steepness of 1:1
Legend
t
Potential Creek Crossing (approx.) L I Surveyed Site Boundary
Proposed North Haul Route to Weld 126 (primary route) Z Proposed Structures
a�ur�
Proposed South Haul Route to Weld 120 (secondary route) it E Limits of Mining
.11
—� Rail loop Cultural Resources Protection Area
0 500 1,000
Feet
Proposed Miring Contours (Sit)
Existing Contours (5 ft)
I f ________ --
I.
- Cell 11 e
Cultural resources a 40.5 acPt
protection area I:
i i II
\'
Cell 4
40.2 ac
Cell 12
48.9 ac
Cultural resources
protection area
It
T `c ` 40.6 ccelli ac .8 Cell5
40ac Cell 13 I
11
a, l 40.8 ac I
I Cell 10
I 39.5 ac `
1
I I
IrB r ;
Iai..urim,rnm�� Cell 9
48.3 ac
Cell 3 I �I
® 41.8 ac -
Cultural resources Cell 6
protection area = 40.8 ac
\ \"� 4
Processng equipment Cultural resources
(approx. nitial bcation) I
' protection area I
I. Lllru��•�.�•� n_IV'rm_w
•
III 11
Cell 7 I
'1 I
�--^� 43.6ac
c
9.
Cell 2 `°'� /, Cell 8 I
41.2 ac """�.�..11'..
^- "�' 33.1 ac
/p
C
i
Note: Proposed mine contours are shown only for Cell 1. Although not
Proposed creek crossing shown here, mining slopes for other cells will be similar
Applegate
Group, Inc.
Water Resource Advisors for the West
1490 West 121st Ave., Ste 100 Phone: (303) 452-6611
Denver, CO 80234-2728 Fax. (303) 452.2750
www.ApplegateGroup.eom e- ni.ul I?)1u{j Ip plexale�rou prom
Mining Plan Map
M-2020-029
Applicant: Kiewit Infrastructure Co.
Site: Kiewit Carr Sand and Gravel
Date: 20 Aug 2020
Job #: 19-131
Drawn By: JMD
Exhibit:
C2
Weld County Facility Emergency Action Plan.
2118121
Facility
Emergency
Action
Plan
Kiewit Carr Mine
303-886-4100
Weld County Facility Emergency Action Plan.
2/18/21
1. Name:
Kiewit
2. Location: Corner of Weld CR 124 and CR 23 The entire parcel of Section 36 Township 11
North, range 67 West.
3. Emergency Telephone Numbers:
Facility Primary:
Facility Secondary:
Day
Steve 303-886-4100
Brian 303-921-3112
Night
Steve 303-886-4100
Brian 303-921-3112
Fire District 911 911
Nunn Fire Protection District
Ambulance Service Area 911 911
Nunn Fire Protection District
Weld County Regional Communications Center
911 911
Other
Chemtrec (Chemical transportation Emergency Center) (800) 424-9300
Redi Med (Dr Walter Holmsten) (713) 430-6120
Banner Health Clinic (Wellington) (970) 821-3200
4. Agency Notification Non -Emergency: Phone#
Fire Department/District: (970) 381-4402
Ambulance Service Area: (970) 381-4402
Law Enforcement Agency: (970) 356-4015
Communication Center (970) 350-9600
Office of Emergency management (970) 304-6540
On Site Health and Safety (Non life threating EMT Transport
(866)998-2750
Weld County Facility Emergency Action Plan.
2118121
5. Surrounding Occupancies & Land Use
LG Everest Transload Facility, .02 miles to the West
Two Residential Properties, 2 miles to the South
One Residential Property, 1 mile to the Southeast
One Residential Property, 1 mile to the West
6. Personal Protective Equipment Available:
Typical PPE for individual use
Fire extinguishers as required by company policy, state and national requirements.
First aid equipment
7. Location of Emergency Equipment & Supplies:
Water truck
Loader
Track Hoe
AED (Located in the Scale House)
8. Location & Types of Water Supplies:
Trucked water onto site daily
Potable water by bottled water by outside vendor
9. Transportation routes:
From the site North on CR 23 to CR 124 West North on CR 21 to CR 126 West to State
highway 85.
Weld County Facility Emergency Action Plan.
2118121
10. Action Items and Response:
This facility will a sand and gravel mine along with a crushing operation. As such a
piece of equipment catching fire would be of major concern and pose a large safety risk.
The possibility exists that a fire such as this could result in a wildfire on and off the
property. On our facility several other pieces of equipment including a water truck,
typically used for dust suppression, would be on site to aid in extinguishment of a fire.
Personal medical emergency would also be a serious scenario. Early identification of a
medical emergency, early activation of the EMS system and proper trained employee
training will aid in successful mitigation until EMS can arrive.
Fuel spill could occur on this site. In our site -specific hazardous material plan equipment
would be refueled in a concrete pan that would catch spills should they occur. If a spill
occurred an outside vendor would be contacted for mitigation of the spill. We would
comply with local, state and federal guidelines.
11. Coordination with First Responder Agencies:
Kiewit representative and first responders met on Date to review
emergency plan and tour facility. Tier II report current Y/N.
Weld County Facility Emergency Action Plan.
2118121
Safety and Training Review:
Each year, all employees are provided with all necessary information concerning the proper
handling of a chemical spill or accident. This information shall be in the form of a review sheet
detailing proper procedures, which shall be signed and dated by each employee when all items
are understood. Also, proper use of cleanup and containment tools and procedures will be
demonstrated as necessary. Any new or updated information or procedures will be taught to
employees immediately when applicable.
Facility Manager
Fire Dept. Official
Date
Date
Weld County OEM Date
EMERGENCY CONTACT INFORMATION
PLEASE TYPE OR PRINT
Business Name: Kiewit Phone: 303-886-4100
Address: 160 Inverness Drive West Suite 110 Englewood CO 80112
Business Owner: N/A Phone: N/A
Home Address: N/A City: N/A
List three persons in the order to be called in the event of an emergency:
NAME TITLE ADDRESS PHONE
Steve Ceresa BD Manager Same as Above 303-886-4100
Brian Heikes Sponsor Same as Above 303-269-3112
Jay Johnson Mining Manager Same as Above 402-321-4180
Business Hours:
Type of Alarm: None Burglar Holdup
Name and address of alarm company:
MISCELLANEOUS INFORMATION:
N/A
Number of entry/exit doors in this building: Location(s):
N/A
Various Days: Various
Fire
Silent Audible
Is alcohol stored in building? No Location(s):
Are drugs stored in building? No Location(s):
Are weapons stored in building? No Location(s):
The following programs are offered as a public service of the Weld County Sheriff's Office. Please indicate the
programs of interest. Physical Security Check Crime Prevention Presentation
UTILITY SHUT OFF LOCATIONS:
Main electrical: NIA, Generator for Power
Gas shut off: N/A
Exterior water shutoff: N/A
Interior water shutoff: N/A
ITEM 9
DRMS PERMIT
See the attached approval letter from the DRMS for the Carr Sand & Gravel Mine under DRMS Permit No.
M-2020-029. The entire DRMS permit application and adequacy review information can be viewed at
https://dnrweblink.state.co.us/drms/search.aspx?cr=1; input "M2020029" in the Permit No. search bar.
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
COLORADO
Division of Reclamation,
Mining and Safety
Department of Natural Resources
1313 Sherman St. Room 215
Denver, CO 80203
September 3, 2020
Christopher J. Krumwiede
Kiewit Infrastructure Co.
160 Inverness Drive West
#110
Englewood, CO 8011.2
Re: File No. M-2920-029, Kiewit Carr Sand & Gravel, 112c Decision Letter - Financial and
Performance Warranty Request - Construction Material Operation
Christopher Krumwiede:
On September 3, 2020, the Division of Reclamation, Mining and Safety approved your 1 12c Mining permit
application.
The amount of financial warranty set by the Division for this operation is $137,099.93. You must submit
a financial warranty in this amount and a performance warranty in order for us to issue a permit. In the
event you have requested a financial warranty form, we have enclosed it in this letter. If you have not,
please select a type of financial warranty from Rule 4.3. Then contact us so that we can provide you with
the appropriate warranty form. We have enclosed a performance warranty form with this letter for your
use.
PLEASE NOTE THAT MINING OPERATIONS MAY NOT COMMENCE UNTIL A PERMIT
HAS BEEN ISSUED BY THE DIVISION AFTER RECEIPT OF YOUR FINANCIAL
WARRANTY AND PERFORMANCE WARRANTY. A PERMIT WILL NOT BE ISSUED
UNTIL WE VERIFY THE ADEQUACY OF BOTH YOUR FINANCIAL WARRANTY AND
PERFORMANCE WARRANTY.
If you have any questions, please contact me.
Sincerely,
Daniel J. Cunningham
Environmental Protection Specialist
1313 Sherman St. Room 215 Denver, CO
80203 P
(303) 866-3567 F (303) 832-8106
https://cotorado.gov/drms
Jared Polls,
Governor
I Dan Gibbs, Executive Director
I Virginia Brannon, Director
Enclosure
cc: Steve Ceresa, Kiewit Infrastructure Co.
Steve Ceresa
Kiewit Infrastructure Co.
160 Inverness Drive West #110
Englewood, CO 80112
DNR
•
O V
COLORADO
Division of Recl. amation,
Mining and Safety
Uepar rnenk of Natural Resources
1313 Sherman Street, Room 215
Denver, CO 80203
1931N`aTS] t6ldIa11►[ilDi%'IsUtai 11•d
Permittee/Operator:
Operation known as:
Permit Number:
This form is approved by the Colorado Mined Land Reclamation Board (`Board') pursuant to C.R.S.
34-32-117 of the Colorado Mined Land Reclamation Act and C.R.S. 34-32.5-117 of the Colorado Land
Reclamation Act for the Extraction of Construction Materials.
All parties are on Notice from this Document that:
The above listed Operator provides this warranty to the Board in conjunction with a reclamation
Permit to conduct the above described mining operation on certain lands in Colorado. The "Affected Lands"
are described in the above listed reclamation Permit, and include any Permit Amendment(s) approved by
the Division of Reclamation Mining and Safety ("Division").
The Colorado Mined Land Reclamation Act, C.R.S. 34-32-101 et seq. ("Hard Rock Act"), and the
Colorado Land Reclamation Act for the Extraction of Construction Materials, C.R.S. 34-32.5-101 et seq.
("Construction Materials Act"), both require a permit issued by the Board to include a written promise by
the Operator to comply with all requirements of the Hard Rock and Construction Materials Acts (referred
to herein together as "Acts").
Through the terms and conditions of this performance warranty and Permit, the Operator agrees to
be bound by all requirements of the Acts and all Mineral Rules and Regulations of the Board for Hard Rock,
Metal, and Designated Mining Operations (2 C.C.R. 407-1) and all Mineral Rules and Regulations of the
Board for the Extraction of Construction Materials (2 C.C.R. 407-4) (referred to herein together as "Rules").
The Operator hereby provides the Board warranties of performance pursuant to C.R.S.
34-32-117(2), (3), and (4)IC.R.S. 34-32.5-117(2), (3), and (4), and promises the Board it will comply with
all applicable requirements of the Acts and Rules.
The Operator hereby promises the Board it will comply with all of the terms of the reclamation
Permit, including any Permit Amendment(s) approved by the Division. This performance warranty
obligation of the Operator shall continue until the Operator's liability is released by the Board.
The Operator promises to be responsible for reclamation costs up to the amount established by the
Board and incorporates its financial warranty to this performance warranty. The Operator agrees to maintain
a financial warranty (or warranties) in good standing for the reclamation costs for the entire life of the
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 W. Randall, Executive Director
Virginia Brannon, Director
Permit. The amount of the financial warranty shall be sufficient to assure the completion of reclamation of
affected lands if the Division has to complete such reclamation due to forfeiture. If the Board determines
the Operator is in default under this performance warranty and the Operator fails to cure such default, the
Operator's financial warranty shall be subject to forfeiture pursuant to C.R.S. 34-32-118134-32.5-118.
This performance warranty by the Operator is perpetual and shall remain in full force and effect
until all obligations have been met and all associated financial warranty is released by the Board. Any
release of liability in a succession of Operators shall comply with C.R.S. 34-32-119134-32.5-119.
The provisions hereof shall bind and inure to the benefit of the parties hereto and their successors
and assigns.
SIGNED, SEALED AND DATED this day of
Operator:
Signature:
Name:
Title:
NOTARIZATION OF OPERATOR'S ACKNOWLEDGEMENT
STATE OF )
ss.
COUNTY OF )
20
The foregoing instrument was acknowledged before me this day of , 20
(Day) (Month) (Year)
by
(Name)
of
(Operator)
APPROVED:
State of Colorado
Mined Land Reclamation Board
Division of Reclamation, Mining and Safety
Division Director
Rev. 7-2018
as
NOTARY PUBLIC
My Commission expires:
Date:
Page 2 of 2
(Title)
ITEM 1
APPLICATION FORA•?
See attached application form for a new Use by Special Review (USR) permit for the Kiewit Carr Sand &
Gravel Mine. It has been approved by the Division of Reclamation, Mining, and Safety (DRMS) under
DRMS Permit No. M-2020-029. It was the subject of a pre -application USR consultation under PRE20-
0050.
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
Applegate
Group, lne.
Water Resource Advisors for the West
August 27, 2020
Mr. Daniel Cunningham
Environmental Protection Specialist
Colorado Division of Reclamation, Mining, and Safety
1313 Sherman St., Room 215
Denver, CO 80203
RE: Kiewit Carr Sand & Gravel (M-2020-029) Response to Adequacy Review Comments
Dear Daniel:
The purpose of this letter is to respond to the comments you provided in your August 6, 2020
Adequacy Review for the Kiewit Carr Sand & Gravel 112c Construction Material Conversion
Application, designated M-2020-029. The responses are formatted to match the order of the
comments received.
In addition,
this letter provides a
response
to issues noted during the
August 12, 2020 pre -operation
inspection.
These responses are
provided
in the last section of the
letter.
Rule 6.4.1 Exhibit A — Lepal Description
L Kiewit's intent with this 1 12c application is to permit the entire section (consisting of 640
acres) within the permit boundary. The area listed in paragraph 3 of the application form,
being 541 acres, is the original estimate of the area to be mined after deducting for the
buffers around Lone Tree Creek and the various cultural resources found on site. However,
Kiewit desires that the entire 640 acres be included in the permit boundary as it may be
potentially affected by mining operations. In order to clarify this, a new page 1 of the
application form listing the correct permitted acreage amount of 640 acres is attached.
2. An updated Exhibit A specifying the parcel number for the proposed permit area is
attached. There is no address for the property.
3. An updated Exhibit A specifying the coordinates of the main entrance to the site is attached.
Rule 6.4.2 Exhibit B — Index Map
4. An updated Exhibit B more clearly labeling the adjacent roads is attached.
Rule 6.4.3 Exhibit C — Pre -Mining and Mining Plan Map(s) of Affected Land
5. Updated Exhibit C maps that include the name of the applicant and are signed by the PE
who prepared the maps are attached.
6. The attached Exhibit C-1 map more clearly labels County Road 23.
www.applegategroup.com Denver • Glenwood Springs • Hotchkiss (303) 452-6611
Mr. Daniel Cunningham
RE: Kiewit Carr Sand & Gravel (M-2020-029) Response to Adequacy Review Comments
August27, 2020
Page 2 of'4
7. As outlined in the response to item #1, it is Kiewit's intent that the permit boundary
encompasses all 640 acres within Section 36.
8. The owner of the fence along the property boundary is the State of Colorado; this
information has been added to the Exhibit C-1 map.
9. The rail line loop adjacent to Cell 1 is owned by L.G. Everist and is now labeled on the
Exhibit C-1 map. As discussed during the pre -operation inspection on August 12, 2020, in
our opinion the unimproved two track road designated as County Road 124 should not be
considered a "significant, valuable and permanent man-made structure" for the purposes
of this mining application and so it has been left off the map.
Rule 6.4.4 Exhibit D — Mining Plan
10. The attached Exhibit C-1 map more clearly labels the buffer around cultural resources on
the site.
11. The proposed creek crossing is shown and labeled on the attached Exhibit C-1 map. As
discussed previously, it is Kiewit's intent that the entire 640 -acre section be included in the
permit boundary and thus this proposed creek crossing would be included.
12. Kiewit acknowledges that any new roads built to access or haul mined material will be
considered affected land. Note that the proposed north haul route to County Road 126
through land owned by the Lazy D Grazing Association has been removed from Exhibit
C-1. Kiewit no longer anticipates using this proposed road as an access point.
13. Kiewit estimates that each cell will be mined for a duration of approximately 2 years
(depending on market conditions).
14. Kiewit will not be using explosives on this mining operation.
15. The proposed culvert will likely be an arched corrugated metal pipe with a minimum width
of 5 feet, or a culvert of a different shape with an equivalent flow area. This same sized
culvert is used to pass Lone Tree Creek flows beneath Weld County Road 120 located just
downstream of the site.
Rule 6.4.5 Exhibit E — Reclamation Plan
16. Kiewit has found that compacting topsoil to 90% of standard proctor reduces the potential
for erosional loss and have not noted a negative impact on vegetation establishment.
However, for the purposes of this permit, Kiewit will agree not to conduct such
compaction.
17. As discussed previously, it is Kiewit's intent that the entire 640 -acre section be included in
the permit boundary, which will therefore encompass the affected area associated with the
proposed creek crossing.
18. An updated Exhibit E stating the type of reclamation that the applicant proposes to achieve
and why it was chosen is attached.
19. The proposed reclaimed land use of rangeland will be compatible with the surrounding
land uses, which include industrial and rangeland. It is also compatible with local land use
plans given that this area of Weld County is zoned agricultural.
www.applegategroup.com Denver • Glenwood Springs • Hotchkiss (303) 452-6611
Mr. Daniel Cunningham
RE: Kiewit Carr Sand & Gravel (M-2020-029) Response to Adequacy Review Comments
August27, 2020
Page 3 of'4
20. Topsoil stockpiles will be stabilized by seeding and mulching. Unless the DRMS has
specific guidance to offer at this time, the quantity of seeding and mulching will be in line
with Weld County standards and will be established during the Weld County Use by
Special Review (USR) permitting process.
21. Mulch will be crimped into place. Unless the DRMS has specific guidance to offer at this
time, the quantity of mulch per acre will be in line with Weld County standards and will
be established during the Weld County USR permitting process.
Rule 6.4.6 Exhibit F — Reclamation Plan Map
22. An updated Exhibit F with revised contours is attached.
23. The updated Exhibit F depicts the proposed final land use for the site (rangeland).
24. The updated Exhibit F includes the name of the applicant and is signed by the PE who
prepared the maps.
Rule 6.4.7 Exhibit G — Water Information
25. Kiewit does not expect to directly affect surface or groundwater surfaces during this mine
operation. There are no perennial or ephemeral surface streams within the areas to be
mined, and all material to be mined is above the groundwater table. The potential culvert
to be installed across Lone Tree Creek will be removed during final reclamation. Kiewit's
best management practices to protect the groundwater system from potential spills of fuel,
oil, lubricant etc. are included in the updated Exhibit G attached.
26. An updated Exhibit G with an additional narrative on the BMP's to be implemented is
attached.
27. Kiewit will not be conducting dewatering operations at this mine.
28. At this time, the likely source of water to supply the 20,000 gallons per day for dust control
is a contract with the Triton Water Depot at 20660 Niobrara Blvd, LaSalle, CO 80645.
This water will be trucked to the site. It is possible that an alternative source of water will
be secured; this water will also be trucked to the site.
Rule 6.4.8 Exhibit H — Wildlife Information
29. If the initial site disturbance occurs before red-tailed hawk nesting season (February 15 -
July 15), a single site visit should be sufficient to confirm that the nest is inactive. If initial
site disturbance occurs after July 15, two to three site visits separated by several days would
be needed to determine presence or absence
Rule 6.4.13 Exhibit M — Other Permit and Licenses
30. Kiewit has implemented a Spill Prevention Control and Countermeasures (SPCC) program
for this site as further explained in the revised Exhibit G attached.
www.applegategroup.com Denver • Glenwood Springs • Hotchkiss (303) 452-6611
Mr. Daniel Cunningham
RE: Kiewit Carr Sand & Gravel (M-2020-029) Response to Adequacy Review Comments
August27, 2020
Page 4 of'4
Pre -Operation Inspection Issues
During the August 12, 2020 pre -operation inspection, the following issues were noted:
• Two small ponds located within mining cells 9 and 12 were found. According to data
available from the Colorado Division of Water Resources, there are no water rights or well
permits associated with these ponds. t Additionally, these ponds are not present in the
National Wetlands Inventory.' Review of historical aerial imagery reveal that water
appears in these ponds only intermittently, and their removal will have a negligible impact
on the prevailing hydrological balance of the area. In an abundance of caution, however,
Kiewit will obtain permission from the landowner (the State of Colorado) before draining
these ponds and mining the surrounding area. This information has been added to the
revised Exhibit G, attached.
• A USGS benchmark located on the east side of Lone Tree Creek was found. Kiewit will
coordinate with the USGS on removal and/or relocation of this benchmark before mining
begins on the east side of Lone Tree Creek.
• It was noted that Kiewit has agreements for all structures within 200 feet of the mine except
the unimproved two -track road 124. As described in our above response to item 9 of the
adequacy review, in our opinion this unimproved two -track road does not qualify as a
"significant, valuable, and permanent man-made structure" and therefore a structure
agreement with the road owner is not necessary.
Conclusion
This concludes our response to your adequacy review from August 6, 2020, as well as the issues
noted during the August 12, 2020 pre -operation inspection. If you have any questions regarding
the contents of this response, feel free to contact me at (303)452-6611 or at
jareddainskapplegategroup. com.
Cordially,
Applegate Group, Inc.
Jared Dains, P.E.
Water Resource Engineer
cc: Stephen Ccresa (Kicwit Infrastructure Company)
AG File No. 19-131
' Colorado Decision Support System Map Viewer
(https://gis.colorado.gov/dnrviewer/Index.html'?viewer=mapvi ewer), accessed August 27, 2020.
2 Fish and Wildlife Service National Wetlands Inventory (https://www.fws.gov/wetlands/data/mapper.html),
accessed August 27, 2020.
www.applegategroup.com Denver • Glenwood Springs • Hotchkiss (303) 452-6611
STATE OF COLORADO
DIVISION OF RECLAMATION, MINING AND SAFETY
Department of Natural Resources
1313 Sherman St., Room 215
Denver, Colorado 80203
Phone: (303) 866-3567
FAX: (303) 832-8106
CONSTRUCTION MATERIALS
REGULAR (112) OPERATION
RECLAMATION PERMIT APPLICATION FORM
CHECK ONE: I There is a File Number Already Assigned to this Operation
COLORADO
DIVISION OF
RECLAMATION
MINING
—
&-SAFETY
Permit # M - - - (Please reference the file number currently assigned to this operation)
New Application (Rule 1.4.5) Amendment Application (Rule 1.10)
Conversion Application (Rule 1. l l)
Permit # M - - - (provide for Amendments and Conversions of existing permits)
The application for a Construction Materials Regular 112 Operation Reclamation Permit contains three major parts: (I) the application
form; (2) Exhibits A -S, Addendum 1, any sections of Exhibit 6.5 (Geotechnical Stability Exhibit; and (3) the application fee. When you
submit your application, be sure to include one (1) complete signed and notarized ORIGINAL and one (1) copy of the completed
application form, two (2) copies of Exhibits A -S, Addendum 1, appropriate sections of 6.5 (Geotechnical Stability Exhibit, and a check for
the application fee described under Section (4) below. Exhibits should NOT be bound or in a 3 -ring binder; maps should be folded to
8 1/2" X 11" or 8 1/2" X 14" size. To expedite processing, please provide the information in the format and order described in this form.
GENERAL OPERATION INFORMATION
Type or print clearly, in the space provided, ALL information requested below.
1. Applicant/operator or company name (name to be used on permit): Kiewit Infrastructure Co
1.1 Type of organization (corporation, partnership, etc.):
2. Operation name (pit, mine or site name): Kiewit Carr Sand & Gravel
3. Permitted acreage (new or existing site): 640 permitted acres
3.1 Change in acreage (+) acres
3.2 Total acreage in Permit area acres
4. Fees:
4. l
New Application
$2,696.00
application fee
4.2
New Quarry Application
$3,342.00
quarry application
4.4
Amendment Fee
$2,229.00
amendment fee
4.5
Conversion to 112 operation (set by statute)
$2,696.00
conversion fee
Sand Gravel
5. Primary c.ommoditie(s) to be mined:
5.1
Incidental commodities) to be mined: 1. - lbs/Tonslyr 2.
I
lbs/Tonslyr
3. / lbs/Tons/yr 4. 1 lbs/Tons/yr 5.
1
lbs/Tons/yr
Hot mix asphalt
5.2
Anticipated end use of primary couimoditie(s) to be mined:
5.3
Anticipated end use of incidental commoditie(s) to be mined:
EXHIBIT E
RECLAMATION PLAN
Upon completion of the mining in any cell, that cell bottom will be graded to prevent ponding of storm
runoff. The headwalls will be reclaimed to a slope of no steeper than 3H: 1V. The topsoil from the next cell
will be stripped and placed in the previous exhausted cell. The topsoil material will be compacted to 90%
standard proctor. Upon completion of the placement and compaction of the topsoil the cell will be seeded
with native grasses suitable for the area (per the vegetation and soils reports, the seed mixture shall be
approximately 1.05 PLS per acre prairie sandreed, 0.84 PLS per acre little bluestem, 1.26 PLS per acre
sideoats grama, 0.56 PLS per acre sand bluestem, and 0.88 PLS per acre western wheatgrass). Drilled
seeding will be implemented and straw mulch will be applied to site. Finally, weed control to prevent
noxious weeds will be sprayed at the time of seeding. Erosion control measures including silt fencing along
both sides of the creek as well as the mulch and weed control will continue to be maintained until the grasses
are established over 60% of the ground surface. This process will be repeated for each cell as they are
depleted and the next cell opened. Upon depletion of the last cell the topsoil that was removed and
stockpiled in the first cell will be used to cover the final cell in the same manner outlined above.
Upon completion of the reclamation of the final cell, or if it becomes financially infeasible to continue
mining this property, Kiewit will remove the creek crossing used during the mining operations and reclaim
that area in similar methods to cell reclamation. The culvert will be removed from the site and the fill
material used at the crossing will be used for reclamation elsewhere on site. The stream bed in the area
where the culvert was installed will be restored to native preinstallation condition. All construction and
crushing equipment will be removed from the site. Kiewit or it is successors will remain legally and
financially responsible for final decommissioning of the site. Once vegetation is established, the BMP's
will be removed and all security held by the County and or the DRMS will be released back to Kiewit.
See Sheet F-1 for the reclamation plan map with the anticipated topography following reclamation.
Contours for Cells 1 through 3 were derived based on the depth of the resource as determined in the
Terracon report. Contours for Cells 4 through 13 were derived assuming the cells would be mined to a
depth of 12' BSG; the actual depth of mining will vary depending on the depth of the resource encountered
in these cells. All headwalls will be sloped to 3H: 1V upon reclamation as specified in this reclamation
plan.
Kiewit will reclaim the site to rangeland in order to be consistent with the current use of the land and
surrounding land uses.
Kiewit
DRMS 112 Permit Application
Page E-1
EXHIBIT G
WATER INFORMATION
Based on the geotechnical report prepared by Terracon on 2/25/2020, groundwater occurs at an average
elevation of 5,543 feet. The actual depth to groundwater varies throughout the site and, as outlined in the
mining plan, the bottom depth of the mine will stay at least 2' above the groundwater elevation at all times.
In the event that groundwater rises enough during the wet season to be exposed, the exposed areas will
immediately be buried to 2' of coverage and mining in those locations will cease immediately. Therefore,
no groundwater will be exposed at the site.
Water usage for this site will consist of 20,000 gallons per day for dust control. This water will be trucked
from offsite as needed. Additional water needed will be drinking water for mine workers that will be brought
in from offsite as bottled water.
A National Pollution Discharge Elimination System (NPDES) permit is not required for this site as there
are no chemicals in use and there is no discharge of water or other fluids to the environment. The mined
area will be graded such that all stormwater discharge will be contained to the pit where it will seep back
into the ground.
When it comes to protecting the groundwater system from potential spills of fuel, oil, lubricants, etc., Kiewit
takes environmental compliance very seriously on all of its jobs and fixed facilities. Kiewit commits to
fully comply with the EPA Spill Prevention Control and Countermeasure (SPCC) regulations (40 CRF 112)
for this mine. In addition to compliance with these requirements, Kiewit has a written Environmental Policy
and Program and requires all to follow this program. As part of our commitment to the environmental
compliance, we will comply with all applicable environmental permits and regulations.
Some of the Best Management Practices (BMPs) in the site -specific SPCC plan and Kiewit Environmental
Policy and Program include:
• The onsite lube truck will be stored in a large concrete pan that has curbs on all sides when not in
use to contain possible spills.
• On site fuel tanks shall be double walled tanks or have secondary containment around them.
• The facility would have spill kits located near where equipment would be working or maintained.
• The equipment used on site will be kept in good working order. Daily equipment checks are
completed by operators and the equipment is maintained regularly by Kiewit's own fleet
mechanics.
• Regular environmental inspections of the site by the mine manager and Kiewit environmental staff
to ensure environmental compliance is adhered to by all workers.
During mining, all cells will be internally graded in order to ensure run-off from the disturbed area,
stockpiles, and operating surfaces do not enter the surface stream system. During final reclamation of the
site, the mined areas will be graded and sloped to drain naturally to Lone Tree Creek as shown in Exhibit
F.
The groundwater system will not be impacted by the mining operation. No dewatering will occur.
Two small ponds exist within mining cell 9 and mining cell 12. According to data available from the
Colorado Division of Water Resources, there are no water rights or well permits associated with these
Kiewit
DRMS 112 Permit Application
Page G-1
ponds.' Additionally, these ponds are not present in the National Wetlands Inventory. Review of
historical aerial imagery reveal that water appears in these ponds only intermittently, and their removal will
have a negligible impact on the prevailing hydrological balance of the area. In an abundance of caution,
however, Kiewit will obtain permission from the landowner (the State of Colorado) before draining these
ponds and mining the surrounding area.
1 Colorado Decision Support System Map Viewer
(https,gis.colorado.gov.dnrviewer.Index.html°viewer=mapviewer), accessed August 27, 2020.
'- Fish and Wildlife Service National Wetlands Inventory (https:i;'www.t vs.gov;wetlands; data•mal per.html), accessed
August 27. 2020.
Kiewit
DRMS 112 Permit Application
Page G-2
An example Structure Agreement which meets the requirements of the Statutes is shown below
Structure Agreement
This letter has been provided to you as the owner of a structure on or within two hundred (200)
feet of a proposed mine site The State of Colorado, Division of Reclamation, Mining and Safety
("Division") requires that where a 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 shall 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 ( Construction Materials Rule 63 12 and Rule 64 19 & Hard
RocklMetal Mining Rule 63 12 and Rule 6 4 20)
The Colorado Mined Land Reclamation Board ("Board') has determined that this form, if
properly executed, represents an agreement that complies with Construction Materials Rule 63 12(a),
Rule 6 419(a), and C R S § 34-32 S -115(4)(e) and with Hard Rock/Metal Mining Rule 63 12(a), Rule
6420(a), and C R S § 34-32-115(4)(d) This form is for the sole purpose of ensuring compliance with the
Rules and Regulations and shall not make the Board or Division a necessary party to any private civil
lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the
Division
The following structures are located on or within 200 feet of the proposed affected area:
Unimproved two -track road designated as Road 124
2
4
(Please list additional structures on a separate page)
CERTIFICATION
The Applicant, Kiewit Infrastructure Company (print applicant/company name),
by Brian Heikes (print representative's name), as Senior PM (print
representative's title), does hereby certify that Lazy Two Ranch
(structure owner) shall
be compensated for
any damage from the proposed mining
operation
to the
above listed structure(s)
located on or within
200 feet of the proposed affected area
described
within
Exhibit A, of the Reclamation
Permit Application for Kiewit Carr Sand & Gravel Pit
File Number M-2020- 029
(operation name),
This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its
authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and
the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations.
Any alteration or modification to this form shall result in voiding this form.
NOTARY FOR PERMIT APPLICANT
ACKNOWLEGED BY:
Applicant Representative Namett cM. RE¼'5
Date
STATE OF r" to L-oRAro o
Title
SS.
COUNTY OF Aa,aJa )
The foregoing was acknowledged before me this (oday of � Aq,...�r , X20 ?-o, by
W,r A..1 i.k 1L2 as S/t. Pta:e�,z /`�,,.,�4VL of K,QwiT 1 �,Ti 4-€-J 4,
My Commission Expires: t1at.L a3a o23
Notary Public
VICTOR BRIAN WINCHELL
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 19974020903
MY COMMISSION EXPIRES MARCH 23, 2023
a.
NOTARY FOR STRUCTURE OWNER I.
ACKNOWLEGED BY:
Li -za The &o-rtcL ALL c
Structure Owner
���l �"�`^�-�, Name ���i`"Z��+
Date 12_ 2O
Title
STATE OF
ss.
COUNTY OF
The foregoing was acknowledged before me this day of ?U. by
2c of r,yc LLc
J
My Commission Expires:�ne, / (0 w
No ry is
x3' NOOTTARY PUSL}C
¢¢s BRADY PATTERS0N
STATE OF WYOMING
COUNTY OF NATROMA
M CommlaslO8 Et Ira Juna 4, 2023
An example Structure Agreement which meets the requirements of the Statutes is shown below
*************************************************************************************
Structure Agreement
This letter has been provided to you as the owner of a structure on or within two hundred (200)
feet of a proposed mine site The State of Colorado, Division of Reclamation, Mining and Safety
("Division") requires that where a 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 shall 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 ( Construction Materials Rule 63 12 and Rule 64 19 & Hard
RocklMetal Mining Rule 63 12 and Rule 6 4 20)
The Colorado Mined Land Reclamation Board ("Board") has determined that this form, if
properly executed, represents an agreement that complies with Construction Materials Rule 63 12(a),
Rule 64 19(a), and C R S § 34-32 5-115(4)(e) and with Hard RocklMetal Mining Rule 63 12(a), Rule
6420(a), and C R S § 34-32-115(4)(d) This form is for the sole purpose of ensuring compliance with the
Rules and Regulations and shall not make the Board or Division a necessary party to any private civil
lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the
Division
The following structures are located on or within 200 feet of the proposed affected area:
Unimproved two -track road designated as Road 124
2
3
4
5
(Please list additional structures on a separate page)
CERTIFICATION
The Applicant, Kiewit Infrastructure Company (print applicant/company name),
by Brian Heikes (print representative's name), as Senior PM (print
representative's title), does hereby certify that Lazy Two Ranch (structure owner) shall
be compensated for any damage from the proposed mining operation to the above listed structure(s)
located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation
Permit Application for Kiewit Carr Sand & Gravel Pit
File Number M-2020- 029
(operation name),
This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its
authority under the Colorado Land Reclamation Act for the Extraction of Construction Materials and
the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations.
Any alteration or modification to this form shall result in voiding this form.
NOTARY FOR PERMIT APPLICANT
ACKNOWLEGED
Applicant Representative Name'ttt)cs] tE¼'/.JE'5,
Date
JZ1,Q Title
STATE OF )
ss.
COUNTY OFAaLt )
The foregoing was acknowledged before me this (o'L` day of , 20 ?-o , by
TSciAJ F i is as 5)2. Pro / �, :ta y.O. Of &CQL T T�+L}O 4 fwclae (J.
\ J,_ —1 My Commission Expires: fl
Notary Public
VICTOR BRIAN WINCHELL
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 19974020903
MY COMMISSION EXPIRES MARCH 23, 2023
NOTARY FOR STRUCTURE OWNER
ACKNOWLEGED BY:
Structure Owner LG 2 e Q >_ �. soc.t 1 ame
Date q�z/} L) Title SPA+ /rreh S
STATE OF C4 (kTU6 )
ss.
COUNTY OF_________
was acknowledged before me this day of _, by
nt}1tEA as 0 WWLW of 0
My Commission Expires: Y'&zW t �7At"L
JENNIFER SCHOFIELD
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20184020224
MY COMMISSION EXPIRES MAY 11, 2022
An example Structure Agreement which meets the requnements of the Statutes is shown below
Structure Agreement
This letter has been provided to you as the owner of a structure on or within two hundred (200)
feet of a pi oposed mine site The State of Colorado, Division of Reclamation, Mining and Safety
("Division") requires that where a 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 shall 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, of
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) Wheie such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead,
fi om the owner(s) of the utility that the mining and reclamation activities, as proposed, will have
"no negative effect" on then utility ( Construction Materials Rule 6.312 and Rule 64 19 & Hard
Rock/Metal Mining Rule 63 12 and Rule 6 4 20)
The Colorado Mined Land Reclamation Board ("Board') has determined that this form, if
properly executed, represents an agreement that complies with Construction Materials Rule 63 12(a),
Rule 64 19(a), and C.R S § 34-32.5-115(4) (e) and with Hard RocklMetal Mining Rule 63 12(a), Rule
6420(a), and C R S § 34-32-115(4)(d) This form is for the sole purpose of ensuring compliance with the
Rules and Regulations and shall not make the Board or Division a necessary party to any private civil
lawsuit to enforce the terms of the agreement or create any enforcement obligations in the Board or the
Division
The following structures are located on or within 200 feet of the proposed affected area:
Fence along west and south edges of property
l
2 Road along west and south edges of property
3. Railroad at northwest edge of property
4. Gravel pit to the south of property
5.
(Please list additional structures on a separate page)
CERTIFICATION
The Applicant, \CEw\-r \N rV1LSTIZ 3 -rvP.g' (print applicant/company name),
by vC..t� (print representative's name), as(print
representative's title), does hereby certify that L�. ��er; /,.. (structure owner) shall
be compensated for any damage from the proposed mining operation to the above listed structure(s)
located on or within 200 feet of the proposed affected area described within Exhibit A, of the Reclamation
Permit Application for
File Number M- -
(operation name),
This form has been approved by the Colorado Mined Land Reclamation Board pursuant to its
authority under the Colorado Land Reclamation Ac/for the Extraction of Construction Materials and
the Colorado Mined Land Reclamation Act for Hard Rock, Metal, and Designated Mining Operations.
Any alteration or modification to this fora: shall result in voiding this form.
NOTARY FOR PERMIT APPLICANT
ACICNOWLEGED BY:
Applicants Representative Name
Date �.r 'LQ�� Title S ¼n.jtta
STATE OF Cot-_RA.yy )
) ss.
COUNTYOFAJP,4Kpg )
The foregoing was acknowledged before me this day of , 20 do , by
j7f�aF OQ-iY-,LS as SR. Pn;ec-� K:e14:T 1.-- S4-A.-a-rt Co.
_` My Commission Expires: iicrcL a3 Lo3
Notary Public
VICTOR BRIAN WINCHELL
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 19974020903
MY COMMISSION EXPIRES MARCH 23, 2023
NOTARY FOR STRUCTURE OWNER
ACKNOWLEGED BY:
Structure Owner Name )44hdi qpn
Date y_14- 2-j Title VP- /ladnesin
STATE OF CO\Of01dD )
) ss.
COUNTY OFPrCkpMS )
The foregoing was acknowledged before me this day of �(I , 202O, by
Mop ew ND-IP,booI_as UP Maun-)& of L. CI% rcVe \Ni. .
My Commission Expires: (� l — S Q 2 (�Z"t
Notary Public
ITEM 8
LEGAL RIGHT TO ENTER
See the attached sand and gravel lease between Kiewit and the State Board of Land Commissioners
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
STATE OF COLORADO
(4 �,y. '�•,y STATE BOARD OF LAND COMMISSIONERS
0
I
SAND & GRAVEL LEASE NO. GL 112417
This Sand and Gravel Lease (the "Lease"), is made in duplicate and entered into this
by and between the STATE OF COLORADO, acting by and through the STATE BOARD OF LAND
COMMISSIONERS, located at 1127 Sherman Street, Suite 300, Denver, CO 80203 ("Lessor"), and KIEWIT
INFRASTRUCTURE CO., whose address is 160 Inverness Drive West, Suite 110 Englewood CO 80112,
("Lessee"):
WITNESSETH: Lessor, for and in consideration of the sum of two thousand four hundred twenty Dollars
($2,420.00), receipt of which is hereby acknowledged as payment of the filing fee in the amount of $500.00,
first year's rent in the amount of one thousand nine hundred twenty Dollars ($1,920.00), and in further
consideration of Lessee's agreement to pay Three and no/ 100 Dollars ($3.00) per acre annually as rental in
advance of the anniversary date of this lease so tong as said lease shall remain in effect; and in further
consideration of the terms, conditions and agreements herein and of the payment of royalties reserved herein,
to be kept and performed by Lessee, its successors and assigns, does hereby lease to Lessee the right and
privilege of exploring and prospecting for, developing, and mining of and taking of Sand Ei Gravel ("Minerals")
from the lands herein described, situated in the County of Weld, State of Colorado, to wit:
ACRES
640
FUND: School
SUBDIVISION
ALL
SEC-TWP-RGE
36-T11 N-R67W
PATENTS
None
Containing 640.0 acres, more or less, (the "Leased Premises") together with the right to use as much of the
surface as may be reasonably required, including the right to reasonable ingress and egress; the right to make
excavations, stockpiles, and other improvements as may be reasonably necessary in the mining and removal of
said minerals; subject, however, to all existing easements and rights -of -way of third parties, as detailed on
Exhibit B to this agreement, and the rights of surface lessees and surface owners, and further subject to the
terms, conditions and agreements set out in this Lease. The above -mentioned rights may be exercised in
connection with mining on other or adjacent lands only when mining on such lands is carried on in conjunction
with the actual mining on the Leased Premises. The benefits, terms, and obligations of this Lease shall extend
to and be binding upon the heirs, executors, administrators, successors, or assigns of the respective parties
hereto.
RESERVING, however, to Lessor:
a) ALL rights, privileges and uses of every kind and nature not specifically granted to Lessee by this
Lease.
b) The right to use or lease said premises or any part thereof at any time for any purpose,.
including the right to explore and prospect said premises, which use and leasing of said
premises shall be for purposes other than and not inconsistent with the rights and privileges
herein specifically granted.
c) The right to dispose of or lease the surface where Lessor is the surface owner.
