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CHANGE OF ZONE (COZ) APPLICATION
FOR PLANNING DEPARTMENT USE
AMOUNT $
APPLICATION RECEIVED BY
DATE RECEIVED:
CASE # ASSIGNED:
PLANNER ASSIGNED:
PROPERTY INFORMATION (Attach additional sheets if necessary)
Is the property currently in violation? g No / Dyes Violation Case Number:
ite ddre : 989 Highway 85, Brighton, Co 60601
Parcel Numbers: _
Legal Description: See attached sheets
Section: 31 _ , Township 1 N, Range 66
Floodplain: INo 1 Q Yes Geological Hazard
REZONING
Existing Zone District(s): AG
W # of Lots: Total Acreage: 15.08
Na J Yes Airport Overlay: p No 1 [Yes
Proposed Zone District: 1-3
PROPERTY OWNER(S) (Attach additional sheets if necessary.)
Name: SHARON AND ROBERT BAUMGARTNER
Company
Phone #: 303-594-5505
r
Email: baurn5@msn corn
Street Address: 989 Highway 85
City/State/Zip
Code:
Brighton/ GO! 80601
APPLICANT/AUTHORIZED AGENT (Authorization must be included if there is an Authorized Agent)
Name: CRAIG BAUMGARTNER
Company:
Phone #: 303-907-6903
Email: cersbaurngartner@msn.com
Street Address: 989 Highway 85
City/State/Zip
Code:
Brighton/ CO/ 80601
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, All fee owners of the
property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners
must be included with the application. If the fee owner is a corporation, evidence must be included indicating the
sign tort' has the legal thority to sign for the corporation.
S: store
04- WA, tu en
Date
Signature Date
Print
9/10/21 7
DEPARTMENTS OF PLANNING
BUILDING, DEVELOPMENT REVIEW
AND ENVIRONMENTAL HEALTH
1555 NORTH 17TH AVENUE
GREELEY, CO 80831
AUTHORIZATION FORM
I ►e 1 SHARON ROBERT BAUMGARTNER iVre permission to CRAIG BAUMGARTNER
1 ) +7
(Owner -- please print) (Authorized Agent/Applicant—please print)
to apply for any Planning, Building, Access or OVVTS permits on our behalf, for the property located at (address or
parcel number) below;
989 Highway 85, Brighlon CO 80601
' See attached sheets 31 1 l 1, Range 66
Legal Description: _ of Section Township -
Subdivision Name. Lot Block„
Property Owners Information:
989 Highway 85, Brighton Co 80601
Address:
303-594-5505
Phone:
E-mail:
Authorized Agent/Applicant Contact Information:
Address: 989 Highway 85 Brighton, CO 80601
b a ums@man.00m
303-907-6903 _c baumgartner@msn.com
Phone: E -Mail:
Correspondence to be sent to: Owner 11 Authorized Agent/Applicant by: Mail, 1 Email
. Authorization to apply on behalf of the owners for Weld County Planning and Health Departments
Additional Info.
Owner Signature:
rr�
Owner rgnature._ w�..
I
Dated/ "r
Date: -tag !"�'
/
9/10/21 9
WESTERN ENGINEERING CONSULTANTS,
127 S Denver Ave. Fort Lupton, CO 80621
2501 MWWW Street, Brush, CO 80 723
Office: 720-685-9951
Cell. 303-913-7341, Fax 720-294-1330
Entail: chadwin. cox i)westerneei. corn
CHANGE OF ZONE (COZ) PLANNING QUESTIONNAIRE
Inc [IC
Answer the following questions per Section 23-2-50 of the Weld County Code. Please type on a
separate sheet. If a question does not pertain to your proposal, please respond with an explanation
— do not leave questions blank.
Describe the purpose of the proposed change of Zone.
Response:
The rezoning is necessary to continue the use for trucking family business.
Describe the current and previous use of the land.
Response:
Truck and crane parking as approved in the Site Plan Review Case SPR-320.
A 23,000 sf office/warehouse building is onsite, used for the existing trucking business.
3. Describe the proximity of the proposed use to residences.
Response:
Town of Wattenberg residential area starts 1.0 mile to the Northwest
New Vision Mobile home community lies 1.0 miles Northeast
City of Brighton residential area starts 1.21 miles Southeast
4. Explain how the proposed rezoning will correct what the applicant perceives as faulty
zoning, or how the proposed rezoning will fit with what the applicant perceives as the
changing conditions in the area.
Response:
Parcel 147131100002 adjacent to the East is zoned 1-3
Parcel 147131100001 to the Southeast is zoned 1-3
Parcel 147130000093 to the North is zoned 1-3
Current and proposed use of the property is consistent with the surrounding area.
5. Explain how the uses allowed by the proposed rezoning will be compatible with the
surrounding land uses. Include a description of existing land uses for all properties adjacent
to the subject property.
Response:
To the North gravel mining USR-905
To the South concrete batch plant USR-1373
To the East commercial Junkyard/ salvage, USR-1744, and farther southeast another
concrete batch plant
To the West gravel mining USR-1172 (west of South Platte River).
Does the soil report indicate the existence of moderate or severe soil limitations? If so, detail
the methods to be employed to mitigate the limitations for the uses proposed.
Response:
According to the USDA- N RCS Soils Report there are no soil conditions that limit the
proposed use (attached Soils Report). A Subsurface Investigation is enclosed.
7. Explain how this proposal is consistent with the Weld county Comprehensive Plan per
chapter 22 of the Weld county Code.
Response:
The property is located within the Weld County Opportunity zone and the proposes use is
industrial. See figure 1 below
Weld County Comprehensive Plan
Legend
Weld County Boundary
I Other County Boundary
Municipal Boundary
Interstate
— USHighway
— CO Highway
= County Highway
Arterial
Collector
—4Railroads
Flcodplain Constraints
Reside ntia I C o n stra i nts
Weld County Opportunity Zones
ILIM €o wnsite s
Annexation
Urban
Urban-NonUrban Mt(
toonUrban
Rural
Fig 1. Weld County Comprehensive Plan
8. Explain how this proposal will be compatible with future development of the surrounding
area or adopted master plans of affected municipalities.
Response:
The property is not included in the City of Fort Lupton Comprehensive plan map; but it is
included the city of Fort Lupton Three Mile Plan 2020 Map (Fig.2) below, the property is
located within Quadrant IV and uses discussed in the plan include Commercial General,
Commercial Transition, Light Industrial and Industrial uses define the area, see fig 2 below
Fort Lupton Three Miles Plan Map
Fig2
9. Explain how this proposal impacts the protection of the health, safety and welfare of the
inhabitants of the neighborhood and the County.
Response:
Minimal dust is produced by trucks entering/leaving the property, when necessary, the
owner water the access road.
Regular noise produced by trucks and cars entering and leaving the property.
10. Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal
is located within any Overlay Zoning District (Airport, Geologic Hazard, or Historic Townsites
Overlay Districts) or a Special Flood Hazard Area identified by maps officially adopted by the
County.
Response:
The property in located within the City of Fort Lupton IGA and the west part of the property is
within the 100 Year Floodway.
WESTERN ENGINEERING CONSULTANTS,
127 S Denver Ave. Fort Lupton, CO 80621
2501 MWWW Street, Brush, CO 80 723
Office: 720-685-9951
Cell. 303-913-7341, Fax 720-294-1330
Entail: chadwin. cox44%westerneei. corn
CHANGE OF ZONE (COZ)
ENVIRONMENTAL HEALTH QUESTIONNAIRE
Inc [IC
Answer the following questions per the Weld County Code, Chapters 14, 23 and 30. Please
type on a separate sheet. If a question does not pertain to your proposal, please respond with
an explanation- do not leave questions blank.
1. Discuss the existing and proposed potable water source. If utilizing a drinking water well,
include either the well permit or well permit application that was submitted to the State Division
of Water Resources. if utilizing a public water tap, include a will serve letter from the Water
District, a tap or meter number, or a copy of the water bill.
Response: Water Well Permit No.59948-F serves the property currently, and will serve the
proposed building.
2. Discuss the existing and proposed sewage disposal system is on the property. If utilizing
an existing on -site wastewater treatment system (OWTS), provide the OWTS permit number. If
there is no permit due to the age of the existing system, apply for a permit through the
Department of Public Health and Environment prior to submitting this application. If a new
OWTS system will be installed, please state "a new on -site wastewater treatment system is
proposed.' Only propose portable toilets if the use is consistent with the Department of Public
Health and Environment's portable toilet policy.
Response: There is an existing OWTS Permit No. SP -0000059, and a new Septic System is
proposed for the new building.
WESTERN ENGINEERING CONSULTANTS,
127 S Denver Ave. Fort Lupton, CO 80621
2501 MWWW Street, Brush, CO 80 723
Office: 720-685-9951
Cell. 303-913-7341, Fax 720-294-1330
Entail: chadwin. cox44%westerneei. corn
CHANGE OF ZONE (COZ)
DEVELOPMENT REVIEW QUESTIONNAIRE
Inc [IC
Answer the following questions per Section 8-11-40, Appendix 8-0, and Section 8-1410 of the
Weld County Code. Please type on a separate sheet. if a question does not pertain to your
proposal, please respond with an explanation — do not leave questions blank.
1. Describe the access location and applicable use types (i.e., agricultural, residential,
commercial/industrial, and/or oil and gas) of all existing and proposed accesses to the parcel.
Include the approximate distance each access is (or will be if proposed) from an intersecting
county road. State that no existing access is present or that no new access is proposed, if
applicable.
Response:
Approximately DOG ft
2. Describe any anticipated change(s) to an existing access, if applicable.
Response:
No changes are proposed for the existing access.
3. Describe in detail any existing or proposed access gate including its location.
Response:
Existing 40 ft gate is located approximately 600 feet from the west of HWY 85.
4. Describe the location of all existing accesses on adjacent parcels and on parcels located
on the opposite side of the road. Include the approximate distance each access is from an
intersecting county► road.
Response:
Below is a map showing existing accesses for adjacent parcels.
5. Describe any difficulties seeing oncoming traffic from an existing access and any
anticipated difficulties seeing oncoming traffic from a proposed access.
Response:
There are no known difficulties seeing oncoming traffic from the existing access and no changes
are proposed
. Describe any horizontal curve (using terms like mild curve, sharp curve, reverse curve,
etc.) in the vicinity of an existing or proposed access.
Response:
There are no horizontal curves in the vicinity of the existing access.
7. Describe the topography (using terms like flat, slight hills, steep hills, etc.) of the road in
the vicinity of an existing or proposed access.
Response:
Topography in the vicinity of the existing access is flat.
FILED
n0NE1TA DAVIDSON
COLORADO SECRE'T'ARY OF STATE
ARTICLES OF ORGANIZATION
OF
R & S BAUMGARTNER, LLC
20021315174
50.00
SECRETARY OF STATE
11-13-2002 14:01:12
The undersigned, hereby organize, form and establish a limited liability company ("Company")
under the Colorado Limited Liability Company Act ("Act"), as may be amended from time to time.
Article I
Name and Principal Place of Business
The name of the Company is R & S BAUMGARTNER, LLC and its principal place of
business is 1564 Manor Way, Brighton, Colorado 80601.
Article II
Registered Office and Resident Agent
The address of the Company's registered office is 1564 Manor Way, Brighton,. Colorado
80601. The name of the Company's resident agent at such address is Robert L. Baumgartner. ./
Article III
Purpose
The purpose of the Company is to engage in any lawful act or activity for which limited
liability companies may be organized under the Act.
Article IV
Names and Business Address of Initial Managers
The management is vested in managers rather than. members. The name and business address
of the initial mangers who are to serve as managers until the first annual meeting of members or until
their successors are elected and qualified is as follows:
Robert L. Baumgartner
1564 Manor Way
Brighton, CO 80601
Sharon A. Baumgartner
1564 Manor Way
Brighton, CO 80601
(X)MPUTEIR UPDATE COMPL
Article V
Operating Agreement
The Operating Agreement ofthe Company shall be executed by each member of the Company
and shall set forth all provisions for the affairs of the Company and the conduct of its business to the
extent that such provisions are not inconsistent with law or these ARTICLES.
Article VI
Liability of Members and Managers
Members and managers of this Company are not liable under a judgment, decree or order of
a court, or in any other manner, for a debt, obligation or liability of this Company.
Article VII
Indemnification of Managers, Employees, or Agents
The Company shall indemnify the managers, employees, or agents of the Company to the
fullest extent allowed by the law of Colorado as provided in C.R.S. 7-80-410, as may be amended.
Article VIII
Managers
Managers of the company shall be elected by members annually in accordance with the
Operating Agreement to hold office until the next succeeding annual meeting or until their successors
are elected and qualified.
Article IX
Organizer
The name and mailing address of the organizer is:
Name
Robert L. Baumgartner
Sharon A. Baumgartner
Mailing Address
1564 Manor Way
Brighton, CO 80601
1564 Manor Way
Brighton, CO 80601
Article X
Term of Existence
The term for which this Company is to exist is thirty years from the date hereof, except the
Company shall be dissolved upon the occurrence of any of the following events:
(a) By the unanimous written agreement of all members; or
(b) Upon the death, retirement, resignation, expulsion, bankruptcy or dissolution of
a member or the occurrence of any other event which terminates the continued membership of a
member in the Company, unless there are at least two remaining members and the business of the
Company is continued by the consent of all the remaining members under a right to do so stated in
the ARTICLES of Organisation of the Company within ninety days after the termination.
IN WITNESS WHEREOF, we have hereunto set our names this day of jUov.
2002.
STATE OF COLORADO
COUNTY OF ADAMS
) as.
)
Robert L, Baumgart
aron A. Baumgartner V
I, Tr&LWA r; -cm , allotaryPublic, do hereby certify that on this $ day
of flj o uf_yrjaX 2002, personally appeared before me Robert L. Baumgartner and Sharon A.