GL 112417
Page 1 of 15
Revised DOL 11/2018
d)
The right at all times during the life of this Lease to go upon said premises and every part
thereof for the purpose of inspecting said premises, and the books of accounts and records of
mineral workings therein, and of ascertaining whether or not said Lessee and those holding
thereunder by and from it, are carrying out the terms, covenants and agreements in this Lease
contained.
e)
The right to access, inspect, and monitor the Leased Premises at all reasonable times by Lessor,
utilizing all reasonable means and methods, including but not limited to gate counters, game
cameras and Unmanned Aerial Systems (UAS). The use of UAS will be in accordance with
applicable Federal Aviation Administration (FAA) rules and regulations. Lessee will cooperate
and not interfere with all reasonable means and methods of access, inspection, and monitoring
including taking actions necessary to comply with FAA rules and regulations.
f)
The right at any time to grant a right-of-way upon,. over or across all or any part of said
premises for any ditch, reservoir, railroad, communication system, electric powerline, or
pipeline, schoolhouse or other lawful purpose; but that such grants shall be subject to the rights
of Lessee.
g)
The right at any time to place the Leased Premises into the Stewardship Trust as set forth in
Section 10(1)(b)(I) of Article IX, of the State Constitution, under conditions that will not
unreasonably interfere with the rights and privileges of the Lessee granted herein.
TO HAVE AND TO HOLD the above described Leased Premises unto Lessee, its heirs, successors, assigns,
or legal representatives for the primary term of 10 years, and until Twelve O'clock noon on the
The Lease may continue in effect for an additional 10 years to the (the
"Secondary Term") as long as sand and gravel are being produced in paying quantities from said Leased
Premises and subject to the terms of Paragraph 4 of this Lease, and the royalties and rentals provided for
herein are being paid, subject to the following terms, conditions and agreements, to wit:
1. ADVANCE MINIMUM ROYALTY -- As minimum and advance royalty, without relation to the amount of
minerals mined from the Leased Premises, Lessee shall pay annually in advance to Lessor the following
amounts:
LEASE YEAR AMR
Beginning May 15, 2024, and each year thereafter $12,800
If Lessee does not extract minerals from the Leased Premises sufficient to return to the Lessor the
minimum amounts above specified, it is nevertheless understood that the above sums of money are due
and payable to Lessor whether or not minerals are mined, but that such advance minimum royalty shall
be credited upon the first royalties due as herein provided for minerals actually produced from the
Leased Premises. In the absence of production of minerals in continuous paying quantities before the
expiration date of the lease, all advance minimum royalties and all rentals shall be forfeited to Lessor.
Acreage changes resulting from surrender or partial assignment do not reduce the advance
minimum royalty proportionately. Further, at the end of each five-year period, commencing from the
original lease date, Lessor may reasonably change the rate or amount of advance minimum royalty to
be paid by Lessee. Failure to comply with any new advance minimum royalty rate set by Lessor may
subject this lease to cancellation by thirty day written notice by Lessor.
In case of assignment of this lease, all advance minimum royalty paid to the state shall be
carried forward and credited to the new assignee.
GL 112417
Revised DOL 11/2018
Page 2 of 15
2. PRODUCTION ROYALTY -- Lessor reserves as royalty, and Lessee agrees to pay to Lessor on or before
the last day of each calendar month following the month of production the following amounts:
• The royalty rate shall be $0.75 per ton (2000 pounds) of sand 8t gravel produced and sold from
the Leased Premises, or a sum equal to eight percent (8%) of the Gross Sale Price (as herein
defined) at the first point of sa(e, whichever is greater.
For the purpose of this lease, the "Gross Sate Price" shall be the average gross sate price per ton of
sand &t gravel actually mined, removed, sold and shipped from the Leased Premises during any month
which shall be an amount equal to the total gross proceeds from all such sales of sand &t gravel during
such month divided by the total number of tons of such sand ft gravel. The only deduction allowed
from the total gross proceeds shall be for transportation and delivery costs incurred by the Lessee in
transporting the sand &t gravel from the mining permit boundary to the point of sale.
Further, at the end of each five-year period, commencing from the original lease date, for so long
as this lease remains in effect, Lessor may increase the rate or amount of production royalty to be paid
by Lessee by a rate not to exceed the rate of increase of the average Producer's Price Index for
Construction Sand, Gravel and Crushed Stone for the previous 5 -year period, as published by the U.S.
Department of Labor, Bureau of Labor Statistics. Failure to comply with any new royalty rate set by
Lessor may subject this lease to cancellation by thirty -day written notice by Lessor.
Reporting of production royalty that is credited against advanced minimum royalty is also due on or
before the last day of each calendar month for mining during the preceding calendar month.
3. EXTENSION -- Lessee may have a preferential right to renew the lease or to receive a new lease,
whichever may be determined by Lessor to be in the best interest of the State, under the following
conditions:
a) An advance minimum royalty, the amount to be negotiated before expiration of the lease, will
be due and payable annually commencing on the date this lease is renewed or a new lease is
executed and shall continue until the expiration of the new or renewed lease. This amount may
be adjusted by Lessor at the end of each five-year period of the renewed or new lease.
b) Lessee shalt furnish to Lessor satisfactory evidence of plans for mining during the term of the
renewed lease or during the term of a new lease.
c) Lessee shall furnish adequate geological evidence to Lessor that the acreage subject to the
renewed or new lease is in fact an integral part of and contains reserves in a logical mining unit.
Whether the acreage is or is not a part of a logical mining unit will be determined by Lessor.
Lessor may remove any acreage that is not part of a logical mining unit from the Leased
Premises of the renewed or new tease.
d) Lessor will evaluate a request for renewal in accordance with policies in place at the time such
request is received. Any extension of this Lease beyond the Secondary Term will only be granted
if Lessor determines that such extension would be in the best interest of Lessor.
4. EXTENSION BY PRODUCTION - The Lease may continue in effect for a Secondary Term of 10 years to
the as long as sand and gravel are being produced in paying quantities from the
Leased Premises. Paying quantities is defined as production and sales of a quantity sufficient to return
to Lessor production royalty payments of a minimum of $12,800 per year.
5. ANCILLARY USE -- Lessee may remove approved minerals, and place on the Leased Premises stock piles
of material mined from the Leased Premises and other such equipment as is approved by Lessor for this
removal and processing. All temporary ancillary uses such as concrete plants, asphalt plants, accessory
GL 112417 Revised DOL 11/2018
Page 3 of 15
equipment, offsite aggregate materials and any other uses not specifically mentioned herein will be
subject to the approval of Lessor and require a yearly rental payment of no less than $5,000.00. Haul
roads and/or access roads which do not directly benefit the Leased Premises will be subject to a
separate road access permit and approval of Lessor.
6. REPORTS AND RECORDS -- After operations begin, it is agreed that on or before the last day of each
month during the term of this [ease Lessee shall submit a sworn, verified, written report to Lessor, in
which report shall be entered and set down the exact amount in weight of all products and the assay
thereof mined and removed from said Leased Premises during the preceding calendar month. Lessee
agrees to keep and to have in possession complete and accurate books and records showing the
production and disposition of any and all substances produced on the Leased Premises and to permit
Lessor at all reasonable hours, to examine the same or to furnish copies of same to Lessor within 60
days following written request along with purchaser's support documentation. All said books and
records shall be retained by Lessee and made available in Colorado to Lessor for a period of not less
than 10 years. If any such examination shall reveal, or if either party shall discover any error or
inaccuracy in its own or the other party's statement, payment, calculation, or determination, then
proper adjustment or correction thereof shall be made as promptly as practicable thereafter, except
that no adjustment or correction shall be made if more than 10 years have elapsed between the time
the error or inaccuracy occurred and the discovery by either party of said error or inaccuracy.
Further, Lessee shall furnish annually a complete operations report to Lessor disclosing the
number of tons and the assay thereof of all ores, minerals and other materials mined from the premises
during the preceding year. Lessee shall also furnish in said report geologic interpretations and
recoverable reserve calculations, and maps and cross sections showing location of any mineral -bearing
outcrops, drill holes, trenches, ore bodies and other prospecting and exploration activities, along with
assays showing the amount of mineral contained in the ore. The records required to be maintained by
Lessee and provided to Lessor upon request include logs of all strata penetrated and all geologic and
hydrologic conditions encountered, and copies of in -hole surveys; this information to be collected and
prepared under the supervision of a qualified geologist, geological engineer or mining engineer. Other
qualified persons may collect and prepare this data, if agreed to in writing between Lessee and Lessor.
Any request to keep certain information confidential should be in writing to Lessor at the time such
information is submitted to Lessor, and such data may be kept confidential as consistent with State
law. Lessee shall submit, if requested by Lessor, such additional reports, records or documents
regarding Lessee's operation on the Leased Premises as necessary for the compliance with lease
provisions.
7. OVERRIDING ROYALTY LIMITATIONS -- It is agreed that this Lease or any subsequent assignment hereof
shall not be burdened with overriding royalties the aggregate of which exceeds two percent (2%) of the
gross value of the minerals or ore at the first point of sale. Lessor must be notified of all overriding
royalties accruing to this Lease.
8. DEVELOPMENT -- Lessee wi[L diligently explore and develop the Leased Premises by utilizing methods
of exploration commonly used in the industry, such as mapping, sampling, drilling, trenching,
geophysical exploration, and laboratory analysis. Indirectly related exploration and development work
such as work done on adjacent properties, or design or construction of a mill will not be considered as
diligent development of the Leased Premises unless approved by Lessor.
GL 112417 Revised DOL 11 /2018
Page 4 of 15
9. PENALTIES -- A penalty may be imposed for, but not limited to, late payments, improper payments,
errors on production reports, violation of any covenant of this Lease, or false statements made to
Lessor. Penalties, taking into account the nature of the claimed deficiency, shall be determined by
Lessor and may be in the form of, but not limited to, interest, fees, fines, and/or Lease cancellation.
Interest shall accrue on any delinquent annual rental, royalty, and other fees due under this Lease
from the date the payment becomes due. Interest shall be calculated at the rate of one and one-half
percent (1.5%) per month, or any fraction thereof, compounded monthly, until full payment is
received by Lessor. In addition, the Lessor may charge penalties as provided in the Lessor's published
fee schedules, as they may be amended from time to time.
10. ASSIGNMENT -- Lessee, only with written consent of Lessor, may assign this lease as to the leasehold
interest of such Lessee in all or part of the lands covered hereby; not less, however, than tracts of
approximately forty (40) acres or governmental lots corresponding to a quarter -quarter section for any
partial assignment.
No assignment of undivided interests or retention or reservation of overriding royalties will be
recognized or approved by Lessor, and the effect, if any, of any such assignments or reservations will
be strictly and only as between the parties thereto and outside the terms of this lease. No dispute
between parties to any assignment or reservation shall operate to relieve Lessee from performance of
any terms or conditions hereof or to postpone the time therefor. Lessor will at all times be entitled to
look solely to Lessee or his assignee shown on Lessor's books as being sole owner hereof, and for the
sending of all notices required by this Lease, for the performance of all terms and conditions hereof.
if an assignment of a part of this Lease is approved, a new lease designated as an assignment
lease will be issued to the assignee covering the lands assigned for the balance of the term of the base
lease on the mining lease form in use at the time of assignment and limited as to term as said lease is
limited. The assignor will be released and discharged from all further obligations for such lands
assigned, as if the same had never been a part of this Lease.
11. ASSIGNMENT CONSIDERATION -- The consideration for approval of assignment by Lessor shall be 10% of
the value of any consideration tendered to Assignor by Assignee for the assignment. Divulgence of the
value of these considerations shall be mandatory, in affidavit form, which form shall be presented to
Lessor along with the other assignment instruments in order to obtain Lessor's approval for the
assignment. An assignment does not constitute a new lease but is a continuation of the base lease.
Any attempt to withhold this information shall be construed as an attempt to defraud the State of
Colorado and shall render this lease null, void and nonexistent, and all moneys paid to Lessor shall be
forfeited to Lessor. In addition, the current statutory fees will be paid at the time the assignment
record form is submitted.
12. WEIGHTS -- It is agreed that all Minerals mined and taken from the Leased Premises shall be weighed
and assayed and the weight and assay thereof shall be entered in due form in weight and assay records
kept for such purposes by Lessee.
Ton means 2000 pounds. Ton shall be determined by Colorado State certified scales or other
methods approved by Lessor.
13. STEWARDSHIP TRUST STIPULATION-- The Leased Premises is not included in the Stewardship Trust as
of the Effective Date of this Lease.
GL 112417 Revised DOL 11/2018
Page 5 of 15
14. MINING METHODS -- Only mining methods that will insure the extraction of the greatest possible
amount of minerals consistent within the laws and with prevailing good mining practice shall be used.
15. OPERATION PLAN -- All plans for exploration and mining shalt be submitted to Lessor for approval by
Lessor before such operations begin. These plans will include, but not be limited to, location of
additional roads, location of access points to the Leased Premises, and location of any cattle guards or
gates. These plans shall include provisions for control of noxious weeds on all lands disturbed by the
Lessee, and along all transportation corridors used by the Lessee within the Leased Premises. Lessee
shall provide evidence of consultation with Colorado Parks and Wildlife and incorporate provisions for
protection of wildlife that may include seasonal timing restrictions and pre -construction surveys. No
mining activity or disturbance of any kind is allowed within 300 feet of Lone Tree Creek.
16. ENVIRONMENTAL ANALYSIS -- Lessee shall comply with all applicable federal, state, and local laws,
rules, regulations, permits, codes and ordinances, including the rules, regulations and requirements
of the Colorado Division of Reclamation, Mining and Safety to identify and reduce adverse impacts to
the environment, and the public health, safety and welfare. Prior to any surface occupancy on the
Leased Premises, Lessee must perform environmental analyses that are required by any local, state or
federal agency or regulation, including, but not limited to, the study of the impacts of the mining
operation on wildlife, air, water, soil, or other biological resources. Lessor may require that Lessee
submit the environmental analysis, including proposed mitigation plans, for review by Lessor before any
exploration or mining begins.
17. RECLAMATION -- Lessee shalt submit all plans for restoration and reclamation of Leased Premises to
Lessor for Lessor's approval before submitting the appropriate permit or permits pursuant to the
Colorado Mined Land Reclamation Act 34-32-101 ET SEA., C.R.S. 1973 as amended. Rules and
regulations as set forth by the Division of Reclamation, Mining, and Safety for recovery and restoration
of mined land will apply where applicable to the Leased Premises, Variations from the reclamation
plan as originally submitted for approval may be granted only with the written approval of Lessor. Upon
termination, surrender, or expiration of the Lease, Lessee shall reclaim all portions of the Leased
Premises disturbed by Lessee's mining activities in accordance with the approved reclamation plan.
18. LESSOR'S APPROVAL -- Whenever approval by Lessor is required or contemplated by Lessee, approval
must be in writing and shalt be optional and shall be within the sole and absolute discretion of Lessor,
19. OTHER STATE AGENCIES -- Lessor may determine that instruments and documents required by other
State agencies satisfy certain requirements of this lease, in the event that Lessee is required to file
instruments and documents with other State agencies, including the Division of Reclamation, Mining,
and Safety, Lessee shall notify Lessor of said filing and Lessor reserves the right to request and obtain
copies of such instruments and documents from the agency or from Lessee.
21. NOTICES -- Any notice, demand, request, designation, consent, approval or other document or
instrument required under the provisions of this Lease shall be in writing, shall be deemed to have been
duly served on the day of receipt or rejection and shall be sent by registered or certified United States
mail, postage prepaid, return receipt requested, or by a nationally recognized overnight courier service
that provides written evidence of delivery, as addressed to the Parties hereto. The Parties may change
the place for serving such papers on it, or provide for the delivery of not more than 2 additional copies,
by giving the other party at least 30 days prior written notice to such effect. Notices shall be sent to:
GL 112417 Revised DOL 11 /2018
Page 6 of 15
Lessee: ' State Land Board:
KIEWIT INFRASTRUCTURE CO. Colorado State Board of Land Commissioners
160 Inverness Drive West, Suite 110 i Minerals Director
Englewood CO 80112 1127 Sherman Street Suite 300
Denver Colorado 80203
22. WAIVER OF COVENANTS REGARDING TITLE AND NOTIFICATION OF MINING OPERATIONS Lessee
leases the Leased Premises in its "as is" condition with all faults, including the environmental condition
of the Leased Premises. Lessor makes, and Lessee affirms that Lessor has made no representations or
warranties, express or implied, of any kind whatsoever with regard to the title or condition of the
Leased Premises or its fitness or suitability for any particular use. Lessee acknowledges that it is solely
responsible for performing its own due diligence and for becoming fully familiar with the title,
encumbrances and condition of the Leased Premises and any applicable restrictions, uses, or other
conditions that might affect its development or use for a particular purpose.
It is understood that Lessor may not own or control the surface estate of Leased Premises, or Lessor
may have issued a surface use lease to another lessee. Lessee shall be responsible for identifying such
ownership or determining the surface lessee or lessees, and shall notify all such parties in advance of
any on -site activity. Lessor's surface and mineral ownership and lease records are available through the
Colorado Open Records Act (CORA), C.R.S. SS 24-72-200.1, et seq., at the State Land Board address
named above. Notification will be given at least thirty (30) days in advance for untitled or grazing
acreage and at least sixty (60) days in advance for titled farm ground prior to any on site activity.
Lessee shall closely coordinate any on -site activity with the surface owner or lessee, and make a
reasonable effort to protect the integrity of surface owner's or surface lessee's fences, gates,
cattleguards, and other property.
23. PROTECTION AGAINST SURFACE DAMAGE -- Lessee has the right to utilize as much of the surface of
the lands as is reasonably necessary for mining operations; however, Lessee shalt be liable and agrees
to pay for all damages to the surface, livestock, growing crops, water wells, reservoirs, or other
improvements caused by Lessee's operations on said lands. If requested in writing by Lessor, Lessee wilt
erect fencing around mining operations. There shalt be no removal of timber without prior notice to
Lessor. Any merchantable timber cut in conjunction with the approved mining plan is to remain the
property of the State. All other timber, slash, stumps, and boughs are to be disposed of by Lessee.
There shall be no importing of material, including fill material, soil, rock, debris and trash, from
outside the Leased Premises.
24. LIENS AND CLAIMS -- Lessee shall not suffer or permit to be enforced against the Leased Premises, or
any part thereof, or any improvements thereon, any liens arising from, or any claim for damage
growing out of the work of any construction, repair, restoration, replacement or improvement, or any
other claims or demand howsoever the same may arise, but Lessee shall pay or cause to be paid all of
said liens, claims, or demands before any action is brought to enforce the same against the Leased
Premises or improvements. Lessee agrees to defend, indemnify and hold Lessor and the Leased
Premises free and harmless from all liability for any and all such liens, claims, demands, and actions
together with reasonable attorney fees and all costs and expenses in connection therewith.
Lessee shall, upon execution of this lease, at its cost, prepare a Notice, pursuant to C.R_S. 1973,
5 38-22-105 and cause the same to be posted for the purpose of protecting Lessor against any liens or
GL 112417 Revised DOL 1112018
Page 7 of 15
encumbrances upon the Leased Premises by reason of work, labor, services or materials contracted for
or supplied to Lessee.
25. BOND -- Lessee shall execute a bond (or other sureties as may be approved by Lessor) at the time
this Lease is executed by the Parties in an amount fixed by Lessor. The bond shall guarantee
performance of this Lease by Lessee, which includes, but is not limited to, security for payment for
damages caused by Lessee's or Lessee's agent's operations on said lands. The bond shall consist of
cash, letter of credit, or other sureties as may be approved by the Lessor. However, if the bond is
other than cash, the bond must be in a form that will guarantee payment in cash to the Lessor upon
receipt by any bank or insurance company of written demand by the Lessor, without further
condition. The Lessor shall return the bond to the Lessee if and when Lessee has fully complied with
the terms of this Lease; however, Lessor may require such bond to be held in full force and effect
for one year after cessation of operations. The Lessee is aware and understands that certain
covenants and agreements relating to surface reclamation may require additional time beyond the
Term, and agrees to keep this bond in place until all agreements related to surface reclamation have
been satisfied by inspection and approved by the Lessor's staff or their designee. In the Lessor's
discretion, the Lessor may draw upon the bond after Lessee has failed to perform its obligations
under the Lease beyond the stated cure periods provided in the Lease. Lessor reserves the right to
grant relief from the foregoing bond requirements. This requirement may be waived in favor of the
requirements of Division of Reclamation, Mining and Safety.
26. GOVERNMENTAL IMMUNITY -- Liability for claims or injuries to persons or property arising from the
negligence of the State of Colorado, its departments, institutions, agencies, boards, officials, and
employees is controlled and limited by the provisions of the Governmental Immunity Act, C.R.S. § 24-
10-101 et seq., and the risk management statues, C.R.S. § 24-30-1501 et seq., as amended. No term or
condition of this Lease will be construed or interpreted as a waiver, express or implied, of any of the
immunities, rights, benefits, protections, or other provisions, of the Governmental Immunity Act as
applicable now or hereafter amended.
27. INDEMNIFICATION -- Lessee assumes all liability arising from the use, occupation or control of the
Leased Premises by Lessee under this Lease. This assumption includes, but is not limited to, liability
for all personal injuries (including death) and environmental and property damage and destruction.
Lessee agrees to defend, indemnify and hold harmless Lessor from and against any and all liabilities,
losses, damages, liens, expenses, claims, demands, debts, obligations, fines, penalties, suits or actions,
judgments, and costs of any kind whatsoever arising from the use, occupation or control of the Leased
Premises, caused by any act, omission or neglect of Lessee, or Lessee's employees, agents, guests,
invitees, contractors or assigns. Lessee further agrees to indemnify Lessor for any costs, including costs
of suit and fees for consultants, experts, and attorneys, incurred by Lessor in terminating or canceling,
enforcing obligations or defending itself against any matter arising under this Lease caused or
permitted by lessee or Lessee's employees, agents, guests, invitees, contractors or assigns. This
provision shall survive termination, cancellation or relinquishment of this Lease and any cause of action
by Lessor to enforce it shall not be deemed to accrue until Lessor's actual discovery of said liability,
claim, loss, damage, or exposure. This indemnity is in addition to any other indemnity provided for in
this Lease. Lessee will not be responsible for any liability caused by persons granted other uses of the
Leased Premises by Lessor.
GL 112417 Revised DOL 11 /2018
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28. INSURANCE -- Lessee, at its sole cost and expense, shall during the entire term of this Lease procure,
pay for and keep in full force and effect an occurrence based general liability insurance policy from an
insurance carrier licensed to do business in Colorado, in an amount not less than one million dollars
($1,000,000.00) per occurrence and two million dollars ($2,000,000.00) aggregate. Lessee, at its sole
cost and expense, shall during the entire term of this Lease procure, pay for and keep in full force and
effect a property insurance policy from an insurance carrier licensed to do business in Colorado
covering all insurable improvements owned by the State Land Board located on the Leased Premises in
an amount not less than necessary to cover the replacement cost. All policies shall name Lessor as an
additional insured, shall provide that the coverage is primary and noncontributory over any other
insurance coverage available to Lessor, its agents and employees and shall include a clause waiving all
rights of recovery, under subrogation or otherwise against Lessor, its agents and employees. Failure to
buy and maintain the required insurance is a default of this Lease. Before starting work under this
Lease, Lessee shall, at Lessor's request, furnish a certificate of liability insurance, referencing the
lease number and reflecting the above requirements. Lessor may alter any requirements of this section
to meet the requirements of the Colorado Governmental Immunity Act or any requirements determined
by the Colorado Office of Risk Management.
29. WATER - To the fullest extent permitted by law, Lessor reserves title to all water rights associated or
appurtenant to the Leased Premises. In addition, no water, ditch, reservoir, well, spring, seepage or
other right, permit, or use of any kind ("water right") may be initiated, established, appropriated or
adjudicated (for use on or off the Leased Premises) by Lessee without the prior written approval of
Lessor. All applications and documents pertaining to any such water right must be made in the name
of Lessor, and Lessor reserves the right to make or convert any related applications or documents in
or to its own name. Any such water right, approved or unapproved is the sole and absolute Property
of Lessor without cost to Lessor. Additional payment may be required for the use of any waters as
may be defined as tributary, non -tributary or not non -tributary.
30. SURRENDER AND RELINQUISHMENT -- Lessee may, at any time, by paying to Lessor all amounts then
due as provided herein, surrender and cancel this lease insofar as the same covers all or any portion of
the lands herein leased and be relieved from further obligations or liability hereunder with respect to
the lands so surrendered; provided that no partial surrender or cancellation of this lease shall be for
less than tracts of approximately forty (40) acres or governmental lot corresponding to a
quarter -quarter section, the rental being reduced proportionately.
This surrender clause and option herein reserved to Lessee shall cease and become absolutely
inoperative immediately and concurrently with the institution of any suit in any court of law by Lessee,
Lessor or any assignee of either to enforce this lease, or any of its terms, express or implied, but in no
case shall surrender be effective until Lessee shall have made full provision for conservation of the
minerals and protection of the surface rights of the Leased Premises as may be determined by Lessor.
Notwithstanding the foregoing, no surrender and relinquishment of this lease shall be effective
unless and until all reports, documents and information of any kind required to be submitted to Lessor
under this lease, or to such state agencies as provided in this lease have been submitted to Lessor or
such state agency.
31. RIGHT OF REMOVAL -- In the event this lease is terminated by surrender, or the expiration of its term,
and all obligations of Lessee under this lease are satisfied, all Lessee's improvements, equipment,
man-made objects of any type, including stockpiles and dumps except as these stock piles and dumps
may be disposed of pursuant to the reclamation plan, shall be removed from the Leased Premises
GL 112417 Revised DOL 11 /2018
Page 9 of 15
within six months from the date of such termination at Lessee's expense. Such removal is to be
accomplished without unnecessary waste or damage to the premises and Lessee shall restore the
surface of the Leased Premises to the same condition as immediately prior to the execution of this
lease as it pertains to such removal. All improvements and equipment remaining on the Leased
Premises six months after the termination hereof shall be forfeited automatically to Lessor without
compensation and without necessity of execution of additional documents.
32. CONDEMNATION -- If the Leased Premises shall be taken in any condemnation proceeding, this lease
shall automatically terminate as of the date of taking. The award for such condemnation shall be paid
to Lessor, except for any specific award(s) paid to Lessee for severed minerals reserves, in which event
a percent of such specific award(s) equal to royalty shall be paid to Lessor in lieu of royalty lost by
virtue of the condemnation. Improvements shall be removed by Lessee per terms in the RIGHT OF
REMOVAL paragraph herein. If only a portion of the leased land is taken by condemnation, Lessor may,
at its option, terminate this lease or terminate only that portion of the lease so taken.
33. COMPLIANCE WITH LAW -- Lessee shall comply fully with all the provisions, terms, conditions of all
laws, whether state or federal, and orders issued thereunder, which may be in effect during the
continuance hereof, which in any manner affect or control mining or other operations of Lessee, and
Lessee further agrees that good mining methods shall be used at all times of active mining so long as
said methods are consistent within the law.
Lessee shall comply with all applicable federal, state and local environmental, wetlands protection,
health and hazardous waste laws, ordinances and regulations. In addition to the foregoing, and not in
limitation thereof, Lessee shall not cause or permit any Hazardous Material to be brought upon, kept or
used in or about the Leased Premises by Lessee or Lessee's agents, employees, contractors or invitees,
without the prior written consent of Lessor. If Lessee breaches the obligations stated in the preceding
sentence, or if the presence of Hazardous Material on the Leased Premises caused or permitted by
Lessee results in contamination of the Leased Premises, or if contamination of the Leased Premises by
Hazardous Material otherwise occurs for which Lessee is legally liable, then Lessee shall indemnify,
defend and hold Lessor harmless from any and all claims, judgments, damages, penalties, fines, costs,
liabilities or losses (including, without limitation, diminution in value of the Leased Premises, damages
for the loss or restriction on use of the Leased Premises, damages arising from any adverse impact on
future leasing of the Leased Premises, and sums paid in settlement of claims, attorney fees, consultant
fees and expert fees) which arise during or after the lease term as a result of such contamination. This
indemnification of Lessor by Lessee includes, without limitation, costs incurred in connection with any
investigation of site conditions or any cleanup, remedial, removal, or restoration work required by any
federal, state, or local governmental agency or political subdivision because of Hazardous Material
present in the soil or ground water on or under the Leased Premises. Without limiting the foregoing, if
the presence of any Hazardous Material on the Leased Premises caused or permitted by Lessee results
in any contamination of the Leased Premises, Lessee shall promptly take all actions at Lessee's sole
expense as are necessary to return the Leased Premises to the condition existing prior to the
introduction of any such Hazardous Material to the Leased Premises; provided that Lessor's approval of
such actions shall first be obtained. As used herein, the term "Hazardous Material" means any
hazardous or toxic substance, material or waste which is or becomes regulated by any local
governmental authority, the State of Colorado or the United States Government. The term "Hazardous
Material" includes, without limitation, any material or substance that is (i) defined or designated as a
"hazardous substance", "hazardous waste" or a "regulated substance" under appropriate state or federal
law.
GL 112417 Revised DOL 11/2018
Page 10 of 15
34. ARCHAEOLOGY -- Under no circumstances may Lessee or any person injure, destroy, disturb, mar,
appropriate, collect, remove, alter or excavate, any historical, prehistoric or archaeological site or
resource on any lands administered by Lessor. Lessee shall consult with the State Archaeologist and
complete all required preconstruction surveys for cultural resources prior to exploration and mining
activities. Discovery or indication of a suspected site or resource shall be immediately brought to the
attention of Lessor and the State Archaeologist or Lessee shall provide evidence that no significant
archaeological sites exist on the Leased Premises which could be destroyed by Lessee's operations.
Lessee shall comply with the requirements of C.R.S. §§ 24-80-401 through 411, as may be amended
from time to time.
35. DEFAULT AND REMEDIES -
a) Defaults. The occurrences of any one or more of the following events shall constitute a default
hereunder by the Lessee:
1. Failure by the Lessee to make any payment of rental or other payment of additional rental or
charge required to be made by the Lessee hereunder, as and when due.
2. Use of the Leased Premises by the Lessee, its successors and assigns or attempted use of the
Leased Premises for any other purpose than those permitted by this Lease without the prior
written consent of the Lessor.
3. Failure by the Lessee to perform any of the covenants, conditions or requirements contained
herein. Provided further that if the nature of the Lessee's default is such that more than 30 days
are reasonably required to cure such default then the Lessee shall not be deemed to be in default
if the Lessee shall commence such cure within said 30 day period and thereafter diligently pursue
such cure to completion.
Any of the above events of default may be cured by the Lessee within 30 days after written notice
thereof from the Lessor to the Lessee in accordance with Paragraph 21.
b) Remedies. In any event of default and in addition to any or all other rights or remedies of the Lessor
hereunder or by the law provided, the Lessor may exercise the following remedies at its sole option:
1. Termination. Terminate the Lessee's right to possession of the Leased Premises by any lawful
means, in which case this Lease shall terminate and the Lessee shall immediately surrender
possession of the Leased Premises to the Lessor. In such event of termination, the Lessor shall be
entitled to recover from the Lessee:
A. The unpaid rental, taxes and/or damages which have accrued up until the time of
termination together with interest; and
B. Any other amount necessary to compensate the Lessor for the Lessee's failure to perform
its obligations under this Lease or which would be likely to result therefrom, including, but
not limited to, the cost of recovering possession of the Leased Premises, expenses of
reletting, including necessary repair, renovation and alteration of the Leased Premises,
reasonable attorney's fees, and any other reasonable costs; and
C. Interest upon such amounts, which shall be one point five percent (1.5%) per month or
portion thereof. Said interest shall accrue from the dates such amounts accrued to the
Lessor until paid by the Lessee.
GL 112417 Revised DOL 11/2018
Page 11 of 15
2. Possession of Property, Improvements and Equipment. If, upon termination of this lease for any
reason, whether by surrender, forfeiture or expiration of term or otherwise, Lessee shall not have
fully complied with the terms of the tease, Lessor shall hold and retain possession of the property,
improvements, and equipment of Lessee as security unto Lessor for the payment of rents and
royalties due Lessor, or to protect Lessor against liens, or to indemnify Lessor against any loss or
damage sustained by Lessor by reason of the default of Lessee, for which purpose Lessor is hereby
given a lien upon all such property, improvements, and equipment, which lien shall attach as the
same are placed upon the premises. In the event Lessor shall foreclose the lien in this article
given to Lessor by Lessee, Lessor may itself be a purchaser at any sale thereof under such
foreclosure.
c) Unlawful Detainer. Upon the termination of this lease for any cause, if Lessee shall remain in
possession of said premises, Lessee shall be guilty of an unlawful detainer under the statutes in such
case made and provided, and shalt be subject to all the conditions and provisions thereof and to
eviction and removal, forcibly or otherwise, with or without process of law, as above provided.
d) Interest and Processing Fees; Penalties. Interest and processing fees in the amount of one point
five percent (1.5%) per month or portion thereof shall be imposed for late payments and improper or
partial payments. In addition, the State Land Board may charge penalties as provided in the State Land
Board's published fee schedules, as they may be amended from time to time. Said interest, processing
fees, and penalties (if any) shall accrue from the dates such amounts accrued to the State Land Board
until paid by the Lessee.
e) Cumulative Rights. The rights and remedies reserved to the State Land Board, including those not
specifically described, shall be cumulative, and the State Land Board may pursue any or all of such
rights and remedies, at the same time or separately.
36. TAXES -- Lessee shall pay all taxes, or payments in lieu of taxes, lawfully assessed for the Leased
Premises or improvements thereon.
37. HEIRS AND SUCCESSORS IN INTEREST - The benefits, terms, and obligations of this Lease shall extend
to and be binding upon the heirs, executors, administrators, successors, or assigns of the respective
parties hereto.
38. MISCELLANEOUS PROVISIONS -
a) Waiver. No failure by either party to exercise and no delay in exercising any right, power or
privilege hereunder will operate as a waiver hereof, nor will any single or partial exercise of any right or
privilege hereunder preclude further exercise of the same right or the exercise of any right hereunder. A
waiver on one or more occasions of any of the provisions hereof shall not be deemed a continuing one.
Acceptance of payments by Lessor shall not be deemed to effect (a) a ratification, renewal, extension,
or amendment of this Lease, or (b) a waiver of any rights granted to Lessor, the obligations imposed
upon Lessee, express or implied, or the remedies for Lessee's breach, or (c) an estoppel against Lessor
preventing Lessor from enforcing Lessor's rights or Lessee's obligations hereunder, express or implied,
or from seeking damages for Lessee's breach thereof.
b) Entire Understanding. This Lease represents the complete integration of all understandings
between the parties and all prior representations and understandings, oral or written, are merged
GL 112417 Revised DOL 1112018
Page 12 of 15
herein. Prior or contemporaneous additions, deletions, or other changes hereto shall not have any force
or effect whatsoever, unless embodied herein.
c) Captions. Captions and paragraph headings in this Lease are intended for convenience and
reference only and shalt not define, limit or describe the scope or intent of any provisions of this Lease.
d) Severability. Provided this Lease can be executed and performance of the obligations of the parties
accomplished within its intent, the provisions hereof are severable and any provision that is declared
invalid or becomes inoperable for any reason shall not affect the validity of any other provision hereof,
provided that the parties can continue to perform their obligations under this Lease in accordance with
its intent.
e) Survival. Notwithstanding anything herein to the contrary, provisions of this Lease requiring
continued performance, compliance, or effect after termination hereof, shall survive such termination
and shall be enforceable by the State Land Board if Lessee fails to perform or comply as required.
f) Binding Effect. This Lease and the rights and obligations created hereby shall be binding upon and
shall inure to the benefit of the parties hereto and their respective successors and assigns.
g) Modification or Amendment.
1) By the Parties. Except as specifically provided in this Lease, modifications of this Lease shall not
be effective unless agreed to in writing by the parties in an amendment to this Lease,
2) By Operation of Law. This Lease is subject to such modifications as may be required by changes
in Federal or Colorado State law, or their implementing regulations. Any such required
modification automatically shalt be incorporated into and be part of this Lease on the effective
date of such change, as if fully set forth herein.
h) Governing Law and Venue. This Lease and its application shall be construed in accordance with the
laws of the State of Colorado. The parties agree that venue for any litigated disputes regarding this
Lease shall be Denver County.
i) Counterparts. This Lease may be executed in multiple identical original counterparts, all of which
shalt constitute one Lease.
j) No Third -Party Beneficiaries. Enforcement of this Lease and all rights and obligations hereunder are
reserved solely to the parties. Any services or benefits which third parties receive as a result of this
Lease are incidental to the Lease, and do not create any rights for such third parties
k) Non -Business Days. If the date of any action under this Lease falls on Saturday, Sunday or a day
recognized as a holiday by the State of Colorado, then the relevant date shall be extended automatically
until the next day that is not Saturday, Sunday or a holiday.
GL 112417 Revised DOL 11 /2018
Page 13 of 15
I.) Costs of Suit, Attorneys Fees. In the event that the State Land Board shall, without fault on the State
Land Board's part, be made party to any litigation instituted by the Lessee or by any third party against
the Lessee, or by or against any person holding under or using the Premises by license of the Lessee, or
for the foreclosure of any lien for labor or material furnished to or for the Lessee or any such other
person or otherwise arising out of or resulting from any action or transaction of the Lessee or of any
such other person, the Lessee hereby indemnifies and holds the State Land Board harmless from and
against any judgment rendered against the State Land Board or the improvements or any part thereof,
and all costs and expenses, including reasonable attorney's fees, incurred by the State Land Board in or
in connection with such litigation.
m) CORA
Disclosure.
This
Lease is
subject to public release through the Colorado Open Records
Act, CRS
§24-72-201,
et
seq., as
amended from time to time.
IN WITNESS WHEREOF, Lessor and Lessee, by their signatures below, agree to the terms of this Lease:
KIEWIT INFRASTRUCTURE CO.
r
By:
Signature
Printed Name
r a
_ II'
(�h •'sa
(Seal)
GL 112417
Date
Title
STATE OF COLORADO BY THE
STATE BOARD OF LAND COMMISSIONERS
By: `
Christet Koranda, Minerals Director
Date: 612-\ J%'\
Page 14 of 15
Revised DOL 11 /2018
EXHIBIT B
SAND AND GRAVEL LEASE # GL112417
dated
May 15, 2019
between
State of Colorado, acting through the State Board of Land Commissioners, Lessor
and
KIEWIT INFRASTRUCTURE CO., Lessee
Existing leases, right-of-ways, and agreements:
Lease
Exp.
Type
Lessee
Acres
No.
Date
109710
AG
Lazy D Grazing Association
640
11/1/2025!
112023
()G
Edge Energy 11 LLC 640
8/15/2023
GL 112417 Revised DOL 11 /2018
Page 15 of 15
Return Recorded Document to:
Kiewit Infrastructure Co.
1550 Mike Fahey Street, Omaha, NE 68102
Attn: Kiewit Real Estate Dept.
ACCESS RIGHT OF WAY AGREEMENT
THIS ACCESS RIGHT OF WAY AGREEMENT ("Agreement") is made and en-
tered into this t≤ day of 2021 ("Effective Date"), by and between L.G.
Everist, Inc., a 5,6kL Rte a corporation, ("L.G.") and Kiewit Infrastructure Co., a
Delaware corporation ("Kiewit").
RECITALS
A. L.G. owns a certain land as set forth on Exhibit A ("Owner Land") on which
is located a certain haul road, located in Carr, Weld County, Colorado. Said haul road is
more specifically shown on Exhibit A attached hereto (referred to herein as the "Proper-
ty„); and
B. Kiewit desires to use the Property for ingress and egress to public roads
and to property Kiewit has leased which is adjacent to the Property as shown on Exhibit
A (referred to herein as the "Kiewit Leased Property"); and
C. L.G. is willing to permit such use of the Property use by Kiewit.
AGREEMENTS
NOW, THEREFORE, in consideration o₹ the mutual promises and covenants set
forth herein, the parties agree as follows:
1. Grant of Right of Way. L.G. hereby grants to Kiewit, its agents (including
but not limited to the State Land Board, Weld County, Division of Reclamation and Mine
Safety) and contractors, a non-exclusive right to use the Property for ingress and egress
to public roads and to Kiewit Leased Property ("Right of Way").
2. Use. Kiewit, its agents (as listed above) and contractors, will use the
Right of Way over the Property for heavy commercial and other vehicle traffic as neces-
sary to support and facilitate Kiewit's business operations on the Kiewit Leased Proper-
ty. Kiewit will maintain the Property in good condition as a result of Kiewit's use, with
usual and customary maintenance for an unpaved gravel road, such maintenance to
include grading and dust suppression. Kiewit is not required to repair or maintain the
haul road to remedy or address L.G.'s use of the Property. L.G agrees to sell non pota-
ble water for use in dust suppression from their transload facility to Kiewit for the cost of
$12 per 1000 gallon. Kiewit is not obligated to purchase water solely from L.G and re -
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serves the right to purchase water for dust suppression elsewhere as they see fit. Kie-
wit will be responsible for transportation of all water for dust suppression. Kiewit will be
responsible to provide and maintain required pumps, stands, and delivery instruments
to fill Kiewit trucks along with certified totalizing flow meter to record water usage that is
made accessible to L.G.
3. Term. The Right of Way shall begin on the date of this Agreement and
continue for an initial 5 -year term and have an unlimited amount of yearly extensions
after that initial term at the discretion of Kiewit. This contract can be canceled with writ-
ten 90 -day notice prior to the anniversary date of this Agreement by either party with
cause if the contractual requirements are not being met.
4. Annual Fee. Kiewit shall pay an annual fee of $2500 per month over the
term of this Agreement. The fee for the first year of the Agreement shall be due and
payable on the commencement of mining activities. Mining activities are defined as
stripping of topsoil, excavating pit run material, sorting and crushing of material. There-
after, the annual fee shall be due on or before the anniversary of the Effective Date.
Annual fee shall be increased yearly by 2% after the first year.
5. Indemnity. Kiewit agrees to indemnify and hold harmless L.G. from and
against any and all claims, damages, losses, or expenses arising out of or associated with
Kiewit's use of the Property.
6. Insurance. Kiewit agrees to provide the L.G. with evidence of general liabil-
ity insurance in the amount of $2,000,000. L.G. shall be named as an additional insured.