Baumgartner, who, being by me first duly sworn, declared that they read and signed the foregoing
Articles of Organization and that the statements therein are true and correct to the best of their
knowledge.
IN WITNESS WHEREOF, I have hereunto set my hand and seal this $t" day of
NoV e , 2002.
My Commission expires:
��i5jt)ti
HIGH PLAINS ENGINEERING & DESIGN, LLC
555 MAIN STREET, P.O. BOX 1077, HUDSON, CO 80642 • PHONE: 303-857-9280 • FAX: 303-857-9238
SUBSURFACE INVESTIGATION AND FOUNDATION
RECOMMENDATIONS
Prepared For:
Craig Baumgartner
989 Highway 85
Brighton, CO 80603
Job Site Located At:
989 Highway 85
Weld County, CO
December 14, 2021
JOB #21-2853
Todd M. Schroeder P.E. 33548
AGREEMENT OF PURPOSE AND DISCLAIMER:
The parties specifically agree and contract that the purpose of the provided subsurface
investigation is to test, analyze, and provide geotechnical recommendations for the
foundation recommendations. This report presents a description of subsurface
conditions encountered at the site, design, and construction criteria influenced by the
subsurface conditions. The opinions and recommendations presented in this report are
based on the data generated during this field exploration, laboratory testing, and our
experience. A foundation design sealed by a Professional Engineer is required to obtain
a building permit but is not included in this report.
The parties specifically agree that High Plains Engineering & Design, LLC has not been
retained nor will they render an opinion concerning environmental issues, hazardous
waste or any other known and or unknown conditions that may be present on the job
site, since this is not our area of expertise.
LOCATION AND SITE CONDITIONS: _
This report represents the results of the data obtained during the subsoil
investigation for the steel building located at 989 Highway 85, Weld County, CO.
The proposed building site is a vacant area on the lot. The site is reasonably level with
approximate slopes of 1.0% to the North -Northwest. The lot appears to be well drained
with no erosion evident.
The depths of the excavation are anticipated to range from two (2) to four (4) feet
below grades that existed at the time of this investigation. It is anticipated that final
grades may be adjusted to accommodate drainage and construction depths. It is
recommended that we review the final grading plan to determine if any revisions to the
recommendations presented in this report are necessary.
SUBSOIL CONDITIONS:
Three, four -inch -diameter holes were drilled up to a depth of twenty feet at the project
site on November 9, 2021, as shown on the attached site map. Soil samples were
analyzed in the field and laboratory to determine the characteristics of the soil (per
Unified Soil Classification System) for identification and foundation design
recommendations. In general, the soil profiles in test -holes #1, #2 & #3 indicated Sandy
Clay (SC) to a depth of 4 feet, underlain by Sandy Silt (SM) to a depth of 7 feet. Poorly
Graded Sandy Silt (SP-SM) exists to a final depth of 20 feet.
The Standard Penetration Test per ASTM D1586 showed test -hole #1 as having 13 blows
for a 12 -inch penetration at a depth of 2 feet, 19 blows for a 12 -inch penetration a t a
depth of 7 feet and 23 blows for a 12 -inch penetration at a depth of 12 feet. Test -hole
#3 showed 32 blows for a 12 -inch penetration at a depth of 4 feet, 29 blows for a 12 -
inch penetration at a depth of 9 feet and 29 blows for a 12 -inch penetration at a depth
of 14 feet. Please note that actual subsurface soil conditions may vary between
samples and locations tested.
Job#21-2853 Page 2 of 8
One-dimensional swell/consolidation tests were performed on selected samples to
evaluate the expansive, compressive and collapsing nature of the soils and/or bedrock
strata. These tests in test -hole #1 indicated an expansion potential of 0.2% at a depth
of 2 feet, a consolidation potential of 0.7% at a depth of 7 feet. Samples taken from test -
hole #3 at a depth of 4 feet were too gravelly to perform swell testing. The soils in this
report were classified using the American Society of Testing Materials (ASTM)
procedures.
The geotechnical practice in the State of Colorado utilizes a relative scale to evaluate
swelling (expansion) potentials. When a sample is wetted under a surcharge pressure
of 500 pounds per square foot (psf), the measured swell is classified as low, moderate,
high, or very high. The following table represents the relative classification criteria.
Please note that the measured swell is not the only criteria for slab -on -grade
recommendations and additional factors are considered by the engineer when
evaluating the risk for slab -on -grade construction.
TABLE 1
SLAB PERFORMANCE
RISK CATEGORY
LOW
MODERATE
HIGH
VERY HIGH
REPRESENTATIVE
PERCENT SWELL
(500 PSF SURCHARGE)
0 TO <3
3 TO <5
5 TO <8
>8
Source: Colorado Association of Geotechnical Engineers, Guideline for Slab Performance
Risk Evaluation and Residential Basement Floor System Recommendations (Denver
Metropolitan Area), 1996
GROUNDWATER:
Groundwater levels were recorded at the time of our field investigation; free water was
encountered at a depth of 10 feet. The groundwater can be expected to fluctuate
throughout the year depending on variations in precipitation, surface drainage and
irrigation on the site. The possible presence of shallow bedrock/dense clays beneath
the surface is favorable for the formation of "perched" groundwater. We recommend
that the bottom of the basement or crawlspace excavations be maintained at least 4
feet above the free groundwater level.
The ground water levels recorded represent the free, static water levels after
equalization of hydrostatic pressures in the test -hole borings. It is possible that the
groundwater levels recorded in the test -hole borings may not be present at those levels
in the foundation excavations. Flow rates, seepage paths, hydrostatic pressures,
seasonal groundwater fluctuations, water quality and other factors were not
determined in this investigation. A program, which may include special well
construction, test procedures, long-term monitoring, and analysis, would be necessary
to determine these factors.
Job##21-2853 Page 3 of 8
FOUNDATION RECOMMENDATIONS:
The Sandy Clay (SC) / Sandy Silt (SM) material has a bearing strength of 1500 pounds
per square fdot (psf) and an equivalent liquid pressure of 35 pcf. We recommend the
use of a continuous spread footing, due to the low expansion -consolidation potential of
the analyzed soils. The foundation must be constructed at the location in which soils
investigation was performed.
All rebar must be fully contained within the footing/foundation and shall not have any
contact with the native soils due to the known risks of soluble sulfates contained in area
soils.
All loose and disturbed soil shall be removed before placing of the concrete for the
foundation. The bottom of the foundation shall be a minimum of 30" below final grade
for that rnn' aired k.,y local j;.irkdiction: whichever is greateri for frost protection
Soil settlement resulting from the assumed structural loads is estimated to be one inch or
less. Soil expansion at this site may be up to one inch in some areas. No foundation wall
is to exceed twenty-five feet in length without utilizing buttresses or counterforts unless
otherwise designed by the foundation engineer.
Engineered steel reinforcements shall be required in the footings and foundation walls.
This will give walls or footing beams the strength to span or bridge over any loose or soft
pockets of soil that may develop during construction.
Owners shall be made aware of all contents of this report, and the fact that water
accumulation around foundation elements is the primary cause of distressed
foundations.
To help prevent secondary damage that could be caused by slab movement, the
following construction techniques are additional recommendations for the foundation
construction.
SLAB ON GRADE CONSTRUCTION:
Steel Building/Shop and Exterior Slab -on -grade Concrete: The soil encountered at or
below anticipated slab elevations has a low swell potential. If removal and replacement
of soil below slabs is required, use a non -expansive granular soil with Plasticity Index less
than 15 and Liquid Limit less than 30 and compacted to a minimum of 95% ASTM D698
(Standard Proctor Density), within 2% of the optimum moisture content.
The slabs should be constructed as "floating" slabs, which are free to move in the
vertical direction. The slabs should not be attached to interior or exterior bearing
members. The following design and construction details for slab -on -grade construction
are recommended.
Job#21-2853 Page 4 of 8
Floor slabs placed above potentially expansive soils will be expected to heave
and crack to some degree. It is impossible to predict with certainty how much
slab movement will actually occur. When the owners cannot tolerate slab
movement, we recommend to install a structural slab in place of the conventional
slab on grade for floor construction.
2. Where steel building/shop slabs and exterior slabs -on -grade are chosen, and the
owners undersland and oc.cel,tsctll Iherisks essoc lined with slab rr'1UVarc7Cr11, the
following recommendations should be followed with the amount of over -
excavation and replacement with imported fill determined by the owner/builder.
a. Positive separations and/or isolation joints should be provided between slabs and
all foundation walls, bearing members (columns), plumbing and utility lines.
Isolation may be achieved with 1/2 inch expansion material or by sleeving. Vertical
movement of the slabs should not be restricted. A minimum void of 3 inches
should be provided with all non-bearing partition walls to allow movement
without damaging the structure. Provide a minimum 1/2 inch space at the bottom
of all doorjambs. It is the owner's responsibility to maintain these void spaces.
Mechanical equipment set on the slab will require an expandable/collapsible
connection to ductwork, etc.
b. Eliminate plumbing under slabs where feasible. Where such plumbing is
unavoidable, it should be thoroughly pressure tested during construction.
c. A vapor retarder is required per IRC R506.2.3 except use 15 -mil minimum thickness,
located per ACI guidelines and installed per ASTM specifications. Floor slabs and
footings should not be constructed on frozen subgrade. Slabs should be
reinforced with rebar or wire mesh to help control crack separation.
3. Provide frequent scoring of the slabs in square dimensions (non- rectangular) to
provide joints for controlled cracking of the slab. Control joints should be placed
at distances equal to 24 to 30 times the slab thickness and the depth of sawed
control joints should be 1/4 of the slab thickness. Joints should be sawed as soon
as the concrete will withstand the energy of sawing without raveling the edges of
the joint. For most concrete mixtures, sawing should be completed within 6 to 18
hours after pouring, but never more than 24 hours. Install a good quality sealant
(pliable/non-hardening) in these joints to prevent surface discharges of liquid from
penetrating slab sub -grades.
4 The soils that will support the concrete slabs should be kept moist during
construction by occasional sprinkling of water. The soils should be moistened to
+/- 2 % optimum moisture within 24 hours of pouring the slabs. This procedure will
help maintain the moisture content of the underlying soil. 'Heavy watering .or
pooling of any kind next to tine foundation or within the hackfilled area is nol
recommended.**
Jab#21-2853 Page 5 of 8
BACKFILL:
The foundation and retaining walls must be well cured and well braced prior to
backfilling.
Any soil disturbed adjacent to bearing foundation components are to be re -
compacted to a minimum of 95% Standard Proctor Density (ASTM D698). Backfill that
bears concrete slabs shall be compacted to 95% Standard Proctor Density (ASTM D698).
Mechanical compaction methods shall be utilized, (water -flooding techniques are
strictly prohibited). See Compaction Section for more information regarding
compaction requirements and techniques.
Proper drainage away from the foundation walls shall be provided. The owners are
advised to immediately fill any settled areas to eliminate water accumulation near the
foundation. A minimum slope of 12 inches in the first 10 feet from the perimeter of the
building is recommended. Roof downspouts and sill cocks should discharge into long
concrete splash blocks (5 feet long min.) or into gutter extensions to deposit runoff water
beyond the limits of the backfill soil near the foundation walls. Plastic membranes should
not be used to cover the ground surface immediately surrounding the structure;
geotextile fabric should be utilized for weed control. Any drainage water from uphill
shall be diverted around the structure.
Sprinkling systems should not be installed or direct water to be within 10 feet of the
foundation. The owner/builder is also advised that irrigation lines can leak and/or break,
resulting in release of excessive amounts of water near the foundation. This can cause
damage to slabs and foundation walls. WATER ACCUMULATION AROUND FOUNDATION
ELEMENTS IS THE MAIN CAUSE OF DISTRESSED FOUNDATIONS.
COMPACTION:
Placing Fill: No brush, sod, frozen material, perishable material, unsuitable material, or
stones of four inches or greater in maximum dimension shall be placed in the fill. The
distribution of the material on the fill shall be such as to avoid the formation of layers of
materials differing substantially in characteristics from the surrounding materials.
The materials are to be delivered to the backfill surface at a uniform rate, and in such
quantity as to permit a satisfactory construction procedure. Unnecessary concentration
of backfill machinery travel tending to cause ruts and other hollows more than six inches
in depth, are to be re -graded and compacted. After dumping of fill material on the
backfill surface, the material is to be spread by approved methods in approximately 6
inches compacted thickness.
Job#21-2853 Page 6 of 8
Moisture Control: The material in each layer shall be compacted by rolling and shall
contain the optimum moisture required for maximum compaction, as nearly
practicable and as determined by the soils engineer. The moisture content shall be
uniform throughout all layers. If in the opinion of the soils engineer it is not possible to
obtain moisture content by adding water on the fill surface, the contractor may be
required to add the necessary moisture to backfill material in the borrow area.
Compaction: When the moisture condition and content of each spread layer is
satisfactory, it shall be compacted by a method approved by the soils engineer to 95%
ASTM D698 (Standard Proctor Density) for slab areas, and 98% ASTM D698 for footing
and/or pad areas. A Standard Proctor test is to be performed for each typical fill
material and frequent tests of the density of the fill must be taken.
In general, to compact cohesion -less free -draining materials, the above guidelines
also apply.
When compacting cohesion -less free -draining materials such as gravel and sand, the
materials shall be deposited in layers and compacted by treads of a crawler type
tractor, surface of internal vibrators, pneumatic or smooth rollers, power or hand
tampers, or by any other means approved by the soils engineer. The thickness of the
horizontal layers after compaction is not to exceed 6 inches compacted thickness if
compaction is performed by tractor treads, surface vibrators or similar equipment, or
not more than penetrating length of the vibrator head if compaction is performed by
internal vibrators. When the moisture content and condition of each spread layer is
satisfactory, it shall be compacted by a method approved by the soils engineer to 91%
ASTM D1557 (Modified Proctor Density) for slab areas, and 94% ASTM D1557 for footing
and/or pad areas.