7. Notices. All notices required or provided to be sent by either party shall be
in writing and shall be deemed to have been given upon personal delivery or upon de-
posit in the United States mail, registered or certified, return receipt requested, postage
prepaid, addressed to the party at the address set forth below:
Kiewit:
Kiewit Infrastructure Co.
Attn: Real Estate Manager
1000 Kiewit Plaza
Omaha, Nebraska 68131
L.G.:
L.G. Everist Inc
732.( � 8 'A 52c
8. Miscellaneous. Upon expiration of this Agreement, the Property shall be re-
stored by Kiewit to a condition similar to what existed prior to the commencement of this
Agreement, reasonable wear and tear excepted. This Right of Way shall run with the
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Property and will inure to the benefit of and be binding upon the parties, their succes-
sors, and assigns. L.G. agrees that this Right of Way may be recorded on the Property.
IN WITNESS WHEREOF, the parties hereto have caused their duly authorized
representatives to execute this Agreement as of the date first above written.
KIEWIT INFRASTRUCTURE CO. L.G. EVERT, INC.
By: By:
Its: Its:y- il�it
Tax ID No. - d2Z 964 f
The foregoing instrument was acknowledged before me this 15 day of ApQ.i
2021, byftlihliC WtA VP -m --.of L.G. EVERIST, INC, a corpora-
tion, on behalf of said corporation.
Notary Public
My Commission Expires: )1-- O - 'Z DtLf
STATE OF COLORADO
ss.
COUNTY OFARAPAHOE }
The foregoing instrument was acknowledged before me this day of
2021, by of KIEWIT INFRASTRUCTURE
CO. a Delaware corporation, on behalf of said corporation.
Notary Public
My Commission Expires:
STATE OF COLORADO
COUNTY OF ARAPAHOE
}
) ss.
Elisabeth Rae Marquez
NOTARY Pusuc
"F STATE OF COLORADO
NOTARY ID 20204004129
MY COMMISSION EXPIRES JANUARY so. 2024
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ITEM 17
TRAFFIC STUDY
This preliminary traffic impact analysis was prepared for the Kiewit Carr Sand and Gravel Mine (pre -
application USR number of PRE20-0050). The intent of this analysis is to assist the County in determining
the project's cumulative development impacts, appropriate project mitigation, and improvements necessary
to offset this project's impacts.
1. Describe how many roundtrips per day are expected for each vehicle type:
a. Passenger Cars/Pickups: 20 roundtrips per day
b. Tandem Trucks: 100 roundtrips per day
2. Describe the expected travel routes or haul routes for site traffic
a. The main transportation route will be north on a private drive serving the existing Niobrara
Transloading Terminal (USR 13-0065AM3) to WCR 126, thence east on WCR 126 to
Highway 85.
b. Depending on traffic, delivery location, and other factors some traffic may instead take a
secondary transportation route by going west on WCR 126 to Interstate 25.
c. Some traffic may also take the tertiary transportation route by going southeast on WCR 23
to WCR 120, thence east on WCR 120 to Highway 85.
3. Describe the travel distribution along the routes
a. Approximately 80% of traffic will take the main transportation route.
b. Approximately 18% of traffic will take the secondary transportation route.
c. A minimal amount of traffic (2%) will take the tertiary transportation route.
4. Describe the time of day that you expect the highest traffic volumes
a. The highest traffic volume is expected to occur at the beginning and ending of each shift
when employees clocking out leave the site and employees clocking in arrive. Day shift
will likely begin at 8am and end at 4pm. Afternoon shift will likely begin at 4pm and end
at midnight. Night shift will likely begin at midnight and end at 8am.
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
January 14, 2021
Mr. Stephen Ceresa
Kicwit Corporation
160 Inverness Drive West #110
Englewood, CO 80112
SUBJECT: KIEWIT CARR SAND & GRAVEL MINE PROJECT TRAFFIC IMPACT STUDY,
WELD COUNTY, CO (RICK ENGINEERING COMPANY JOB NUMBER 19315)
Dear Mr. Ceresa:
The following study has been prepared to determine any traffic -related impacts associated with the
proposed Kicwit Carr Sand & Gravel Mine Project, which consists of a dry mine pit operation on a 640 -
acre site. The project is located just cast of Weld County Road 23, approximately two miles southeast of
the community of Carr in Weld County, Colorado. Existing land uses near the project site include the LG
Evcrist aggregate mining site and the Niobrara Terminal railyard for transloading crude oil between railcars
and trucks. Exhibit 1 illustrates the regional project vicinity map.
PROJECT DESCRIPTION
The Kicwit Carr Sand & Gravel Mine Project proposes to operate a dry mine pit that will be mining an
estimated 500,000 tons of sand and gravel per year. The mine would operate 24 hours per day, seven days
per week. There arc expected to be two employee shifts over a 24 -hour period: from early morning to mid-
afternoon, and from mid -afternoon to late evening. For the purpose of this study, it is assumed that the first
shift would begin between 6:30 AM and 7:30 AM, and the second shift would begin between 3:30 PM and
4:30 PM. It is anticipated that four employees would work each shift, and that a maximum of seven
employees would Sc on -site at any one time during the employee shift change. It is also expected that up to
two additional employees would Sc on -site during non -peak hours for deliveries or maintenance. The
highest number of employee trips are expected to occur during the shift change between 3:30 PM and 4:30
PM.
As stated in the Kicwit Carr Sand & Gravel Pit Weld County USR Permit Application (October 2020)
provided by the project applicant, it is anticipated that 10 passenger cars would access the site per day and
would make a total of 20 passenger car trips per day. Approximately 50 tractor -trailer trucks would access
the site per day to haul material away from the site, for a total of 100 truck trips per day. Excavators and
loaders would operate internally within the mine.
The shipping of materials would occur on Weld County Road (WCR) 23, WCR 120, WCR 124, WCR 126,
and an existing private road intersecting WCR 126 immediately west of the bridge over Lone Tree Creek
along WCR 126. WCR 23, WCR 124 and WCR 120 are currently unpaved and would remain unpaved
with the proposed mining operation. The existing private road is paved for approximately 300 feet
extending south from WCR 126, and is unpaved from 300 feet south of WCR 126 to its southerly terminus
at WCR 124.
5600 Friars Road • San Diego, California 921 10 -secs • D619) 291-0707 • www_r ckengineoring.com
SAN DIEGO RIVERSIDE ORANGE SACRAMENTO SAN LUIS ORISPO LAS VEGAS DENVER PHOENIX TUCSON
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The project would take primary access from WCR 126 to the north of the site, and would take secondary
access from WCR 120 to the south of the site. LG Evcrist is currently operating a mining site along WCR
23 immediately south of the proposed project site. The project is currently in the process of obtaining access
casement agreements with LG Evcrist for sharing access of the existing private access road, WCR 124 and
WCR 23.
As stated in the Kiewit Carr Sand & Gravel Pit Weld County USR Permit Application (October 2020),
WCR 126 to U.S. Highway 85 would serve as the primary transportation route for the project. WCR 126
to Interstate 25 would serve as a secondary transportation route, and WCR 120 to Highway 85 would serve
as a tertiary transportation route.
Exhibit 2 illustrates the project site plan. Exhibit 3 shows the primary, secondary and tertiary transportation
routes for the project as described above.
EXISTING ROADWAY CONDITIONS
The following is a brief description of the roadways within the study area as identified in the Weld County
2045 Transportation Plan (November 9, 2020) where applicable:
WCR 126 is classified as a Collector in the Weld County 2045 Transportation Plan. It serves as a two-lane
undivided roadway with painted shoulders that runs cast -west. The posted speed limit on the roadway is
generally 55 miles per hour (mph); however, the posted speed limit is 30 mph on westbound WCR 126
approaching the existing private road that would provide access to the project site. Primary access to the
project site would be provided from WCR 126 via an existing partially paved private road that runs north -
south and intersects WCR 126 approximately 250 feet west of the bridge across Lone Tree Crcck. The
existing bridge over Lone Tree Creek has a weight capacity of approximately 65 tons. Based on information
provided by the project applicant, the top weight of the largest trucks loaded with materials would be
approximately 25 tons. Therefore, the existing bridge across Lone Tree Creek can accommodate the weight
of the trucks hauling materials from the project site onto WCR 126 cast toward U.S. Highway 85.
WCR 124 is not classified in the Weld County 2045 Transportation Plan. It serves as a two-lane undivided
dirt roadway that runs cast -west between WCR 17 and WCR 23. There is no posted speed limit and street
parking is prohibited. WCR 124 is discontinuous across the Greeley Subdivision Rail Line located
immediately cast of WCR 21. The segment of WCR 124 cast of the Greeley Subdivision Rail Line connects
to Weld County 23, which transitions to a north -south direction and provides access to the project site.
WCR 23 is not classified in the Weld County 2045 Transportation Plan. It serves as a two-lane undivided
dirt roadway that runs north -south adjacent to the project site, and at a diagonal northwest/southeast
orientation to the south of the project site. WCR 23 provides access to the project site via WCR 124 and
WCR 120. There is no posted speed limit and street parking is prohibited.
WCR 124 is a classified as a Gravel Local in the Weld County 2045 Transportation Plan. It serves as a
two-lane undivided gravel roadway that runs cast -west. There is no posted speed limit and street parking is
prohibited. Secondary access to the project site would be provided from WCR 120 via WCR 23, which
intersects WCR 120 to the south of the project site.
Kicwit Carr Sand & Gravel Mine Project TIS January 14, 2021
Page 3 of 33
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EXHIBIT 2
PROJECT SITE PLAN
KIEWIT CARR MINE PROJECT
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EXISTING TRAFFIC VOLUMES
Traffic counts including vehicle classification types and speed data were collected over a 24 -hour period
on Tuesday, December 1, 2020 on WCR 126 between the existing private access road and U.S. Highway
85. The traffic counts collected on December 1, 2020 showed an average daily traffic (ADT) volume of
268 on WCR 126, with 14% trucks during the AM peak hour and 9% trucks during the PM peak hour. The
December 1, 2020 traffic data also showed an 85th percentile speed of 54 mph on WCR 126. The December
1, 2020 traffic counts collected on WCR 126 for the project are provided in Appendix A following this
report.
Weld County had collected recent traffic counts in September 2020 on WCR 126 between WCR 21 and
U.S. Highway 85 that showed higher daily traffic volumes (447 ADT), a higher percentage of truck traffic
(50% trucks), and a higher 85th percentile spccd (67 mph) on WCR 126. Therefore, the traffic data that had
been collected by Weld County in September 2020 are used instead in the analysis for this study. However,
the Weld County traffic data doesn't include the volumes on WCR 126 during the AM and PM peak hours.
Thcrcfore, the AM and PM peak hour through traffic volumes on WCR 126 were derived by factoring up
the December 1, 2020 AM and PM peak hour counts based on the ratio of the County's September 2020
counts and the December 1, 2020 counts (447/268). Email documentation of the September 2020 traffic
counts provided by Weld County is also contained in Appendix A.
The traffic volumes entering and exiting the existing access road at the intersection with WCR 126 were
taken from the Plains Niobrara Loading Facility Traffic Study (Wilson & Company, October 31, 2013).
Specifically, these volumes include the northbound left, northbound right, eastbound right, and westbound
left turning movements. The Plains Niobrara Loading Facility Traffic Study (Wilson & Company, October
31, 2013) is also provided in Appendix A.
Due to the age of these turning movement volumes, the annual compound growth rate that was used to
calculate the Short -Term Background and Long -Term Background traffic (3.17%) was also used to estimate
the growth of these turning movement volumes from 2013 to 2020. The growth rate is recommended in the
Weld County 2045 Transportation Plan based on the location of the study area, and a more detail discussion
of the traffic forecasting methodology is provided in the Short -Term Background (2023) section of this
report.
Exhibit 4 illustrates the existing average daily traffic (ADT) volume on WCR 126 between the existing
private access road and U.S. Highway 85 and the AM/PM peak hour traffic volumes at the WCR 126 and
existing access road intersection.
Based on the information provided by the project applicant for the employee shift changes, the highest
number of project trips are expected to occur between 6:30 and 7:30 AM and between 3:30 and 4:30 PM.
Thcrcfore, the existing through traffic volumes on WCR 126 during these project peak hours are used for
the intersection operations analysis.
Kicwit Carr Sand & Gravel Mine Project TIS January 14, 2021
Page 6 of 33
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PROJECT TRIP GENERATION
The trip generation for the project was calculated based on the information provided by the project applicant
in the Kicivit Carr Sand & Gravel Pit Weld County USR Permit Application (October 2020). It is anticipated
that 10 passenger cars would access the site per day and would make a total of 20 passenger car trips per
day. Approximately 50 tractor -trailer trucks would access the site per day to haul material away from the
site, for a total of 100 truck trips per day.
Table 1 summarizes the estimated trip generation for the proposed project. As shown in Table 1, the project
is anticipated to generate a total of approximately 120 trips per day.
It is expected that 4 employee trips and 10 truck trips would occur during the AM peak hour (6:30-7:30
AM) and that 8 cmployce trips and 10 truck trips would occur during the PM peak hour (3:30-4:30 PM)
when the employee shift change is expected to occur. Table 1 also shows a total of 14 trips during the AM
peak hour (9 inbound trips, 5 outbound trips) and a total of 18 trips during the PM peak hour (9 inbound
trips, 9 outbound trips).
Based on the estimated number of passenger car and heavy truck trips as shown in Table 1, a heavy vehicle
percentage of 55% was calculated for the project trips during the AM and PM peak hours, which was
applied to the intersection operations analysis.
PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
The Kie pit Care Sand & Gravel Pit Weld County USR Permit Application provided by the proj ect applicant
anticipated that project trips would be distributed as follows:
+ WCR
126
East to U.S. Highway
85: 80%
• WCR
126
West to Interstate 25:
18%
+ WCR
120
East to U.S. Highway
85: 2%
Project trips were assigned to the study area roadways based on the distribution percentages shown above.
Exhibit 5 illustrates the trip distribution percentages, daily project trips, and project turning movement trips
during the peak hours.
Kicwit Carr Sand & Gravel Mine Project TIS January 14, 2021
Page 8 of 33
TABLE 1
PROJECT TRIP GENERATION
Kiewit Carr Sand & Gravel Mine Project TIS
January 14, 2021
Page 9 of 33
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SHORT-TERM BACKGROUND (2023) TRAFFIC VOLUMES
The Short -Term Background (2023) traffic volumes reflect three (3) years of traffic growth from 2020 to
2023, and were developed based on the subarea growth rates shown in Table 5 of the Weld County 2045
Transportation Plan. Table 5 of the Weld County 2045 Transportation Plan provides different annual
compound growth rates based on subarea and roadway type. The project site and study area are located
within Subarea 8 of the Weld County FOCUS Model, and WCR 126 is classified as a Paved Collector
roadway. Therefore, the annual compound growth rate of 3.17% for a Paved Collector within Subarea 8
was used to calculate the growth in both daily and AM/PM peak hour traffic from 2020 to 2023, as well as
from 2020 to 2040. Table 5 of the Weld County 2045 Transportation Plan is provided in Appendix B
following this report.
The Short -Term Background (2023) traffic volumes also include future traffic that would be generated by
the existing LG Evcrist mining facility. LG Everist has indicated that their mining facility is currently non-
operational, but the Short -Term Background (2023) analysis assumes the LG Everist mining facility would
be generating traffic.
The Plains Niobrara Loading Facility Traffic Study (Wilson & Company, October 31, 2013) also includes
the estimated trip generation of the LG Everist mining operation. The study shows that the LG Everist
mining project would generate 120 daily trips (100 truck trips and 20 passenger car trips), of which 26 trips
would occur during the AM and PM peak hours. According to the Synchro intersection analysis worksheets
in the traffic study, 18 trips would enter the site and 8 trips would exit the site during the AM peak hour.
During the PM peak hour, 8 trips would enter the site and 18 trips would exit the site.
The Synchro intersection analysis worksheets for the LG Evcrist mining prof cct also show an cstimatcd trip
distribution of 62% on WCR 126 cast of the existing access road, and an estimated trip distribution of 38%
on WCR 126 west of the existing access road.
The LG Everist
mining project
trips were added to the existing traffic volumes that
were grown using the
growth rate as
discussed above
to derive
the Short -Term Background (2023) traffic
volumes.
Exhibit 6 shows the Short -Term Background (2023) traffic volumes that wcrc derived as described above.
SHORT-TERM TOTAL (2023) TRAFFIC VOLUMES
The Short -Term Total (2023) traffic volumes were calculated by adding trips generated by the proposed
project to the Short -Term Background (2023) traffic volumes. Exhibit 7 illustrates the Short -Term Total
(2023) traffic volumes.
Kicwit Carr Sand & Gravel Mine Project TIS January 14, 2021
Page 11 of 33
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LONG-TERM BACKGROUND (2040) TRAFFIC VOLUMES
The Long -Term Background (2040) traffic volumes reflect 20 years of traffic growth from 2020 to 2040,
and as previously described, both Short -Term Background (2023) and Long -Term Background (2040)
traffic volumes were derived using the annual compound growth rate of 3.17% as provided in Table 5 of
the Weld County 2045 Transportation Plan.
The Long
-Term
Background
(2040) traffic volumes also include the LG
Everist project trips as previously
described
in the
discussion on the Short -Term Background (2023) traffic
volumes.
Exhibit 8 illustrates the Long -Term Background (2040) traffic volumes.
LONG-TERM TOTAL (2023) TRAFFIC VOLUMES
The Long -Term Total (2040) traffic volumes were calculated by adding trips generated by the proposed
project to the Long -Term Background (2040) traffic volumes. Exhibit 9 illustrates the Long -Term Total
(2040) traffic volumes.
Kicwit Carr Sand & Gravel Mine Project TIS January 14, 2021
Page 14 of 33
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ROADWAY SEGMENT ANALYSIS
A roadway segment analysis was performed for the study segment of WCR 126 between the Primary Project
Access Road and U.S. Highway 85 based on the daily volume -to -capacity (V/C) methodology as described
in the Weld County 2045 Transportation Plan. Other roadways in the study area were not analyzed because
they are either unclassified in the Weld County 2045 Transportation Plan or there is no daily capacity
threshold associated with the roadway.
The daily capacity of the study segment of WCR 126, which is classified as a two-lane Paved Collector, is
estimated to be 7,000 vehicles per day according to the daily traffic volume threshold provided for a
Collector road on Page 86 of the Weld County 2045 Transportation Plan.
Level of
service (LOS) was determined based on the V/C
ratio
of the study
roadway segment. Below arc
the LOS
thresholds based on V/C ratio as described in the
Weld
County
2045 Transportation Plan.:
• LOS
A:
V/C
Ratio
<0.6
• LOS
B:
V/C
Ratio
0.6 —
0.7
• LOS
C:
V/C
Ratio
0.7
0.8
• LOS
D:
V/C
Ratio
0.8 —
0.9
• LOS
E:
V/C
Ratio
0.9 —
1.0
• LOS
F:
V/C
Ratio
>1.0
As stated
in
the Weld County 2045
Transportation Plan, Weld County strives to attain LOS C or better on
roadways
in
rural areas such as the
study area in which the project site is located.
Table 2 summarizes the results of the roadway segment analysis based on the methodology and thresholds
as described above. As shown, the study segment of WCR 126 currently operates at LOS A based on the
existing daily traffic volume and estimated daily capacity for a Collector roadway.
Table 2 also shows that the study segment of WCR 126 is forecast to continue operating at LOS A under
the Short -Term Background (2023) and Long -Term Background (2040) scenarios, and would continue to
operate at LOS A under the Short -Term Total (2023) and Long -Term Total (2040) scenarios.
Kicwit Carr Sand & Gravel Mine Project TIS January 14, 2021
Page 17 of 33
TABLE 2
ROADWAY SEGMENT OPERATIONS
�•71IWiXtIXtkIMiI
Existing (2020) Conditions
i
WCR
126,
from
Project
Access
to
U.S.
Highway
85
2 -Lane Collector
7,000
447
0.064
A
Short -Term Background (2023) Conditions
WCR
126,
from
Project
Access
to
U.S.
Highway
85
2 -Lane Collector
7,000
565
0.081
A
Short -Term Total (2023) Conditions
WCR
126,
from
Project
Access
to
U.S.
Highway
85
2 -Lane Collector
7,000
661
0.094
A
Long -Term Background (2040) Conditions
WCR
126,
from
Project
Access
to
U.S.
Highway
85
2 -Lane Collector
7,000
909
0.130
A
Long -Term Total (2040) Conditions
WCR
126,
from
Project
Access
to
U.S.
Highway
85
2 -Lane Collector
7,000
1,005
0.144
A
FOOTNOTES:
a. Roadway volume capacity and classification based on Weld County 2045 Transportation Plan (November 9, 2020)
b. Volume to Capacity ratio.
c. Level of Service.
Kicwit Carr Sand & Gravel Mine Project T1S January 14, 2021
Page 18 of 33
INTERSECTION OPERATIONS ANALYSIS
The intersection of WCR 126 and the Primary Proj ect Access Road (the existing unpaved private road west
of Lone Tree Creek Bridge) was evaluated during the AM and PM peak hours (6:30-7:30 AM and 3:30-
4:30 PM) under the Short -Term Total (2023) and Long -Term Total (2040) scenarios.
Intersection operations were analyzed with Synchro 10 software (Trafficware) utilizing the methodologies
outlined in the Highway Capacity Manual 6r" Edition (HCM 6). Synchro reports delays, which correspond
to a particular LOS, to describe the overall operation of an intersection. Below are the LOS thresholds
based on delay at unsignalized intersections, which are also described in the Weld County 2045
Transportation Plan:
• LOS
A:
<10
seconds
• LOS
B:
X10
seconds and <15 seconds
• LOS
C:
>15
seconds and <25 seconds
• LOS
D:
>25
seconds and <35 seconds
• LOS
E:
>35
seconds and <50 seconds
• LOS
F:
>50
seconds
As stated
in
the Weld County 2045
Transportation Plan, Weld County strives to attain LOS C or better on
roadways
in
rural areas such as the
study area in which the project site is located.
The WCR 126 and Primary Project Access Road intersection is one-way stop controlled on the minor -street
approach (Primary Project Access Road). WCR 126 is uncontrolled through the intersection and traffic is
free -flowing. One traffic lane is provided all intersection approaches. Exhibit 10 illustrates the intersection
lane and stop control configuration at the WCR 126 and Primary Project Access Road intersection.
The results of the intersection operations analysis for the WCR 126 and Primary Project Access Road
intersection are provided in Table 3. Appendix C contains the HCM intersection analysis worksheets for
all analysis scenarios.
As shown in Table 3, the worst -movement delay (northbound left -turn) is 9.5 seconds at LOS A during the
AM peak hour under the Short -Term Total (2023) scenario. Table 3 also shows that under the Long -Term
Total (2040) scenario, the worst -movement delay (northbound left -turn) is 9.8 seconds at LOS A during
the AM peak hour.
Kicwit Carr Sand & Gravel Mine Project TIS
January 14, 2021
Page 19 of 33
In
0
d
N
a
-l-
u,
a
L
a
v
0
N
m
-I-
'C
w
0
L
L
C
C
C
L
L
L
O
U
-I-
N,
O
O
O
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U
U
j N
ON
m
O
L N
d O
/ N
Y
— Z
q
Er
U O
I:NCiY ,:l;l,I\G LuNd1,'y\a
TABLE 3
INTERSECTION OPERATIONS SUMMARY
Footnotes:
Results calculated utilizing the methodologies described in Chapter 20 in the 6th edition of the HCM
1) Delay is measured in seconds per vehicle.
2) Level of Service
(OWSC) = One -Way Stop Controlled
NB = Northbound, WB = Westbound, etc.
L = Left -turn movement, Through -Right lane movement group, LT = Left -Through movement group
Kicwit Carr Sand & Gravel Mine Project T1S January 14, 2021
Page 21 of 33
INTERSECTION QUEUING ANALYSIS
A queuing analysis was performed for the WCR 126 and Primary Project Access Road intersection during
the AM and PM peak hours under the Short -Term Total (2023) and Long -Term Total (2040) scenarios. The
purpose of the queuing analysis was to determine if the forecast queue lengths during the peak hours would
require the need for dedicated left -turn or right -turn lanes at any of the intersection approaches.
The SimTraffic application within the Synchro software program was used to conduct the queuing analysis
for the WCR 126 and Primary Project Access Road intersection. The queuing analysis results are based on
the 95th percentile queue lengths in feet for each approach or turning movement.
The results of the queuing analysis are shown in Table 4. The SimTraffic queuing worksheets are provided
in Appendix D.
As shown in Table 4, the following 95th percentile queue lengths were reported at the WCR 126 and Primary
Project Access Road intersection under the Short -Term Total (2023) scenario:
AM Peak Hour
• Northbound Approach (Left -Right): 66'
• Westbound Approach (Left -Through): 8'
PM Peak Hour
• Northbound Approach (Left -Right): 73'
Under the Long -Term Total (2040) scenario, the following 95th percentile queue lengths were reported at
the WCR 126 and Primary Project Access Road intersection:
AM Pcak Hour
• Northbound Approach (Left -Right): 76'
PM Peak Hour
• Northbound Approach (Left -Right): 75'
Kicwit Carr Sand & Gravel Mine Project TIS January 14, 2021
Page 22 of 33
TABLE 4
INTERSECTION QUEUING ANALYSIS SUMMARY
1
(OWSC) NB-LR
66'
73'
76'
WCR 1261
Uncontrolled EB-TR
0
0
0 0
Primary Project Access Road
Uncontrolled WB-LT
8'
0
0 0
Footnotes:
1) Existing lanes are shared movements and are currently not limited to a storage distance less than 1,000 ft.
2) Queue is equal to the 95th percentile queue length, in feet, based on SimTraffic results.
(OWSC) = One -Way Stop Controlled
NB = Northbound, WB = Westbound, etc.
LR = Left -Right movement group, TR = Through -Right lane movement group, LT = Left -Through movement group
Kicwit Carr Sand & Gravel Mine Project TIS January 14, 2021
Page 23 of 33
SIGHT DISTANCE ASSESSMENT
Intersection Corner Sight Distance
Intersection corner sight distance was evaluated from the northbound approach of the WCR 126 and
Primary Project Access Road intersection to determine if the available line of sight meets or exceeds the
minimum intersection corner sight distance required based on the posted speed limit per Table 6-8
(Intersection Sight Distance) of the Weld County Engineering and Construction Guidelines (July 2017).
The minimum intersection corner sight distance required at the WCR 126 and Primary Project Access Road
intersection was determined based on the posted speed limit of 55 mph on eastbound WCR 126. Although
there is a posted 30 mph speed limit sign on westbound WCR 126 approaching the Primary Project Access
Road intersection, 55 mph is also used for the westbound direction to provide a conservative analysis.
According to Table
6-8
of the
Weld County Engineering and Construction
Guidelines,
the minimum
intersection corner sight
distance
required based on the posted speed limit of 55
mph is 725
feet.
Intersection corner sight distance looking in both directions of travel on WCR 126 was measured from the
northbound approach of the WCR 126 and Primary Project Access Road intersection. The measurements
revealed that the available sight distance looking west toward eastbound vehicles on WCR 126 is
approximately 1,000 feet, and the available sight distance looking cast toward westbound vehicles on WCR
126 is approximately 1,800 feet.
The available line of sight is clear and unobstructed looking in both directions of travel on WCR 126 from
the northbound approach of the intersection. The terrain is flat looking in both directions, and there are no
vertical curves, trees, signs, or other objects obstructing line of sight. There is a slight horizontal curve
along WCR 126 to the west of the Primary Project Access Road intersection but line of sight looking west
is not obstructed by the curvature of the road.
Exhibit 11 illustrates the available sight distance and minimum required intersection corner sight distance
for vehicles on WCR 126 approaching the Primary Project Access Road from each direction of travel, as
described above.
To ensure that a clear line of sight is provided for drivers exiting the intersection, it is recommended that
the project applicant avoid installing any signage or other objects exceeding 36 inches in height within the
areas of the sight triangles that are located in the public right-of-way on the northwest and northeast corners
of the WCR 126 and Primary Project Access Road intersection, as shown in Exhibit 11.
Kiewit Carr Sand & Gravel Mine Project TIP January 14, 2021
Page 24 of 33
5' DISTANCE FROM 1800' AVAILABLE
EDGE OF TRAVEL WAY SIGHT DISTANCE
-- - -
725' REQUIREDI
SIGHT DISTANCE. 4 1000' AVAILABLES ..
SIGHT DISTANCE CORNER SIGHT DISTANCE (CSD)
A WELD COUNTY ENGINEERING
` '1� CONSTRUCTION GUIDELINES 2017
f" TABLE 6-8
r/ (MPH SPEED) CSD �
(FEET) •
725' REQUIRED 20 200
SIGHT DISTANCE r 25 275
O 30 350•
15' DISTANCE FROM 35 425
EDGE OF TRAVEL WAY
• 40 500
�► 45 575
50 650
55 725
' rn -
(n 320' 160' 0 320
U)
GRAPHIC SCALE 1"z 320'
EXHIBIT 11
INTERSECTION CORNER SIGHT DISTANCE REQUIREMENTS
ENGINEERING COMPANY
KIEWIT CARR MINE PROJECT
\RICKVPro ectsVC19000A19315—KlewltCarrMlning\TrcffICAExhlbltsV1931E
:ARICKVPro ects\C19000A19315—KlewltCarrMinincATrcfficAExhlblts\SD Cc
■- -INTERSECTION SIGHT TRIANGLE
LEGEND S -PASSENGER VEHICLE
-AVAILABLE SIGHT DISTANCE
-REQUIRED SIGHT DISTANCE
Stopping Sight Distance
Stopping sight distance was evaluated for drivers on WCR 126 approaching the Primary Project Access
Road from both the eastbound and westbound directions of travel, based on the minimum stopping sight
distance standards per Table 6-5 (Stopping Sight Distances) of the Weld County Engineering and
Construction Guidelines (July 2017). It was determined that the road grade on WCR 126 is less than 3%
approaching the Primary Project Access Road from either direction of travel; therefore, Table 6-6 (Stopping
Sight Distance at Grade) was not used in this assessment.
The minimum stopping sight distance required for drivers on WCR 126 to brake to a complete stop was
determined based on the 85`" percentile speed on WCR 126. The traffic data provided by the County for
WCR 126 between WCR 21 and U.S. Highway 85 showed that the 85th percentile speed is 67 mph.
Table 6-5 of the Weld County Engineering and Construction Guidelines only provides the minimum
stopping sight distance requirements based on design speeds in increments of 10 mph. Therefore, the
minimum stopping sight distance required was estimated based on interpolation between 60 mph (570 feet)
and 70 mph (730 feet). According to Table 6-5 of the Weld County Engineering and Construction
Guidelines, the minimum stopping sight distance required for a design speed of 67 mph was estimated to
be 682 feet.
Stopping sight distance for drivers in both directions
where westbound vehicles would make a left turn
Access Road. The measurements revealed that the a,
126 approaching the Primary Project Access Road
distance for westbound vehicles on WCR 126
approximately 1,900 feet.
of travel on WCR 126 was measured from the location
maneuver from WCR 126 onto the Primary Project
railable sight distance for eastbound vehicles on WCR
is approximately 1,300 feet, and the available sight
approaching the Primary Project Access Road is
The available line of sight is clear and unobstructed for drivers approaching the Primary Project Access
Road from both directions of travel on WCR 126. The road grade and surrounding terrain is relatively flat
approaching the Primary Project Access Road in both directions, and there are no vertical curves, trees,
signs, or other objects obstructing line of sight. There is a slight horizontal curve along WCR 126 to the
west of the Primary Project Access Road, but driver line of sight approaching from the west is not obstructed
by the curvature of the road.
Exhibit 12 illustrates the available sight distance and minimum required stopping sight distance for vehicles
on WCR 126 approaching the Primary Project Access Road from each direction of travel, as described
above.
Kiewit Carr Sand & Gravel Mine Project TIS January 14, 2021
Page 26 of 33
f _
1900` AVAILABLE
SIGHT DISTANCE
682` REQUIRED
SIGHT DISTANCE
. P�X26
0 RO
1300AVAILABLE CO C'
SIGHT DISTANCE _; VV�
i
.'C) STOPPING SIGHT DISTANCE (SSD)
SA
WELD COUNTY ENGINEERING
.�! CONSTRUCTION GUIDELINES 2017
p� TABLE 6-5
682' REQUIRED
SIGHT DISTANCE WESTBOUND VEHICLE / SPEED SSD.
TURNING LEFT ONO (MPH) ( FEET)
PROJECT ACCESS ROADWAY O 25 155
30 200
40 305
Ay
- t 50 425
60 570
67 N.
70 730
rn
(n 320' 160' 0 320
Cl)
GRAPHIC SCALE 1"z 320`
EXHIBIT 12
STOPPING SIGHT DISTANCE REQUIREMENTS
ENGINEERING COMPANY
KIEWIT CARR MINE PROJECT
\RICKVPro ectsVC19000A19315_KlewltCarrMlning\TrcffICAExhlbltsV1931E
:ARICKVPro ects\C19000A19315_KlewltCarrMinincATrcfficAExhlbltsVPDFsy
-DIRECTION OF TRAVEL
LEGEND M =PASSENGER VEHICLE
=AVAILABLE SIGHT DISTANCE
=REQUIRED SIGHT DISTANCE
AUXILIARY TURN LANE ASSESSMENT
The need for auxiliary turn lanes for acceleration or deceleration was evaluated per the requirements in the
Weld County Engineering and Construction Guidelines (July 2017). Weld County's criteria for auxiliary
turn lanes are as follows:
• Left -turn deceleration lane: >10 vehicles per hour (vph)
• Right -turn deceleration lane: >25 vph
• Right -turn acceleration lane: X50 vph, with single lane in direction of right turn
• Left -turn acceleration lane: Only required if it would benefit the safety and operation of the
roadway
The Existing (2020), Short -Term Background (2023), Short -Term Total (2023), Long -Term Background
(2040) and Long -Term Total (2040) turning movement volumes at the WCR 126 and Primary Project
Access Road intersection were compared against the County's auxiliary lane criteria listed above to
determine if any auxiliary turn lanes would be required.
Table S summarizes the turning movement volumes at the WCR 126 and Primary Project Access Road
intersection and if any turning movement requires auxiliary lanes based on the County's criteria.
As shown in the table, no auxiliary lanes are required under existing conditions, but a westbound left -turn
lane would be required under the Short -Term Background (2023) scenario as the westbound left -turn
volume is forecast to exceed 10 vph during the AM peak hour. A westbound left -turn lane wouldbc required
under the Short-Tcrm Total (2023) scenario based on the westbound left -turn volume cxcccding 10 vph
during both the AM and PM peak hours. A westbound lcft-turn lane wouldbc required under both the Long -
Term Background (2040) and Long -Term Total (2040) scenarios based on the westbound left -turn volume
cxcccding 10 vph during both the AM and PM peak hours.
Table 5 also shows that neither a right -turn deceleration lane nor a right -turn acceleration lane would be
required under any of the analysis scenarios as the forecast volumes for these movements are not expected
to exceed the County's criteria to require these lanes.
Table 6 summarizes the County's requirements per Tables 6-10 and 6-11 of the Weld County Engineering
and Construction Guidelines (July 2017) for left -turn dcccicration, storage and taper lengths, and the
recommended dimensions for the required westbound left -turn lane at the WCR 126 and Primary Project
Access Road intersection.
As shown, the recommended total deceleration length based on the posted speed limit of 30 mph on
westbound WCR 126 is 250 feet. A minimum storage length of 25 feet is rcquircd based on the left -turn
volume being under 30 vph. A minimum redirect/straight taper length of 180 feet is rcquircd based on the
30 mph speed limit and corresponding ratio (15:1) shown in Table 6-10 of the Weld County Engineering
and Construction Guidelines (July 2017).
Kicwit Carr Sand & Gravel Mine Project 115 January 14, 2021
Page 28 of 33
TABLE 5
AUXILIARY TURN LANE ASSESSMENT
S i
5 • I
I 1 1
•Existing
Conditions (2020)
NB Left
4
4
N/A
N/A
N/A
Weld County Road 126 /
NB Right
5
5
>50 vph
No
No
Primary Project Access Road
EB Right
4
4
>25 vph
No
No
WB Left
5
5
>10 vph
No
No
Short -Term Background Conditions (2023)
NB Left
7
11
N/A
N/A
N/A
Weld County Road 126 /
NB Right
10
16
>50 vph
No
No
Primary Project Access Road
EB Right
11
7
>25 vph
No
No
WB Left
16
10
>10 vph
Yes
No
Short -Term Total Conditions (2023)
NB Left
8
13
N/A
N/A
N/A
Weld County Road 126 /
NB Right
14
23
>50 vph
No
No
Primary Project Access Road
EB Right
13
9
>25 vph
No
No
WB Left
23
17
>10 vph
Yes
Yes
Long -Term Background Conditions (2040)
NB Left
10
14
N/A
N/A
N/A
Weld County Road 126 /
NB Right
14
20
>50 vph
No
No
Primary Project Access Road
EB Right
14
10
>25 vph
No
No
WB Left
20
14
>10 vph
Yes
Yes
Long -Term Total Conditions (2040)
NB Left
11
16
N/A
N/A
N/A
Weld County Road 126 /
NB Right
18
27
>50 vph
No
No
Primary Project Access Road
EB Right
16
12
>25 vph
No
No
WB Left
27
21
>10 vph
Yes
Yes
Footnotes:
NB = Northbound, EB = Eastbound, Wk = Westbound
N/A = Not Applicable
Kiewit Carr Sand & Gravel Mine Project TIS January 14, 2021
Page 29 of 33
TABLE 6
REQUIRED AND RECOMMENDED LEFT TURN LANE DIMENSIONS
Footnotes:
a Required deceleration length based on 30 mph speed per Table 6-10 of the Weld County Engineering and Construction Guidelines (July 2017).
'' Table 6-11 of the Weld County Engineering and Construction Guidelines (July 2017) show a minimum required storage length of 25 feet where left -turn volumes
are less than 30 vph.
e Required redirect/straight taper length based on 30 mph speed and corresponding ratio (assuming lane width of 12 feet) per Table 6-10 per the Weld County
Engineering and Construction Guidelines (July 2017).
r Recommended deceleration length is based on the maximum distance available for deceleration due to the limited distance between the intersection and existing
bridge over Lone Tree Creek.
e Because the majority of left -turning traffic are heavy trucks, a minimum storage length of 65 feet is recommended to accommodate the maximum length of tractor -
trailer trucks per FHWA requirements.
I Recommended taper length is the recommended total deceleration length minus storage length, based on the physical constraints to provide the total required
deceleration length.
Kiewit Carr Sand & Gravel Mine Project TJS January 14, 2021
Page 30 of 33
However, due to the existing bridge over Lone Tree Creek located approximately 250 feet cast of the
intersection, and the larger turning radius that is needed for large tractor -trailer trucks to make a left -turn
maneuver, the maximum total deceleration length that is available is approximately 200 feet. Due to the
physical constraints on distance between the bridge and the intersection, a total deceleration length of 200
feet is recommended for the required westbound left -turn lane.
Because the majority of westbound left -turning traffic would be heavy trucks, a minimum storage length
of 65 feet is recommended to accommodate the maximum length of tractor -trailer trucks that are allowed
by the Federal Highway Administration (FHWA). Due to the physical constraints on distance between the
intersection and the existing bridge, a taper length of approximately 135 feet is recommended for the
required westbound left -turn lane.
The required westbound left -turn lane at the WCR 126 and Primary Project Access Road intersection is not
due to a proj ect-specific impact, and would first be triggered by future background traffic under the Short -
Term Background (2023) scenario. Therefore, it is recommended that the project applicant coordinate with
LG Everist to share the cost of constructing the westbound left -turn lane at the WCR 126 and Primary
Project Access Road intersection.
CONCLUSIONS AND RECOMMENDATIONS
Based on the information provided by the project applicant in the Kiewit Cara Sand & Gravel Pit Weld
County USR Permit Application (October 2020), the proposed project is estimated to generate 120 trips per
day, with 14 trips occurring during the AM peak hour and 18 trips occurring during the PM peak hour.
The results of the roadway segment analysis for Weld County 126 between the Primary Project Access
Road and U.S. Highway 85 showed that the segment is forecast to operate at LOS A under the Short -Term
Total (2023) and Long -Term Total (2040) scenarios. The analysis results showed that the WCR 126 study
segment would meet Weld County's criteria of LOS C or better with the addition of traffic generated by
the proposed proj act.
The results of the intersection operations analysis for the WCR 126 and Primary Project Access Road
intersection showed that the worst -movement delay (northbound left -turn) is 9.5 seconds at LOS A during
the AM peak hour under the Short -Term Total (2023) scenario. The results also show that under the Long -
Term Total (2040) scenario, the worst -movement delay (northbound left -turn) is 9.8 seconds at LOS A
during the AM peak hour.
The intersection operations analysis results showed that the WCR 126 and Primary Project Access Road
intersection would meet Weld County's criteria of LOS C or better with the addition of traffic generated by
the proposed project.
The queuing analysis results for the WCR 126 and Primary Project Access Road intersection showed that
95" percentile queue lengths on the stop -controlled northbound approach would range from 66 feet to 76
feet during the peak hours under the Short -Term Total (2023) and Long -Term Total (2040) scenarios. The
queuing analysis results also showed that vehicular queuing would occur on the uncontrolled westbound
approach during the AM peak hour under the Short -Term Total (2023) scenario, with a 95th perccntilc queue
length of 8 feet.
Kiewit Carr Sand & Gravel Mine Project Ltd January 14, 2021
Page 31 of 33
The 95th percentile queue lengths reflect approximately 1-2 trucks on the northbound approach of the WCR
126 and Primary Project Access Road intcrscction. Based on the queuing analysis results, the existing lane
configuration and stop control at the WCR 126 and Primary Project Access Road intersection can
accommodate the forecast 95th percentile queues through the Long -Term Total (2040) scenario.
The intersection operations and queuing analysis results showed that the existing stop control at the WCR
126 and Primary Project Access Road intersection can accommodate the future traffic volumes through the
Long -Term Total (2040) scenario. Thcrcfore, a traffic signal was not considered and no signal warrant
analysis was conducted for this study.
The results of the sight distance assessment showed that adcquatc intcrscction corner sight distance is
available for drivers making a left -turn maneuver from the stop -controlled Primary Project Access Road
onto westbound WCR 126. The results of the sight distance assessment also revealed that adequate stopping
sight distance is currently provided for drivers approaching the Primary Project Access Road from each
direction of travel on WCR 126.