CONSTRUCTION DETAILS - GENERAL COMMENTS:
In any soil investigation, it is necessary to assume that the subsurface soil conditions do
not vary greatly from the conditions encountered in the field and laboratory testing. The
accompanying design is presented using best professional judgment based on the limits
of the extent of testing commissioned by the client. Our experience has been that at
times, soil conditions do change and variations do occur. These may become first
apparent at the time of excavation for the foundation system.
**If soils conditions are encountered which appear different from the test borings as
presented in this report, it is required that this office be called to make an observation
of the open excavation prior to placing the footings. The cost of this observation is not
part of this report.**
This project should be constructed by a qualified contractor with experience in similar
projects. The owner/builder is advised to observe and document the construction
process to ensure the construction is performed in accordance with the design drawings
and technical specifications. The foundation and retaining walls must be well cured
and well braced prior to backfilling.
Job#21-2853 Page 7 of 8
This report does not address general hillside stability, landslide potential, and/or other
natural hazards. Several areas in the Colorado Front Range have known geologic
hazards associated with them. We recommend that readers of this report educate
themselves farther as to the existence of geologic hazards on or around their specific
property of interest. The Colorado Geologic Survey {www.geosurvey.state.co.us or 303-
866-2611} is a good source for publications (maps, reports, etc.) dealing with specific
geologic issues and/or issues related to specific geographic areas.
DISCLAIMER:
We do not guarantee the performance of the project in any respect, but only that our
engineering work and judgments rendered meet the standard care of our profession.
The presence of underground workings (e.g. coal mines) and subsidence potential from
any workings was not part of this investigation. The owner should contact the State and
County agencies to determine if mining has been conducted in the area and if any
precautions are recommended.
THE PARTIES SPECIFICALLY AGREE THAT HIGH PLAINS ENGINEERING & DESIGN, LLC. HAS
NOT BEEN RETAINED NOR WILL THEY RENDER AN OPINION CONCERNING ANY
ENVIRONMENTAL ISSUES, HAZARDOUS WASTE OR ANY OTHER KNOWN OR UNKNOWN
CONDITIONS THAT MAY BE PRESENT ON SITE.
DUE TO CHANGING TECHNOLOGY, BUILDING CODES AND CITY/COUNTY REQUIREMENTS,
THIS SOIL REPORT MUST BE USED WITHIN ONE YEAR OF THE DATE ON THE FRONT OF THE
REPORT OR MUST BE REVISED.
Job#21-2853 Page 8 of 8
Blowcounts J 3/ 12 HOLE I
10
11
12
13
14
15
16
17
18
19
20
TEST hOLE(S) $ 2 4 3
SANDY CLAY (SC)
SANDY SILT (SM)
HIGH PLAINS ENGINEERING & DESIGNI_LLC
555 MAIN STREET, P.O. BOX 1077, HUDSON, CO 80642 • PHONE: 303-857-9280 • FAX: 303-857-9238
PERCENT SWELL/CONSOLIDATION
10
8
6
4
2
-10
H2O ADDED
100 500 1000
LOADING (PSF)
HOLE #
DEPTH
L.L.
P.L.
1
2' BC
NON -
PLASTIC
P.I.
EXPANSION
10000
% CONSOLIDATION
% MOISTURE
0.2
SOIL TYPE:
SANDY CLAY (SC)
JOB NO:
21-2853
JOB LOCATION:
DATE:
12/14/21
989 HIGHWAY 85
DRAWN:
KELSEY
WELD COUNTY, CO
CHECKED:
4)MS
HIGH PLAINS ENGINEERING & DESIGN, LLC
555 MAIN STREET, P.O. BOX 1077, HUDSON, CO 80642 • PHONE: 303-857-9280 • FAX: 303-857-9238
10
8
PERCENT SWELL/CONSOLIDATION
6
4
2
0--
-6
-8
10
100
H2O ADDED
500 1000
LOADING (PSF)
HOLE #
1
DEPTH
7' BC
L.L.
P.L.
NON -
PLASTIC
P.I.
EXPANSION
10000
% CONSOLIDATION
0.7
MOISTURE
13.88
SOIL TYPE:
SANDY SILT (SM)
JOB NO:
21-2853
JOB LOCATION:
_
DATE:
12/14/21
989 HIGHWAY 85
DRAWN:
KELSEY
WELD COUNTY, CO
CHECKED:
4MS
HIGH PLAINS ENGINEERING & DESIGN LLC
555 MAIN STREET, P.O. BOX 1077, HUDSON, CO 80642 • PHONE: 303-857-9280 6 FAX: 303-857-9238
10
8
6
z 4
O
0
J 2
0
NY
0
0 •
J
W
-2
4-
z
W
V
w -4
-6
-8
10
100
H2O ADDED
HOLE #
3
DEPTH
4' BC
L.L.
500 1000
LOADING IPSO
P.L.
P.I.
EXPANSION
% CONSOLIDATION
TOO GRAVELLY TO
SWELL
SOIL TYPE:
10000
% MOISTURE
7.64
POORLY GRADED SANDY SILT (SP-SM)
JOB NO:
21-2853
JOB LOCATION:
DATE:
12/14/21
989 HIGHWAY 85
DRAWN:
CHECKED:
KELSEY
WELD COUNTY, CO
/ ] 5
HIGH PLAINS ENGINEERING & DESIGN, LLC
555 MAIN STREET, P.O. BOX 1077, HUDSON, CO 806420 PHONE (303) 857-9280 FAX (303) 857-9238
FOUNDATION GRADING DETAIL
(STEEL BUILDING)
5' MIN.
- -1 fUNDATION WALL
NOTE
I . PROVIDE A MINIMUM SLOPE OF 12" IN THE
FIRST 10'-0" FROM FOUNDATION (10%)
2. DOWNSPOUTS AND EXTENSIONS SHOULD
EXTEND BEYOND THE GRAVEL OR STONE AREA
3. HARDSCAPING NEXT TO FOUNDATION SHOULD
SLOPE AWAY AT 2% SLOPE
-1_
-' 66'
SlUM
1
—160'
89 HIGHWAY 85
WELD COUNTY, CO
LEGEND
o - Percolation Test Hole
X -Percolation Profile Hole
A- Soil Profile Hole
X X Fence
* -Bench Mark
E -Soil Pit
AP
ACCESS
All locations shown above are based on specific information
furnished by others or estimates made in the field by High
Plains Engineering & Design personnel. The locations, distances,
directions, etc, are not the result of' a property survey but
are approximations and are not warranted to be exact, It is
-the owner/builder's responsibility to define property -
boundaries and ensure all onsite improvements are located
within the platted site and out of inappropriate easements.
All distances are to be verified prior to excavation,
• B 1016 REC 01952894 01/12/84 12:59 $6.00 1/O02
• F 0434 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
AK1952894
COORS ENERGY COMPANY
RIGHT OF WAY EAS£I>ENT
(POST CONSTRUCTION)
No 124-4, 125-2
For and in consideration of Ten and no/10O Dollars
($ 10.00 ) in hand paid, the receipt of which is hereby acknowledged,
the undersigned Grantor(s) hereby grant(s) and convey(s) to Coors Energy
Company, a Colorado corporation, Grantee, an easement fifty (50) feet in
width, to install, construct, maintain, alter, repair, replace, reconstruct,
operate and remove pipelines and related appurtenances, fixtures, or devices
for the transportation of hydrocarbon products, on under, over or through the
following described lands in Weld County, State of Colorado,
the center line (pipeline) of the easement is described as follows, to -wit:
A fifty foot wide easement in Sections 3O and 31, Township 1 North,
' Range 66 West, more particularly described in Exhibit A attached
hereto and made a part hereof.
This easement cancels and supersedes that certain Pre -Construction ease-
ment from Grantor to Grantee dated February 9, 1982, and May 6 , 19 82 •
.The easement encompasses a continuous strip of land 50 feet in width at
all points on the property crossed by the above -described centerline and
extending to the boundaries of the adjacent property.
The above suns is acknowledged by the undersigned as full conside.ation
for the easement and also for damages to both land and growing crops occasioned
by the initial installation of facilities. The Grantor(s) reserve(s)'the right
to cultivate, use and occupy said premises for any purpose consistent with
the rights and privileges herein granted and which will not interfere with or
endanger any of the facilities therin or use thereof. Such reservation'by
the Grantor(s) shall in no event include the right to construct any buildings
or structures, to impound any water, or to plant any trees or shrubs upon the
easement. The Grantee, at•all times, shall have the right of access by a
reasonable route to the easement and along and upon the same for the purposes
hereof, which include surveying, inspection and testing. Grantee shall pay
Grantor(s) for actual damages to land and growing crops occasioned by any
future installations, construction, maintenance, alteration, repairing, re-
placing, reconstruction, and removal of facilities on the easement.
To Have and to Hold the said easement unto the said Coors Energy Company,
its successors and assigns, so long as the same shall be used or useful for
the purposes of the Grantee.
Executed by Grantor(s) this• �= day of [(u%rztl .
19 83 . [ J1 1
Tr n a Sta nton as Persona epresent
ti of the Estate of David H. Stainton
The foregoing instrument was acknowledged before me this ge
-�$��4day ofI�_e v J , 19 I'S , by ✓�i 4,o .l.J f f Aryl,-'
.,_VP,i- ,7‘_ 4-27ed— * e7L)
,...ii j1s .-[
Ps :'; NC•p;.t:DUAI
AT THE r . R r :'r:. 11,15 Ill.
Y, . _ _Fh •';',U Alf
;',' • • - -
- . !.k f -b IT
Witness :1y hand and official seal.
My commission expires
tot • / Public
4
f
B 1018 REC 01952894 01/12/84 12:59 $6.00 2/002
F 0435 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
EASEMENT DESCRIPTION (NYSTR, iM STAINToN)
EGIIBITA
A strip of land in Sectkons' 30 and 31, Township 1 North, Range 66 West of the Sixth
Principal, Meridian, County of Weld, State of Colorado, being 25.00 feet on each side of
the following described centerline:
Co.i.rencirg at the Northwest corner of said Section 31; thence N89'02' 01 "E (assumed) along
the North line of said Section 31, 1266.00 feet to the Point of Beginning; thence
S48'5 48"E, a distance of 3,349 feet; thence 588'45'14"E, a distance of 522.57 feet;
thence S89'32'29"E, a distance of 334.88 feet; thence N45'43'32"E, a distance of 62.48
feet; thence N8851 ' 28"E, a distance of 388.44 feet to the Point of Terminus from whence
the North quarter corner of said Section 31 bears N85'38'48"E at a distance of 131.89
feet, containing 1.520 acres, fore or less.
A parcel of land in Section 31, Township 1 North, Range 66 West of the Sixth Principal
Meridian, County of Weld, State of Colorado, more particulArly described as follows:
Beginning at the North quarter corner of said Section; thence in a Westerly.direction
along the North line of said Section, a distance of 131.66 feet to a line parallel to the
East line of the Northwest quarter of said Section; thence in a Southerly direction along
a line parallel to said East line, a distance of 30.00 feet to a line parallel to said
:oreh line; thence in an Easterly direction along a lire parallel to said North line, at a
distance of 131.66 feet to said East line; thence in a Northerly direction along said East
`line, a distance of 30.00 feet to the Point of Beginning, containing g 0.344 acres, .yore or
less.
A parcel of land in Section 30, Township ; North, Range 66 West of the Sixth Principal
Meridian, County of Weld, State of Colorado, .,ore particularly described as follows:
Com Fencing at the North quarter of said Section; thence in an Easterly direction along the
South line of said Section, a distance of 422.20 feet to the Point of F.egknni g; thence
continuing along said South line, at a distance of 50.00 feet to the Westerly Right-of-way
of State Highway 85,' thence in a Northerly direction along said Westerly Right-of-way, a
distanc4 of 30.00 feet to a line parallel to said So-th line; thence in a Westerly
direction along a line parallel to said South line, a distance of 50.00 feet to a '_r..!
parallel to said South line, a distance of 50.00 feet to a lire parallel to said Westerly
Ri; nt-of-;way; thence in a soetherly direction along a line parallel to said Westerly
Right-of-way, a distance of 30.00 feet to the Point of Beginning, containing 0.0907 acres,
,•
Doc. No
day of
H Stai
AR1892545
COORS ENERGY COMPANY
RIGHT OF WAY EASEMENT
(POST CONSTRUCTION)
For and in consideration of Ten and no/100 Dollars
($ 10.00 ) in hand paid, the receipt of which is hereby acknowledged,
the undersigned Grantor(s) hereby grant(s) and convey(s) to Coors Energy
Company, a Colorado corporation, Grantee, an easement fifty (50) feet Ln
width, to install, construct, maintain, alter, repair, replace, reconstruct,
operate and remove pipelines and related appurtenances, fixtures, or devices
for the transportation of hydrocarbon products, on under, over or through the
following described lands in Weld County, State of Colorado,
the center line (pipeline) of the easement is described as follows, to -wit:
A fifty foot wide easement in Sections 30 and 31, Township 1 North,
.Range 66 West, more particularly described ₹n Exhibit A (consisting
of 3 Pages), attached hereto and made a part hereof.
This easement cancels and supersedes that certain Pre -Construction ease-
ment from Grantor to Grantee dated FPhruary � , 1982
The easement encompasses a continuous -strip of land 50 feet LI width at
all points on the property crossed by the above -described centerline and
extending to the boundaries of the adjacent property.
The above sum is acknowledged by the undersigned as full consideration
for the easement and also for damages to both land and growing crops occasioned
by the initial installation of facilities. The Grantor(s) reserve(s) the right
•to cultivate, use and occupy said premises for any purpose consistent with
the rights and privileges herein granted and which will not interfere with or
endanger any of the facilities therin or use thereof. Such reservation by
the Grantor(s) shall in no event include the right to construct any buildings
or structures, to impound any water, or to plant any trees or shrubs upon the
easement. The Grantee, at all times, shall have the right of access by a
reasonable route to the easement and a]ong and upon the same for the purposes
hereof, which include surveying, inspectiot. and testing. Grantee shall pay
Grantor(s) for actual damages to land and growing crops occasioned by any
future installations, construction, maintenance, alteration, repairing, re-
placing, reconstruction, and removal of facilities on the easement.