To ensure that a clear line of sight is provided for drivers exiting the intcrscction, it is recommended that
the project applicant avoid installing any signage or other objects exceeding 36 inches in height within the
areas of the sight triangles that are located in the public right-of-way on the northwest and northeast corners
of the WCR 126 and existing private access road intersection.
The results of the auxiliary turn lane assessment showed that the need for a westbound left -turn lane is
triggered under the Short -Term Background (2023) scenario based on the westbound left -turn volume
during the AM peak hour, and a westbound left -lane is required under the Short -Term Total (2023) scenario
based on the westbound left -turn volume during both the AM and PM peak hours.
The minimum rcquircd deceleration length (250 feet) for the westbound left -turn lane, based on the posted
speed limit of 30 mph, is not feasible due to the existing bridge over Lone Tree Creek located 250 feet cast
of the intcrscction and the larger turning radius that is needed for large tractor -trailer trucks to make a lcft-
turn maneuver at the intersection. Duc to the physical constraints on distance bctwccn the bridge and the
intersection, the maximum total deceleration length that is available is approximately 200 feet. Therefore,
a total dcccicration length of 200 feet is rccommcndcd for the required westbound left -turn lane.
Because the majority of westbound left -turning traffic would be heavy trucks, a minimum storage length
of 65 feet is rccommcndcd to accommodate the maximum length of tractor -trailer trucks that are allowed
by the Federal Highway Administration (FHWA). Due to the physical constraints on distance bctwccn the
intersection and the existing bridge, a taper length of approximately 135 feet is recommended for the
required westbound left -turn lane.
The required westbound left -turn lane at the WCR 126 and Primary Project Access Road intersection is not
due to a proj cct-specific impact, and would first be triggered by future background traffic under the Short -
Term Background (2023) scenario. Thcrcforc, it is rccommcndcd that the project applicant coordinate with
LG Everist to share the cost of constructing the westbound left -turn lane at the WCR 126 and Primary
Project Access Road intersection.
Kicwit Carr Sand & Gravel Mine Project TIS January 14, 2021
Page 32 of 33
If you have any questions regarding the results of this analysis, please contact me or David Mizell directly
at (619) 291-0707.
Sincerely,
RICK ENGINEERING COMPANY
1:Th t___-__
Brian R. Stephenson, P.E., P.T.O.E.
R.C.E.#48708
Associate Principal
41¼O0 L1
48708
Kicwit Carr Sand & Gravel Mine Project 115 January 14, 2021
Page 33 of 33
NEW/HISTORICAL TRAFFIC COUNTS
WELD COUNTY 126
(DECEMBER 1, 2020 COUNT)
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 2
5
Staticn ID: 2
6
Location 1: WCR 120 W.Q. US 85 Eastbound
7
Location 2:
8
9
Data
Time
Bikes
Cars &
Trailers
241e
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 AM
Double
5 Axle
Double
LoAM
Double
<6 AM
0MM
6 Axle
Mutt;
'6 Ael
Multi
TOTAL
10
12/112020
12:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
12/1/2020
12:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12
12!1/2020
12:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13
12/112020
12:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
14
12/112020
01:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
126112020
0115 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
121112020
01:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
17
12/1/2020
01:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
18
121112020
02:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
121112020
02:15AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
20
12/1/2020
02:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
121112020
02:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22
12/1}2020
03:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23
121112020
03:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
24
12/112020
03:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
25
1211/2020
0345 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
12/2(2020
04:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
28
121112020
04:30 AM
0
1
0
0
1
0
0
0
0
0
0
0
0
2
29
1211/2020
04:45 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
30
121112020
05:00 AM
0
0
0
0
1
0
0
0
0
0
0
0
0
1
31
12!112020
05:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
12/1/2020
05:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
33
12/112020
05:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
34
12/112020
06:00 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
35
12/112220
06:15 AM
0
1
0
0
1
0
0
0
0
0
0
0
0
2
36
121112020
06:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
37
1211/2020
06:45 AM
0
3
0
0
1
0
0
0
0
0
0
0
0
4
36
12/112020
07:00 AM
0
1
1
0
0
0
0
0
0
0
0
0
0
2
39
121112020
07:15 AM
0
3
0
0
1
0
0
0
0
0
0
0
0
4
40
12/112020
07:30 AM
0
4
0
0
0
0
0
0
0
1
0
0
0
5
41
123112020
07:45 AM
0
1
1
0
0
0
0
0
0
0
0
0
0
2
42
12/1/2020
08:00 AM
0
5
0
0
0
0
0
0
1
0
0
0
0
6
43
12/1/2020
08:15 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
44
12/112020
08:30 AM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
45
12/1/2020
08:45 AM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
46
12/1!2020
09:00 AM
0
3
1
0
0
0
0
0
0
0
0
0
0
4
47
121112020
09:15 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
48
12/112020
09:30 AM
0
4
0
0
0
0
0
0
0
0
0
0
0
4
49
1211/2020
09:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0410/2/2222
10:00 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
51
121112020
10:15 AM
0
2
1
0
0
0
0
0
0
0
0
0
0
3
52
121112020
10:30 AM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
53
121112020
10:45 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
54
1211/2020
11:00 AM
0
3
2
0
0
0
0
0
0
0
0
0
0
5
55
12/1/2020
11:15 AM
0
0
0
0
0
0
0
0
0
1
0
0
0
1
56
12/112020
11:30 AM
0
4
1
0
0
0
0
0
0
0
0
0
0
5
57
1211/2020
11:45 AM
0
5
0
0
0
0
0
0
0
0
0
0
0
5
58
1211/2020
12:00 PM
0
3
1
0
0
0
0
0
0
0
0
0
0
4
59
1211/2020
12:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
60
123112020
12:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
61
121112020
12:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
62
12/112020
01:00 PM
0
2
0
0
0
1
0
0
0
0
0
0
0
3
63
121112020
01:15 PM
0
1
2
0
0
0
0
0
0
0
0
0
0
3
64
12111020
01:30 PM
0
1
0
0
0
0
0
0
0
1
0
0
0
2
65
12/1/2020
01:45 PM
0
1
2
0
0
0
0
0
0
0
0
0
0
3
66
12/112020
02:00 PM
0
1
1
0
1
0
0
0
0
0
0
0
0
3
67
12/1/2020
02:15 PM
0
0
0
0
1
0
0
0
0
0
0
0
0
1
68
1211/2020
02:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
69
121112020
02:45 PM
0
5
0
0
1
0
0
0
0
0
0
0
0
6
70
12/112020
03:00 PM.
0
5
0
0
1
0
0
0
0
0
0
0
0
6
71
12/112022
03:15 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
72
12//2020
03:30 PM.
0
1
0
0
1
0
0
0
0
0
0
0
0
2
73
12/112020
03:45 PM
0
4
0
0
0
0
0
0
1
0
0
0
0
5
74
121112020
04:00 PM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
75
12/112020
04:15 PM
0
2
1
2
0
0
0
0
0
0
0
0
0
3
76
12/1/2020
04:30 PM
0
0
0
0
0
0
0
0
0
1
0
0
0
1
77
12/1/2020
04:45 PM
2
1
2
2
1
0
0
0
0
0
0
0
0
2
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 2
5
Station ID: 2
6
Location 1: WCR 126 W.Q. US 85 Eastbound
7
Location 2:
a
9
Date
Time
Bikes
Cars &
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Singte
4 Axle
Single
<5 Aid
Double
5 Aide
Double
>6 Axi
Double
<6 Aid
MLIN
6 Axle
Multi
e0Ant
Mutti
TOTAL
78
12/1/2020
05:00 PM
0
1
0
0
0
1
0
0
0
0
0
0
0
2
79
12/112020
05:15 PM
0
2
0
0
0
1
0
0
0
0
0
0
0
3
80
121112020
05:30 PM
0
1
0
0
0
1
0
0
0
0
0
0
0
2
81
121112020
05:45 PM
0
2
0
0
0
0
0
0
0
1
0
0
0
3
82
12/112020
05:00 PM
0
1
0
0
1
0
0
0
0
0
0
0
0
2
83
12/112020
06:15 PM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
84
12/112020
05:30 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
85
121112020
06:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
86
12/1/2020
07:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
87
121112020
07:15 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
88
12/112020
07:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
89
12/1/2020
07:45 PM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
90
12/112020
08:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
91
12/112020
08:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
92
12/112020
08:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
93
12/112020
08:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
94
121112020
09:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
95
121112020
09:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
10/0/2020
09:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
97
1211!2020
09:45 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
g8
1211/2020
10:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
99
121112020
10:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100
121112020
10:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101
121112020
10:45 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
102
121112020
11:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
103
1211/2020
11:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
104
121112020
11:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10512Ml0000
11:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
106
0
111
15
0
12
4
0
0
2
5
0
0
0
149
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 2
5
Staticn ID: 2
6
Location 1: WCR 120 W.Q. US 65 Westbound
7
Location 2:
6
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Aid
Double
5 Axle
Double
>8KM
Double
<6 Aid
Mu0i
6 Axle
Mutt;
>6 Atd
Multi
TOTAL
10
12/112020
12:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
12/1/2020
12:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12
12!1/2020
12:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13
12/112020
12:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
14
12/112020
01:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
126112020
01:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
121112020
01:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
17
12/1/2020
01:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
121112020
02:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
121112020
02:15AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
12/1/2020
02:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
121112020
02:45 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
22
12/1}2020
03:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23
121112020
03:15 AM
0
0
0
0
0
0
0
0
1
0
0
0
0
1
24
12/112020
03:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
25
1211/2020
03:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
12/2(2020
04:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
29
1211/2020
04:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
30
121112020
05:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
31
12!112020
05:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
12/1/2020
05:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
33
12/112020
05:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
34
12/112020
06:00 AM
0
2
1
0
0
0
0
0
0
0
0
0
0
3
35
12/1/2020
06:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
36
1211/2020
06:30 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
37
1211/2020
06:45 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
36
12/112020
07:00 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
39
121112020
07:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
40
12/112020
07:30 AM
0
4
0
0
0
0
0
0
0
0
0
0
0
4
41
123112020
07:45 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
42
12/1/2020
06:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
12/1/2020
08:15 AM
0
1
0
0
0
0
0
0
1
0
0
0
0
2
44
12/112020
06:30 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
45
12/1/2020
06:45 AM
0
2
1
0
0
0
0
0
0
0
0
0
0
3
46
12/1!2020
09:00 AM
0
4
0
0
1
0
0
0
0
0
0
0
0
5
47
121112020
09:15 AM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
46
12/112020
09:30 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
49
121112020
09:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0410/2/0202
10:00 AM
0
3
0
0
1
1
0
0
0
0
0
0
0
5
51
12!112020
10:15 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
52
121112020
10:30 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
53
121112020
10:45 AM
0
2
0
0
0
1
0
0
0
0
0
0
0
3
54
1211/2020
11:00 AM
0
0
0
0
0
0
0
0
1
0
0
0
0
1
55
12/1/2020
11:15 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
56
12/1/2020
11:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
57
1211/2020
11:45 AM
0
2
1
0
1
0
0
0
0
0
0
0
0
4
56
1211/2020
12:00 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
59
1211/2020
12:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
60
123112020
12:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
61
121112020
12:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
62
12/112020
01:00 PM
0
7
1
0
0
0
0
1
0
0
0
0
0
9
63
121112020
01:15 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
64
12111020
01:30 PM
0
1
0
0
0
0
0
0
1
0
0
0
0
2
65
12/1/2020
01:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
66
12/112020
02:00 PM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
67
12/1/2020
02:15 PM
0
2
0
0
1
0
0
0
0
0
0
0
0
3
66
1211/2020
02:30 PM
0
0
0
0
0
0
0
1
0
0
0
0
0
1
69
121112020
02:45 PM
0
2
0
0
1
0
0
0
0
0
0
0
0
3
70
12/1/2020
03:00 PM.
0
2
1
0
0
1
0
0
0
0
0
0
0
4
71
12/1/2022
03:15 PM
0
3
1
0
0
0
0
0
0
0
0
0
0
4
72
12//2020
03:30 PM.
0
2
0
0
0
0
0
0
0
1
0
0
0
3
73
12/112020
03:45 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
74
121112020
04:00 PM
0
4
0
0
0
0
0
0
0
0
0
0
0
4
75
12/112020
04:15 PM
0
1
0
0
1
0
0
0
0
0
0
0
0
0
76
12/1/2020
04:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
77
12/132020
04:45 PM
0
0
1
2
1
2
2
1
2
2
2
2
2
0
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 2
5
Staticn ID: 2
6
Location 1: WCR 120 W.Q. US 85 Westbound
7
Location 2:
8
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Aid
Double
5 Axle
Double
'6 Axl
Double
<6 Aid
MUNI
6 Axle
win
'6 Atd
Multi
TOTAL
78
12/112020
05:00 PM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
79
1211/2020
05:15 PM
0
1
1
0
0
0
0
0
0
0
0
0
0
2
80
121112020
05:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
81
121112020
05:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
82
12/1/2020
06:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
83
121112020
06:15 PM
0
2
0
0
1
0
0
1
3
0
0
0
0
7
84
123112020
06:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
65
12/1/2020
06:45 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
86
12/112020
07:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
87
1211/2020
07:15 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
88
12/1/2020
07:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8912/1/2020
07:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
g0
12/112020
08:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
91
12/112020
08:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
92
12/112020
08:30 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
93
1211/2020
08:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
94
121112020
09:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
95
12/112020
09:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
12/112020
09:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
97
1211/2020
09:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
98
12/112020
10:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
412/1/2020
10:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100
12/1/2020
10:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
101
12/1/2020
10:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
102
1211/2020
11:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
103
1211/2020
11:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
104
1211/"2020
11:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
105
12/1/2020
11:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
106
0
86
110
0
8
3
0
4
7
1
0
0
0
110
All Traffic Data Services
www.alltrafficdata.net
Page 1
Date Start: 01 -Dec -20
Site Code: 2
Station ID: 2
WCR 126
W.O. US 85
EB
Start
Cars &
2 Axle
2 Axle
3 Axle
4 Axle
<5 Axl
5 Axle
>6 Axl
<6 Axl
6 Axle
>6 Axl
Time
Bikes
Trailers
Long
Buses
6 Tire
Single
Single
Double
Double
Double
Multi
Multi
Multi
Total
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
03:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
04:00
0
2
0
0
1
0
0
0
0
0
0
0
0
3
05:00
0
0
0
0
1
0
0
0
0
0
0
0
0
1
06:00
0
5
0
0
2
0
0
0
0
0
0
0
0
7
07:00
0
9
2
0
1
0
0
0
0
1
0
0
0
13
08:00
0
11
1
0
0
0
0
0
1
0
0
0
0
13
09:00
0
9
1
0
0
0
0
0
0
0
0
0
0
10
10:00
0
8
1
0
0
0
0
0
0
0
0
0
0
9
11:00
0
12
3
0
0
0
0
0
0
1
0
0
0
16
12 PM
0
3
1
0
0
0
0
0
0
0
0
0
0
4
13:00
0
5
4
0
0
1
0
0
0
1
0
0
0
11
14:00
0
6
1
0
3
0
0
0
0
0
0
0
0
10
15:00
0
11
0
0
2
0
0
0
1
0
0
0
0
14
16:00
0
6
1
0
1
0
0
0
0
1
0
0
0
9
17:00
0
6
0
0
0
3
0
0
0
1
0
0
0
10
18:00
0
6
0
0
1
0
0
0
0
0
0
0
0
7
19:00
0
5
0
0
0
0
0
0
0
0
0
0
0
5
20:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21:00
0
3
0
0
0
0
0
0
0
0
0
0
0
3
22:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Day
0
111
15
0
12
4
0
0
2
5
0
0
0
149
Total
Percent
0.0%
74.5%
10.1%
0.0%
8.1%
2.7%
0.0%
0.0%
1.3%
3.4%
0.0%
0.0%
0.0%
AM Peak
11:00
11:00
06:00
08:00
07:00
11:00
Vol.
12
3
2
1
1
16
PM Peak
Vol.
Grand
Total
Percent
15:00 13:00
11 4
14:00 17:00
3 3
15:00 13:00
1 1
15:00
14
0
111
15
0
12
4
0
0
2
5
0
0
0 149
0.0%
74.5% 10.1%
0.0%
8.1%
2.7%
0.0%
0.0%
1.3%
3.4%
0.0%
0.0%
0.0%
All Traffic Data Services
www.alltrafficdata.net
Page 2
Date Start: 01 -Dec -20
Site Code: 2
Station ID: 2
WCR 126
W.O. US 85
WB
Start
Cars &
2 Axle
2 Axle
3 Axle
4 Axle
<5 Axl
5 Axle
>6 Axl
<6 Axi
6 Axle
>6 Axl
Time
Bikes
Trailers
Long
Buses
6 Tire
Single
Single
Double
Double
Double
Multi
Multi
Multi
Total
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02:00
0
0
1
0
0
0
0
0
0
0
0
0
0
1
03:00
0
0
0
0
0
0
0
0
1
0
0
0
0
1
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
05:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
06:00
0
6
1
0
0
0
0
0
0
0
0
0
0
7
07:00
0
6
0
0
0
0
0
0
0
0
0
0
0
6
08:00
0
5
1
0
0
0
0
0
1
0
0
0
0
7
09:00
0
9
0
0
1
0
0
0
0
0
0
0
0
10
10:00
0
6
1
0
1
2
0
0
0
0
0
0
0
10
11:00
0
4
1
0
1
0
0
0
1
0
0
0
0
7
12 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
13:00
0
10
1
0
0
0
0
1
1
0
0
0
0
13
14:00
0
7
0
0
2
0
0
1
0
0
0
0
0
10
15:00
0
9
2
0
0
1
0
0
0
1
0
0
0
13
16:00
0
7
1
0
2
0
0
1
0
0
0
0
0
11
17:00
0
5
1
0
0
0
0
0
0
0
0
0
0
6
18:00
0
5
0
0
1
0
0
1
3
0
0
0
0
10
19:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
20:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
21:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Day
0
86
10
0
8
3
0
4
7
1
0
0
0
119
Total
Percent
0.0%
72.3%
8.4%
0.0%
6.7%
2.5%
0.0%
3.4%
5.9%
0.8%
0.0%
0.0%
0.0%
AM Peak
09:00
02:00
09:00
10:00
03:00
09:00
Vol.
9
1
1
2
1
10
PM Peak
Vol.
Grand
Total
Percent
13:00 15:00
10 2
14:00 15:00
2 1
13:00 18:00 15:00
1 3 1
13:00
13
0
86
10
0
8
3
0
4
7
1
0
0
0 119
0.0%
72.3%
8.4%
0.0%
6.7%
2.5%
0.0%
3.4%
5.9%
0.8%
0.0%
0.0%
0.0%
All Traffic Data Services Page 1
www.alltrafficdata.net
Date Start: 01 -Dec -20
Site Code: 2
Station ID: 2
WCR 126 W.O. US 85
Start
1
16
21
26
31
36
41
46
51
56
61
66
71
76
85th
95th
Time
15
20
25
30
35
40
45
50
55
60
65
70
75
999
Total
Percent
Percent
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
02:00
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
44
44
03:00
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
49
49
04:00
0
0
0
0
0
0
0
0
2
0
1
0
0
0
3
62
64
05:00
0
0
0
0
0
0
0
0
0
1
0
0
0
0
1
59
59
06:00
0
0
0
0
0
0
0
4
2
1
0
0
0
0
7
54
58
07:00
0
0
0
0
0
1
3
4
4
1
0
0
0
0
13
53
56
08:00
0
0
0
0
0
0
1
9
2
1
0
0
0
0
13
52
56
09:00
0
0
0
0
0
0
3
6
1
0
0
0
0
0
10
49
52
10:00
0
0
0
0
0
1
1
6
1
0
0
0
0
0
9
49
52
11:00
0
0
0
0
0
2
5
5
3
1
0
0
0
0
16
52
55
12 PM
0
0
0
0
0
0
3
1
0
0
0
0
0
0
4
47
48
13:00
0
0
0
0
0
1
1
7
1
0
1
0
0
0
11
51
62
14:00
0
0
0
0
0
0
2
2
4
2
0
0
0
0
10
56
58
15:00
2
0
0
0
0
2
5
2
2
1
0
0
0
0
14
52
56
16:00
1
0
0
0
0
0
1
2
4
0
1
0
0
0
9
54
62
17:00
0
0
0
0
0
0
2
3
5
0
0
0
0
0
10
53
54
18:00
1
0
0
0
0
3
1
2
0
0
0
0
0
0
7
47
49
19:00
0
0
0
0
0
0
1
2
2
0
0
0
0
0
5
53
54
20:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21:00
0
0
0
0
0
0
2
1
0
0
0
0
0
0
3
47
49
22:00
0
0
0
0
0
0
0
1
1
0
0
0
0
0
2
53
54
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
Percent 2.7% 0.0% 0.0% 0.0% 0.0% 6.7% 21.5% 38.9% 22.8% 5.4% 2.0% 0.0% 0.0% 0.0%
AM Peak
11:00
11:00
08:00
07:00
05:00
04:00
11:00
Vol.
2
5
9
4
1
1
16
PM Peak 15:00 18:00 15:00 13:00 17:00 14:00 13:00 15:00
Grand
4
0 0
0 0 10 32 58 34 8 3 0 0 0
Total
Percent
2.7%
0.0% 0.0%
0.0% 0.0% 6.7% 21.5% 38.9% 22.8% 5.4% 2.0% 0.0% 0.0% 0.0%
15th Percentile
: 41 MPH
50th Percentile
: 47 MPH
85th Percentile
: 53 MPH
95th Percentile
: 57 MPH
Statistics
10 MPH Pace Speed
: 45-54 MPH
Number in Pace
: 92
Percent in Pace
: 61.7%
Number
of Vehicles > 55 MPH
: 11
Percent
of Vehicles > 55 MPH
: 7.4%
Mean Speed(Average)
: 47 MPH
149
All Traffic Data Services Page 2
www.alltrafficdata.net
Date Start: 01 -Dec -20
Site Code: 2
Station ID: 2
WCR 126 W.O. US 85
Start
Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999
Total
85th
Percent
95th
Percent
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
02:00
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
69
69
03:00
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
29
29
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
05:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
06:00
0
0
0
0
0
0
2
2
0
2
1
0
0
0
7
59
63
07:00
0
0
0
0
0
2
1
1
0
2
0
0
0
0
6
57
59
08:00
0
0
0
0
0
1
3
1
1
1
0
0
0
0
7
54
58
09:00
0
0
0
0
0
2
3
3
2
0
0
0
0
0
10
51
53
10:00
0
0
0
0
2
2
3
2
1
0
0
0
0
0
10
48
52
11:00
0
0
0
0
1
0
2
4
0
0
0
0
0
0
7
48
49
12 PM
0
0
0
0
0
0
1
0
1
0
0
0
0
0
2
53
54
13:00
0
0
0
0
0
1
2
5
4
1
0
0
0
0
13
53
56
14:00
1
0
0
0
0
0
1
3
2
3
0
0
0
0
10
57
59
15:00
0
1
0
0
0
2
4
2
4
0
0
0
0
0
13
52
54
16:00
0
0
0
0
0
3
1
2
3
1
1
0
0
0
11
56
62
17:00
0
0
0
0
0
0
2
3
1
0
0
0
0
0
6
50
53
18:00
0
0
0
0
0
3
3
2
1
0
1
0
0
0
10
52
62
19:00
0
0
0
0
0
0
1
0
0
0
1
0
0
0
2
63
64
20:00
0
0
0
0
0
0
0
0
0
2
0
0
0
0
2
59
59
21:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22:00
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
44
44
n�.nn
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
*
*
Total 1 1 0 1 3 16 30 30 20 12 4 1 0 0 119
Percent
0.8% 0.8% 0.0% 0.8%
2.5%
13.4%
25.2%
25.2%
16.8%
10.1%
3.4%
0.8% 0.0% 0.0%
AM Peak
Vol.
03:00
1
10:00
2
07:00
2
08:00
3
11:00
4
09:00
2
06:00
2
06:00
1
02:00 09:00
1 10
PM Peak
14:00
15:00
16:00
15:00
13:00
13:00
14:00
16:00
13:00
Vol.
1
1
3
4
5
4
3
1
13
Grand
1
1 0
1 3 16 30 30 20 12 4 1 0 0 119
Total
Percent
0.8%
0.8% 0.0%
0.8% 2.5% 13.4% 25.2% 25.2% 16.8% 10.1% 3.4% 0.8% 0.0% 0.0%
15th Percentile
: 38 MPH
50th Percentile
: 46 MPH
85th Percentile
: 54 MPH
95th Percentile
: 59 MPH
Statistics
10 MPH Pace Speed
: 41-50 MPH
Number in Pace
: 60
Percent in Pace
: 50.4%
Number
of Vehicles > 55 MPH
: 17
Percent
of Vehicles > 55 MPH
: 14.3%
Mean Speed(Average)
: 47 MPH
WELD COUNTY 120
(DECEMBER 1, 2020 COUNT)
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
2
Start Date: 121112020
3
Start Time: 12:00:00 AM
4
Site Code: 1
5
Staticn ID: 1
6
Location 1: WCR 120 E.Q. WCR 23 Eastbound
7
Location 2:
6
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
'6 Axl
Double
<6 Axl
0MM
6 Axle
Mull
'6 Atd
Multi
TOTAL
10
12/112020
12:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
12/1/2020
12:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12
12!1/2020
12:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13
121112020
12:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
14
121112020
01:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
1211/2020
01:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
121112020
01:30 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
17
12/1/2020
01:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
121112020
02:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
121112020
02:15AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
12/1/2020
02:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
121112020
02:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22
10112020
03:00 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
23
121112020
03:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
24
121112020
03:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
25
1211/2020
0345 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
12/2(2020
04:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
29
1211/2020
04:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
30
121112020
05:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
31
12!112020
05:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
12!112020
05:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
33
121112020
05:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
34
1O112020
06:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
35
1O112020
06:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
36
1O112020
06:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
37
1211/2020
06:45 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
36
121112020
07:00 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
39
121112020
07:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
40
1O112020
07:30 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
41
10112020
07:45 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
42
101/2020
06:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
101/2020
00:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
44
121112020
06:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
45
101/2020
06:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
46
101!2020
09:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
47
121112020
09:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
46
1O112020
09:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
49
10112020
09:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0212/2/2222
10:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
51
1O112020
10:15 AM
0
0
0
0
0
1
0
0
0
0
0
0
0
1
52
121112020
10:30 AM
0
1
1
0
0
0
0
0
0
0
0
0
0
2
53
10112020
10:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
54
1211/2020
11:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
55
101/2020
11:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
56
12/1/2020
11:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
57
1O1/2020
11:45 AM
0
4
0
0
0
0
0
0
0
0
0
0
0
4
56
10112020
12:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
59
101/2020
12:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
60
1O112020
12:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
61
121112020
12:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
62
12/112020
01:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
63
121112020
01:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
64
12111020
01:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
65
12/1/2020
01:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
66
12111020
02:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
67
121O2020
02:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
66
1211/2020
02:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
69
121112020
02:45 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
70
10112020
03:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
71
10112020
03:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
72
121/2020
03:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
73
12/112020
03:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
74
1O112020
04:00 PM
0
2
0
0
1
0
0
0
0
0
0
0
0
3
75
10112020
04:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
76
101/2020
04:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
77
10112020
04:45 PM
0
0
0
0
0
2
0
0
0
0
0
2
0
0
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 1
5
Staticn ID: 1
6
Location 1: WCR 120 E.Q. WCR 23 Eastbound
7
Location 2:
8
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
'6 Axl
Double
<6 Axl
Mu01
6 Axle
Muni
'6 Atd
Multi
TOTAL
78
12/112020
05:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
79
1211/2020
05:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
80
121112020
05:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
81
121112020
05:45 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
82
12/112020
06:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
83
121112020
06:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
84
123112020
06:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
85
12/1/2020
06:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
86
12/112020
07:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
87
1221/2020
07:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
88
12/1/2020
07:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
89
12/112020
07:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
90
1231}2020
08:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
91
12/112020
08:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
92
12}112020
08:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
93
1211/2020
08:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
94
121112020
09:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
95
121112020
09:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
12/112020
09:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
97
1211/2020
09:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
98
12/112020
10:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
99
12/112020
10:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100
12!112020
10:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101
12/112020
10:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
102
1211/2020
11:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
103
1211/2020
11:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
104
1211/"2020
11:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
105
1211!2020
11:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
106
0
21
3
0
1
1
0
0
0
0
0
0
0
26
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
WB
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 1
5
Staticn ID: 1
6
Location 1: WCR 120 E.Q. WCR 23 Westbound
7
Location 2:
8
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
'6 Axl
Double
<6 Axl
Mu0i
6 Aade
Muni
'6 Aad
Multi
TOTAL
10
12/112020
12:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
12/1/2020
12:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12
12!1/2020
12:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13
12/112020
12:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
14
121112020
01:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
121112020
01:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
121112020
01:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
17
12/1/2020
01:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
18
121112020
02:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
121112020
02:15AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
12/1/2020
02:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
121112020
02:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22
12/1}2020
03:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23
121112020
03:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
24
12/112020
03:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
25
1211/2020
03:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
12/2(2020
04:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
28
12/1/2020
04:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
29
1211/2020
04:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
30
121112020
05:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
31
123112020
05:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
12/1/2020
05:30 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
33
12/132020
05:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
34
123112020
06:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
35
12/1/2020
06:15 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
36
1211/2020
06:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
37
1211/2020
06:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
38
12/112020
07:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
39
121112020
07:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
40
12/112020
07:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
41
121112020
07:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
42
12/1/2020
08:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
12/1/2020
08:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
44
123112020
08:30 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
45
1231/2020
08:45 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
46
12!112020
09:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
47
121112020
09:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
48
12/112020
09:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
49
121132020
09:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
05
12/2/2222
10:00 AM
0
0
0
0
0
1
0
0
0
0
0
0
0
1
51
121112020
10:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
52
121112020
10:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
53
12/112020
10:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
54
1211/2020
11:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
55
12/1/2020
11:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
56
12/1/2020
11:30 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
57
1211/2020
11:45 AM
0
5
0
0
0
1
0
0
0
0
0
0
0
B
58
1211/2020
12:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
59
1211/2020
12:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02
12/112020
12:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
61
12/112020
12:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
62
123112020
01:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
63
1211/2020
01:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
64
12111020
01:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
00127O22227427M
01:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
66
12/11020
02:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
571072122000747M
02:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
68
1231/2020
02:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
69
121132020
02:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
70
12/1/2020
03:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
71
12/112020
03:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
72
12//2020
03:30 PM.
0
1
0
0
0
0
0
0
0
0
0
0
0
1
73
12/112020
03:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
74
121112020
04:00 PM
0
0
0
0
1
0
0
0
0
0
0
0
0
1
75
12/112020
04:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
76
12/1/2020
04:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
77
12/1/2220
04:45 PM
0
1
0
0
0
2
0
0
0
0
0
2
0
1
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
WA
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 1
5
Staticn ID: 1
6
Location 1: WCR 120 E.Q. WCR 23 Westbound
7
Location 2:
8
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Lang
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
'6 Axl
Double
<6 Axl
Mu0i
6 Aade
Muni
'6 Aad
Multi
TOTAL
78
12/112020
05:00 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
79
1211/2020
05:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
80
121112020
05:30 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
81
121112020
05:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
82
121112020
06:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
83
121112024
06:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
84
123112020
06:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
85
12/1/2020
06:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
86
121112020
07:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
87
1221/2020
07:15 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
88
12/1/2020
07:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
89
12/112020
07:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
90
12/112220
08:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
91
12/112020
08:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
92
12/112020
08:30 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
93
1211/2020
08:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
94
121112020
09:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
95
12/112020
09:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
12/112020
09:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
97
1211/2020
09:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
98
12/112020
10:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4121112020
10:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100121112020
10:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101
121112020
10:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
102
1211/2020
11:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10312K12020
11:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
104
1211/"2020
11:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
105
1211!2020
11:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
106
0
21
3
0
1
2
0
0
0
0
0
0
0
27
All Traffic Data Services
www.alltrafficdata.net
Page 1
Date Start: 01 -Dec -20
Site Code: 1
Station ID: 1
WCR 120
E.O. WCR 23
EB
Start
Cars &
2 Axle
2 Axle
3 Axle
4 Axle
<5 Axl
5 Axle
>6 Axl
<6 Axl
6 Axle
>6 Axl
Time
Bikes
Trailers
Long
Buses
6 Tire
Single
Single
Double
Double
Double
Multi
Multi
Multi
Total
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
02:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
03:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
05:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
06:00
0
1
1
0
0
0
0
0
0
0
0
0
0
2
07:00
0
3
1
0
0
0
0
0
0
0
0
0
0
4
08:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
09:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
10:00
0
1
1
0
0
1
0
0
0
0
0
0
0
3
11:00
0
4
0
0
0
0
0
0
0
0
0
0
0
4
12 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
13:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
14:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
15:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16:00
0
2
0
0
1
0
0
0
0
0
0
0
0
3
17:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
18:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
19:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
20:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Day
0
21
3
0
1
1
0
0
0
0
0
0
0
26
Total
Percent
0.0%
80.8%
11.5%
0.0%
3.8%
3.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM Peak
11:00
06:00
10:00
07:00
Vol.
4
1
1
4
PM Peak
Vol.
Grand
Total
Percent
16:00
2
16:00
1
16:00
3
0
21
3
0
1
1
0
0
0
0
0
0
0 26
0.0%
80.8%
11.5%
0.0%
3.8%
3.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
All Traffic Data Services
www.alltrafficdata.net
Page 2
Date Start: 01 -Dec -20
Site Code: 1
Station ID: 1
WCR 120
E.O. WCR 23
WB
Start
Cars &
2 Axle
2 Axle
3 Axle
4 Axle
<5 Axl
5 Axle
>6 Axl
<6 Axl
6 Axle
>6 Axl
Time
Bikes
Trailers
Long
Buses
6 Tire
Single
Single
Double
Double
Double
Multi
Multi
Multi
Total
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
03:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
05:00
0
0
1
0
0
0
0
0
0
0
0
0
0
1
06:00
0
0
1
0
0
0
0
0
0
0
0
0
0
1
07:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
08:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
09:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00
0
0
0
0
0
1
0
0
0
0
0
0
0
1
11:00
0
5
1
0
0
1
0
0
0
0
0
0
0
7
12 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
14:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
15:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
16:00
0
1
0
0
1
0
0
0
0
0
0
0
0
2
17:00
0
4
0
0
0
0
0
0
0
0
0
0
0
4
18:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
20:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
21:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
22:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Day
0
21
3
0
1
2
0
0
0
0
0
0
0
27
Total
Percent
0.0%
77.8%
11.1%
0.0%
3.7%
7.4%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM Peak
11:00
05:00
10:00
11:00
Vol.
5
1
1
7
PM Peak
17:00
16:00
17:00
Vol.
4
1
4
Grand 0 21 3 0 1 2 0 0 0 0 0 0 0 27
Total
Percent 0.0% 77.8% 11.1% 0.0% 3.7% 7.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
All Traffic Data Services Page 1
www.alltrafficdata.net
Date Start: 01 -Dec -20
Site Code: 1
Station ID: 1
WCR 120 E.O. WCR 23
Start
1
16
21
26
31
36
41
46
51
56
61
66
71
76
85th
95th
Time
15
20
25
30
35
40
45
50
55
60
65
70
75
999
Total
Percent
Percent
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
39
39
02:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
03:00
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
24
24
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
05:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
06:00
0
0
0
0
1
0
0
1
0
0
0
0
0
0
2
48
49
07:00
1
0
1
0
0
0
1
0
1
0
0
0
0
0
4
52
54
08:00
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
29
29
09:00
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
39
39
10:00
0
1
D
1
0
1
0
0
0
0
0
0
0
0
3
37
39
11:00
4
0
0
0
0
0
0
0
0
0
0
0
0
0
4
12
14
12 PM
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
29
29
13:00
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
29
29
14:00
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
49
49
15:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
16:00
0
0
1
1
0
1
0
0
0
0
0
0
0
0
3
37
39
17:00
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
49
49
18:00
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
24
24
19:00
1
0
0
0
0
0
0
0
0
0
0
0
0
0
1
12
14
20:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
21:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
22:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
Total
6
1 4
5
1
4
1
3
1
0
0
0
0
0
26
Percent
23.1%
3.8% 15.4% 19.2%
3.8%
15.4%
3.8%
11.5%
3.8%
0.0%®
0.0%
0.0%
0.0%
0.0%
AM Peak
11:00
10:00 03:00
08:00
06:00
01:00
07:00
06:00
07:00
07:00
Vol.
4
1 1
1
1
1
1
1
1
4
PM Peak
19:00
16:00
12:00
16:00
14:00
16:00
Vol.
1
1
1
1
1
3
Grand
Total
6
1 4
5
1
4
1
3
1
0
0
0
0
0
26
Percent
23.1%
3.8% 15.4% 19.2%
3.8%
15.4%
3.8%
11.5%
3.8%
0.0%
0.0%
0.0%
0.0%
0.0%
15th Percentile
:
9 MPH
50th Percentile
:
27 MPH
85th Percentile
:
45 MPH
95th Percentile
:
49 MPH
Statistics
10 MPH Pace Speed
:
21-30 MPH
Number in Pace
:
9
Percent in Pace
:
34.6%
Number
of Vehicles > 55 MPH
:
0
Percent
of Vehicles > 55 MPH
:
0.0%
Mean Speed(Average)
:
28 MPH
All Traffic Data Services Page 2
www.alltrafficdata.net
Date Start: 01 -Dec -20
Site Code: 1
Station ID: 1
WCR 120 E.O. WCR 23
Start
1
16
21
26
31
36
41
46
51
56
61
66
71
76
85th
95th
Time
15
20
25
30
35
40
45
50
55
60
65
70
75
999
Total
Percent
Percent
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
02:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
03:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
05:00
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
39
39
06:00
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
49
49
07:00
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
24
24
08:00
0
0
1
0
0
1
0
0
0
0
0
0
0
0
2
38
39
09:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00
1
0
0
0
0
0
0
0
0
0
0
0
0
0
1
12
14
11:00
2
4
1
0
0
0
0
0
0
0
0
0
0
0
7
19
23
12 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13:00
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
39
39
14:00
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
34
34
15:00
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
44
44
16:00
0
0
0
1
1
0
0
0
0
0
0
0
0
0
2
33
34
17:00
0
0
1
0
2
1
0
0
0
0
0
0
0
0
4
37
39
18:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
19:00
0
0
0
0
1
0
1
0
0
0
0
0
0
0
2
43
44
20:00
1
0
0
1
0
0
0
0
0
0
0
0
0
0
2
28
29
21:00
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
44
44
22:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
Total
4
4 4
2
5
4
3
1
0
0
0
0
0
0
27
Percent
14.8%
14.8% 14.8%
7.4%
18.5%
14.8%
11.1%
3.7%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM Peak
11:00
11:00 07:00
05:00
06:00
11:00
Vol.
2
4 1
1
1
7
PM Peak
20:00
17:00
16:00
17:00
13:00
15:00
17:00
Vol.
1
1
1
2
1
1
4
Grand
Total
4
4 4
2
5
4
3
1
0
0
0
0
0
0
27
Percent
14.8%
14.8% 14.8%
7.4%
18.5%
14.8%
11.1%
3.7%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
15th Percentile
:
15 MPH
50th Percentile
:
28 MPH
85th Percentile
:
39 MPH
95th Percentile
:
44 MPH
Statistics
10 MPH Pace Speed
:
30-39 MPH
Number in Pace
:
9
Percent in Pace
:
33.3%
Number
of Vehicles > 55 MPH
:
0
Percent
of Vehicles > 55 MPH
:
0.0%
Mean Speed(Average)
:
28 MPH
WELD COUNTY 126 HISTORICAL COUNT,
85TH PERCENTILE SPEED AND TRUCK PERCENTAGES
COLLECTED IN SEPTEMBER 2020
(PROVIDED BY EMAIL FROM WELD COUNTY)
David Mizell
From: Melissa King <mking@weldgov.com>
Sent: Monday, December 28, 2020 7:46 AM
To: David Mizell
Subject: RE: County Traffic Data
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: This email originated outside of Rick Engineering Company. Do not answer or click on anything or open
attachments unless you recognize the sender, the sender's address and know the content is safe!
David
Here is the County's most recent traffic count data for CR 126 between CR 21 and SH85. This data was collected in
September 2020.
447 vpd
67 mph is the 85th % speed
50% trucks
Also collected during September 2020, this is the traffic county data for CR 126 between CR17 and CR21.
690 vpd
65 mph is the 85th speed
55% trucks
As always, I am available if there are other questions
Happy New Year
Melissa
Melissa J King, PE
Development Review Engineer
Department of Public Works
Weld County
1111 H Street, P.O. Box 758
Greeley, CO 80632
(970) 400-3762
� r '
LEADING WITH RESPONSIVE, INNOVATIVE AND COST EFFECTIVE SERVICES
From: David Mizell <dmizell@rickengineering.com>
Sent: Wednesday, December 23, 2020 4:28 PM
1
COPY OF PLAINS NIOBRARA TRAFFIC STUDY
(WILSON & COMPANY, 10/31/2013)
WILSON
&COMPANY
Memorandum
To: Plains All American Pipeline, L.P.
From: Steve Gomez, PE
CC:
Date: 2013-10-31
File Number:
Re: Plains Niobrara Loading Facility Traffic Study
Purpose
Alaska
Arizona
California
Colorado
Florida
Kansas
Louisiana
Missouri
Nebraska
New Mexico
Oklahoma
Texas
Utah
The purpose of this Technical Memorandum is to evaluate the traffic operational impacts that the proposed
crude oil terminal facility near Carr, Colorado would have on the existing roadway network in the immediate
vicinity of the site. The traffic impact analysis was conducted in conformance with Weld County traffic impact
study guidelines.
Introduction
Plains All American Pipeline, L.P. (PAALP) is proposing to construct a crude oil terminal near Carr, Colorado.
Included in the project is infrastructure to accommodate unloading and custody transfer of crude from trucks,
custody transfer of crude from incoming pipelines, storage of crude, and loading of a 104 car unit train at a
double sided, thirteen spot loading rack. The terminal is served by the UPRR, Greely Subdivision.
Access to the facility is proposed to be from WCR 126 and an existing access road to the lease area. The WCR
126/exiting access road "tee" intersection is currently a full movement unsignalized intersection.
Historically the Carr site has been utilized for various uses ranging from temporary pipeline material storage to
wind turbine offload and delivery. Located just east of the Union Pacific Railroad tracks, the site is an ideal
location for transferring railroad cargo to trucks for final delivery.
A previous traffic study was conducted by CH2M HILL in April 2010 to consider multiple ongoing uses that were
previously planned at the site. While it was not anticipated all of multiple uses would occur simultaneously, for
purposes of the analysis a conservative approach was taken and the traffic study assumed that the multiple uses
would overlap. The following summarizes the previous traffic impact study:
1. The three
site uses are expected to generate a
combined 87
new daily vehicles with most of the trips
occurring
in the peak hours. Truck traffic would
be distributed
throughout the day.
2. Traffic operational analysis
indicates that
1-25,
US85, WCR 126, and the site
access intersection will
operate at acceptable levels
of service and
the
additional site generated traffic
creates minimal impact
to the existing peak hour traffic operations near the site.
3. The site access and surrounding roadway network appear to have well maintained signing and striping.
The site access sight distance is adequate with no obstructions and the pavement condition on WCR
126 is not expected to be degraded by site activities due to the short duration of operations.
4. The site is not expected to generate enough traffic to warrant any significant infrastructure
improvements; and acceleration and deceleration lanes are not recommended.
• Page 1
Wilson & Company, fnc., Engineers & Archilools
HIGHER
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SHARED OWNERSITIP•GGLIAFIORAI ON
INTENSITY' DISCiPLINE • SOLUTIONS
Existing Conditions
Site Location
The proposed crude oil terminal is located approximately one mile south of WCR 126 and just east of WCR 21 in
Weld County, Colorado (See attached exhibit). Access to the facility is proposed to be from WCR 126 and an
existing access road. The WCR 126/exiting access road "tee" intersection is currently a full movement
unsignalized intersection.
Adjacent Roadways
The current road system in the vicinity of the site consists of private and county roads. North of the site WCR 126
is a paved 2 -lane, east -west, collector road also known as Stevenson Avenue. It has a speed limit of 30 mph near
the site access. As WCR 126 approaches 1-25 to the west of the site it becomes WCR 126 A.
1-25 is a 4 -lane, rural, north -south interstate with a speed limit of 75 mph. The I-25/WCR 126 % interchange is
currently a diamond interchange with the ramp intersections controlled by STOP signs.
U585 is a 2 -lane, rural, minor arterial in rolling terrain with a speed limit of 65 mph. Both 1-25 and U585 are
designated as national truck routes.
Traffic Counts
The following summarizes traffic data on the primary roads in the vicinity of the project based on available traffic
data and traffic data documented in the previous traffic study.
WCR
126
near the site
access
road carries approximately 440 vehicles per day
(vpd) of which 38% are trucks.
While
the
posted speed
limit in
this area is 30 mph, the recorded 85th percentile
speed is 49 mph.
Based on information provided by the Colorado Department of Transportation (CDOT) 1-25 just north of the WCR
126 %2 interchange carries approximately an average annual daily traffic volume of 17,000 vehicles and
approximately 15% trucks . The peak hour traffic at this location comprises 11 % of the daily traffic.
The closest count data available from CDOT on US 85, is just north of WCR 108. The current average annual daily
traffic volume is 2,300 vehicles with roughly 22% trucks. Like 1-25, approximately 11 % of the daily traffic occurs
in the peak hour.
The access road to the site currently carries and average annual daily traffic volume of 117 vehicles with
approximately 72% trucks. The recorded 85th percentile speed is 20 mph.
Future Conditions
Trip Generation
Based on provided information up to 100 crude oil trucks per day will access the site from WCR 126 and the
existing access road. In addition there is estimated to be an additional 20 employee/miscellaneous trips per day
to the site.
During the peak hours (AM peak hour is generally between 6:30AM-8:30AM, PM peak hour is generally between
4;30PM-6:30PM) it is assumed that 18 trips (10 car and 8 crude oil truck trips) will enter/exit the site. This
estimate assumes the truck traffic is evenly distributed throughout the day and all other
employee/miscellaneous trips arrive and depart during the peak hours.
Traffic Operations
To assess the potential traffic impacts associated with the proposed crude oil terminal, existing peak hour traffic
conditions were analyzed both with and without the expected additional site traffic. Since the peak hour is 11 %
of the daily volume based on annual CDOT traffic counts along 1-25 and US 85, the same peak hour percentage
was assumed for all other study area roadways. Therefore, only a single peak hour was analyzed for 1-25, US 85,
WCR 126 and intersection operations. Also, due to the lack of available data, turning movement counts were
estimated at the unsignalized WCR 126/site access intersection.
HIGHE
• Page2 HIGHER
Sr1ARED CVJNEI35I IIP• COLLABORATION
Wilson & Company. Tha., Eng?neers &ArchiSecls INIENSUY•DISCIPL#NE•SQLUBBONS
The Highway Capacity Manual, 2O10 (HCM 2010), defines the operational measures of effectiveness for all types
of roadways and junctions in terms of qualitative levels of service (LOS). Six LOS classifications are given a letter
designation from A. to F with" A" representing the best operating conditions and "F" the worst. LOS D or better is
typically considered acceptable for peak hour operations.
For freeways, LOS is determined by the density of traffic in a basic freeway section defined by passenger cars per
mile per lane. For two-lane highways, LOS is defined in terms of average travel speed and percent time spent
following another vehicle. For unsignalized intersections, LOS is defined in terms of average delay per vehicle by
movement. For side street stop -controlled intersections, delay is typically represented in seconds for the minor
street approaches and the left turns from the major street.
Peak hour traffic operations were analyzed applying the HCM 2010 methodologies for the existing traffic
volumes and for the total (existing plus site) traffic volumes and the results are summarized in Tables 1 and 2,
respectively. The analysis worksheets are attached.
Table 1 Existing Roadway/Intersection Operations
Roadway
Average Daily Traffic
Volume
Peak Hour Traffic
Volume
Percent
Trucks
Peak Hour
LOS
WCR 126
440
50
38%
C
US 85
2300
255
22%
B
1-25
17000
1870
15%
A
Unsignalized Intersection
WCR 126/Site Access
Northbound
n/a
7
72%
A
Westbound Left
n/a
4
72%
A
Table 2 Total Roadway/Intersection Operations
Roadway
Average Daily Traffic
Volume
Peak Hour Traffic
Volume
Percent
Trucks
Peak Hour
LOS
WCR 126 - West
530
66
39%
C
WCR 126 -East
570
74
31%
C
US 85
2430
271
22%
B
1-25
17090
1880
15%
A
Unsignalized Intersection
WCR 126/Site Access
Northbound
n/a
25
36%
A
Westbound Left
n/a
9
54%
A
As shown, there are no differences in the peak hour operational levels of service between the existing volumes
and total volumes and all operational levels are acceptable, LOS C or better.
• Page 3
Wilson & Company. Inc.. Fnglnoors & Archl cos
a
!♦ HIGHER
4
SHARED OWNERSHIP•COLIAFiORATION
INTENSITY9DISCIPLINE SOLUTIONS
Roadway/intersection Improvements
Applying the access requirements of the CDOT State Highway Access Code, March 2002 for rural highways, the
peak hour volumes at the WCR 126/Access Road intersection do not warrant the installation of acceleration or
deceleration lanes at this location; deceleration lanes requirements more than 10 vph for left turns and 25 vph
for right turns; acceleration lane requirements more than 50 vph for right turns,
Summary
The proposed crude oil terminal is not projected to impact peak hour traffic operations on the surrounding
roadway network. Traffic operational analysis indicates that 1-25, U585, WCR 126, and the site access
intersection will operate at acceptable levels of service and the additional site generated traffic creates minimal
impact to the existing peak hour traffic operations near the site. No changes to the existing
roadway/intersection lane geometry are recommended with the construction of the terminal. These results are
consistent with the results of the previous traffic analysis conducted in April 2010 for the site which are
summarized at the beginning of this memorandum.
• Page 4
Wilson & Company, Ina„ Engineers & Archtfncfs
tir
HIGHER
SHARED OWNERSHIP 'COLLABORATION
INTENSITY • DISCtPIIN E • SOLUTIONS
r 1 r
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- V 41''1
HCM 2010 TWSC
3: Access Road & WCR 126 1077/2013
Intersection Delay, slveh Is
Conflicting Pads. 4/hr 0 0 0 0 0 0
Stage 1 - - - - 23 -
2.848
Time blockod-Platoon, % - - -
4.148
848
Mov Capacity -2 Maneuver 791
2 - - - - 827
3.948
WCR 128/Assess 10/1/2013 Existing 2013 Synchro 8 Report
Page 1
HCM 2010 TWSC
3: Access Road & WCR 126 10/7/2013
Conflicting Pods, 8/hr 0 0 0 0 0 0
25
2.947 - 3.86 3.66
Mov Capacity -2 Maneuver - - - - 832 -
2 - - 874
WCR 126/Access 10/1/2013 Total 2013 Synchro 8 Report
Page 1
ANNUAL GROWTH RATES PER
WELD COUNTY 2045 TRANSPORTATION PLAN
4� T!
!PT7I.T
used in the Weld County 2035
Transportation Plan, as shown in Figure
25. Note that due to the FOCUS model
zone structure, the zones vary slightly
along WCR 73 and US 85. Figure 28
shows 2045 traffic projections for Weld
County, and Figure 30 shows truck
traffic forecasts for the County.
The traffic annual growth rate is
derived based on the FOCUS model
projected VMT growth rate between
the base year2015and 2045 by facility
type and subarea. Since the gravel
roads and subdivision roads are
beyond FOCUS model resolution, the
subarea level population growth rate
and subarea level VMT growth rate
were compared and the lessergrowth
rates were chosen as the growth rate
forgravel roads and subdivision roads.
Table 5 lists the derived compound
annual growth rate by facility type
and subarea.
Table 5: Subarea Growth Rates
Figure 25: Subarea Road Locations
SUBAREA2
b
" is
g
0 Ies
O
1 2 3 4 5 6 7 8
w Paved Arterial 2.63% 0.98% 3.52% 3.42% 3.05% 2.29% 2.97% 2.53%
Paved Collector 4.81% 1.26% 5.02% 2.61% 6.14% 5.18% 2.64% 3.17%
Paved Local 3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
Gravel Arterial 3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
Gravel Collector 3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
LL Gravel Local 3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
HCM INTERSECTION LOS ANALYSIS WORKSHEETS
HCM 6th TWSC Short Term 2023 Total AM
1: Primary Project Access & Weld County Road 126 01/06/2021
Intersection
Int Delay, slveh 4
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
1..
Traffic Vol, vehlh
27
13
23
11
8
14
Future Vol, vehlh
27
13
23
11
8
14
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
-
None
-
None
-
None
Storage Length
-
-
-
-
0
-
Veh in Median Storage,
# 0
-
-
0
0
Grade, %0
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
50
60
60
50
70
70
Mvmt Flow
29
14
25
12
9
15
Major/Minor Majorl
Major2
Minorl
Conflicting Flow All 0
0 43
0 98
36
Stage 1 -
- -
- 36
-
Stage2 -
- -
- 62
-
Critical Hdwy -
- 4.7
- 7.1
6.9
Critical Hdwy Stg 1 -
- -
- 6.1
-
Critical Hdwy Stg 2 -
- -
- 6.1
-
Follow-up Hdwy -
- 2.74
- 4.13
3.93
Pot Cap -1 Maneuver -
- 1263
- 760
872
Stage 1 -
- -
- 837
-
Stage2 -
- -
- 813
-
Platoon blocked, % -
-
-
Mov Cap -1 Maneuver -
- 1263
- 745
872
Mov Cap -2 Maneuver -
- -
- 745
-
Stage1 -
- -
- 837
-
Stage 2 -
- -
- 797
-
Approach EB WB NB
HCM Control Delay, s 0 5.3 9.5
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (vehlh) 821 - - 1263 -
HCM Lane VIC Ratio 0.029 - - 0.02 -
HCM Control Delay (s) 9.5 - - 7.9 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0.1 -
Kiewit Carr Mine Project Synchro 10 Report
REC Page 1
HCM 6th TWSC Short Term 2023 Total PM
1: Primary Project Access & Weld County Road 126 01/06/2021
Intersection
Int Delay, slveh 4.4
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
1..
Traffic Vol, vehlh
24
9
17
20
13
23
Future Vol, vehlh
24
9
17
20
13
23
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
-
None
-
None
-
None
Storage Length
-
-
-
-
0
-
Veh in Median Storage,
# 0
-
-
0
0
Grade, %0
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
50
60
60
50
60
60
Mvmt Flow
26
10
18
22
14
25
Major/Minor Majorl
Major2
Minorl
Conflicting Flow All 0
0 36
0 89
31
Stage 1 -
- -
- 31
-
Stage2 -
- -
- 58
-
Critical Hdwy -
- 4.7
- 7
6.8
Critical Hdwy Stg 1 -
- -
- 6
-
CriticalHdwy Stg 2 -
- -
- 6
-
Follow-up Hdwy -
- 2.74
- 4.04
3.84
Pot Cap -1 Maneuver -
- 1271
- 788
899
Stage 1 -
- -
- 861
-
Stage2 -
- -
- 836
-
Platoon blocked, % -
-
-
Mov Cap -1 Maneuver -
- 1271
- 777
899
Mov Cap -2 Maneuver -
- -
- 777
-
Stage1 -
- -
- 861
-
Stage 2 -
- -
- 824
-
Approach EB WB NB
HCM Control Delay, s 0 3.6 9.4
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (vehlh) 851 - - 1271 -
HCM Lane VIC Ratio 0.046 - - 0.015 -
HCM Control Delay (s) 9.4 - - 7.9 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -
Kiewit Carr Mine Project Synchro 10 Report
REC Page 1
HCM 6th TWSC Long Term 2040 Total AM
1: Primary Project Access & Weld County Road 126 01/06/2021
Intersection
Int Delay, slveh 3.6
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
1..
Traffic Vol, veh/h
47
16
27
19
11
18
Future Vol, vehlh
47
16
27
19
11
18
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
-
None
-
None
-
None
Storage Length
-
-
-
-
0
-
Veh in Median Storage,
# 0
-
-
0
0
Grade, %0
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
50
60
60
50
70
70
Mvmt Flow
51
17
29
21
12
20
Major/Minor Majorl
Major2
Minorl
Conflicting Flow All 0
0 68
0 139
60
Stage 1 -
- -
- 60
-
Stage2 -
- -
- 79
-
Critical Hdwy -
- 4.7
- 7.1
6.9
Critical Hdwy Stg 1 -
- -
- 6.1
-
Critical Hdwy Stg 2 -
- -
- 6.1
-
Follow-up Hdwy -
- 2.74
- 4.13
3.93
Pot Cap -1 Maneuver -
- 1234
- 717
844
Stage 1 -
- -
- 815
-
Stage2 -
- -
- 798
-
Platoon blocked, % -
-
-
Mov Cap -1 Maneuver -
- 1234
- 700
844
Mov Cap -2 Maneuver -
- -
- 700
-
Stage1 -
- -
- 815
-
Stage 2 -
- -
- 779
-
Approach EB WB NB
HCM Control Delay, s 0 4.7 9.8
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (vehlh) 783 - - 1234 -
HCM Lane VIC Ratio 0.04 - - 0.024 -
HCM Control Delay (s) 9.8 - - 8 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0.1 -
Kiewit Carr Mine Project Synchro 10 Report
REC Page 1
HCM 6th TWSC Long Term 2040 Total PM
1: Primary Project Access & Weld County Road 126 01/06/2021
Intersection
Int Delay, slveh 3.9
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
1..
Traffic Vol, vehlh
41
12
21
34
16
27
Future Vol, vehlh
41
12
21
34
16
27
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
-
None
-
None
-
None
Storage Length
-
-
-
-
0
-
Veh in Median Storage,
# 0
-
-
0
0
Grade, %0
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
50
60
60
50
60
60
Mvmt Flow
45
13
23
37
17
29
Major/Minor Majorl
Major2
Minor1
Conflicting Flow All 0
0 58
0 135
52
Stage 1 -
- -
- 52
-
Stage2 -
- -
- 83
-
Critical Hdwy -
- 4.7
- 7
6.8
Critical Hdwy Stg 1 -
- -
- 6
-
CriticalHdwy Stg 2 -
- -
- 6
-
Follow-up Hdwy -
- 2.74
- 4.04
3.84
Pot Cap -1 Maneuver -
- 1245
- 739
874
Stage 1 -
- -
- 841
-
Stage2 -
- -
- 813
-
Platoon blocked, % -
-
-
Mov Cap -1 Maneuver -
- 1245
- 725
874
Mov Cap -2 Maneuver -
- -
- 725
-
Stage1 -
- -
- 841
-
Stage 2 -
- -
- 798
-
Approach EB WB NB
HCM Control Delay, s 0 3 9.7
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (vehlh) 812 - - 1245 -
HCM Lane VIC Ratio 0.058 - - 0.018 -
HCM Control Delay (s) 9.7 - - 7.9 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.1 -
Kiewit Carr Mine Project Synchro 10 Report
REC Page 1
SIMTRAFFIC QUEUING ANALYSIS WORKSHEETS
Queuing and Blocking Report
Short Term 2023 Total AM
Intersection: 1: Primary Proiect Access & Weld Cou
Movement
WB
NB
Directions Served
LT
LR
Maximum Queue (ft)
26
74
Average Queue (ft)
1
25
95th Queue (ft)
8
66
Link Distance (ft)
2698
1067
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Road 126
Short Term 2023 Total AM
01/06/2021
Kiewit Carr Mine Project SimTraffic Report
REC Page 1
Queuing and Blocking Report
Short Term 2023 Total PM
Intersection: 1: Prima
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Pro
NB
LR
73
35
73
1067
Access & Weld County Road 126
Short Term 2023 Total PM
1/06/2021
Kiewit Carr Mine Project SimTraffic Report
REC Page 1
Queuing and Blocking Report Long Term 2040 Total AM
Long Term 2040 Total AM 01/06/2021
Intersection: 1: Prima
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (A)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Kiewit Carr Mine Project
REC
Proiect Access & Weld County Road 126
NB
LR
63
41
76
1067
SimTraffic Report
Page 1
Queuing and Blocking Report Long Term 2040 Total PM
Long Term 2040 Total PM 01/06/2021
Intersection: 1: Prima
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Kiewit Carr Mine Project
REC
Proiect Access & Weld County Road 126
NB
LR
73
34
75
1067
SimTraffic Report
Page 1
Will
I_I.-;:UEEn[Ac COMPANY
customers
access
site all
December 16, 2020
hours or
are there
Mr. Stephen Ceiesa
set
Kiewit Corporation
business
160 Inverness Drive West 11110
hours?
Englewood. CO 0112
SUBJECT: KIEWIT CARR SAND & GRAVEL MINE PROJECT TRAFFIC IMPACT STUDY,
WELD COUNTY, CO (RICK ENGINEERING COMPANY JOB NUMBER 1.6750-F)
Dear Mr. Ceresa:
The following study has been prepared tc determine any traffic -related impacts associated with the
proposed Kiewir Carr Sand & GraveI Mine Project, which consists of a dry mine pit operation on a 640-
aue sue. The project is Iucaled just east of Cututly Ruad 23, appuximtately Iwo miles southeast of Ilie
community of Carr in Weld County, Colorado. Exhibit l illustrates the regional project sic snap,
PROJECT DESCRIPTION
The Kiewit Carr Saud & Gravel Mine Project proposes to operate a dry mine pit that will be mining an
estimated 500.000 tons of sand and gravel per year. The mine would operate 24 hours per day. seven days
per week. There are expected to be three employee shifts over a 24 -hour period: from 12:00 AM to 8:00
AM. from S:O0 AM to 4:00 PM. and from 4:00 PM to 12:00 AM. It is anticipated that a rnaxinrum of seven
employees would he on -site at any one time, The highest number of employee vms are exuectedur
at the beghu iii rd end nf ae1i is the "per day"
should say "vehicle trips" I meaning per 24
It isanticipa ess ileperdayand hours? er
car ronmdtrips per day. Approximately 50 (TIER tractdLtt.iler trucks 'h.o d ace hl
material away from the site, for a. total of 100 truck roun�7,rrr_ps er day Excavators and loaders would
The trailic cuuuts collected on Weld Cutwiy Road 126 revealed tLe lulluwiug heavy vehicle percentage,
daring die AM and PM peak Lotus:
AM Peak Hour (7: . _ Atv1-
• Eastbo d- 14%
• Weslbmi : 149'0 268 X.14 = 38 heavy vehicles Does this include
268 X.c9 = 24 heavy vehicles the traffic using
PM Peak Hour (3:30-4:30 PMJ the same
• Eastbound8% proposed access
• Westbound: 9% point?
The heavy vehie]e percentages shuwu abo a were applied lu the wleisecliou upeialiuus mralyeis lur Ilre
AM and PT? leak hoiirq_
The traffic aunts collected on 'Weld Cawtty Road 120 revealed no heavy vehicles during either the AM or
PM peak hours
7 employes per
TRIP GE\ERATION, TRIP DISTRIBUTION AND TRIP _ - L1
shift and 3 shifts
es per day??
The lip generation lur theprojecl was calculated ha re m1on1n.a'LLprovn1edby the prulecl applicaul
in the kleweir CnrSar;,i & Gtrare?Pin Jd Ccxrah earni:.4ppi;eariorr (October 2020) It is anticipated
th 0 asseuger cars ,x mild acres the site peiad wmild make a total of 20 passenger car roundtrips
per day Approximately SO OTIt. tractor -trailer trucks would access the site per day to haul material away
from the site, for a total of 1(R) buck to per day. day = 24 hours?
Table 1 summarizes the estimated trip generation for the proposed project. As drawn table 1, the project
is anticipated to gerherak a !u i1 ul appwxirualely 120 Imps per day.
It is expect rhar S employee tops and 10 trucIEwii during the AM and PM peals horns
during the employ'in c s - . ) and (3:3 M}, Table 1 also shows a total of 18
trip¢ during the AM and PM Penh hour (9 inbound trips, 9 out
nd NOW' IS thl5 14'%0?
Rn;cd on the estimated number ofpaRsenger car and heavy truck trips as Rheum in Table 1 a heavy vehicle
percentage of 51% was calculated for the project traps during the AM and PM peak hours, which was
ENCmEERING CQMrA.NY
Re -assess and
revise. Review of
CR 126 will
continue upon
receipt of
SHORT-TERM BACKGROUND (2023) TRAFFIC VOLUMES revision.
The Short -Tenn Background (2023) traffic voliunes reflect three (3) years of traffic g wth from 2020 to
2023, and were developed based on animal growth rates that were derived from the fo cast growth of the
study area roadways according to the Weld County Traffic Model. The Weld County 045 Transpol•tation
Plan Appendix A provides a Traffic Model Roadway Inventory. The Weld C'ott" , 045 Transportation
Plan also provides annual growth rates by subarea within the County based on ro ° type. which was
applied to any roadway not inchlded in the Traffic Model Roadway Inventory.
The Traffic Model Roadway Inventory shows a forecpthiaily traffic volume of 5,220 oh Weld County
Road 126 by the year 2045. An annual linear growth r of 73.9% was calculated has n the forecast
growth in traffic on Weld County Road 126 from existing (2020) con i .ions o f e year 2045, as the existing
rlail%r traffic• irnlrinp is A ornitr lr fartnr r fl. rtirltr three ve r"C of trnffir cr"naa.-tli frnm ?07f1 to 7O? -A 3uac.
ENo!NEFIuN COMPANY
for°P4'sre sight distance
determinations
adjusted for roadv;, ay
grade and horizontal
curves?
Intersection corner sight distance was evaluated from the northbound approach of ti
126 and Prima r F Proj
exceeds the minimum
.HT .4 Pot/c° on
ect Access Road intersection to determine if the available I
intersection comer sight distance neerded based on the 85± Pt
Geometric Dign o� f ` i , r'ahvs and .S`w'eets ,th Edition. 2018
December 16, 2020
Mr. Stephen Cores
Kicwit Corporation
160 Inverness Drive West #110
Englewood, CO 80112
SUBJECT: KIEWIT CARR SAND & GRAVEL MINE PROJECT TRAFFIC IMPACT STUDY,
WELD COUNTY, CO (RICK ENGINEERING COMPANY JOB NUMBER 16750-F)
Dear Mr. Ccresa:
The following study has been prepared to determine any traffic -related impacts associated with the
proposed Kicwit Carr Sand & Gravel Mine Project, which consists of a dry mine pit operation on a 640 -
acre site. The project is located just cast of County Road 23, approximately two miles southeast of the
community of Carr in Weld County, Colorado. Exhibit 1 illustrates the regional project vicinity map.
PROJECT DESCRIPTION
The Kicwit Carr Sand & Gravel Mine Project proposes to operate a dry mine pit that will be mining an
estimated 500,000 tons of sand and gravel per year. The mine would operate 24 hours per day, seven days
per week. There arc expected to be three employee shifts over a 24 -hour period: from 12:00 AM to 8:00
AM, from 8:00 AM to 4:00 PM, and from 4:00 PM to 12:00 AM. It is anticipated that a maximum of seven
employees would be on -site at any one time. The highest number of employee trips are expected to occur
at the beginning and end of each shift.
It is anticipated that 10 passenger cars would access the site per day and would make a total of 20 passenger
car roundtrips per day. Approximately 50 OTR tractor -trailer trucks would access the site per day to haul
material away from the site, for a total of 100 truck roundtrips per day. Excavators and loaders would
operate internally within the mine.
The shipping of materials would occur on Weld County Road (WCR) 23, WCR 120, WCR 124, and WCR
126. WCR 23, WCR 124 and WCR 120 are currently unpaved and would remain unpaved with the proposed
mining operation. The prejeet would take primary access from WCR 126 to the north of the site, and would
take secondary access from WCR 120 to the south of the site.
According to the project applicant, Weld County Road 126 to U.S. Highway 85 would serve as the primary
transportation route for the project. Weld County Road 126 to Interstate 25 would serve as a secondary
transportation route, and Weld County Road 120 to Highway 85 would serve as a tertiary transportation
route.
Exhibit 2 illustrates the project site plan.
5600 Friars Road • San Diego, California 921 10-?59fi • D19) 291-arer • www_rickenaineering.com
SAN DIEGO RIVERSIDE ORANGE SACRAMENTO SAN LUIS ORISPO LAS VEGAS DENVER PHOENIX TUCSON
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EXHIBIT 2
PROJECT SITE PLAN
KIEWIT CARR MINE PROJECT
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EXISTING ROADWAY CONDITIONS
The following is a brief description of the roadways within the study area as identified in the Weld County'
2045 Transportation Plan (November 9, 2020):
Weld County Road 126 is classified as a Collector in the Weld County= 2045 Transportation Plan. It serves
as a two-lane undivided roadway with painted shoulders that runs cast -west. The posted speed limit on the
roadway is 55mph. There are no bike lanes and street parking is prohibited. Primary access to the project
site would be provided from Weld County Road 126 via an existing unpaved private road that runs north -
south and intersects Weld County Road 126 immediately west of the bridge across Lone Tree Creek.
Weld County Road 124 is not classified in the Weld County 2045 Transportation Plan. It serves as a two-
lane undivided dirt roadway that runs cast -west between Weld County Road 17 and Weld County Road 23.
There is no posted speed limit and street parking is prohibited. Weld County Road 124 is discontinuous
across the Greeley Subdivision Rail Line located immediately cast of Weld County Road 21. The segment
of Weld County Road 124 cast of the Greeley Subdivision Rail Line connects to Weld County 23, which
transitions to a north -south direction and provides access to the project site.
Weld County Road 23 is not classified in the Weld County 2045 Transportation Plan. It serves as a two-
lane undivided dirt roadway that runs north -south and provides access to the project site via Weld County
Road 124 and Weld County Road 120. There is no posted speed limit and street parking is prohibited.
Weld County Road 120 is a classified as a Gravel Local in the Weld County 2045 Transportation Plan. It
serves as a two-lane undivided gravel roadway that runs cast -west. There is no posted speed limit and street
parking is prohibited. Secondary access to the project site would be provided from Weld County Road 120
via Weld County Road 23, which intersects Weld County Road 120 to the south of the project site.
EXISTING TRAFFIC VOLUMES
Traffic counts were collected over a 24 -hour period on Tuesday, December 1, 2020 on Weld County Road
126 along the main project transportation route cast of the unpaved private road that wouldprovide primary
access to the project site. Traffic counts were also collected during the same time period along Weld County
Road 120, which would provide secondary access to the project site. The traffic counts collected for the
project are provided in Appendix A following this report.
Exhibit 3 illustrates the existing average daily traffic (ADT) volumes and eastbound/westbound traffic
volumes during the AM and PM peak hours on Weld County Road 126 and Weld County Road 120. Based
on the information provided by the project applicant for the employee shift changes, the highest number of
project trips are expected to occur between 7:30 and 8:30 AM and between 3:30 and 4:30 PM. Therefore,
the existing traffic volumes during these project peak hours arc used for the intersection operations analysis.
The traffic counts were collected by vehicle classification type to determine the existing percentages of
heavy vehicles on the roadways. FHWA Vehicle Classification 46 (Single -Unit 3 -Axle Trucks) and higher
were counted as heavy vehicles for the purpose of this study.
Alewit Carr Sand & Gravel Mine Project TIS December 16, 2020
Page 4 of 24
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The traffic counts collected on Weld County Road 126 revealed the following heavy vehicle percentages
during the AM and PM peak hours:
AM Peak Hour (7:30-8:30 AM
• Eastbound: 14%
+ Westbound: 14%
PM Peak Hour (3:30-4:30
+ Eastbound: 8%
• Westbound: 9%
The heavy vehicle percentages shown above were applied to the intersection operations analysis for the
AM and PM peak hours.
The traffic counts collected on Weld County Road 120 revealed no heavy vehicles during either the AM or
PM peak hours.
TRIP GENERATION, TRIP DISTRIBUTION AND TRIP ASSIGNMENT
The trip generation for the project was calculated based on the information provided by the project applicant
in the Kiewit Carr Sand & Gravel Pit Weld County USR Permit Application (October 2020). It is anticipated
that 10 passenger cars would access the site per day and would make a total of 20 passenger car roundtrips
per day. Approximately 50 OTR tractor -trailer trucks would access the site per day to haul material away
from the site, for a total of 100 truck roundtrips per day.
Table 1 summarizes the estimated trip generation for the proposed project. As shown in Table 1, the project
is anticipated to generate a total of approximately 120 trips per day.
It is expected that 8 employee trips and 10 truck trips would occur during the AM and PM peak hours
during the employee shift changes (7:30-8:30 AM) and (3:30-4:30 PM). Table 1 also shows a total of 18
trips during the AM and PM peak hour (9 inbound trips, 9 outbound trips).
Based on the estimated number of passenger car and heavy truck trips as shown in Table 1, a heavy vehicle
percentage of 55% was calculated for the project trips during the AM and PM peak hours, which was
applied to the intersection operations analysis.
The project trips were distributed based on the following information provided by the project applicant in
the Kiewit Carr Sand & Gravel Pit Weld County USR Permit Application:
+ Weld
County
Road
126
East
to U.S. Highway
85: 80%
• Weld
County
Road
126
West
to Interstate 25:
18%
+ Weld
County
Road
120
East
to U.S. Highway
85: 2%
Project trips were assigned to the study area roadways based on the distribution percentages shown above.
Exhibit 4 illustrates the trip distribution percentages, daily project trips, and project turning movement trips
during the peak hours.
Kiewit Carr Sand & Gravcl Mine Project 115 December 16, 2020
Page 6 of 24
TABLE 1
PROJECT TRIP GENERATION
Kiewit Carr Sand & Gravel Minc Project T1S
December 16, 2020
Page 7 of 24
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SHORT-TERM BACKGROUND (2023) TRAFFIC VOLUMES
The Short -Term Background (2023) traffic volumes reflect three (3) years of traffic growth from 2020 to
2023, and were developed based on annual growth rates that were derived from the forecast growth of the
study area roadways according to the Weld County Traffic Model. The Weld County 2045 Transportation
Plan Appendix A provides a Traffic Model Roadway Inventory. The Weld County 2045 Transportation
Plan also provides annual growth rates by subarea within the County based on roadway type, which was
applied to any roadway not included in the Traffic Model Roadway Inventory.
The Traffic Model Roadway Inventory shows a forecast daily traffic volume of 5,220 on Weld County
Road 126 by the year 2045. An annual linear growth rate of 73.9% was calculated based on the forecast
growth in traffic on Weld County Road 126 from existing (2020) conditions to the year 2045, as the existing
daily traffic volume is 268. A growth factor reflecting three years of traffic growth from 2020 to 2023 was
applied to the existing daily and AM/PM peak hour traffic volumes to derive the Short -Term Background
(2023) traffic volumes on Weld County Road 126. Weld County Road 120 is not included in the Traffic
Model Roadway Inventory; therefore, the annual growth rate by subarea and roadway type (1.55% based
on Subarea 8 for a Gravel Local roadway) was utilized to derive the Short -Term Background (2023) traffic
volume on Weld County Road 120.
The forecast model volumes per Weld County 2045 Transportation Plan Appendix A and the annual growth
rates by subarea based on roadway type are provided in Appendix B following this report. Exhibit 5 shows
the Short -Term Background (2023) traffic volumes.
SHORT-TERM BACKGROUND (2023) PLUS PROJECT TRAFFIC VOLUMES
The Short -Term Background (2023) Plus Project traffic volumes were calculated by adding trips generated
by the proposed project to the Short -Term Background (2023) traffic volumes. Exhibit 6 illustrates the
Short -Term Background (2023) Plus Project traffic volumes.
LONG-TERM BACKGROUND (2040) TRAFFIC VOLUMES
The Long -Term Background (2040) traffic volumes reflect 20 years of traffic growth from 2020 to 2040,
and as previously described, the Traffic Model Roadway Inventory shows a forecast daily traffic volume
of 5,220 on Weld County Road 126 by the year 2045. An annual linear growth rate of 73.9% was calculated
based on the forecast growth in traffic on Weld County Road 126 from existing (2020) conditions to the
year 2045, as the existing daily traffic volume is 268. A 20 -year linear growth factor based on the annual
growth rate was applied to the existing daily and AM/PM peak hour traffic volumes on Weld County Road
126 to derive the Long -Term Background (2040) traffic volumes.
Weld County Road 120 is not included in the Traffic Model Roadway Inventory; therefore, the annual
growth rate by subarea and roadway type (1.55% based on Subarea 8 for a Gravel Local roadway) was
applied over 20 years to the existing daily and AM/PM peak hour traffic volumes on Weld County Road
120 to dcrivc the Long -Term Background (2040) traffic volumes.
Exhibit 7 illustrates the Long -Term Background (2040) traffic volumes.
Kicwit Carr Sand & Gravcl Minc Project TIS December 16, 2020
Page 9 of 24
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LONG-TERM BACKGROUND (2023) PLUS PROJECT TRAFFIC VOLUMES
The Long -Term Background (2040) Plus Project traffic volumes were calculated by adding trips generated
by the proposed project to the Long -Term Background (2040) traffic volumes. Exhibit 8 illustrates the
Long -Term Background (2040) Plus Project traffic volumes.
ROADWAY SEGMENT ANALYSIS
A roadway segment analysis was performed for the study segment of Weld County Road 126 between the
Primary Project Access Road and U.S. Highway 85 based on the daily volume -to -capacity (V/C)
methodology as described in the Weld County 2045 Transportation Plan. Weld County Road 120 and other
roadways in the study area were not analyzed because they are either unclassified in the Weld County 2045
Transportation Plan or there is no daily capacity threshold associated with the roadway.
The daily capacity of the study segment of Weld County Road 126,
Collector, is cstimatcd to be 14,400 vehicle trips per day according to the
in Appendix A of the Weld County 2045 Transportation Plan. Level
based on the V/C ratio of the study roadway segment. Below are the LO
described in the Weld County 2045 Transportation Plan:
• LOS
A:
V/C
Ratio
<0.6
• LOS
B:
V/C
Ratio
0.6
0.7
• LOS
C:
V/C
Ratio
0.7 —
0.8
• LOS
D:
V/C
Ratio
0.8
0.9
• LOSE:
V/C
Ratio
0.9 —
1.0
• LOS
F:
V/C
Ratio
>1.0
which is classified as a two-lane
Traffic Model Roadway Inventory
of service (LOS) was determined
S thresholds based on V/C ratio as
As stated
in
the Weld
County 2045
Transportation Plan, Weld County strives to attain LOS C or better on
roadways
in
rural areas such as the
study area
in which the project site is located.
Table
2 summarizes the results of the roadway segment
analysis based on the
methodology and thresholds
as described
above. As shown, the study segment of Weld County Road 126
currently operates at LOS A
based
on the existing daily traffic volume and estimated
daily capacity for a Collector roadway.
Table 2 also shows that the study segment of Weld County Road 126 is forecast to continue operating at
LOS A under the Short -Term Background (2023) and Long -Term Background (2040) scenarios, and would
continue to operate at LOS A under the Short -Term Background (2023) Plus Project and Long -Term
Background (2040) Plus Project scenarios.
Kicwit Carr Sand & Gravcl Minc Project TIS December 16, 2020
Page 13 of 24
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TABLE 2
ROADWAY SEGMENT OPERATIONS
�•71IWiXtIXtkIMiI
Existing (2020) Conditions
i
Weld
County
Road
126,
from
Project
Access
to
U.S.
Highway
85
2 -Lane Collector
14,400
268
0.019
A
Short -Term Background (2023) Conditions
Weld
County
Road
126,
from
Project
Access
to
U.S.
Highway
85
2 -Lane Collector
14,400
862
0.060
A
Short -Term
Background (2023) Plus Project Conditions
Weld
County
Road
126,
from
Project
Access
to
U.S.
Highway
85
2 -Lane Collector
14,400
958
0.067
A
Long -Term Background (2040) Conditions
Weld
County
Road
126,
from
Project
Access
to
U.S.
Highway
85
2 -Lane Collector
14,400
4,230
0.294
A
Long -Term
Background (2040) Plus Project Conditions
Weld
County
Road
126,
from
Project
Access
to
U.S.
Highway
85
2 -Lane Collector
14,400
4,326
0.300
A
FOOTNOTES:
a. Roadway volume capacity and classification based on Weld County 2045 Transportation Plan (November 9, 2020)
b. Volume to Capacity ratio.
c. Level of Service.
Kiewit Carr Sand & Gravel Mine Project TIS Dcccmbcr 16, 2020
Page 15 of 24
INTERSECTION OPERATIONS ANALYSIS
The intersection of Weld County Road 126 and the Primary Project Access Road (existing unpaved private
road west of Lone Tree Creek Bridge) was evaluated during the AM and PM peak hours (7:30-8:30 AM
and 3:30-4:30 PM) under the Short -Term Background (2023) Plus Project and Long -Term Background
(2040) Plus Project scenarios.
The Weld County Road 120 and Weld County Road 23 intersection that would provide secondary access
to the project site was not analyzed because only 2% of project trips would distribute to that intersection
and zero project trips were calculated to occur during the peak hours. However, AM/PM peak hour through
volumes through the Weld County Road 120 and Weld County Road 23 intersection are illustrated in all
exhibits in this study for informational purposes.
Intersection operations were analyzed with Synchro 10 software (Trafficware) utilizing the methodologies
outlined in the Highway Capacity Manual b" Edition (HCM 6). Synchro reports delays, which correspond
to a particular LOS, to describe the overall operation of an intersection. Below are the LOS thresholds
based on delay at unsignalized intersections, which are also described in the Weld County 2045
Transportation Plan:
• LOS
A:
<10
seconds
• LOS
B:
X10
seconds
and
<15
seconds
• LOS
C:
X15
seconds
and
<25
seconds
• LOS
D:
>25
seconds
and
<35
seconds
• LOS
E:
>35
seconds
and
<50
seconds
• LOS F: >50 seconds
As stated
in
the Weld
County 2045
Transportation Plan, Weld County strives to attain LOS C or better on
roadways
in
rural areas such as the
study area in which the project site is located.
The Weld County Road 126 and Primary Project Access Road intersection is one-way stop controlled on
the minor -street approach (Primary Project Access Road). Weld County Road 126 is uncontrolled through
the intersection and traffic is free -flowing. One traffic lane is provided all intersection approaches. Exhibit
9 illustrates the intersection lane and stop control configuration at the Weld County Road 126 and Primary
Project Access Road intersection.
The results of the intersection operations analysis for the Weld County Road 126 and Primary Project
Access Road intersection are provided in Table 3. Appendix C contains the HCM intersection analysis
worksheets for all analysis scenarios.
As shown in Table 3, the worst -movement delay (northbound left -turn) is 9.2 seconds at LOS A during
both the AM and PM peak hours under the Short -Term Background (2023) Plus Project scenario. Table 3
also shows that under the Long -Term Background (2040) Plus Project scenario, the worst -movement delay
(northbound left -turn) is 10.7 seconds at LOS B during both the AM and PM peak hours
Kiewit Carr Sand & Gravel Mine Project TIS December 16, 2020
Page 16 of 24
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TABLE 3
INTERSECTION OPERATIONS SUMMARY
Footnotes:
Results calculated utilizing the methodologies described in Chapter 20 in the 6th edition of the HCM
1) Delay is measured in seconds per vehicle.
2) Level of Service
(OWSC) = One -Way Stop Controlled
NB = Northbound, WB = Westbound, etc.
L = Left -turn movement, Through -Right lane movement group, LT = Left -Through movement group
Kicwit Carr Sand & Gravcl Minc Project T1S Dcccmbcr 16, 2020
Page 18 of 24
INTERSECTION QUEUING ANALYSIS
A queuing analysis was performed for the Weld County Road 126 and Primary Project Access Road
intersection during the AM and PM peak hours under the Short -Term Background (2023) Plus Project and
Long -Term Background (2040) Plus Project scenarios. The purpose of the queuing analysis was to
determine if the forecast queue lengths during the peak hours would require the need for dedicated left -turn
or right -turn lanes at any of the intcrscction approaches.
The SimTraffic application within the Synchro software program was used to conduct the queuing analysis
for the Weld County Road 126 and Primary Proj ect Access Road intersection. The queuing analysis results
are based on the 95th percentile queue lengths in feet for each approach or turning movement.
The results of the queuing analysis arc shown in Table 4. The SimTraffic queuing worksheets are provided
in Appendix D.