To Have and to Hold the said easement unto the said Coors Energy Company,
its subceSsors and assigns, so long as the same shall be used or useful for
the purposes of the Grantee.
Executed by Grantor(s) this. (p -
1982 ,
STATE OF COLORADO
y of
avial on
The foregoing instrument was acknowledged before me this
rJ , 19 82 , by David B. Nystrom and David
Address:3.5
d„,,t
Soo 02-0
Witness My hand and official seal.
My commfss on expire
Notary Public
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P 0968 REC 01892545 05/24/82 16:32 $12.00 2/004
F 1708 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
EASEMENT DESCRIPTION (NYSTRCM-STAINtt )
A strip of land in Sections 30 and 31, Township 1 North, Range 66 west of the Sixth
Principal Meridian, County of Weld, State of Colorado, being 25.00 feet cn each side of
the following described centerline:
Commencing at the Northwest' corner of said Section 31; thence N89°02'01"E 02' 01 "E (assumed) along
the North line of said Section 31, 1266.00 feet to the Point of Beginning; thence
S48°53'48"E, a distance of 334.38 feet; thence 588°45'14"E,, a distance of 522.57 feet;
thence S89°32'29"E, a distance of 334.88 feet; thence N45°43'32"E, a distance of 62.48
feet; thence N88°51'28"E, a distance of 388.44 feet to the Point of Terminus from whence
the North quarter corner of said Section 31 bears N85°38'48"E at a distance of 131.89
feet, containing 1.520 acres, more or less.
EXHIBIT A
(Page 1)
a
8+ 0966 REC 01892545 05/24/8?
3
F 1 709 MARY ANN FEUERSTETN CLERK & RECORDER WELD CO,
EASEMENT DESCRIPTION (NYSTI M-STAINION)
A parcel of land in Section 31, Township 1 North, Range 66 West of the Sixth Principal
Meridian, County of Weld, State of Colorado, more particularly described as follows:
Beginning at the North quarter corner of said Section; thence in a Westerly direction
along the North line of said Section, a distance of 131.66 feet to a line parallel to the.
East line of the Northwest quarter of said Section; thence in a Southerly direction along
a line parallel to said East line, a distance of 30.00 feet to a line parallel to said
North line; thence in an Easterly direction along a line parallel to said North line, at a
distance of 131.66 feet to said East line; thence in a Northerly direction along said East
line, a distance of 30.00 feet to the Point of Beginning, containing 0.344 acres, more or
less.
EXHIBIT A
(Page 2)
a
B 0968 REC 01892545 05/24/82 16:32 $12.00 4/004
F 1710 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
EASEMENT DESCRIPTION (NYSTRa47 .STAINION)
A parcel of land in Section 30, Township 1 North, Range 66 West of the Sixth Principal
Meridian, County of Weld, State of Colorado, more particularly described as follows:
Commencing
South line
continuing
at the North quarter of said Section; thence in an Easterly direction along the
of said Section, a distance of 422.20 feet to the Point of Beginning; thence
along said South line, at a distance of 50.00 feet to the Westerly Right -of --way
of State Highway 85; thence in a Northerly direction along said Westerly Right-of-way, a
distance of 30.00 feet to a line parallel to said
direction along a line,parallel to said South line,
parallel to said South line, a distance of 50.00 feet
Right-of-way; thence
South line; thence in a Westerly
a distance of 50.00 feet to a line
to a line parallel to said Westerly
in a southerly direction along a line parallel to said Westerly
Right-of-way, a distance of 30.00 feet to the Point of Beginning, containing 0.0907 acres,
more or less.
•
EXHIBIT A
(Page 3)
AR1883582
W. S. G. Doc No. 94361
Doc. No, 124-4
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WESTERN SLOPE GAS COMPANY
RIGHT OF WAY EASEMENT
(PRE -SURVEY)
For and in consideration of Ten and no/100
Dollars
($ 10.00 ) in hand paid, the receipt of which is hereby acknowledged,
the undersigned Grantor(s) hereby grant(s) and convey(s) to Western Slo -
Gas Company, a Colorado corporation, Grantee, an easement WA/MY feet in sixty (60
width, to install, construct, maintain, alter, repair, replace, reconstruct,
operate and remove pipelines and related appurtenances, fixtures, or devices
for the transportation of hydrocarbon products, as said facilities may here-
after be located and constructed on, under, over or' through the following
described lands in Weld County, State of Colorado.
Strips of land thirty (30') feet wide over and across: 1) The Southerly
thirty feet of the SW4, Section 30, Township 1 North, Range 66 West,
said strip beginning approximately 1,400' west of the SW corner of
Section 30 and running approximately 1,180' easterly to the'property
line of Cowan Concrete Products, Inc., 2) The Southerly thirty feet
of the SEQ, Section 30, Township 1 North, Range 66 West, said strip
beginning at the easterly property line of Cowan Concrete Products,
Inc. and running approximately 50' easterly to the westerly right-
of-way boundary of Highway 85, 3) The Northerly thirty feet of the
NW4,'Section 31, Township 1 North, Range 66 West, said strip beginning
approximately 1,400' west of the NW corner of Section 31 and running
approximately 1,200' easterly to the property line of George Norden.
The easement encompasses a continuous strip of land 60 feet in width at
all points on the property crossed and extending to the boundaries of the
adjacent property.
The above sum is acknowledged by the undersigned as full consideration
for the easement. The Grantor(s) reserve(s) the right to cultivate, use and
occupy said premises for any purpose consistent with the rights and privileges,
herein granted and which will not interfere with or endanger any of the faci-
lities therein or use thereof. Such reservation by the Grantor(s) shall in no
.event include the right to construct any buildings or structures, to impound
any water, or to plant any trees or shrubs upon the easement. The Grantee, at
all times, shall have the right of access by a reasonable route to the ease-
ment and along and upon the same for the purposes hereof, which include sur-
veying, inspection and testing. Grantee shall pay Grantor(s) for actual -
damages to land and growing crops occasioned by any installation, construction,
maintenance, alteration, repairing, replacing, reconstruction, and removal
of facilities on the easement.
To Have and to Hold the said easement unto the said Western Slope Gas
Company, its successors and assigns, so long as the seine shall be used or
useful fm: the purposes of the Grantee.
Executed by Grantor(s) this _ ("-I day of February
19 82.
STATE OF COLORADO
COUNTY OF f3 a u, I , p rt
Davy
. Nystrom
ffavici H. toinon
The foregoing instrument was acknowledged before me
of re IDrcA. ar► . 19 C . , by
ari k B ckU , H . c `t' a ; r, -r e , ,
•
7
day
Witness My hand and official seal.
•
My concession expires Se �`(. JO 19F2...