As shown in Table 4, the following 95th percentile queue lengths wcrc reported at the Weld County Road
126 and Primary Project Access Road intcrscction under the Short -Term Background (2023) Plus Project
scenario:
AM Pcak Hour
+ Northbound Approach (Left -Right): 34'
PM Peak Hour
i Northbound Approach (Left -Right): 40'
Under the Long -Term Background (2040) Plus Project scenario, the following 95th percentile queue lengths
were reported at the Weld County Road 126 and Primary Project Access Road intersection:
AM Peak Hour
+ Northbound Approach (Left -Right): 39'
• Westbound Approach (Left -Through): 43'
PM Peak Hour
• Northbound Approach (Lcft-Right): 32'
Kicwit Carr Sand & Gravcl Minc Project TIS December 16, 2020
Page 19 of 24
TABLE 4
INTERSECTION QUEUING ANALYSIS SUMMARY
'S P Is uSiiI
! fi.
NB-LR 34' 40' 39' 32'
Weld County Road 1261 (OWSC) EB-TR 0 0 0 0
Primary Project Access Road
WB-LT 0 0 43 0
Footnotes:
1) Existing lanes are shared movements and are currently not limited to a storage distance less than 1,000 ft.
2) Queue is equal to the 95th percentile queue length, in feet, based on SiesTraffic results.
(OWSC)=One-Way Stop Controlled
NB = Northbound, WB = Westbound, etc.
PR = Left -Right movement group, TN = Through -Right lane movement group, LT = Left -Through movement group
Kiewit Carr Sand & Gravel Mine Project TlS December 16, 2020
Page 20 of 24
SIGHT DISTANCE ASSESSMENT
Intersection corner sight distance was evaluated from the northbound approach of the Weld County Road
126 and Primary Project Access Road intersection to determine if the available line of sight meets or
exceeds the minimum intersection corner sight distance needed based on the 85th percentile speed per the
AASHTO A Policy on Geometric Design of Highways and Streets (7th Edition, 2018).
The minimum intersection corner sight distance needed at the Weld County Road 126 and Primary Project
Access Road intersection was determined based on the 85th percentile speed on Weld County Road 126.
Speed data on Weld County Road 126 near the Primary Project Access Road intersection was collected
along with the traffic counts to determine the 85th percentile speed. The speed data results showed that the
85th perccntilc speed in the eastbound direction of Weld County Road 126 is approximately 53 miles per
hour (MPH), and the 85th percentile speed in the westbound direction of Weld County Road 126 is
approximately 54 MPH.
The posted speed limit on Weld County Road 126 is 55 MPH, and because the posted speed limit is higher
than the measured 85th percentile speeds, the posted speed limit of 55 MPH was used to determine the
minimum intersection corner sight distance needed in looking in each direction of travel on Weld County
Road 126.
According to Table 9-7 of the AASHTO A Policy on Geometric Design of Highways and Streets (7th
Edition, 2018), the minimum intersection corner sight distance needed to make a left turn maneuver from
a stop, based on the 85th percentile speed of 55 MPH, is 610 feet.
Intersection corner sight distance looking in both directions of travel on Weld County 126 was measured
from the northbound approach of the Weld County Road 126 and Primary Project Access Road intersection.
The measurements revealed that the available sight distance looking west toward eastbound vchicics on
Weld County Road 126 is approximately 1,000 feet, and the available sight distance looking cast toward
westbound vehicles on Weld County Road 126 is approximately 1,800 feet.
The available line of sight is clear and unobstructed looking in both directions of travel on Weld County
126 from the northbound approach of the intersection. The terrain is flat looking in both directions, and
there are no vertical curves, trees, signs, or other objects obstructing line of sight. There is a slight horizontal
curve along Weld County 126 to the west of the Primary Project Access Road intcrscction but line of sight
looking west is not obstructed by the curvature of the road.
Exhibit 10 illustrates the available sight distance and minimum corner sight distance needed for vehicles
to make a left -turn from the northbound approach of the Weld County Road 126 and Primary Proj cct Access
Road intcrscction.
It is recommended that the project applicant ensure that the sight triangles at the Weld County Road 126
and Primary Project Access Road intcrscction as shown in Exhibit 10 are kept clear of obstructions
exceeding 36 inches in height.
Kicwit Carr Sand & Gravcl Mine Project TIS December 16, 2020
Page 21 of 24
15' DISTANCE FROM 1800' AVAILABLE
EDGE OF TRAVEL WAY SIGHT DISTANCE 7" ism
610' REQUIRED
SIGHT DISTANCE
FZO
26
0\3
1000' AVAILABLE tO CORNER SIGHT DISTANCE (CSD)
SIGHT DISTANCE VV
SPEED CSD
(MPH)(FEET)
10 110
1/� 15 170
20 225
25 280 N
610' REQUIRED 30 335
SIGHT DISTANCE _ — _ 40 445
45 500
tTh 55 555
15' DISTANCE FROM
EDGE OF TRAVEL WAY i a 60 665
65 720
70 775
75 830
80 885
AASHTO 2018
• C) TABLE 9-7
I 1_i1
(n 320' I 60' 0 320
(!)
GRAPHIC SCALE 1"z 320'
EXHIBIT 10
CORNER SIGHT DISTANCE REQUIREMENTS
ENGINEERING COMPANY
KIEWIT CARR MINE PROJECT
vcp. rlckeng. com\pra ecisVC19000A19315_K1ewl+CcrrMlningATrafficAExhlt
vco. rlckena. com\pra ec+sVC19000A19315_Klewl+CcrrMlninq'TrafflcAExhlt
s
r
■- =INTERSECTION SIGHT TRIANGLE
LEGEND S -PASSENGER VEHICLE
-AVAILABLE SIGHT DISTANCE
-REQUIRED SIGHT DISTANCE
CONCLUSIONS AND RECOMMENDATIONS
Based on the information provided by the project applicant in the Kiewit Carr Sand & Gravel Pit Weld
County USR Permit Application (October 2020), the proposed project is estimated to generate 120 trips per
day, with 18 trips occurring during the AM peak hour and 18 trips occurring during the PM peak hour.
The results of the roadway segment analysis for Weld County 126 between the Primary Project Access
Road and U.S. Highway 85 showed that the segment is forecast to operate at LOS A under the Short -Term
Background (2023) Plus Project and Long -Term Background (2040) Plus Project scenarios. The analysis
results showed that the Weld County Road 126 study segment would meet Weld County's criteria of LOS
C or better with the addition of traffic generated by the proposed project. Thcrcfore, no roadway
improvements to increase capacity are recommended for Weld County 126 between the Primary Project
Access Road and U.S. Highway 85.
The results of the intcrscction operations analysis for the Weld County Road 126 and Primary Project
Access Road intersection showed that the worst -movement delay (northbound left -turn) is 9.2 seconds at
LOS A during both the AM and PM peak hours under the Short -Term Background (2023) Plus Project
scenario. The results also show that under the Long -Term Background (2040) Plus Project scenario, the
worst -movement delay (northbound left -turn) is 10.7 seconds at LOS B during both the AM and PM peak
hours.
The intersection operations analysis results showed that the Weld County Road 126 and Primary Project
Access Road intersection would meet Weld County's criteria of LOS C or better with the addition of traffic
generated by the proposed project. Therefore, no intersection improvements to improve LOS operations are
recommended for the Weld County Road 126 and Primary Project Access Road intersection.
The queuing analysis results for the Weld County Road 126 and Primary Project Access Road intersection
showed that 95th percentile queue lengths on the stop -controlled northbound approach would range from
32 feet to 40 feet during the peak hours under the Short -Term Background (2023) Plus Project and Long -
Term Background (2040) Plus Project scenarios. The queuing analysis results also showed that vehicular
queuing would occur on the uncontrolled westbound approach during the AM peak hour under the Long -
Term Background (2040) Plus Project scenario, with a 95th percentile queue length of 43 feet.
The 95t" percentile queue lengths reflect approximately one heavy vehicle at the intersection approaches
where queuing was reported to occur, based on the estimated 55% heavy vehicle project trips for the project
turning movements. Based on the queuing analysis results, the existing lane configuration and stop control
at the Weld County Road 126 and Primary Project Access Road intersection can accommodate the forecast
95t" percentile queues through the Long -Term Background (2040) Plus Project scenario. Therefore, no
intcrscction improvements to provide dedicated storage lanes arc recommended for the Weld County Road
126 and Primary Project Access Road intersection.
The intersection operations and queuing analysis results showed that the existing stop control at the Weld
County Road 126 and Primary Project Access Road intersection can accommodate the future traffic
volumes through the year 2040 with the proposed project. Therefore, a traffic signal was not considered
and no signal warrant analysis was conducted for this study.
Kicwit Carr Sand & Gravcl Minc Project TIS December 16, 2020
Page 23 of 24
The results of the sight distance assessment showed that adequate intersection corner sight distance is
currently provided looking in both directions of travel on Weld County Road 126 from the northbound
approach of the Weld County Road 126 and Primary Project Access Road intersection.
It is recommended that the project applicant avoid installing any signage or other objects exceeding 36
inches in height within the public right-of-way at the northwest and northeast corners of the Weld County
Road 126 and Primary Project Access Road intersection to ensure a clear line of sight for drivers exiting
the intersection.
If you have any questions regarding the results of this analysis, please contact me or David Mizell directly
at (619) 291-0707.
Sincerely,
RICK ENGINEERING COMPANY
Brian R. Stephenson, P.E., P.T.O.E.
R.C.E.#48708
Associate Principal
48708
Kicwit Carr Sand & Gravel Mine Project TIS December 16, 2020
Page 24 of 24
TRAFFIC VOLUME AND SPEED DATA
WELD COUNTY 126
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 2
5
Staticn ID: 2
6
Location 1: WCR 120 W.Q. US 85 Eastbound
7
Location 2:
8
9
Data
Time
Bikes
Cars &
Trailers
241e
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 AM
Double
5 Axle
Double
LoAM
Double
<6 AM
0MM
6 Axle
Mutt;
'6 Ael
Multi
TOTAL
10
12/112020
12:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
12/1/2020
12:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12
12!1/2020
12:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13
12/112020
12:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
14
12/112020
01:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
126112020
0115 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
121112020
01:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
17
12/1/2020
01:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
18
121112020
02:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
121112020
02:15AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
20
12/1/2020
02:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
121112020
02:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22
12/1}2020
03:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23
121112020
03:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
24
12/112020
03:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
25
1211/2020
0345 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
12/2(2020
04:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
28
121112020
04:30 AM
0
1
0
0
1
0
0
0
0
0
0
0
0
2
29
1211/2020
04:45 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
30
121112020
05:00 AM
0
0
0
0
1
0
0
0
0
0
0
0
0
1
31
12!112020
05:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
12/1/2020
05:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
33
12/112020
05:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
34
12/112020
06:00 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
35
12/112220
06:15 AM
0
1
0
0
1
0
0
0
0
0
0
0
0
2
36
121112020
06:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
37
1211/2020
06:45 AM
0
3
0
0
1
0
0
0
0
0
0
0
0
4
36
12/112020
07:00 AM
0
1
1
0
0
0
0
0
0
0
0
0
0
2
39
121112020
07:15 AM
0
3
0
0
1
0
0
0
0
0
0
0
0
4
40
12/112020
07:30 AM
0
4
0
0
0
0
0
0
0
1
0
0
0
5
41
123112020
07:45 AM
0
1
1
0
0
0
0
0
0
0
0
0
0
2
42
12/1/2020
08:00 AM
0
5
0
0
0
0
0
0
1
0
0
0
0
6
43
12/1/2020
08:15 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
44
12/112020
08:30 AM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
45
12/1/2020
08:45 AM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
46
12/1!2020
09:00 AM
0
3
1
0
0
0
0
0
0
0
0
0
0
4
47
121112020
09:15 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
48
12/112020
09:30 AM
0
4
0
0
0
0
0
0
0
0
0
0
0
4
49
1211/2020
09:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0410/2/2222
10:00 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
51
121112020
10:15 AM
0
2
1
0
0
0
0
0
0
0
0
0
0
3
52
121112020
10:30 AM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
53
121112020
10:45 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
54
1211/2020
11:00 AM
0
3
2
0
0
0
0
0
0
0
0
0
0
5
55
12/1/2020
11:15 AM
0
0
0
0
0
0
0
0
0
1
0
0
0
1
56
12/112020
11:30 AM
0
4
1
0
0
0
0
0
0
0
0
0
0
5
57
1211/2020
11:45 AM
0
5
0
0
0
0
0
0
0
0
0
0
0
5
58
1211/2020
12:00 PM
0
3
1
0
0
0
0
0
0
0
0
0
0
4
59
1211/2020
12:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
60
123112020
12:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
61
121112020
12:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
62
12/112020
01:00 PM
0
2
0
0
0
1
0
0
0
0
0
0
0
3
63
121112020
01:15 PM
0
1
2
0
0
0
0
0
0
0
0
0
0
3
64
12111020
01:30 PM
0
1
0
0
0
0
0
0
0
1
0
0
0
2
65
12/1/2020
01:45 PM
0
1
2
0
0
0
0
0
0
0
0
0
0
3
66
12/112020
02:00 PM
0
1
1
0
1
0
0
0
0
0
0
0
0
3
67
12/1/2020
02:15 PM
0
0
0
0
1
0
0
0
0
0
0
0
0
1
68
1211/2020
02:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
69
121112020
02:45 PM
0
5
0
0
1
0
0
0
0
0
0
0
0
6
70
12/112020
03:00 PM.
0
5
0
0
1
0
0
0
0
0
0
0
0
6
71
12/112022
03:15 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
72
12//2020
03:30 PM.
0
1
0
0
1
0
0
0
0
0
0
0
0
2
73
12/112020
03:45 PM
0
4
0
0
0
0
0
0
1
0
0
0
0
5
74
121112020
04:00 PM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
75
12/112020
04:15 PM
0
2
1
2
0
0
0
0
0
0
0
0
0
3
76
12/1/2020
04:30 PM
0
0
0
0
0
0
0
0
0
1
0
0
0
1
77
12/1/2020
04:45 PM
2
1
2
2
1
0
0
0
0
0
0
0
0
2
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 2
5
Station ID: 2
6
Location 1: WCR 126 W.Q. US 85 Eastbound
7
Location 2:
a
9
Date
Time
Bikes
Cars &
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Singte
4 Axle
Single
<5 Aid
Double
5 Aide
Double
>6 Axi
Double
<6 Aid
MLIN
6 Axle
Multi
e0Ant
Mutti
TOTAL
78
12/1/2020
05:00 PM
0
1
0
0
0
1
0
0
0
0
0
0
0
2
79
12/112020
05:15 PM
0
2
0
0
0
1
0
0
0
0
0
0
0
3
80
121112020
05:30 PM
0
1
0
0
0
1
0
0
0
0
0
0
0
2
81
121112020
05:45 PM
0
2
0
0
0
0
0
0
0
1
0
0
0
3
82
12/112020
05:00 PM
0
1
0
0
1
0
0
0
0
0
0
0
0
2
83
12/112020
06:15 PM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
84
12/112020
05:30 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
85
121112020
06:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
86
12/1/2020
07:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
87
121112020
07:15 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
88
12/112020
07:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
89
12/1/2020
07:45 PM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
90
12/112020
08:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
91
12/112020
08:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
92
12/112020
08:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
93
12/112020
08:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
94
121112020
09:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
95
121112020
09:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
10/0/2020
09:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
97
1211!2020
09:45 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
g8
1211/2020
10:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
99
121112020
10:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100
121112020
10:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101
121112020
10:45 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
102
121112020
11:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
103
1211/2020
11:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
104
121112020
11:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10512Ml0000
11:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
106
0
111
15
0
12
4
0
0
2
5
0
0
0
149
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 2
5
Staticn ID: 2
6
Location 1: WCR 120 W.Q. US 65 Westbound
7
Location 2:
6
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Aid
Double
5 Axle
Double
>8KM
Double
<6 Aid
Mu0i
6 Axle
Mutt;
>6 Atd
Multi
TOTAL
10
12/112020
12:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
12/1/2020
12:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12
12!1/2020
12:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13
12/112020
12:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
14
12/112020
01:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
126112020
01:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
121112020
01:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
17
12/1/2020
01:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
121112020
02:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
121112020
02:15AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
12/1/2020
02:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
121112020
02:45 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
22
12/1}2020
03:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23
121112020
03:15 AM
0
0
0
0
0
0
0
0
1
0
0
0
0
1
24
12/112020
03:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
25
1211/2020
03:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
12/2(2020
04:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
29
1211/2020
04:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
30
121112020
05:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
31
12!112020
05:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
12/1/2020
05:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
33
12/112020
05:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
34
12/112020
06:00 AM
0
2
1
0
0
0
0
0
0
0
0
0
0
3
35
12/1/2020
06:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
36
1211/2020
06:30 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
37
1211/2020
06:45 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
36
12/112020
07:00 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
39
121112020
07:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
40
12/112020
07:30 AM
0
4
0
0
0
0
0
0
0
0
0
0
0
4
41
123112020
07:45 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
42
12/1/2020
06:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
12/1/2020
08:15 AM
0
1
0
0
0
0
0
0
1
0
0
0
0
2
44
12/112020
06:30 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
45
12/1/2020
06:45 AM
0
2
1
0
0
0
0
0
0
0
0
0
0
3
46
12/1!2020
09:00 AM
0
4
0
0
1
0
0
0
0
0
0
0
0
5
47
121112020
09:15 AM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
46
12/112020
09:30 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
49
121112020
09:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0410/2/0202
10:00 AM
0
3
0
0
1
1
0
0
0
0
0
0
0
5
51
12!112020
10:15 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
52
121112020
10:30 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
53
121112020
10:45 AM
0
2
0
0
0
1
0
0
0
0
0
0
0
3
54
1211/2020
11:00 AM
0
0
0
0
0
0
0
0
1
0
0
0
0
1
55
12/1/2020
11:15 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
56
12/1/2020
11:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
57
1211/2020
11:45 AM
0
2
1
0
1
0
0
0
0
0
0
0
0
4
56
1211/2020
12:00 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
59
1211/2020
12:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
60
123112020
12:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
61
121112020
12:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
62
12/112020
01:00 PM
0
7
1
0
0
0
0
1
0
0
0
0
0
9
63
121112020
01:15 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
64
12111020
01:30 PM
0
1
0
0
0
0
0
0
1
0
0
0
0
2
65
12/1/2020
01:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
66
12/112020
02:00 PM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
67
12/1/2020
02:15 PM
0
2
0
0
1
0
0
0
0
0
0
0
0
3
66
1211/2020
02:30 PM
0
0
0
0
0
0
0
1
0
0
0
0
0
1
69
121112020
02:45 PM
0
2
0
0
1
0
0
0
0
0
0
0
0
3
70
12/1/2020
03:00 PM.
0
2
1
0
0
1
0
0
0
0
0
0
0
4
71
12/1/2022
03:15 PM
0
3
1
0
0
0
0
0
0
0
0
0
0
4
72
12//2020
03:30 PM.
0
2
0
0
0
0
0
0
0
1
0
0
0
3
73
12/112020
03:45 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
74
121112020
04:00 PM
0
4
0
0
0
0
0
0
0
0
0
0
0
4
75
12/112020
04:15 PM
0
1
0
0
1
0
0
0
0
0
0
0
0
0
76
12/1/2020
04:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
77
12/132020
04:45 PM
0
0
1
2
1
2
2
1
2
2
2
2
2
0
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 2
5
Staticn ID: 2
6
Location 1: WCR 120 W.Q. US 85 Westbound
7
Location 2:
8
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Aid
Double
5 Axle
Double
'6 Axl
Double
<6 Aid
MUNI
6 Axle
win
'6 Atd
Multi
TOTAL
78
12/112020
05:00 PM
0
3
0
0
0
0
0
0
0
0
0
0
0
3
79
1211/2020
05:15 PM
0
1
1
0
0
0
0
0
0
0
0
0
0
2
80
121112020
05:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
81
121112020
05:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
82
12/1/2020
06:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
83
121112020
06:15 PM
0
2
0
0
1
0
0
1
3
0
0
0
0
7
84
123112020
06:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
65
12/1/2020
06:45 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
86
12/112020
07:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
87
1211/2020
07:15 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
88
12/1/2020
07:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8912/1/2020
07:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
g0
12/112020
08:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
91
12/112020
08:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
92
12/112020
08:30 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
93
1211/2020
08:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
94
121112020
09:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
95
12/112020
09:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
12/112020
09:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
97
1211/2020
09:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
98
12/112020
10:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
412/1/2020
10:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100
12/1/2020
10:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
101
12/1/2020
10:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
102
1211/2020
11:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
103
1211/2020
11:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
104
1211/"2020
11:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
105
12/1/2020
11:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
106
0
86
110
0
8
3
0
4
7
1
0
0
0
110
All Traffic Data Services
www.alltrafficdata.net
Page 1
Date Start: 01 -Dec -20
Site Code: 2
Station ID: 2
WCR 126
W.O. US 85
EB
Start
Cars &
2 Axle
2 Axle
3 Axle
4 Axle
<5 Axl
5 Axle
>6 Axl
<6 Axl
6 Axle
>6 Axl
Time
Bikes
Trailers
Long
Buses
6 Tire
Single
Single
Double
Double
Double
Multi
Multi
Multi
Total
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
03:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
04:00
0
2
0
0
1
0
0
0
0
0
0
0
0
3
05:00
0
0
0
0
1
0
0
0
0
0
0
0
0
1
06:00
0
5
0
0
2
0
0
0
0
0
0
0
0
7
07:00
0
9
2
0
1
0
0
0
0
1
0
0
0
13
08:00
0
11
1
0
0
0
0
0
1
0
0
0
0
13
09:00
0
9
1
0
0
0
0
0
0
0
0
0
0
10
10:00
0
8
1
0
0
0
0
0
0
0
0
0
0
9
11:00
0
12
3
0
0
0
0
0
0
1
0
0
0
16
12 PM
0
3
1
0
0
0
0
0
0
0
0
0
0
4
13:00
0
5
4
0
0
1
0
0
0
1
0
0
0
11
14:00
0
6
1
0
3
0
0
0
0
0
0
0
0
10
15:00
0
11
0
0
2
0
0
0
1
0
0
0
0
14
16:00
0
6
1
0
1
0
0
0
0
1
0
0
0
9
17:00
0
6
0
0
0
3
0
0
0
1
0
0
0
10
18:00
0
6
0
0
1
0
0
0
0
0
0
0
0
7
19:00
0
5
0
0
0
0
0
0
0
0
0
0
0
5
20:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21:00
0
3
0
0
0
0
0
0
0
0
0
0
0
3
22:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Day
0
111
15
0
12
4
0
0
2
5
0
0
0
149
Total
Percent
0.0%
74.5%
10.1%
0.0%
8.1%
2.7%
0.0%
0.0%
1.3%
3.4%
0.0%
0.0%
0.0%
AM Peak
11:00
11:00
06:00
08:00
07:00
11:00
Vol.
12
3
2
1
1
16
PM Peak
Vol.
Grand
Total
Percent
15:00 13:00
11 4
14:00 17:00
3 3
15:00 13:00
1 1
15:00
14
0
111
15
0
12
4
0
0
2
5
0
0
0 149
0.0%
74.5% 10.1%
0.0%
8.1%
2.7%
0.0%
0.0%
1.3%
3.4%
0.0%
0.0%
0.0%
All Traffic Data Services
www.alltrafficdata.net
Page 2
Date Start: 01 -Dec -20
Site Code: 2
Station ID: 2
WCR 126
W.O. US 85
WB
Start
Cars &
2 Axle
2 Axle
3 Axle
4 Axle
<5 Axl
5 Axle
>6 Axl
<6 Axi
6 Axle
>6 Axl
Time
Bikes
Trailers
Long
Buses
6 Tire
Single
Single
Double
Double
Double
Multi
Multi
Multi
Total
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02:00
0
0
1
0
0
0
0
0
0
0
0
0
0
1
03:00
0
0
0
0
0
0
0
0
1
0
0
0
0
1
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
05:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
06:00
0
6
1
0
0
0
0
0
0
0
0
0
0
7
07:00
0
6
0
0
0
0
0
0
0
0
0
0
0
6
08:00
0
5
1
0
0
0
0
0
1
0
0
0
0
7
09:00
0
9
0
0
1
0
0
0
0
0
0
0
0
10
10:00
0
6
1
0
1
2
0
0
0
0
0
0
0
10
11:00
0
4
1
0
1
0
0
0
1
0
0
0
0
7
12 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
13:00
0
10
1
0
0
0
0
1
1
0
0
0
0
13
14:00
0
7
0
0
2
0
0
1
0
0
0
0
0
10
15:00
0
9
2
0
0
1
0
0
0
1
0
0
0
13
16:00
0
7
1
0
2
0
0
1
0
0
0
0
0
11
17:00
0
5
1
0
0
0
0
0
0
0
0
0
0
6
18:00
0
5
0
0
1
0
0
1
3
0
0
0
0
10
19:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
20:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
21:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Day
0
86
10
0
8
3
0
4
7
1
0
0
0
119
Total
Percent
0.0%
72.3%
8.4%
0.0%
6.7%
2.5%
0.0%
3.4%
5.9%
0.8%
0.0%
0.0%
0.0%
AM Peak
09:00
02:00
09:00
10:00
03:00
09:00
Vol.
9
1
1
2
1
10
PM Peak
Vol.
Grand
Total
Percent
13:00 15:00
10 2
14:00 15:00
2 1
13:00 18:00 15:00
1 3 1
13:00
13
0
86
10
0
8
3
0
4
7
1
0
0
0 119
0.0%
72.3%
8.4%
0.0%
6.7%
2.5%
0.0%
3.4%
5.9%
0.8%
0.0%
0.0%
0.0%
All Traffic Data Services Page 1
www.alltrafficdata.net
Date Start: 01 -Dec -20
Site Code: 2
Station ID: 2
WCR 126 W.O. US 85
Start
1
16
21
26
31
36
41
46
51
56
61
66
71
76
85th
95th
Time
15
20
25
30
35
40
45
50
55
60
65
70
75
999
Total
Percent
Percent
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
02:00
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
44
44
03:00
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
49
49
04:00
0
0
0
0
0
0
0
0
2
0
1
0
0
0
3
62
64
05:00
0
0
0
0
0
0
0
0
0
1
0
0
0
0
1
59
59
06:00
0
0
0
0
0
0
0
4
2
1
0
0
0
0
7
54
58
07:00
0
0
0
0
0
1
3
4
4
1
0
0
0
0
13
53
56
08:00
0
0
0
0
0
0
1
9
2
1
0
0
0
0
13
52
56
09:00
0
0
0
0
0
0
3
6
1
0
0
0
0
0
10
49
52
10:00
0
0
0
0
0
1
1
6
1
0
0
0
0
0
9
49
52
11:00
0
0
0
0
0
2
5
5
3
1
0
0
0
0
16
52
55
12 PM
0
0
0
0
0
0
3
1
0
0
0
0
0
0
4
47
48
13:00
0
0
0
0
0
1
1
7
1
0
1
0
0
0
11
51
62
14:00
0
0
0
0
0
0
2
2
4
2
0
0
0
0
10
56
58
15:00
2
0
0
0
0
2
5
2
2
1
0
0
0
0
14
52
56
16:00
1
0
0
0
0
0
1
2
4
0
1
0
0
0
9
54
62
17:00
0
0
0
0
0
0
2
3
5
0
0
0
0
0
10
53
54
18:00
1
0
0
0
0
3
1
2
0
0
0
0
0
0
7
47
49
19:00
0
0
0
0
0
0
1
2
2
0
0
0
0
0
5
53
54
20:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21:00
0
0
0
0
0
0
2
1
0
0
0
0
0
0
3
47
49
22:00
0
0
0
0
0
0
0
1
1
0
0
0
0
0
2
53
54
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
Percent 2.7% 0.0% 0.0% 0.0% 0.0% 6.7% 21.5% 38.9% 22.8% 5.4% 2.0% 0.0% 0.0% 0.0%
AM Peak
11:00
11:00
08:00
07:00
05:00
04:00
11:00
Vol.
2
5
9
4
1
1
16
PM Peak 15:00 18:00 15:00 13:00 17:00 14:00 13:00 15:00
Grand
4
0 0
0 0 10 32 58 34 8 3 0 0 0
Total
Percent
2.7%
0.0% 0.0%
0.0% 0.0% 6.7% 21.5% 38.9% 22.8% 5.4% 2.0% 0.0% 0.0% 0.0%
15th Percentile
: 41 MPH
50th Percentile
: 47 MPH
85th Percentile
: 53 MPH
95th Percentile
: 57 MPH
Statistics
10 MPH Pace Speed
: 45-54 MPH
Number in Pace
: 92
Percent in Pace
: 61.7%
Number
of Vehicles > 55 MPH
: 11
Percent
of Vehicles > 55 MPH
: 7.4%
Mean Speed(Average)
: 47 MPH
149
All Traffic Data Services Page 2
www.alltrafficdata.net
Date Start: 01 -Dec -20
Site Code: 2
Station ID: 2
WCR 126 W.O. US 85
Start
Time
1
15
16
20
21
25
26
30
31
35
36
40
41
45
46
50
51
55
56
60
61
65
66
70
71
75
76
999
Total
85th
Percent
95th
Percent
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
02:00
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
69
69
03:00
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
29
29
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
05:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
06:00
0
0
0
0
0
0
2
2
0
2
1
0
0
0
7
59
63
07:00
0
0
0
0
0
2
1
1
0
2
0
0
0
0
6
57
59
08:00
0
0
0
0
0
1
3
1
1
1
0
0
0
0
7
54
58
09:00
0
0
0
0
0
2
3
3
2
0
0
0
0
0
10
51
53
10:00
0
0
0
0
2
2
3
2
1
0
0
0
0
0
10
48
52
11:00
0
0
0
0
1
0
2
4
0
0
0
0
0
0
7
48
49
12 PM
0
0
0
0
0
0
1
0
1
0
0
0
0
0
2
53
54
13:00
0
0
0
0
0
1
2
5
4
1
0
0
0
0
13
53
56
14:00
1
0
0
0
0
0
1
3
2
3
0
0
0
0
10
57
59
15:00
0
1
0
0
0
2
4
2
4
0
0
0
0
0
13
52
54
16:00
0
0
0
0
0
3
1
2
3
1
1
0
0
0
11
56
62
17:00
0
0
0
0
0
0
2
3
1
0
0
0
0
0
6
50
53
18:00
0
0
0
0
0
3
3
2
1
0
1
0
0
0
10
52
62
19:00
0
0
0
0
0
0
1
0
0
0
1
0
0
0
2
63
64
20:00
0
0
0
0
0
0
0
0
0
2
0
0
0
0
2
59
59
21:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22:00
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
44
44
n�.nn
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
*
*
Total 1 1 0 1 3 16 30 30 20 12 4 1 0 0 119
Percent
0.8% 0.8% 0.0% 0.8%
2.5%
13.4%
25.2%
25.2%
16.8%
10.1%
3.4%
0.8% 0.0% 0.0%
AM Peak
Vol.
03:00
1
10:00
2
07:00
2
08:00
3
11:00
4
09:00
2
06:00
2
06:00
1
02:00 09:00
1 10
PM Peak
14:00
15:00
16:00
15:00
13:00
13:00
14:00
16:00
13:00
Vol.
1
1
3
4
5
4
3
1
13
Grand
1
1 0
1 3 16 30 30 20 12 4 1 0 0 119
Total
Percent
0.8%
0.8% 0.0%
0.8% 2.5% 13.4% 25.2% 25.2% 16.8% 10.1% 3.4% 0.8% 0.0% 0.0%
15th Percentile
: 38 MPH
50th Percentile
: 46 MPH
85th Percentile
: 54 MPH
95th Percentile
: 59 MPH
Statistics
10 MPH Pace Speed
: 41-50 MPH
Number in Pace
: 60
Percent in Pace
: 50.4%
Number
of Vehicles > 55 MPH
: 17
Percent
of Vehicles > 55 MPH
: 14.3%
Mean Speed(Average)
: 47 MPH
WELD COUNTY 120
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
2
Start Date: 121112020
3
Start Time: 12:00:00 AM
4
Site Code: 1
5
Staticn ID: 1
6
Location 1: WCR 120 E.Q. WCR 23 Eastbound
7
Location 2:
6
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
'6 Axl
Double
<6 Axl
0MM
6 Axle
Mull
'6 Atd
Multi
TOTAL
10
12/112020
12:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
12/1/2020
12:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12
12!1/2020
12:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13
121112020
12:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
14
121112020
01:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
1211/2020
01:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
121112020
01:30 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
17
12/1/2020
01:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
121112020
02:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
121112020
02:15AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
12/1/2020
02:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
121112020
02:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22
10112020
03:00 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
23
121112020
03:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
24
121112020
03:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
25
1211/2020
0345 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
12/2(2020
04:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
29
1211/2020
04:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
30
121112020
05:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
31
12!112020
05:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
12!112020
05:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
33
121112020
05:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
34
1O112020
06:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
35
1O112020
06:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
36
1O112020
06:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
37
1211/2020
06:45 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
36
121112020
07:00 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
39
121112020
07:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
40
1O112020
07:30 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
41
10112020
07:45 AM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
42
101/2020
06:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
101/2020
00:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
44
121112020
06:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
45
101/2020
06:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
46
101!2020
09:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
47
121112020
09:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
46
1O112020
09:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
49
10112020
09:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0212/2/2222
10:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
51
1O112020
10:15 AM
0
0
0
0
0
1
0
0
0
0
0
0
0
1
52
121112020
10:30 AM
0
1
1
0
0
0
0
0
0
0
0
0
0
2
53
10112020
10:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
54
1211/2020
11:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
55
101/2020
11:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
56
12/1/2020
11:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
57
1O1/2020
11:45 AM
0
4
0
0
0
0
0
0
0
0
0
0
0
4
56
10112020
12:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
59
101/2020
12:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
60
1O112020
12:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
61
121112020
12:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
62
12/112020
01:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
63
121112020
01:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
64
12111020
01:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
65
12/1/2020
01:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
66
12111020
02:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
67
121O2020
02:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
66
1211/2020
02:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
69
121112020
02:45 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
70
10112020
03:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
71
10112020
03:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
72
121/2020
03:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
73
12/112020
03:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
74
1O112020
04:00 PM
0
2
0
0
1
0
0
0
0
0
0
0
0
3
75
10112020
04:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
76
101/2020
04:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
77
10112020
04:45 PM
0
0
0
0
0
2
0
0
0
0
0
2
0
0
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 1
5
Staticn ID: 1
6
Location 1: WCR 120 E.Q. WCR 23 Eastbound
7
Location 2:
8
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
'6 Axl
Double
<6 Axl
Mu01
6 Axle
Muni
'6 Atd
Multi
TOTAL
78
12/112020
05:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
79
1211/2020
05:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
80
121112020
05:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
81
121112020
05:45 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
82
12/112020
06:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
83
121112020
06:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
84
123112020
06:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
85
12/1/2020
06:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
86
12/112020
07:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
87
1221/2020
07:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
88
12/1/2020
07:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
89
12/112020
07:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
90
1231}2020
08:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
91
12/112020
08:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
92
12}112020
08:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
93
1211/2020
08:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
94
121112020
09:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
95
121112020
09:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
12/112020
09:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
97
1211/2020
09:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
98
12/112020
10:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
99
12/112020
10:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100
12!112020
10:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101
12/112020
10:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
102
1211/2020
11:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
103
1211/2020
11:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
104
1211/"2020
11:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
105
1211!2020
11:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
106
0
21
3
0
1
1
0
0
0
0
0
0
0
26
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
WB
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 1
5
Staticn ID: 1
6
Location 1: WCR 120 E.Q. WCR 23 Westbound
7
Location 2:
8
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Long
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
'6 Axl
Double
<6 Axl
Mu0i
6 Aade
Muni
'6 Aad
Multi
TOTAL
10
12/112020
12:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
12/1/2020
12:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12
12!1/2020
12:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13
12/112020
12:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
14
121112020
01:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
121112020
01:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
121112020
01:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
17
12/1/2020
01:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
18
121112020
02:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19
121112020
02:15AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
20
12/1/2020
02:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
121112020
02:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22
12/1}2020
03:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23
121112020
03:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
24
12/112020
03:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
25
1211/2020
03:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
26
121112020
04:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
12/2(2020
04:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
28
12/1/2020
04:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
29
1211/2020
04:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
30
121112020
05:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
31
123112020
05:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
12/1/2020
05:30 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
33
12/132020
05:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
34
123112020
06:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
35
12/1/2020
06:15 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
36
1211/2020
06:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
37
1211/2020
06:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
38
12/112020
07:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
39
121112020
07:15 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
40
12/112020
07:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
41
121112020
07:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
42
12/1/2020
08:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
43
12/1/2020
08:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
44
123112020
08:30 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
45
1231/2020
08:45 AM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
46
12!112020
09:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
47
121112020
09:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
48
12/112020
09:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
49
121132020
09:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
05
12/2/2222
10:00 AM
0
0
0
0
0
1
0
0
0
0
0
0
0
1
51
121112020
10:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
52
121112020
10:30 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
53
12/112020
10:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
54
1211/2020
11:00 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
55
12/1/2020
11:15 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
56
12/1/2020
11:30 AM
0
0
1
0
0
0
0
0
0
0
0
0
0
1
57
1211/2020
11:45 AM
0
5
0
0
0
1
0
0
0
0
0
0
0
B
58
1211/2020
12:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
59
1211/2020
12:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02
12/112020
12:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
61
12/112020
12:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
62
123112020
01:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
63
1211/2020
01:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
64
12111020
01:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
00127O22227427M
01:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
66
12/11020
02:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
571072122000747M
02:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
68
1231/2020
02:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
69
121132020
02:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
70
12/1/2020
03:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
71
12/112020
03:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
72
12//2020
03:30 PM.
0
1
0
0
0
0
0
0
0
0
0
0
0
1
73
12/112020
03:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
74
121112020
04:00 PM
0
0
0
0
1
0
0
0
0
0
0
0
0
1
75
12/112020
04:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
76
12/1/2020
04:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
77
12/1/2220
04:45 PM
0
1
0
0
0
2
0
0
0
0
0
2
0
1
A
B C
D
E
F
G
H
I
J
K
L
M
N.
O
P
1
WA
2
Start Date: 1211/2020
3
Start Time: 12:00:00 AM
4
Site Code: 1
5
Staticn ID: 1
6
Location 1: WCR 120 E.Q. WCR 23 Westbound
7
Location 2:
8
9
Date
Time
Bikes
Cars S
Trailers
2 Axle
Lang
Buses
2 Axle 6
Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
'6 Axl
Double
<6 Axl
Mu0i
6 Aade
Muni
'6 Aad
Multi
TOTAL
78
12/112020
05:00 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
79
1211/2020
05:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
80
121112020
05:30 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
81
121112020
05:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
82
121112020
06:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
83
121112024
06:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
84
123112020
06:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
85
12/1/2020
06:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
86
121112020
07:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
87
1221/2020
07:15 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
88
12/1/2020
07:30 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
89
12/112020
07:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
90
12/112220
08:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
91
12/112020
08:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
92
12/112020
08:30 PM
0
2
0
0
0
0
0
0
0
0
0
0
0
2
93
1211/2020
08:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
94
121112020
09:00 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
95
12/112020
09:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
12/112020
09:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
97
1211/2020
09:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
98
12/112020
10:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4121112020
10:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100121112020
10:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101
121112020
10:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
102
1211/2020
11:00 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10312K12020
11:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
104
1211/"2020
11:30 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
105
1211!2020
11:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
106
0
21
3
0
1
2
0
0
0
0
0
0
0
27
All Traffic Data Services
www.alltrafficdata.net
Page 1
Date Start: 01 -Dec -20
Site Code: 1
Station ID: 1
WCR 120
E.O. WCR 23
EB
Start
Cars &
2 Axle
2 Axle
3 Axle
4 Axle
<5 Axl
5 Axle
>6 Axl
<6 Axl
6 Axle
>6 Axl
Time
Bikes
Trailers
Long
Buses
6 Tire
Single
Single
Double
Double
Double
Multi
Multi
Multi
Total
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
02:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
03:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
05:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
06:00
0
1
1
0
0
0
0
0
0
0
0
0
0
2
07:00
0
3
1
0
0
0
0
0
0
0
0
0
0
4
08:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
09:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
10:00
0
1
1
0
0
1
0
0
0
0
0
0
0
3
11:00
0
4
0
0
0
0
0
0
0
0
0
0
0
4
12 PM
0
1
0
0
0
0
0
0
0
0
0
0
0
1
13:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
14:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
15:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16:00
0
2
0
0
1
0
0
0
0
0
0
0
0
3
17:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
18:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
19:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
20:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
22:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Day
0
21
3
0
1
1
0
0
0
0
0
0
0
26
Total
Percent
0.0%
80.8%
11.5%
0.0%
3.8%
3.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM Peak
11:00
06:00
10:00
07:00
Vol.
4
1
1
4
PM Peak
Vol.
Grand
Total
Percent
16:00
2
16:00
1
16:00
3
0
21
3
0
1
1
0
0
0
0
0
0
0 26
0.0%
80.8%
11.5%
0.0%
3.8%
3.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
All Traffic Data Services
www.alltrafficdata.net
Page 2
Date Start: 01 -Dec -20
Site Code: 1
Station ID: 1
WCR 120
E.O. WCR 23
WB
Start
Cars &
2 Axle
2 Axle
3 Axle
4 Axle
<5 Axl
5 Axle
>6 Axl
<6 Axl
6 Axle
>6 Axl
Time
Bikes
Trailers
Long
Buses
6 Tire
Single
Single
Double
Double
Double
Multi
Multi
Multi
Total
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
03:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
05:00
0
0
1
0
0
0
0
0
0
0
0
0
0
1
06:00
0
0
1
0
0
0
0
0
0
0
0
0
0
1
07:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
08:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
09:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00
0
0
0
0
0
1
0
0
0
0
0
0
0
1
11:00
0
5
1
0
0
1
0
0
0
0
0
0
0
7
12 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
14:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
15:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
16:00
0
1
0
0
1
0
0
0
0
0
0
0
0
2
17:00
0
4
0
0
0
0
0
0
0
0
0
0
0
4
18:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
19:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
20:00
0
2
0
0
0
0
0
0
0
0
0
0
0
2
21:00
0
1
0
0
0
0
0
0
0
0
0
0
0
1
22:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Day
0
21
3
0
1
2
0
0
0
0
0
0
0
27
Total
Percent
0.0%
77.8%
11.1%
0.0%
3.7%
7.4%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM Peak
11:00
05:00
10:00
11:00
Vol.
5
1
1
7
PM Peak
17:00
16:00
17:00
Vol.
4
1
4
Grand 0 21 3 0 1 2 0 0 0 0 0 0 0 27
Total
Percent 0.0% 77.8% 11.1% 0.0% 3.7% 7.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%
All Traffic Data Services Page 1
www.alltrafficdata.net
Date Start: 01 -Dec -20
Site Code: 1
Station ID: 1
WCR 120 E.O. WCR 23
Start
1
16
21
26
31
36
41
46
51
56
61
66
71
76
85th
95th
Time
15
20
25
30
35
40
45
50
55
60
65
70
75
999
Total
Percent
Percent
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
39
39
02:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
03:00
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
24
24
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
05:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
06:00
0
0
0
0
1
0
0
1
0
0
0
0
0
0
2
48
49
07:00
1
0
1
0
0
0
1
0
1
0
0
0
0
0
4
52
54
08:00
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
29
29
09:00
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
39
39
10:00
0
1
D
1
0
1
0
0
0
0
0
0
0
0
3
37
39
11:00
4
0
0
0
0
0
0
0
0
0
0
0
0
0
4
12
14
12 PM
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
29
29
13:00
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
29
29
14:00
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
49
49
15:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
16:00
0
0
1
1
0
1
0
0
0
0
0
0
0
0
3
37
39
17:00
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
49
49
18:00
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
24
24
19:00
1
0
0
0
0
0
0
0
0
0
0
0
0
0
1
12
14
20:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
21:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
22:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
Total
6
1 4
5
1
4
1
3
1
0
0
0
0
0
26
Percent
23.1%
3.8% 15.4% 19.2%
3.8%
15.4%
3.8%
11.5%
3.8%
0.0%®
0.0%
0.0%
0.0%
0.0%
AM Peak
11:00
10:00 03:00
08:00
06:00
01:00
07:00
06:00
07:00
07:00
Vol.
4
1 1
1
1
1
1
1
1
4
PM Peak
19:00
16:00
12:00
16:00
14:00
16:00
Vol.
1
1
1
1
1
3
Grand
Total
6
1 4
5
1
4
1
3
1
0
0
0
0
0
26
Percent
23.1%
3.8% 15.4% 19.2%
3.8%
15.4%
3.8%
11.5%
3.8%
0.0%
0.0%
0.0%
0.0%
0.0%
15th Percentile
:
9 MPH
50th Percentile
:
27 MPH
85th Percentile
:
45 MPH
95th Percentile
:
49 MPH
Statistics
10 MPH Pace Speed
:
21-30 MPH
Number in Pace
:
9
Percent in Pace
:
34.6%
Number
of Vehicles > 55 MPH
:
0
Percent
of Vehicles > 55 MPH
:
0.0%
Mean Speed(Average)
:
28 MPH
All Traffic Data Services Page 2
www.alltrafficdata.net
Date Start: 01 -Dec -20
Site Code: 1
Station ID: 1
WCR 120 E.O. WCR 23
Start
1
16
21
26
31
36
41
46
51
56
61
66
71
76
85th
95th
Time
15
20
25
30
35
40
45
50
55
60
65
70
75
999
Total
Percent
Percent
12/01/20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
02:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
03:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
04:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
05:00
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
39
39
06:00
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
49
49
07:00
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
24
24
08:00
0
0
1
0
0
1
0
0
0
0
0
0
0
0
2
38
39
09:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00
1
0
0
0
0
0
0
0
0
0
0
0
0
0
1
12
14
11:00
2
4
1
0
0
0
0
0
0
0
0
0
0
0
7
19
23
12 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13:00
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
39
39
14:00
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
34
34
15:00
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
44
44
16:00
0
0
0
1
1
0
0
0
0
0
0
0
0
0
2
33
34
17:00
0
0
1
0
2
1
0
0
0
0
0
0
0
0
4
37
39
18:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
19:00
0
0
0
0
1
0
1
0
0
0
0
0
0
0
2
43
44
20:00
1
0
0
1
0
0
0
0
0
0
0
0
0
0
2
28
29
21:00
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
44
44
22:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
23:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
Total
4
4 4
2
5
4
3
1
0
0
0
0
0
0
27
Percent
14.8%
14.8% 14.8%
7.4%
18.5%
14.8%
11.1%
3.7%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM Peak
11:00
11:00 07:00
05:00
06:00
11:00
Vol.
2
4 1
1
1
7
PM Peak
20:00
17:00
16:00
17:00
13:00
15:00
17:00
Vol.
1
1
1
2
1
1
4
Grand
Total
4
4 4
2
5
4
3
1
0
0
0
0
0
0
27
Percent
14.8%
14.8% 14.8%
7.4%
18.5%
14.8%
11.1%
3.7%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
15th Percentile
:
15 MPH
50th Percentile
:
28 MPH
85th Percentile
:
39 MPH
95th Percentile
:
44 MPH
Statistics
10 MPH Pace Speed
:
30-39 MPH
Number in Pace
:
9
Percent in Pace
:
33.3%
Number
of Vehicles > 55 MPH
:
0
Percent
of Vehicles > 55 MPH
:
0.0%
Mean Speed(Average)
:
28 MPH
TRAFFIC MODEL GROWTH FORECAST PER
WELD COUNTY 2045 TRANSPORTATION PLAN
124
INN
CR03
0.63
0
Q
N.OD
0
2
BODD
6000
No Mod l No Count
124
CR 111
END
1.34
0
0
DOE
B
2
6600
6000
No Model No Count
124
CR 105
CR 111
3.03
0
C
DEE
B
2
6000
6000
No Model No Count
124
CR 125
CR 127
0.91
0
0
ERR
2
6000
El CE
No OoCoI No Count
124
ERE1
ROLI
6.06
0
AO
B
2
0000
ONCE
Use Model
125
CR114
CR128
1.20
13 5
to
0.00
B
2
01.00
BODO
UseCount
125
CR44
CR76
1.00
0 0
B
000
B
2
DOOR
6060
No Model No Cou t
125
128
44114
2.99
14 3
3D
000
B
2
6000
ECEE
UseCount
125
CR 134
CR 140
2.78
0 0
0.00 0
2
60O0
6000
No Model No Count
126
STR
101CR
0.93
275 I 140
ED
ElI
B
2
14400
14400
Use ade]
126
CR 17
SFCH
1.04
439 228
ED
0.18
B
2
14400
14400
Use Model
126
DC 128
OR 17
0.50
449 225
ED
0.16
B
2
1RRED
14400
Use Model
126
ROE
STR
0.35
0 0
ED
E.IB
B
2
14400
14R22
Use Model
126
01CR
FAX
0.65
0
20
000
B
2
14400
14400
Use Model
126
CR11
CR83
2.97
0
2
6000
6000
No Model No Count
126
001CR
SH BS
2.89
0 0
BE
0.36
2
14400
14400
Use Model
126
CR 55
CR 57
1.00
0
0
2
6000
6000
No Model No Count
126
DR 75
CR 77
1.00
0
0.00
B
2
EEE
6000
No adel No Count
126
CNN
01 11
0.28
0
D0
B
2
1800
1800
No Model No Count
126
CR 127
CR111
2.01
0
0
2
60 0
6000
No Oulul No Count
126
CR 131
END
0.08
0
AO
2
ODOR
6 00
No Model No Count
126.5
CONNECTOR
END
0.53
0
00
B
2
BEOD
6000
No OuCul No Count
126.5
CR 128
CONNECTOR
2.14
0
0
B
2
0600
6000
No Model No Count
127
CR 124
CR 126
1.00
0 0
0
20
ECED
No MuCul No Count
127
CR 86
SUCH
2.00
0
AO
B
2
6000
6000
No Model No Count
127
CR74
ER 14
1.41
0
0
DOE
2
6600
6000
No Oulul No Count
127
Cl 98
CREED
6.15
428 IIB
320
0.05
B
2
ODOR
6000
UseCount
127
SRF H
END
0.50
0
0
NOC
B
2
BOOR
ECCE
No Oulul No Count
127
CR 110
CR112
4.12
376 13
240
DOE
B
2
BOON
ECCE
UseCount
127
C 118
CRIER
3.14
119 68
110
02
B
2
0600
600O
UseCount
128
ONNNERIDE
CR126
0.82
449 115
ED
NOB2
14060
144DD
Use Model
128
0011
STR SH 25
0.33
0
3D
0.18
B
2
0600
ECEE
Use Madel
128
ETC
CR 126,5
0.54
464 BEE
ED
2.12
B
2
10460
14400
Use Model
126
R 1265
CONNECTOR
C.10
0
ED
ElI
B
2
ERNED
14400
Use OuCul
128
ODOR
CR 37
4.66
0
B
0.00
B
2
0000
6000
No Model No Count
128
DCCC
CR 67
4.91
0
0
B
2
BOOR
6000
No Oulul No Count
128
ODD
CR 57
0.88
0
0
B
2
BDOD
ECCE
No Model Na Count
128
DON
CR77
1.10
0
AO
B
2
0600
NOON
No OuCul Na Count
128
DON
FENCE
0.21
0
0
B
2
0000
0000
No.Oulul No Count
128
E CE
CR 95
0.28
0
0.00
B
2
BDDO
0000
No luOCul Na Count
128
60111
CRiER
6.88
0
.00
B
2
000
6000
No Model Na Count
128
601CR
CCIII
1.24
0
.00
2
6000
EEED
No Oulul No Count
128
10125
CREED
1.99
0
0
0.00
B
2
6000
600O
No Model No Count
129
CL
ST.
3.35
532 250
BEN
7
B
2
600O
EEOO
UseRun nt
129
CORE
DI
4.51
61 21
ED
201
B
2
6000
EDEO
Use Cau nt
129
ROBE
1001
0.13
0
.00
B
2
6000
0060Model
No 4uuut
129
MIII
01
011
533 277
BED
007
B
2
6000
0020
UseCount
129
ERR
CR 1100
0.21
531 150
200
007
B
2
6000
60 O0
UseCount
129
10 126
CR 134
3.99
0
.00
B
2
6000
6000
No Model No Count
129
DR 136
END
0.1E
0
AO
2
EDDE
600
No Oulul No Count
129
60114
CR RIB
1.01
0
00
B
2
ODOR
6000
No Model No Ruuut
130
DO 131
Cl 110
1.95
14 •
ED
NOD
B
2
BNDD
ECCE
Use Cau nt
130
CORE
END
0.94
0
0
B
2
BDDO
ECCE
No Model No Count
130
C 57
CR59
0.96
0
.00
B
2
NEOD
0020
No Oulul No Count
130
CR60
CR75
292
0
00
B
2
BEND
0000
NuouCul No Count
130
DR 97
CR 105
4.03
0 0
000
B
2
0600
DEEO
No Madel No Count
130
000
CR 95
0.51
0
0
B
2
6000
6D00
No Model No Count
130
DC 95
CR 97
0.98
0
0
2
GOOD
ECED
No OuCul No Count
130
60125
SUCH
0.61
0
000
B
2
BOlD
6000
No Model No Count
130
EDIRE
END
0.38
0
0
B
2
BNDD
6000
No Oulul No Count
131
CR14
SH 14
6.01
0
00
B
2
BODO
6 00
No Model No Count
131
BR 14
Cl 88
0.99
0
0
DOE
B
2
02CR
6000
No OuCul No Count
131
ED 12950
CR 98
1.14
0
0
202
B
2
60O0
BOOR 00
Model No Count
131
CR126
CR 130
2.01
18 5
10
000
B
2
02CR
BDEE
UseCount
132
OR 77
CCII
299
0 B
0
BEE
B
2
6000
6000
No Model No Count
132
CR67
CR77
4.91
31 EM
20
EOE
B
2
0600
ECEE
Use Runnt
132
CR 105
CR 111
3.01
0
0.00
2
BDOD
600O
No Model No Count
132
CR 119
CR 125
2.9
0
0
B
2
BDDD
0220
No Oulul No Count
132
ERH 71
ERIC
1.13
6 1
00
B
2
BOON
BDEO
UseCount
132
CR 135
ER 71
5.03
16 3
10
DOE
B
2
B60D
0060
UseRun nt
132
EDERD
CR1 4
1.43
6 1
000
B
2
E0OE
6000
Use Cau nt
133
ED 14
END
0.30
0 0
0
000
B
2
14400
14400
No Model No Count
133
6060
CR160 60
0.99
0
00
2
6000
6000
No Model No Count
133
DON
CREED
1.01
0
.00
B
2
tORE
1800
No odel No Count
133
A 116
CR 120
2.00
458 EON
BBD
0.06
2
6000
6000
UseCount
134
60 129
R 135
2.98
20 I 7
ED
BOO
B
2
BDDD
ECCE
Use Cau nt
134
OR89
CR El
1.00
0
B
202
B
2
BDDO
ECCE
No Model No Count
134
S FCH
CR 81
0.62
0
B
DOE
2
BBEO
6000
No Model No Count
134
DC 79
SUCH
ORB
0
0
DOD
B
2
DBDD
DECO
No Madel No Count
134
OR 85
CR 89
ICE
0 0
0
0.00
B
2
BEER
DCCC
No Model No Count
134
CR 111
CR 125
DEE
38 Cl
ED
201
B
2
BEDD
6000
Use Count
134
CR 125
R 129
RED
21 1
3D
ORE
B
2
BOOD
6000
4tu Runnt
134
CR 132
CR 149 5
0.73
6 1
0
0.00
2
ODOR
6000
Use Count
135
ER 14
CR 131
ROE
38 13
ED
204
B
2
OEM.
6000
Use Runnt
135
10120
CR160
7.10
12 5
10
DOE
B
2
BDOD
6 00
UseCount
135
COLT
CR 84
5.02
0 0
0
DOE
B
2
BDOD
6000
No M adel No 4uuut
135
DO 100
END
1.96
0 0
0
EDO.
B
2
BDND
BOOR
No Made] No Count
135
134
STATE LINE
2.74
0 0
2
BDDD
BDEEModel
No Coon
136
CR77
STR
1.01
574 S 385
580
DON
B
2
10460
14400
Use Cau nt
136
CR 39
END
1CR
0 0
0
DOD
B
2
BOOD
6000
ode] No Count
136
CR71
OR 11
2.93
73 26
40
0.01
B
2
BOOD
6000
Use Cou nt
136
CR 99
R 105
2.99
98 76
120
204
B
2
BDDD
ECCE
Use Cau nt
136
R89
CR 97
4.04
170 1 4
170
BOO
B
2
E2DO
ECCE
Use Cau nt
136
601CR
CR 89
4.28
198 BM
BD
DOE
B
2
14400
14400
Use Cau nt
136
STR
CRIER
0.29
0
2
14400
I4NDD
No Model No Count
136
IIR
STR
0.30
0
BED
0SBOE
B
2
14400
124EE
NuMuNul No Count DuDuuB
136
CR 89
CR 89
0.12
0
C
DOO
B
2
6000
6000
Na Model Na Count
136
DR 97
CR 99
0.99
112 BNN
170
NOD
B
2
EDDE
ENEE
Use Runnt
136
CR 105
CR 111
2.99
92 SN
lEE
0.01
B
2
ENDD
6000
Use Count
136
CR 125
CR 129
1.98
0
0
B
2
BDDD
ECCE
No Oulul No Count
137
SH 14
SUCH
1.98
0
B
2
BOON
ECCE
No Model Na Count
137
SUCH
END
2.13
0
B
2
BEMO
6010
No OuCul No Count
138
ERIC
CREE
4.52
0
B
2
BBND
6001
Nu.MuEO No Count
138
CR81
Cl 85
2.02
0 0
B
2
50
60.Model
No Count
138
CR 79
CR81
0.98
0
B
2
BEDE
6000
No Made] No Count
138
DC 97
CR 99
ICE
0
N
E.EE
lon.0n)c
B
2
6000
EEED
No Mob] No Count
138
CA Dl
CR 97
3.02
0
B
2
6000
600O
No Model No Count
138
CR 111
SUCH
0.40
0
B
2
600O
EEBD
No MuCul No Count
138
EEIRE
CR 115
1.61
0
B
2
6000
ENBO
No Model No Count
138
CR 135
LDEIID
1.99
0
B
2
6000
6060
No Oulul No Count
139
CR12
SH 14
4.03
0
B
2
6000
6001
No Model No Count
139
CR14
CR ED
1.00
0 0
B
2
6000
DEDO
No Model No Count
139
CR76
CR 78
1.01
0
DO
B
2
6000
6000
No Model No Count
139
EDH 14
CR88
1.00
0
0
DOD
B
2
EDDE
600
No Oulul No Count
139
CR 100
CR 104
2.35
0
0
0.00
B
2
BDDD
6000
No Model No Count
139
CR 104
END
0.77
0
0
NOR
B
2
BNDD
ECCE
No MuCul No Count
140
EEIRE
CR71
1.49
100
ES
BE
EOI
B
2
SO
ECCE
Use Cau nt
140
C 83
C21CR21
1.01
0
.00
B
2
NOb
6060
No Oulul No Count
140
REEl
END
0.15
0
5
B
BOR
B
2
EDND
6000
No Model No Count
140
0111
END
0.49
0
0
0
000
B
2
BEND
DEEO
No Madel No Count
140
CR 105
END
0.47
0
0
B
2
60D0
GOOD
No Model No Count
EON
CR 123
CR 127
197
0
N
NOD
B
2
1600
1BED
No Mob] No Count
141
SH 14
SUCH
3.74
0
00
B
2
6000
6000
No Model No Count
141
OR B4
SUCH
0.52
0
2
1800
1800
No MuCul No Count
141
E RFCH
SH 14
0.49
0
2
11CR
1800
No Model No Count
141
IDIRE
END
0.89
0
2
EEDD
6 00
No OuCul No Count
141
60124
DNRD4
0.82
0
B
N
NOD
B
2
BDOD
6060
NuMuCO No Count
141
BGN
03111
2.97
0
0
2
BOON
0001
NuMu4ul Na Count
4� T!
!PT7I.T
used in the Weld County 2035
Transportation Plan, as shown in Figure
25. Note that due to the FOCUS model
zone structure, the zones vary slightly
along WCR 73 and US 85. Figure 28
shows 2045 traffic projections for Weld
County, and Figure 30 shows truck
traffic forecasts for the County.
The traffic annual growth rate is
derived based on the FOCUS model
projected VMT growth rate between
the base year2015and 2045 by facility
type and subarea. Since the gravel
roads and subdivision roads are
beyond FOCUS model resolution, the
subarea level population growth rate
and subarea level VMT growth rate
were compared and the lessergrowth
rates were chosen as the growth rate
forgravel roads and subdivision roads.
Table 5 lists the derived compound
annual growth rate by facility type
and subarea.
Table 5: Subarea Growth Rates
Figure 25: Subarea Road Locations
SUBAREA2
b
" is
g
0 Ies
O
1 2 3 4 5 6 7 8
w Paved Arterial 2.63% 0.98% 3.52% 3.42% 3.05% 2.29% 2.97% 2.53%
Paved Collector 4.81% 1.26% 5.02% 2.61% 6.14% 5.18% 2.64% 3.17%
Paved Local 3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
Gravel Arterial 3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
Gravel Collector 3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
LL Gravel Local 3.32% 1.88% 1.95% 0.46% 2.79% 2.34% 1.12% 1.55%
HCM INTERSECTION LOS ANALYSIS WORKSHEETS
HCM 6th TWSC Short Term 2023 + Project AM
1: Primary Project Access & Weld County Road 126 12/12/2020
Intersection
Int Delay, slveh 1.6
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
1..
Traffic Vol, vehlh
45
2
7
23
2
7
Future Vol, vehlh
45
2
7
23
2
7
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
-
None
-
None
-
None
Storage Length
-
-
-
-
0
-
Veh in Median Storage,
# 0
-
-
0
0
Grade, %0
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
14
55
55
14
55
55
Mvmt Flow
49
2
8
25
2
8
Major/Minor Majorl
Major2
Minor1
Conflicting Flow All 0
0 51
0 91
50
Stage 1 -
- -
- 50
-
Stage2 -
- -
- 41
-
Critical Hdwy -
- 4.65
- 6.95
6.75
Critical Hdwy Stg 1 -
- -
- 5.95
-
Critical Hdwy Stg 2 -
- -
- 5.95
-
Follow-up Hdwy -
- 2.695
- 3.995
3.795
Pot Cap -1 Maneuver -
- 1275
- 795
887
Stage 1 -
- -
- 853
-
Stage2 -
- -
- 861
-
Platoon blocked, % -
-
-
Mov Cap -1 Maneuver -
- 1275
- 790
887
Mov Cap -2 Maneuver -
- -
- 790
-
Stage1 -
- -
- 853
-
Stage 2 -
- -
- 856
-
Approach EB WB NB
HCM Control Delay, s 0 1.8 9.2
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (vehlh) 863 - - 1275 -
HCM Lane VIC Ratio 0.011 - - 0.006 -
HCM Control Delay (s) 9.2 - - 7.8 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
Short Term 2023 + Project AM Synchro 10 Report
REC Page 1
HCM 6th TWSC Short Term 2023 + Project PM
1: Primary Project Access & Weld County Road 126 12/12/2020
Intersection
Int Delay, slveh 1.4
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
1..
Traffic Vol, vehlh
42
2
7
35
2
7
Future Vol, vehlh
42
2
7
35
2
7
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
-
None
-
None
-
None
Storage Length
-
-
-
-
0
-
Veh in Median Storage,
# 0
-
-
0
0
Grade, %0
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
8
55
55
9
55
55
Mvmt Flow
46
2
8
38
2
8
Major/Minor Majorl
Major2
Minor1
Conflicting Flow All 0
0 48
0 101
47
Stage 1 -
- -
- 47
-
Stage2 -
- -
- 54
-
Critical Hdwy -
- 4.65
- 6.95
6.75
Critical Hdwy Stg 1
-
- -
- 5.95
-
Critical Hdwy Stg 2 -
- -
- 5.95
-
Follow-up Hdwy -
- 2.695
- 3.995
3.795
Pot Cap -1 Maneuver -
- 1278
- 784
890
Stage 1 -
- -
- 856
-
Stage2 -
- -
- 849
-
Platoon blocked, % -
-
-
Mov Cap -1 Maneuver -
- 1278
- 779
890
Mov Cap -2 Maneuver -
- -
- 779
-
Stage1 -
- -
- 856
-
Stage 2 -
- -
- 844
-
Approach EB WB NB
HCM Control Delay, s 0 1.3 9.2
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (vehlh) 863 - - 1278 -
HCM Lane VIC Ratio 0.011 - - 0.006 -
HCM Control Delay (s) 9.2 - - 7.8 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
Short Term 2023 + Project PM Synchro 10 Report
REC Page 1
HCM 6th TWSC Long Term 2040 + Project AM
1: Primary Project Access & Weld County Road 126 12/12/2020
Intersection
Int Delay, slveh 0.4
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
1..
Traffic Vol, veh/h
221
2
7
110
2
7
Future Vol, vehlh
221
2
7
110
2
7
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
-
None
-
None
-
None
Storage Length
-
-
-
-
0
-
Veh in Median Storage,
# 0
-
-
0
0
Grade, %0
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
14
55
55
14
55
55
Mvmt Flow
240
2
8
120
2
8
Major/Minor Majorl
Major2
Minorl
Conflicting Flow All 0
0 242
0 377
241
Stage 1 -
- -
- 241
-
Stage2 -
- -
- 136
-
Critical Hdwy -
- 4.65
- 6.95
6.75
Critical Hdwy Stg 1
-
- -
- 5.95
-
Critical Hdwy Stg 2 -
- -
- 5.95
-
Follow-up Hdwy -
- 2.695
- 3.995
3.795
Pot Cap -1 Maneuver -
- 1068
- 533
684
Stage 1 -
- -
- 690
-
Stage2 -
- -
- 775
-
Platoon blocked, % -
-
-
Mov Cap -1 Maneuver -
- 1068
- 529
684
Mov Cap -2 Maneuver -
- -
- 529
-
Stage1 -
- -
- 690
-
Stage 2 -
- -
- 769
-
Approach EB WB NB
HCM Control Delay, s 0 0.5 10.7
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (vehlh) 642 - - 1068 -
HCM Lane VIC Ratio 0.015 - - 0.007 -
HCM Control Delay (s) 10.7 - - 8.4 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
Long Term 2040 + Project AM Synchro 10 Report
REC Page 1
HCM 6th TWSC Long Term 2040 + Project PM
1: Primary Project Access & Weld County Road 126 12/12/2020
Intersection
Int Delay, slveh 0.4
Movement
EBT
EBR
WBL
WBT
NBL
NBR
Lane Configurations
1..
Traffic Vol, veh/h
205
2
7
174
2
7
Future Vol, vehlh
205
2
7
174
2
7
Conflicting Peds, #/hr
0
0
0
0
0
0
Sign Control
Free
Free
Free
Free
Stop
Stop
RT Channelized
-
None
-
None
-
None
Storage Length
-
-
-
-
0
-
Veh in Median Storage,
# 0
-
-
0
0
Grade, %0
0
-
-
0
0
-
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
8
55
55
9
55
55
Mvmt Flow
223
2
8
189
2
8
Major/Minor Majorl
Major2
Minorl
Conflicting Flow All 0
0 225
0 429
224
Stage 1 -
- -
- 224
-
Stage2 -
- -
- 205
-
Critical Hdwy -
- 4.65
- 6.95
6.75
Critical Hdwy Stg 1
-
- -
- 5.95
-
Critical Hdwy Stg 2 -
- -
- 5.95
-
Follow-up Hdwy -
- 2.695
- 3.995
3.795
Pot Cap -1 Maneuver -
- 1085
- 495
700
Stage 1 -
- -
- 703
-
Stage2 -
- -
- 718
-
Platoon blocked, % -
-
-
Mov Cap -1 Maneuver -
- 1085
- 491
700
Mov Cap -2 Maneuver -
- -
- 491
-
Stage1 -
- -
- 703
-
Stage 2 -
- -
- 712
-
Approach EB WB NB
HCM Control Delay, s 0 0.3 10.7
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (vehlh) 640 - - 1085 -
HCM Lane VIC Ratio 0.015 - - 0.007 -
HCM Control Delay (s) 10.7 - - 8.3 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
Long Term 2040 + Project PM Synchro 10 Report
REC Page 1
SIMTRAFFIC QUEUING ANALYSIS WORKSHEETS
Queuing and Blocking Report Short Term 2023 + Project AM
Short Term 2023 + Project AM 12/12/2020
Intersection: 1: Prima
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Short Term 2023 + Project AM
REC
Proiect Access & Weld County Road 126
NB
LR
62
6
34
1067
SimTraffic Report
Page 1
Queuing and Blocking Report Short Term 2023 + Project PM
Short Term 2023 + Project PM 12/12/2020
Intersection: 1: Prima
Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Short Term 2023 + Project PM
REC
Proiect Access & Weld County Road 126
LR
60
11
40
1067
SimTraffic Report
Page 1
Queuing and Blocking Report Long Term 2040 + Project AM
Long Term 2040 + Project AM 12/12/2020
Intersection: 1: Primary Project Access & Weld County Road 126
Movement
WB NB
Directions Served
LT
LR
Maximum Queue (ft)
50
45
Average Queue (ft)
10
9
95th Queue (ft)
43
39
Link Distance (ft)
2698
1067
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Long Term 2040 + Project AM SimTraffic Report
REC Page 1
Queuing and Blocking Report Long Term 2040 + Project PM
Long Term 2040 + Project PM 12/12/2020
Intersection: 1: Primary Project Access & Weld County Road 126
Movement
Directions Served
LR
Maximum Queue (ft)
47
Average Queue (ft)
7
95th Queue (ft)
32
Link Distance (ft)
1067
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Long Term 2040 + Project PM SimTraffic Report
REC Page 1
ITEM 16
DRAINAGE REPORT
This drainage report was prepared for the Kiewit Carr Sand and Gravel Mine (pre -application USR number
of PRE20-0050) The purpose of this drainage report is to document the approximate historical runoff rate
from the undeveloped site and the anticipated new runoff rate post -development, and to identify allowable
exceptions to stormwater detention in Weld County Code The Kiewit Carr Sand and Gravel Mine
encompasses the entire 640 acres of Section 36, Township 11 North, Range 67 West, of which
approximately 540 acres will be disturbed by mining See the USR Plat Map prepared in response to Item
2 for existing and proposed topography The property is owned by the Colorado State Board of Land
Commissioners
Drainage conditions at the site will vary depending on whether the mine is undergoing active mining
operations or whether the mine is in final reclamation
Active Mining Operations
During active mining operations each cell will be mined and sloped such that all stormwater drains
internally As such, during the active mining operation phase this site will qualify for an exception to
stormwater detention pursuant to Weld County Code §8-11-40 I 6 As required by code, the following
drainage narrative supporting this exception is provided
1 Any existing and proposed improvements on the property
a The existing property is undeveloped open rangeland The proposed improvements to the
site include mining activities on approximately 540 acres of the 640 -acre parcel The
remaining unmined area will consist of cultural resources protection areas and an
approximately 300 -foot -wide buffer zone on either side of Lone Tree Creek The primary
commodity to be mined is sand and gravel, which will be processed on site within one of
the active mine cells Temporary structures for processing equipment and employee offices
will be erected but will be removed upon reclamation, no permanent structures will be
built During active mining operations, all mined areas will drain internally, and any
stormwater collected will be allowed to seep naturally into the ground, no dewatering is
proposed for this site
2 The exception being requested for consideration
a The exception being requested is the gravel pit exception under Weld County Code §8-11-
40 I 6 ("Gravel pits if the stormwater drains into the gravel pit Releases from the site shall
comply with the Weld County Storm Drainage Criteria, including dewatenng
Topographical information shall be provided") During active mining operations all
stormwater will be retained within the mined area and no releases for dewatering will
occur Topographical information for the existing conditions is provided in response to
Item 2 (USR Plat Map)
3 Where the water originates if it flows onto the property from an off -site source
a Water flows onto the property within Lone Tree Creek This stream enters the property at
the northwest corner, then flows generally southeast to exit the property at the south side
There are no other significant sources of inflow onto the property
4 Where the water flows as it leaves the property
a There are a few small prairie potholes on the east side of the parcel that retain a minor
amount of water, but generally all surface runoff from ,the property eventually enters Lone
Tree Creek, either on the parcel itself or on the neighboring parcel to the south In its
current undeveloped state most exits the property where Lone Tree Creek flows out of the
parcel on the south side During severe storm events, some surface runoff on the east side
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
of property may drain south onto the neighboring parcel before eventually flowing to Lone
Tree Creek During active mining operations Lone Tree Creek will continue to flow into
and out of the property undisturbed, while runoff from the mined areas will drain internally
to the mine cells
5 The direction of flow across the property
a Generally speaking, in its current undeveloped status the western portion of the site slopes
southeastwards towards Lone Tree Creek as it flows through the property The eastern
portion of the site slopes south towards the southern property boundary, eventually entering
Lone Tree Creek as it flows through the neighboring parcel located to the south of the
property Dunng mining activities, all stormwater will dram internally to the mined areas
6 Previous drainage problems with the property, if any
a To my knowledge there have been no previous drainage problems with this property
7 The location of any irrigation facilities adjacent to or near the property
a There are no irrigation facilities adjacent to or near the property This parcel and
surrounding parcels are dry rangeland
8 Any additional information pertinent to the development
a The proposed mine is within the non -urbanizing drainage area, therefore, the release of
detained water shall not exceed the historic runoff rate of the 1 -hour, 10 -year storm for an
undeveloped site (defined as having an imperviousness of 2%)
b According to NOAA Atlas 14, the 1 -hour 10 -year storm in this area drops a total
precipitation depth of 1 42 inches
c The weighted runoff coefficient was calculated using runoff coefficient guidance from
Weld County Based on the soil survey, the property is underlain by well -drained soils of
the following proportions 19 8% Type A, 62 7% Type B, 10 8% Type C, and 6 7% Type
D Therefore, for 2% imperviousness in a 10 -year storm the weighted runoff coefficient is
approximately 0 16
d Utilizing the Rational Method (Q = CiA) where C is the runoff coefficient (set to 0 16 for
this parcel), i is the rainfall intensity in inches per hour (set to 1 42 inches for the 1 -hour
10 -year storm for this analysis), and A is the drainage area in acres (set to 640 acres for
this parcel), the estimated historical peak discharge Q is approximately 145 cfs
Final Reclamation
During final reclamation, all mined areas will be sloped to drain naturally to Lone Tree Creek and will be
reclaimed to rangeland with a similar level of imperviousness as the existing land use As such, upon final
reclamation this site will qualify for another exception to stormwater detention pursuant to Weld County
Code §8-11-40 I 8 As required by code, the following drainage narrative supporting this exception is
provided
1 Any existing and proposed improvements on the property
a The proposed improvements to the site post -reclamation will be a total of three distinct
basins that will be graded to naturally drain to Lone Tree Creek There will be a northern
basin and a southern basin on the west side of Lone Tree Creek, and a single basin on the
east side of Lone Tree Creek Stockpiles of reject material, overburden, and topsoil will
be used to reclaim the mined areas back to open rangeland with a similar imperviousness
to the existing land use
2 The exception being requested for consideration
a The exception being requested is the exception under Weld County Code §8-11-40 I 8
("Development of sites where the change of use does not increase the imperviousness of
the site") During final reclamation the land use will be returned to open rangeland with
similar imperviousness to the existing land use
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
3. Where the water originates if it flows onto the property from an off -site source
a. Water flows onto the property within Lone Tree Creek. This stream enters the property at
the northwest corner, then flows generally southeast to exit the property at the south side.
There are no other significant sources of inflow onto the property.
4. Where the water flows as it leaves the property
a. Upon final reclamation, all surface runoff from the property will enter Lone Tree Creek
within the parcel itself and then flow out of the parcel at the current stream exit on the south
side.
5. The direction of flow across the property
a. Upon final reclamation there will be a total of three basins that naturally drain to Lone Tree
Creek. On the west side of the creek there will be a northern basin and a southern basin,
both of which will drain east to Lone Tree Creek within the property boundaries. On the
east side of the creek there will be a single basin which will drain south and west to Lone
Tree Creek within the property boundaries.
6. Previous drainage problems with the property, if any
a. To my knowledge there have been no previous drainage problems with this property.
7. The location of any irrigation facilities adjacent to or near the property
a. There are no irrigation facilities adjacent to or near the property. This parcel and
surrounding parcels are dry rangeland.
8. Any additional information pertinent to the development
a. Upon final reclamation, both the imperviousness of the parcel and the soil types / extents
will be similar to undeveloped conditions. Therefore, future runoff from the parcel to Lone
Tree Creek during the 1 -hour 10 -year storm will be similar to the historical peak discharge
Q of approximately 145 cfs.
Conclusion
Given the circumstances and proposed operations at the site, in my opinion the Kiewit Sand and Gravel
Mine qualifies for an exemption to stormwater detention during both active mining operations and after
final reclamation. My investigation indicates that the historical runoff from the proposed Kiewit Sand and
Gravel Mine will be unchanged between historical conditions and post -development conditions.
The technical material in this report was prepared by Applegate Group, Inc. based on investigations and
review of available information concerning the existing and proposed drainage conditions on the property.
We reserve the right to update, supplement, or revise our analysis should new or additional information
become available. This drainage report was prepared under the supervision and direction of the undersigned
below:
M. Pip M
•
48805
y!. I'D/i q%Ztu'..
Jared Dains, P.E.
Water Resource Engineer
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
ITEM 7
NOISE REPORT
See the attached noise modeling report by Behrens and Associates, Inc
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
Carr Mine
Noise Modeling Report
May 22, 2020
Prepared for:
Applegate Group, Inc
1490 West 121St Avenue, Suite 100
Denver, Colorado 80234
Prepared by:
Behrens and Associates, Inc.
9536 E. I-25 Frontage Road
Longmont, Colorado 80504
Antonio King
Staff Acoustical Engineer
Jason Peetz
Engineering Manager
Corporate Office: Hawthorne, California
Carson, California — Aledo, Texas -- Napa California— Longmont, Colorado -- McDonald, Pennsylvania — Calgary, Canada
Phone: 800-679-8633 — Fax: 310-331-1538
www.environmental-noise-control.com — www.dritlingnoisecontrol.com
Behrens and Associates, Inc.
Noise
1. Introduction
The following report provides a noise modeling assessment of the mining operations at the proposed Carr Mine to be
operated by Kiewit Corporation. Per the Weld County Use by Special Review (USR) permit application, the project
will be assessed in relation to the Colorado Revised Statutes (CRS) 25-12-103 noise regulations. The assessment
includes a modeling analysis of the proposed mining equipment expected to be operational at the site. The proposed
Carr Mine parcel (40°52'32.65"N, 104°50'46.71"W) is located east of and adjacent to County Road 23, approximately
2 miles southeast of Carr, Colorado. The site is bordered by agricultural and industrial land. Figure 1-1 identifies the
proposed site location.
To assess the operational noise levels of the proposed activities, processing equipment sound level data previously
collected by Behrens and Associates during an equipment survey of an existing sand and gravel mine, approved by
Kiewit Corporation to be equivalent to the proposed operations, was utilized in the noise modeling. Additionally,
construction equipment sound level data was sourced from the UK Department for Environment, Food, and Rural
Affairs and the U.S. Department of Transportation Federal Highway Administration and was utilized in the noise
modeling for the proposed construction equipment to be operated at the site. The noise models were developed using
SoundPLAN 8.1 software.
The following is provided in this report:
• A brief introduction of the fundamentals of noise.
• A review of the applicable CRS noise standards.
• Discussion of noise modeling methodology and results.
Figure 1-1 Proposed Site Location
Introduction
Behrens and Associates, Inc.
Noise
2. Noise Fundamentals
Sound is most commonly experienced by people as pressure waves passing through air. These rapid fluctuations in
air pressure are processed by the human auditory system to produce the sensation of sound. The rate at which sound
pressure changes occur is called the frequency. Frequency is usually measured as the number of oscillations per
second or Hertz (Hz). Frequencies that can be heard by a healthy human ear range from approximately 20 Hz to
20,000 Hz. Toward the lower end of this range are low-pitched sounds, including those that might be described as a
"rumble" or "boom". At the higher end of the range arc high-pitched sounds that might be described as a "screech"
or "hiss".
2.1 Environmental Noise
Environmental noise generally derives, in part, from a combination of distant noise sources. Such sources may include
common experiences such as distant traffic, wind in trees, and distant industrial or farming activities. These distant
sources create a low-level "background noise" in which no particular individual source is identifiable. Background
noise is often relatively constant from moment to moment but varies slowly from hour to hour as natural forces
change or as human activity follows its daily cycle.
Superimposed on this low-level, slowly varying background noise is a succession of identifiable noisy events of
relatively brief duration. These events may include the passing of single -vehicles, aircraft flyovers, screeching of
brakes, and other short-term events. The presence of these short-term events causes the noise level to fluctuate.
Typical indoor and outdoor A -weighted sound levels are shown in Figure 2-1. Detailed acoustical definitions have
been provided in Appendix A — Glossary of Acoustical Terms.
COMMON OUTDOOR NOISE LEVEL
SOUND LEVELS dB (A)
B-747-200 Takeoff at 2 mi.
Gas Lawn Mower at 3 ft.
Diesel Truck at 150 ft.
DC -9-30 Takeoff at 2 mi.
Noisy Urban Daytime
U457 Takeoff at 2 mi.
quiet Urban Nighttime
Quiet Suburban Nighttime
Quiet Rural Nighttime
5 hi
COMMON INDOOR
SOUND LEVELS,
110 Rock Band
100 Inside Subway Train
(New York)
90 Food Blender at 3 ft.
SO
Garbage Disposal at 3 ft.
Shouting a13 ft.
7U Vacuum Cleaner
at10ft-
w
Normal Speech
60 at3ft.
Large Business Office
50 Dishwasher Next Room
Small Theatre, Large
40 Conference Roomq[ fl
(Background) ml
30 Library
Bedroom at Night
Cencert Hall (Background)
2D
Broadcast & Recording
10 Studio
0 Threshold of Hearing
Figure 2-1 Typical Indoor and Outdoor A -Weighted Sound Levels
Noise Fundamentals
Behrens and Associates, Inc.
Noise
2.2 Relative Loudness of Environmental Noise
Published data exists describing how humans generally respond to changes in relative loudness. Table 2-1, adapted
from the Highway Traffic Noise: Analysis and Abatement Guidance (revised December 2011) published by the
Federal Highway Administration, shows typical responses to changes in relative loudness.
Table 2-1 Decibel Changes, Loudness, and Relative Loudness'
Sound Level Change
Relative Loudness
0 dB(A)
Reference
-3 dB(A)
Barely Perceptible Change
-5 dB(A)
Readily Perceptible Change
-10 dB(A)
Half as Loud
-20 dB(A)
1/4 as Loud
-30 dB(A)
1/8 as Loud
The table describes reductions in noise levels, but the opposite holds true for increases in noise level.
1 Table adapted from FHWA Highway Traffic Noise: Analysis and Abatement Guidance, revised December 2011
Noise Fundamentals
Behrens and Associates, Inc.
Environmental Noise Control
3. Project Noise Standards
The modeling analysis was developed to predict operational noise levels along the parcel property line and assess
compliance of the proposed operations with the applicable noise standards of the Colorado Revised Statutes (CRS)
25-12-103 per the pending Weld County Use By Special Review (USR) permit application. At the time of this
analysis, The Department of Public Health and Environment for Weld County has not yet provided the developmental
standards or prescribed noise level standards for this land use application and therefore the results of this analysis
will not be referenced against the code until such a time that the noise level standards have been prescribed for this
application.
3.1 CRS 25-12-103 Noise Standards
The CRS code establishes permissible sound levels by type of property and hours of the day. The measurement
location is defined in Section 25-12-103(1) as "sound levels of noise radiating from a property line at a distance of
twenty-five feet or more therefrom in excess of the dB(A) established for the following time periods and zones shall
constitute prima facie evidence that such noise is a public nuisance". The allowable daytime and nighttime noise level
limits are listed in Table 3-1.
Table 3-1 Colorado Noise Related Statutes 25-12-103 (1) — Maximum Permissible Noise Levels
Zone
Maximum
7:00 am to
Noise (dBA)
next 7:00 pm
Maximum Noise (dBA)
7:00 pm to next 7:00 am
Residential
55
dBA
50
dBA
Commercial
60
dBA
55
dBA
Light Industrial
70
dBA
65
dBA
Industrial
80
dBA
75
dBA
3.2 Adjacent Parcels
The proposed Carr Mine will be located within a rural area of Weld County, adjacent to an industrial railroad facility.
Some of the parcels adjacent to the proposed development, owned by L.G. Everest, Inc and Plains All American
Pipeline, L.P., have an existing USR approved for the maximum permissible noise levels allowed in the industrial
zone district as delineated in section 14-9-30 of the Weld County code. Figure 3-1 shows the location of the proposed
development in relation to the referenced surrounding USR's.
Project Noise Standards
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Figure 3-1 Surrounding USR's According to Weld County GIS
Project Noise Standards
Behrens and Associates, Inc.
Environmental Noise Control
4. Carr Mine Noise Modelin
4.1 Noise Modeling Methodology
The noise modeling was completed with use of three-dimensional computer noise modeling software. All models in
this report were developed with SoundPLAN 8.1 software using the ISO 9613-2 standard. Noise levels are predicted
based on the locations, noise levels and frequency spectra of the noise sources, and the geometry and reflective
properties of the local terrain, buildings and barriers. SoundPLAN 8.1 software simulates light downwind conditions
in all directions to ensure conservative assessments. The predicted noise levels represent only the contribution of the
proposed mining operations and do not include ambient noise or noise from other facilities. Actual field sound level
measurements may vary from the modeled noise levels due to other noise sources such as traffic, other facilities,
other human activity, or environmental factors.
Processing equipment sound level data used in the Carr Mine modeling was sourced from an equipment survey
previously conducted by Behrens and Associates of an existing sand and gravel mine approved by Kiewit Corporation
to be equivalent to the proposed operations. Construction equipment octave -band frequency sound level data utilized
in the modeling was based on construction equipment data published in the UK Department for Environment, Food,
and Rural Affairs (DEFRA) Construction Noise Database, revised September 2008. The sound level data was then
calibrated to match the construction equipment maximum sound levels tabulated in the U.S. Department of
Transportation, Federal Highway Administration Construction Noise Handbook, updated August 2017.
Per Applegate Group, Inc, the processing equipment will be temporarily stationed in Cell 3 until Cell 3 is mined, at
which point the equipment will be moved to Cell 13. Since Cell 3 is closest to the property line, the processing
equipment was modeled in Cell 3 to ensure a conservative assessment.
The modeled equipment and associated sound power levels are listed in Table 4-1. The modeling results predicted
are dependent on the equipment and mitigation placement and orientation which was coordinated with Applegate
Group, Inc. Figure 4-1 shows the Carr Mine Mining Plan Map (dated 4/29/20) provided by Applegate Group, Inc.
Table 4-1 Equipment Modeled for the Proposed Carr Mine
Quantity
Equipment Type
Proposed Equipment
Data Source
Source Sound
Power Level
(Lw, dBA)
I
Power Screen
NA
Survey
114.5
6
Conveyor Motor
Peerless
Survey
90.8
6
Conveyor Belt Wheel
Peerless
Survey
80.2
1
Single Screener
NA
Survey
116.2
l
Cone Crusher
JCI
Survey
118.8
1
Impactor
Pioneer
Survey
110.0
Carr Mine Noise Modeling
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I
Generator I
CAT 3406
Survey
111.3
1
Generator 2
CAT 3412
Survey
111.2
1
Generator 3
NITE Generator
Survey
105.1
2
Dual Screen
NA
Survey
122.2
1
Jaw Crusher
Cedar Rapids 22x48
Survey
118.0
2
Wheeled Loader
CAT 988/980
FHWA Construction
Handbook
* 114.8
*Sound power level calibrated according to the U.S. Department of Transportation, Federal Highway Administration,
Construction Noise Handbook; https://www.thwa.dot.gov/environment/noise/construction_noise/handbook/handbook09.cfin
4.2 Noise Sensitive Receptors
The noise sensitive receptors have been chosen to be consistent with the requirements of the CRS 25-12-103 noise
standards. The requirements indicate that "sound levels of noise radiating from a property line at a distance of twenty-
five feet or more therefrom in excess of the dB(A) established for the following time periods and zones shall constitute
prima facie evidence that such noise is a public nuisance". As such, receptor locations were chosen at 25 ft. from the
surrounding property lines of the Carr Mine site to represent potential regulatory measurement points should a
complaint be made. Figure 4-2 shows the dBA noise sensitive receptor locations.
Carr Mine Noise Modeling
Behrens and Associates, Inc.
Environmental Noise Control
a
Figure 4-1 Carr Mine Mining Plan Map
Carr Mine Noise Modeling
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Figure 4-2 Noise Sensitive Receptor Locations
Carr Mine Noise Modeling
Behrens and Associates, Inc.
Environmental Noise Control
4.3 Noise Modeling Results
Two modeling scenarios were created to predict the sound levels
at compliance points
surrounding the proposed site
and are described in Table
4-2. The modeled equipment layout is
illustrated in Figure
4-3.
Table 4-2 Modeled Scenarios
Modeled Scenario
Description
• Sediment processing equipment is stationed central to cell 3 as indicated on
the modeled equipment layout (Figure 4-3).
• One wheeled loader is included with the processing equipment and one
Scenario l
wheeled loader is positioned 10 feet from the property line, directly west of
the processing equipment.
• No equipment modifications or additional acoustical mitigation options are
included.
• Same conditions as Scenario 1.
• One 15 -foot -tall, 1,400 -foot -long stockpile with a 31-1:1W slope is placed
Scenario 2
along the west side of the parcel between the property line and the wheeled
loader; the linear footage of the stockpile may be scaled to the size of the
work area.
Carr Mine Noise Modeling
Behrens and Associates, Inc.
Environmental Noise Control
II
If
-----_—
Cell 4 Cell 11
40 l a c 40 5 a c
I
Cell 12
61 ac
I
•
Processing Equipment
Wheeled Loader
Stockpile (Scenano 2
only)
III
I
Cell 5
40.8 ac Cell 13
Cell 1
40.8 ac
Cell 10
i
406a c
I
4
Cell 6
Cell9
1
40.8 ac
40.8 ac
I'
�
°
I
Iq
I
Cell 7
40.8 ac
Cell 8
Cell 2
41 ac
I
405ac
'r
Figure 4-3 Modeled Equipment Layout
Carr Mine Noise Modeling
Behrens and Associates, Inc.
Environmental Noise Control
The results of the noise modeling are presented in Table 4-3. The locations in the tables correspond to the receptor
locations identified in Figure 4-2. The predicted noise levels represent only the contribution of the proposed
operations and do not include ambient noise or noise from other facilities. The results of the noise modeling are also
shown as noise contour maps. Figure 4-4 shows the Scenario 1 Noise Contour Map in dBA and Figure 4-5 shows the
Scenario 2 Noise Contour Map in dBC. The noise contours are provided in 5 dB increments with the color scale
indicating the sound level of each contour.
Table 4-3 Noise Modeling Results (dBA)
Receptor
Location Description
Scenario 1
Scenario 2
Location 1
25 ft. from North Property Line of Weld County
51.4
51.4
Parcel# 02013600001
Location 2
25 ft. from East Property Line of Weld County
46.7
46.7
Parcel# 02013600001
Location 3
25 ft. from South Property Line of Weld County
53.4
53.4
Parcel# 02013600001
25 ft. from West Property Line of Weld County
Location 4
Parcel# 02013600001 (southwest of processing
66.4
47.5
equipment)
Location 5
25 ft. from West Property Line of Weld County
79.7
59.9
Parcel# 02013600001 (west of processing equipment)
25 ft. from West Property Line of Weld County
Location 6
Parcel# 02013600001 (northwest of processing
66.5
48.7
equipment)
The modeling results for Scenario I indicate that the predicted noise levels of the proposed mining operations will be
within daytime industrial noise limits without stockpiles whenever the proposed construction equipment is not
operating within 10 feet of the property line.
The modeling results for Scenario 2 indicate that with the placement of a stockpile between the property line and the
proposed construction equipment 10 feet from the property line, noise level reductions up to 19.8 dBA compared to
Scenario I may be achieved. Additionally, up to 3 wheeled loaders may be operated simultaneously with the
construction of a stockpile. No additional acoustical mitigation measures are recommended at this time.
Carr Mine Noise Modeling
Behrens and Associates, Inc.
Environmental Noise Control
Figure 4-4 Scenario I Noise Contour flap (dBA)
Average Noise
Level, Leq dBA
= 30.0
= 35.0
= 40.0
= 45.0
= 50.0
= 55.0
= 60.0
= 65.0
= 70.0
= 75.0
= 80.0
= 85.0
= 90.0
Carr Mine Noise Modeling
Behrens and Associates, Inc.
Environmental Noise Control
Figure 4-5 Scenario 2 Noise Contour Map (dBA)
Average Noise
Level, Leq dBA
= 30.0
= 35.0
= 40.0
= 45.0
= 50.0
= 55.0
-"V.
= 65.0
= 70.0
= 75.0
= 80.0
= 85.0
= 90.0
0 200400600800
feet
Carr Mine Noise Modeling
Behrens and Associates, Inc.
Environmental Noise
5. Conclusion
A predictive noise model was created to represent the proposed operations of the Carr Mine to be operated by Kiewit
Corporation. The proposed equipment consisted of a sediment processing plant and various construction equipment.
Sound level data collected during an equipment survey of an existing sand and gravel operation approved by Kiewit
Corporation to be equivalent to the proposed operations was used as a basis for the noise modeling as well as
construction equipment sound level data sourced from the UK Department for Environment, Food, and Rural Affairs
and the U.S. Department of Transportation Federal Highway Administration. Noise sensitive receptor locations
included in the model were placed in compliance with the applicable CRS 25-12-103 noise standards.
At the time of this analysis, the Department of Public Health and Environment for Weld County has not yet provided
the developmental standards or prescribed noise level standards for this land use application and therefore the results
of this analysis will not be referenced against the code until such a time that the noise level standards have been
prescribed for this application.
The modeling results for Scenario 1 indicate that the predicted noise levels of the proposed mining operations will be
within daytime industrial noise limits without stockpiles whenever the proposed construction equipment is not
operating within 10 feet of the property line.
The modeling results for Scenario 2 indicate that with the placement of a stockpile between the property line and the
proposed construction equipment 10 feet from the property line, noise level reductions up to 19.8 dBA compared to
Scenario I may be achieved. Additionally, up to 3 wheeled loaders may be operated simultaneously with the
construction of a stockpile. No additional acoustical mitigation measures are recommended at this time.
Conclusion
Behrens and Associates, Inc.
Environmental Noise Control
Appendix A - Glossary of Acoustical Terms
Appendix A — Glossary of Acoustical Terms
Behrens and Associates, Inc.
Environmental Noise Control
Ambient Noise
The all -encompassing noise associated with a given environment at a specified time, usually a composite of sound
from many sources both near and far.
Average Sound Level
See Equivalent -Continuous Sound Level
A -Weighted Sound Level, dB(A)
The sound level obtained by use of A -weighting. Weighting systems were developed to measure sound ina way that
more closely mimics the ear's natural sensitivity relative to frequency so that the instrument is less sensitive to noise
at frequencies where the human ear is less sensitive and more sensitive at frequencies where the human ear is more
sensitive.
C -Weighted Sound Level, dB(C)
The sound level obtained by use of C -weighting. Follows the frequency sensitivity of the human ear at very high
noise levels. The C -weighting scale is quite flat and therefore includes much more of the low -frequency range of
sounds than the A and B scales. In some jurisdictions, C -weighted sound limits are used to limit the low -frequency
content of noise sources.
Community Noise Equivalent Level (CNEL)
A 24 -hour A -weighted average sound level which takes into account the fact that a given level of noise may be more
or less tolerable depending on when it occurs. The CNEL measure of noise exposure weights average hourly noise
levels by 5 dB for the evening hours (between 7:00 pm and 10:00 pm), and 10 dB between 10:00 pm and 7:00 am,
then combines the results with the daytime levels to produce the final CNEL value. It is measured in decibels, dB.
Day -Night Average Sound Level (Ldn)
A measure of noise exposure level that is similar to CNEL except that there is no weighting applied to the evening
hours of 7:00 pm to 10:00 pm. It is measured in decibels, dB.
Daytime Average Sound Level
The time -averaged A -weighted sound level measured between the hours of 7:00 am to 7:00 pm. It is measured in
decibels, dB.
Decibel (dB)
The basic unit of measurement for sound level.
Direct Sound
Sound that reaches a given location in a direct line from the source without any reflections.
Divergence
The spreading of sound waves from a source in a free field, resulting in a reduction in sound pressure level with
increasing distance from the source.
Energy Basis
This refers to the procedure of summing or averaging sound pressure levels on the basis of their squared pressures.
This method involves the conversion of decibels to pressures, then performing the necessary arithmetic calculations,
and finally changing the pressure back to decibels.
Appendix A — Glossary of Acoustical Terms
Behrens and Associates, Inc.
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Equivalent -Continuous Sound Level (Leq)
The average sound level measured over a specified time period. It is a single -number measure of time -varying noise
over a specified time period. It is the level of a steady sound that, in a stated time period and at a stated location, has
the same A -Weighted sound energy as the time -varying sound. For example, a person who experiences an Leq of 60
dB(A) for a period of 10 minutes standing next to a busy street is exposed to the same amount of sound energy as if
he had experienced a constant noise level of 60 dB(A) for 10 minutes rather than the time -varying traffic noise level.
Fast Response
A setting on the sound level meter that determines how sound levels are averaged over time. A fast sound level is
always more strongly influenced by recent sounds, and less influenced by sounds occurring in the distant past, than
the corresponding slow sound level. For the same non -steady sound, the maximum fast sound level is generally
greater than the corresponding maximum slow sound level. Fast response is typically used to measure impact sound
levels.
Field Impact Insulation Class (FIIC)
A single number rating similar to the impact insulation class except that the impact sound pressure levels are measured
in the field.
Field Sound Transmission Class (FSTC)
A single number rating similar to sound transmission class except that the transmission loss values used to derive this
class are measured in the field.
Flanking Sound Transmission
The transmission of sound from a room in which a source is located to an adjacent receiving room by paths other
than through the common partition. Also, the diffraction of noise around the ends of a barrier.
Frequency
The number of oscillations per second of a sound wave
Hourly Average Sound Level (HNL)
The equivalent -continuous sound level, Leq, over a 1 -hour time period.
Impact Insulation Class (UC)
A single number rating used to compare the effectiveness of floor/ceiling assemblies in providing reduction of impact -
generated sound such as the sound of a person's walking across the upstairs floor.
Impact Noise
The noise that results when two objects collide.
Impulse Noise
Noise of a transient nature due to the sudden impulse of pressure like that created by a gunshot or balloon bursting.
Insertion Loss
The decrease in sound power level measured at the location of the receiver when an element (e.g., a noise barrier) is
inserted in the transmission path between the sound source and the receiver.
Appendix A — Glossary of Acoustical Terms
Behrens and Associates, Inc.
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Inverse Square Law
A rule by which the sound intensity varies inversely with the square of the distance from the source. This results in a
6dB decrease in sound pressure level for each doubling of distance from the source.
Lo Sound Level
Time -varying noise environments may be expressed in terms of the noise level that is exceeded for a certain
percentage of the total measurement time. These statistical noise levels are denoted Lo, where n is the percent of time.
For example, the Lso is the noise level exceeded for 50% of the time. For a 1 -hour measurement period, the Lso would
be the noise level exceeded for a cumulative period of 30 minutes in that hour.
Masking
The process by which the threshold of hearing for one sound is raised by the presence of another sound.
Maximum Sound Level (Lmax)
The greatest sound level measured on a sound level meter during a designated time interval or event.
NC Curves (Noise Criterion Curves)
A system for rating the noisiness of an occupied indoor space. An actual octave -band spectrum is compared with a
set of standard NC curves to determine the NC level of the space.
Noise Reduction
The difference in sound pressure level between any two points.
Noise Reduction Coefficient (NRC)
A single number rating of the sound absorption properties of a material. It is the average of the sound absorption
coefficients at 250, 500, 1000, and 2000 Hz, rounded to the nearest multiple of 0.05.
Octave
The frequency interval between two sounds whose frequency ratio is 2. For example, the frequency interval between
500 Hz and 1,000 Hz is one octave.
Octave -Band Sound Level
For an octave frequency band, the sound pressure level of the sound contained within that band.
One -Third Octave
The frequency interval between two sounds whose frequency ratio is 2^(1/3). For example, the frequency interval
between 200 Hz and 250 Hz is one-third octave.
One -Third -Octave -Band Sound Level
For a one -third -octave frequency band, the sound pressure level of the sound contained within that band.
Outdoor -Indoor Transmission Class (OITC)
A single number rating used to compare the sound insulation properties of building facade elements. This rating is
designed to correlate with subjective impressions of the ability of facade elements to reduce the overall loudness of
ground and air transportation noise.
Peak Sound Level (Lpk)
The maximum instantaneous sound level during a stated time period or event.
Appendix A — Glossary of Acoustical Terms
Behrens and Associates, Inc.
Environmental Noise Control
Pink Noise
Noise that has approximately equal intensities at each octave or one -third -octave band.
Point Source
A source that radiates sound as if from a single point.
RC Curves (Room Criterion Curves)
A system for rating the noisiness of an occupied indoor space. An actual octave -band spectrum is compared with a
set of standard RC curves to determine the RC level of the space.
Real -Time Analyzer (RTA)
An instrument for the determination of a sound spectrum.
Receiver
A person (or persons) or equipment which is affected by noise.
Reflected Sound
Sound that persists in an enclosed space as a result of repeated reflections or scattering. It does not include sound that
travels directly from the source without reflections.
Reverberation
The persistence of a sound in an enclosed or partially enclosed space after the source of the sound has stopped, due
to the repeated reflection of the sound waves.
Room Absorption
The total absorption within a room due to all objects, surfaces and air absorption within the room. It is measured in
Sabins or metric Sabins.
Slow Response
A setting on the sound level meter that determines how measured sound levels are averaged over time. A slow sound
level is more influenced by sounds occurring in the distant past that the corresponding fast sound level.
Sound
A physical disturbance in a medium (e.g., air) that is capable of being detected by the human ear.
Sound Absorption Coefficient
A measure of the sound -absorptive property of a material.
Sound Insulation
The capacity of a structure or element to prevent sound from reaching a receiver room either by absorption or
reflection.
Sound Level Meter (SLM)
An instrument used for the measurement of sound level, with a standard frequency -weighting and standard
exponentially weighted time averaging.
Sound Power Level
A physical measure of the amount of power a sound source radiates into the surrounding air. It is measured in decibels.
Appendix A — Glossary of Acoustical Terms
Behrens and Associates, Inc.
Environmental Noise Control
Sound Pressure Level
A physical measure of the magnitude of a sound. It is related to the sound's energy. The terms sound pressure level
and sound level are often used interchangeably.
Sound Transmission Class (STC)
A single number rating used to compare the sound insulation properties of walls, floors, ceilings, windows, or doors.
This rating is designed to correlate with subjective impressions of the ability of building elements to reduce the overall
loudness of speech, radio, television, and similar noise sources in offices and buildings.
Source Room
A room that contains a noise source or sources
Spectrum
The spectrum of a sound wave is a description of its resolution into components, each of different frequency and
usually different amplitude.
Tapping Machine
A device used in rating different floor constructions against impacts. It produces a series of impacts on the floor under
test, 10 times per second.
Tone
A sound with a distinct pitch
Transmission Loss (TL)
A property of a material or structure describing its ability to reduce the transmission of sound at a particular frequency
from one space to another. The higher the TL value the more effective the material or structure is in reducing sound
between two spaces. It is measured in decibels.
White Noise
Noise that has approximately equal intensities at all frequencies.
Windscreen
A porous covering for a microphone, designed to reduce the noise generated by the passage of wind over the
microphone.
Appendix A — Glossary of Acoustical Terms
ITEM 19
DUST ABATEMENT PLAN
As outlined in Item 4, Kiewit anticipates using approximately 20,000 gallons per day of non -potable water
for dust abatement purposes around the site The water will be applied to haul roads and processing
equipment in order to minimize fugitive dust emissions from the site This water will be supplied by a
third -party contractor, Kiewit has received a "Will Serve Letter Agreement" from Denver-Julesburg Water
Resource Partners, LLC to supply the necessary non -potable water
Kiewit is in the process of preparing an Air Pollutant Emission Notice (APEN) to be submitted to the
Colorado Department of Health's Air Pollution Control Division, the APEN will indicate that Kiewit has
this fugitive dust control plan in place for its mining activities
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
WASTE HANDLING STATEMENT FOR THE CARR MINE, CARR CO FOR KIEWIT
SOLID NON -HAZARDOUS WASTE DISPOSAL
Kiewit shall comply in accordance with Chapter 14, Article I of the Weld County Code in handling,
disposing, and storing debris and other potential nuisance conditions.
Solid non -hazardous waste removal will be contracted through a commercial entity, either Waste
Management Corp, Mile High Roll Off or Waste Connections of Colorado. Kiewit will execute a
minimum of a yearly contract with one of these vendors for waste collection. Pickup/removal frequency
will be subject to standard contract terms. At minimum, Kiewit anticipates weekly pick up with interim
holding periods being addressed through the use of industrial -sized dumpsters and/or roll -off units, as
may be required. All waste storage areas will be located in areas that minimize the potential for wind-
borne dispersion of such materials. Kiewit will establish a waste minimization/recycle program for all
generated wastes, to include other waste categories such as "debris, junk, etc." that will provide for the
establishment of interim storage/containment facilities proximal to the point of generation and/or initial
disposition; and, commercial recyclers will be contracted on a frequent (monthly or less) basis, as may be
warranted. As a part of the commitment to ensure that all plant area operations are conducted in an
orderly and workmanlike manner, CSC will ensure that such facilities are established in a manner that
mitigates the potential for dispersion of the materials and/or other unsightly conditions.
WASTE MANAGEMENT CONTACT INFORMATION:
Misty Gothard
Environmental Coordinator
Kiewit
Misty.Gothard@Kiewit.com
(303) 930.9035 o
(303) 854.8612 c
WASTE OILS & OTHER HAZARDOUS MATERIALS
All waste oils and other hazardous materials such as motor oil, antifreeze, hydraulic oil and transmission
fluid will be managed under Kiewit written guidelines and disposed of subject to all applicable Resource
Conservation and Recovery Act (RCRA) guidelines and requirements. Kiewit maintains all its own
mobile equipment. Sometimes there is a requirement that the equipment manufacture will need to work
on the mobile equipment. In this case the manufacture of the equipment shall adhere Kiewit's written
guidelines for all waste oils and other materials.
Removal of waste products from mobile equipment is typically accomplished by sucking the fluid out of
the machines with pumps into a temporary reservoir on the mechanic's truck, once in the reservoir the
waste material shall be removed from site and disposed of properly and lawfully. Kiewit has holding
tanks at its local location, in Aurora CO where the fluid is eventually recycled per outside vendor
regulation.
All spills or releases of regulated materials that meet or exceed regulatory limits must be reported to the
Colorado Department of Public Health and Environment Spill and Incident Line
1-877-518-5608 to ensure appropriate follow up of cleanups.
SOLID OR INERT WASTE
Any solid and inert waste materials that are generated will be transported offsite by licensed commercial
waste hauling company and disposed at licensed facilities Minor quantities of otherwise regulated
wastes may be generated on an infrequent basis, in which case Kiewit will contract with appropriately
licensed waste management companies for pickup and transport/disposal at appropriately licensed
facilities Proper storage, handling, transport, and manifesting of any/all regulated waste streams will be
carried out in accordance with all applicable laws, regulations, and ordinances
STORAGE & STOCKPILING OF PROCESSED AND WASTE MATERIALS
The Carr Mine operations will generate aggregate material suitable for use/resale and a singular waste
stream consisting of combined coarse (oversize) and fine (undersize) reject sand materials that
collectively fall outside of the size range required for usable and or salable product, referred to as reject
material
Kiewit will employ a number of stockpiles and storage, of usable and waste materials in various areas in
conjunction with the Can Mine mining plat, some of which will be temporary or transitory, while others
will be long-term or permanent
TOPSOIL STOCKPILE(S),
The Carr Mine will be mined is several cells, consistent with approved the DRMS mining plan
In this plan the cells that are either being mined or where the sorting and crushing operations are
being conducted will be stripped of all topsoil This material will be placed in berms near the
edge of the mine boundary The general height will be limited to less than 20' high, have 3 1 side
slopes and be on the mining boundary This material will be seeded and stabilized in an effort to
minimize the lost of the material to wind and erosion Upon completion of any mine cell this
same material will be utilized as growth media for final reclamation Each cell that is depleted
will have the topsoil that was salvaged from it replaced on it This cell will them be seeded and
mulched according to the approved DRMS permit and Weld County Standards
RUN -OF -MINE (ROM) STOCKPILE
The ROM stockpile will comprise the "raw" material to be processed through the sorting and
crushing plant It will be initially established and be generally maintained within the cell adjacent
to the cell that is being mined consistent with approved DRMS permit Regardless of its location,
it is anticipated that this feature as part of the mine will occupy an area roughly 650 ft x 650ft or
approximately 10 acres with a nominal height of approximately 40 ft It will serve as the surge
stockpile for sorting and crushing operations The size of this stockpile will be balance with the
production rate for the sorting and crushing operation of the mine
PROCESS WASTE STOCKPILE
Sorting, crushing and processing plant operations will generate a "process waste" stockpile which
will be comprised of undersize and oversize materials ("reject") which do not meet saleable
product size criteria The sorting and crushing area for the mine will be moved several times
during the life of the mine The "process waste stockpile" will be located within the sorting and
crushing area The process waste stockpile where this reject material will be stockpiled for future
use to reclaim the mine side slopes within each cell Minor quantities reject material may be used
elsewhere as backfilled to achieve drainage within any cell
PROCESS MATERIAL STOCKPILE
As raw material is sorted and crushed into usable material each of these products will be stock
piled separately As the material is stockpiled that material will be loaded and hauled off site as
needed These material stockpiles will vary in size based on the raw material fed to the plant All
of these stockpiles including the plant equipment along with the waste stockpile will be within the
cell adjacent to the cell that is being mined Kiewit reserves the right to modify the stockpiles as
necessary to most efficiently to mine the property
ITEM 18
WASTE HANDLING PLAN
The waste handling plan for the proposed Kiewit Carr Sand & Gravel Mine is as follows:
Waste Management Contact Information
Misty Gothard (Environmental Coordinator for Kiewit)
Misty.Gothard@Kiewit.com
(303) 930.9035 office / (303) 854.8612 cell
Solid Non -Hazardous Waste Disposal
Kiewit shall comply in accordance with Chapter 14, Article 1 of the Weld County Code in handling,
disposing, and storing debris and other potential nuisance conditions.
Solid non -hazardous waste removal will be contracted through a commercial entity, either Waste
Management Corp, Mile High Roll Off or Waste Connections of Colorado. Kiewit will execute a minimum
of a yearly contract with one of these vendors for waste collection. Pickup/removal frequency will be
subject to standard contract terms. At minimum, Kiewit anticipates weekly pick up with interim holding
periods being addressed through the use of industrial -sized dumpsters and/or roll -off units, as may be
required. All waste storage areas will be located in areas that minimize the potential for wind-borne
dispersion of such materials. Kiewit will establish a waste minimization/recycle program for all generated
wastes, to include other waste categories such as "debris, junk, etc." that will provide for the establishment
of interim storage/containment facilities proximal to the point of generation and/or initial disposition; and,
commercial recyclers will be contracted on a frequent (monthly or less) basis, as may be warranted. As a
part of the commitment to ensure that all plant area operations are conducted in an orderly and workmanlike
manner, Kiewit will ensure that such facilities are established in a manner that mitigates the potential for
dispersion of the materials and/or other unsightly conditions.
Waste Oils & Other Hazardous Materials
All waste oils and other hazardous materials such as motor oil, antifreeze, hydraulic oil and transmission
fluid will be managed under Kiewit written guidelines and disposed of subject to all applicable Resource
Conservation and Recovery Act (RCRA) guidelines and requirements. Kiewit maintains all its own mobile
equipment. Sometimes there is a requirement that the equipment manufacture will need to work on the
mobile equipment. In this case the manufacture of the equipment shall adhere Kiewit's written guidelines
for all waste oils and other materials.
Removal of waste products from mobile equipment is typically accomplished by sucking the fluid out of
the machines with pumps into a temporary reservoir on the mechanic's truck, once in the reservoir the waste
material shall be removed from site and disposed of properly and lawfully. Kiewit has holding tanks at its
maintenance facility, in Aurora CO where the fluid is eventually sent to an outside vendor for
recycling/disposal
Kiewit Can Sand & Gravel Mine
Weld County USR Permit Application
Solid or Inert Waste
Any solid and inert waste materials that are generated will be transported offsite by licensed commercial
waste hauling company and disposed at licensed facilities Minor quantities of otherwise regulated wastes
may be generated on an infrequent basis, in which case Kiewit will contract with appropriately licensed
waste management companies for pickup and transport/disposal at appropriately licensed facilities Proper
storage, handling, transport, and manifesting of any/all regulated waste streams will be carried out in
accordance with all applicable laws, regulations, and ordinances
Storage & Stockoiline of Processed and Reiect Materials
The Carr Mine operations will generate aggregate material suitable for use/resale and a singular reject
stream consisting of combined coarse (oversize) and fine (undersize) reject sand materials that collectively
fall outside of the size range required for usable and or salable product, referred to as reject material
Kiewit will employ a number of stockpiles and storage, of usable and reject materials in various areas in
conjunction with the Carr Mine mining plat, some of which will be temporary or transitory, while others
will be long-term or permanent
Topsoil stockpiles The Carr Mine will be mined is several cells, consistent with approved the
DRMS mining plan In this plan the cells that are either being mined or where the sorting and
crushing operations are being -conducted will be stripped of all topsoil This material will be placed
in berms near the edge of the mine boundary The general height will be limited to less than 20'
high, have 3 1 side slopes and be on the mining boundary This material will be seeded and
stabilized in an effort to minimize the loss of the material to wind and erosion Upon completion
of any mine cell this same material will be utilized as topsoil for final reclamation These cells will
them be seeded and mulched according to the approved DRMS permit and Weld County Standards
Run -of -Mine (ROM) Stockpile The ROM stockpile will comprise the "raw" material to be
processed through the sorting and crushing plant It will be initially established and be generally
maintained within the cell adjacent to the cell that is being mined consistent with approved DRMS
permit Regardless of its location, it is anticipated that this feature as part of the mine will occupy
an area roughly 650 ft x 650ft or approximately 10 acres with a nominal height of approximately
40 ft It will serve as the surge stockpile for sorting and crushing operations The size of this
stockpile will be balance with the production rate for the sorting and crushing operation of the mine
Process Reject Stockpile Sorting, crushing and processing plant operations will generate a "process
reject" stockpile which will be comprised of undersize and oversize materials ("reject") which do
not meet saleable product size criteria The sorting and crushing area for the mine will be moved
several times during the life of the mine The "process reject stockpile" will be located within the
sorting and crushing area The process reject stockpile where this reject material will be stockpiled
for future use to reclaim the mine side slopes within each cell Minor quantities of reject material
may be used elsewhere as backfill to achieve drainage within any cell
Process Material Stockpile As raw material is sorted and crushed into usable material each of these
products will be stock piled separately As the material is stockpiled that material will be loaded
and hauled off site as needed These material stockpiles will vary in size based on the raw material
fed to the sorter and crushing plant All these stockpiles including the plant equipment along with
the reject stockpile will be within the cell adjacent to the cell that is being mined Kiewit reserves
the right to modify the stockpiles as necessary to most efficiently to mine the property
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
ITEM 20
FLOOD HAZARD DEVELOPMENT PERMIT
The proposed mine is located on the Flood Insurance Rate Map (FIRM) 08123C0325E and 08123C0625E
According to the Federal Emergency Management Agency (FEMA) National Flood Hazard Layer Viewer,
the entire parcel and surrounding area is located in Zone D ("Area of Undetermined Flood Hazard") Such
a designation is used for areas where there are possible but undetermined flood hazards, as no analysis of
flood hazards has been conducted
The only potential source of flooding within the proposed Kiewit Carr Sand & Gravel Mine boundaries is
Lone Tree Creek As part of the mining plan, Kiewit will maintain a buffer of 300 feet on either side of
Lone Tree Creek throughout the mine, except for those areas where grading must occur during final
reclamation in order to achieve natural drainage of the mined areas to the creek Such grading will consist
solely of material removal and sloping, no fill will be placed within the creek floodplain during these
grading operations As such, these reclamation activities will not increase the potential for flood hazards
from Lone Tree Creek
Kiewit does propose to construct a small crossing over Lone Tree Creek in order to provide access to the
east side of the property This crossing will consist of an arched corrugated metal pipe with a minimum
width of 5 feet, or a culvert of a different shape with an equivalent flow area This same sized culvert is
used to pass flows in Lone Tree Creek beneath WCR 120 located just downstream of the site It is not
anticipated that this small crossing will appreciably increase flow depths upstream of the culvert and will
almost certainly not cause impacts extending beyond the upstream property boundary Upon final
reclamation, this creek crossing shall be removed, and the streambed returned to its original condition
This area and the area upstream of the proposed mine within the Lone Tree Creek drainage basin is largely
undeveloped and sparsely populated The proposed mine will result in minimal increased flood hazard risk
and there currently is no FEMA designated floodplain within the site Therefore, a flood hazard
development permit is not warranted
Kiewit Can Sand & Gravel Mine
Weld County USR Permit Application
542,000 TOTAL LUMENS
WITH METAL HALIDE FIXTURES
277 HOUR RUN TIME WITH LED'S
26 FT. 8 IN. HYDRAULICALLY
ACTUATED TOWER
SINCE 1938
Maxi -Cite
Whatever your jobsite needs, the Maxi-Lite" II V Series® can
deliver, with multiple engine options and 542,000 total lumens of
lighting. It features 100 gallons of fuel capacity to provide up to
277 hours of non-stop operation (with LED's). The gull -wing style
doors offer easy access to engine and generator, and rear control
/ outlet panel and remote oil and engine coolant drains make for
easy operation and servicing. Built with a rugged trailer frame
with full Fluid Containment System (FCS), hydraulically actuated
tower and ability to withstand 65 MPH steady winds, this light
tower will deliver the goods to get the job done right.
KEY FEATURES
SLS Sequenced Light System
(2) 5O Gallon Polyethylene Fuel Tanks
Full Fluid Containment System
Five -Point Stabilizer System
Below -the -Frame Forklift Pockets
Lifting Ring
• Removable Drawbar
• Gull -Wing Style Doors
External Oil and Engine Coolant Drain
Model
Engine Brand / Model
EPA Emissions Certified
Engine Prime Output "•(HP)
Engine Prime Power ""(kW)
Engine Electrical System
Battery
Engine Starting System
Fuel Capacity
Operating Time'••'
(Using four 1,250 W metal halide light fixtures)
Operating Time•"'
(Using four 320 W LED light fixtures)
Light Type - Metal Halide
Metal Halide Wattage
Metal Halide Lumens
Light Type - LED
LED Wattage
LED Lumens
Lighting Features
Generator (Alternator)
Frequency (Hz) / Phase
Outlets
Tower Maximum Height•
Tower Features
Power Cable
Fixture Positioning
Trailer & Towing Connection
Towing Connection
Trailer
Trailer Lighting
Stabilizers
Operating Wind Speed
Weights & Dimensions
Shipping Weight
Gross Vehicle Weight Rating (GVWR)
Length - Transport/Outriggers
Width - Transport/Outriggers
Height - Mast Lowered/Raised
Shipping
HI
MLV4-KD1105
Kubota D1105
Tier 4 Final
13.5
8
MLV4-C1.1C MLV4-C1.5T
Caterpillar C1.1 Caterpillar 0.5 Turbo
Tier 4 Final Tier 4 Final
13.3 22.3
8 15
12 V
Standard - 550 CCA @0°F Optional - 775 CCA @0°F only with Arctic Packages
Glow plug cold starting
100 gal (378.5 L)
158.7 hours 166.7 hours 128.2 hours
277.8 hours 263.2 hours 217.4 hours
(4) Metal Halide SHO-HDfixture
1,250
135,500 (per lamp) 542,000 (total lumens)
(4) Two LED, 5000°K color temperature
320
38,500 (per lamp) 154,000 (total lumens)
MLV4-14LE1
(Canada Only)
Isuzu 4LE1
Tier 4 Interim (Canada only)
32.1
20
120.5 hours
172.4 hours
Sequenced Lighting System (SLS). System automatically turns on lights after engine start and delays
engine shutdown to turn off lights first to prevent generator from shutting down while under load.
Standard -120 240 VAC capacitor regulated ( Standard - 120 240 VAC automatic voltage regulation
60 Hz 1 -phase
Standard - (2) 20 A 120 VAC duplex GFCI outlets, Standard - (2) 20 A 120 VAC duplex GFCI outlets,
(2) 30 A 240 VAC 4 -Wire Twist Lock (NEMA L14 -30R). (3) 30 A 240 VAC 4 -Wire Twist Lock (NEMA L14 -30R),
(1) 30 A 120 VAC RV (NEMA TT -30R) (1) 50 A 240 VAC RV (NEMA L14-SOR)
320.0 in (8,128 mm) or 26' - 8" (8.1 m)'
Structure - Six section tubular steel design Actuation - Hydraulic cylinder Guide pads - Polyethylene self lubricating
Power cable encased in NycoHTM flexible tubing
Light bar with fixtures can be rotated 359° and fixtures can be adjusted with tower in lowered position.
Adjustable height combination 2 5/,c In (50.8 mm) ball coupler
3 in (76.2 mm) lunette ring for pintle hitch Standard -2 Via in (50.8 mm) ball coupler
Frame - Formed, welded steel frame Axle - Tubular axle with elliptical leaf springs Tires - ST205/75R 15 radial load range 'C'
Doors - Stamped steel gull -wing style with lockable latch Standard features - Fluid Containment System (FCS) holding up to
110% of all on -board fluids Remote engine oil and coolant drain easily accessible at rear of trailer Forklift pockets below -the -frame
Lift ring Tie down rings Removable tongue
Stop, turn, tail lights
Side
marker lights Illuminated
license plate bracket
Standard -
4 -way Nat connector
Five -point design - Tongue jack,
two
retractable side outriggers
at front of trailer, two
retractable
side outriggers at rear of trailer
65 MPH (104.6 km/h)
3,430 lbs (1,555.8 kg)
4,300 lbs (1,950.4 kg)
Transport position - 126.9 in (3,223 mm) Outriggers deployed - 167.3 in (4,249 mm)
Transport position - 76.6 in (),946 mm) Outriggers deployed - 151.0 in (3,854 mm)
Mast lowered transport position - 104.9 in (2,664 mm) Tower raised - 320.0 in (8.128 mm) or 26' - 8" (8.1 m)
7 units on a 48' or 53' flatbed
'Balloon light only included in raised dimension - balloon light is removed for transportation "Prime horsepower rating provided by engine manufacturer. •"Pnme
generator electrical output per Allmand testing. ""5N operator's manual or •wwwalimandcorn webslte for complete warranty details ""'Based on one hour run test
full fuel tank consumption. Alimand has a policy of continuous product improvement and reserves the right to modify Its specifications at any time and without poor nonce.
OPTIONS
Arctic Package
- Heavy-duty battery
- Block heater (120 VAC)
Interior work light
- Arctic hydraulic fluid
Arctic Max Package (only available with ,
- Heated fuel/water separator
- Radiator cover
- Low fuel beacon
- Adjustable air vent cover panels
- Diesel fired block heater
- Dual heavy-duty batteries
- LSC with E -Stop Package
LED Package
(4) LED light fixtures
LSCTM with E -Stop Package
LSC - Light Sensing Commander'
automatically starts engine at sunset and shut
down engine at sunrise - programmable
jj,Emergency Stop switch on exteriors# machin
w.
irStar Package
a
Balloon Light features the AirStar FlO diffused
lighting system using Alimand's exclusive bulbs
This system provides reduced glare while still
V. illuminating a large area.
- Telematics Package
- Engine Air Intake Shut -Off Valve
2 sAs in (50.8 mm) Bulldog" Coupler
Custom Paint
- Skid Mount Available on Standard SKUs
WHY ALLMAND'
When it comes to managing a jobsite, you want equipment thB'
will not fail you when you need it most. You're looking for trust
and reliability. Allmandbrings that to your jobsite, with over 75
years of respected experience. Our focus on Service and Support
allows users to get the parts, technical service and support they
need. Product innovation has helped us develop state-of-the-
art towable jobsite equipment, bringing portable light towers,
mobile industrial heaters, flashing arrow boards, portable light
stands, portable air compressors and mobile generators for the
construction, mining, oil & gas, and rental markets.
AlImand® P: (800) 7ka (309
P: (800) 562-1373 • F: (308) 995-5887
= www.allmand.com
SINCE 1938
#672
Name: Dan K.
Address: Oroville Dam
Company: Kiewitt
Bill To: PO BOX 452500 Omaha NE 68145
1160MMO 1•'
Maxi -Cite
Quantity
Base Model:
Arctic Package
Gold (Free)•
Telematics (Install Only)
• Cat 1.1 Engine
• Marathon Generator
• (2)-GFCI
• (2) -4 -Prong Twistlock
• (1)-30 AMP RV Outlet Package
• (4) 1250 SHO Metal Halide Lamps
• VIN Package
Additional Comments:
Maxi-Lite CAT 1.1 with marathon gen, telematics, arctic spec.
Allmand Bros , Inc
1502 West 4th Avenue I Holdndge, NE 68949
14
October 12 _t"
Nnta All trancarhnnc chnwn in ii c nnllarc
ITEM 13
NOTICE OF IGA INQUIRY
This is not applicable, the property does not fall within any Intergovernmental Agreement boundaries
ITEM 14
APPLICATION FEE
The $17,600 application fee is attached, corresponding to $5,000 for the first 10 acres and $20 per acre for
the remaining 630 acres on the property
ITEM 15
INVESTIGATION FEE
This is not applicable, no permitted activities have occurred or will occur prior to obtaining a permit
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
ITEM 21
GEOLOGIC HAZARD DEVELOPMENT PERMIT
This is not applicable, the proposed mine is not located within a geologic hazard area
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
ITEM 10
OIL & GAS AGREEMENTS
This is not applicable, there are no oil and gas facilities on the property
ITEM 11
DITCH / IRRIGATION AGREEMENT
This is not applicable, there are no ditches or irrigation on the property
Kiewit Carr Sand & Gravel Mine
Weld County USR Permit Application
Hello