\O• � . •• C
/ Notary Public , r
?c2/ Pi•l/rs,are C I
-Howl 'on C a lo. g0•Z4t
•
Doc. No.
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AK189253b
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WESTERN SLOPE GAS.COMPANY
RIGHT OF WAY EASEMENT
(POST SURVEY)
For and in consideration of Ten and no/100 Dollars
($ u.00 ) in hand paid, the receipt of which is hereby acknowledged;
the undersigned Grantor(s) hereby grants) and convey(s) to Western Slope Gas
Company, a Colorado corporation, Grantee, an easement fifty (50) feet in width,
to install, construct, maintain, alter, repair, replace, reconstruct, operate
and remove pipelines and related appurtenances, fixtures, or devices for the
transportation of hydrocarbon products, on, under, over or through the fol-
lowing described lands in Weld County, State of Colorado,
the center line (pipeline) of the easement is described as follows, to -wit:
.A fifty foot wide easement in Sections 30 and 31, Township 1 North,
Range 66 West, more particularly described in Exhibit A (consisting
of 3 pages), attached hereto and made a part hereof.
This easement cancels and supersedes that certain Pre -Survey easement
from Grantor to Grantee dated Februacyj 0.982
.
The easement encompasses a continuous strip of land 50 fe..t in width at
all points on the property crossed by the above -described centerline and ex-
tending to the boundaries of the adjacent property. _
The above sum is acknowledged by the undersigned as full consideration
for the easement and also for damages to both land and growing crops occasioned
by the initial installation of facilities. The Grantor(s) reserve(s) the
right to cultivate, use and occupy said premises for any purpose consistent
with the rights and privileges herein granted and which will not interfere
with or endanger any of the facilities therein or use thereof. Such reser-
vation by the Grantor(s) shall in no event include the right to construct
any buildings or structures, to impound any water, or to plant any trees or
shrubs upon the easement. The Grantee, at all times, shall have the right
of access by a reasonable route to the easement and along and upon the same
for the purposes hereof, which include surveying, inspection and testing.
Grantee shall pay Grantor(s) for actual damages to lard and growing crops
occasioned by any future installations, construction maintenance, alteration,
repairing, replacing, reconstruction, and removal of facilities on_the ease-
ment.
To Have and to Hold the said easement unto the said Western Slope Gas
Company, its successors and assigns, so long as the same shall be used or
useful for the purposes of the Grantee.
Executed by Grantor(s) this /14
0 --
STATE OF COLORADO )
)S.S.
COUNTY OF�1 fi.c)
The foregoing instrument was acknowledged before me this z•
e7 day
°77'7C�y 19 82 , by David B. Nystrom and David H. Stainton
Address: $6 —
Witness My.hand and official seal.
My con,
on expire
Notary Public
B 0968 REC 01892536 05/24/8262
2004
F 1694 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO,/CO
EASEMENT DESCRIPTION (NYSTRCM-STAINiY )
A strip of land in Sections 30 and 31, Township 1 North, Range 66 West of the Sixth
Principal Meridian, County of Weld, State of Colorado, being 25.00 feet on each side of
the following described centerline:
Commencing at the Northwest corner of said Section 31; thence N89°02'01"E (assumed) along
the North line of- said Section 31, 1266.00 feet to the Point of Beginning; thence
548°53'48"E, a distance of 334.88 feet; thence S88°45'14"E, a distance of 522.57 feet;
thence S89°32'29"E, a distance of 334.88 feet; thence N45°43'32"E, a distance of 62.48
feet; thence N88°5'•'28"E, a distance of 388.44 feet to the Point of Terminus from whence
the North quarter corner of said Section 31 bears N85°38'48"E at a distance of 131.89
fe<t, containing 1.520 acres, more or less.
EXHIBIT A
(Page 1)
-
B 0968 REC 01892536 05/24/82 16:27 $12.00 3/004
F 1695 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CD
r
EASEMENT DESCRIPTION (NYSIPCM-STAR+ SON)
A parcel of land in Section 31, Township 1 North, Range 66 West of the Sixth Principal
Meridian, County of Weld, State of Colorado, more particularly described as follows:
Beginning at the North quarter corner of said Section; thence in a Westerly direction
along the North line of said Section, a distance of 131.66 feet to a line parallel to the
East line of the Northwest quarter of said Section; thence in a Southerly direction' along
a line parallel to said East line, a distance of 30.00 feet to a line parallel to said
North line; thence in an Eastetly direction along a line parallel to said North line, at a
distance of 131.66 feet to said East line; thence in a Northerly direction along said East
line, a distance of 30.00 feet to the Point of Beginning, containing 0.344 acres, more or
less.
EXHIBIT A
(Page 2)
B 0968 REC 01892536 05/24/82 16:27 $12.00 4/004
F 1696 MARY ANN FEUERSTEIN CLERK tr RECORDER WELD CO, CO
•
•
EASEMENT DESCRIPTION (NYSTRCM-STAINYON)
A parcel of land in Section 30, Township 1 North, Range 66 West of the Sixth Principal
Meridian, County of Weld, State of Colorado, more particularly described as follows:
Commencing at the North quarter of said Section; thence in an Easterly direction along the
South line of said Section, a distance of 422.20 feet to the Point of Beginning; thence
continuing along said South line, at a distance of 50.00 feet to the Westerly Right-of-way
of State Highway 85; thence in a Northerly direction along said Westerly Right -of --way, a
distance of 30.00 feet to a line parallel to said South line; thence in a Westerly
direction along a line parallel to said South line, a distance of 50.00 feet to a line
parallel to said South line, a distance of 50.00 feet to a line parallel to said Westerly
Right-of-way; thence in a southerly direction along a line parallel to said Westerly
Right-of-way, a distance of 30.00 feet to the Point of Beginning, containing 0.0907 acres,
more or less.
EXHIBIT A
(Page 3)
r
B 1018 REC 01952895 01/12/84 12:59 $6.00 1/002
Doc. No. 94361
F 0436 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
AR195cf89S
WESTERN SLOPE GAS.COMPANY
RIGHT OF WAY EASEMENT
(POST SURVEY)
For and in consideration of Ten and no/100 Dollars
($ in_on ) in hand paid, the receipt of which is hereby acknowledged,
the undersigned Grantor(s) hereby grant(s) and convey(s) to Western Slope Gas
Company, a Colorado corporation, Grantee, an easement fifty (50) feet in width,
to install, construct, maintain, alter, repair, replace, reconstruct, operate
and remove pipelines and related appurtenances, fixtures, or devices for the
transportation of hydrocarbon products, on, under, over or through the fol-
lowing described lands in Weld County, State of Colorado,
the center line (pipeline) of the easement is described as follows, to -wit:
A fifty foot wide easement in Sections 30 and 31, Township 1 North,
Range 66 West, more particularly described in Exhibit A attached
hereto and made a part hereof.
• This easement cancels and supersedes that certain Pre -Survey easement
from Grantor to Grantee dated February 9, 1982, and May 6 ,19 82
The easement encompasses a continuous strip of land 50 feet in width at.
all points on the property crossed by the above -described centerline and ex-
tending- to the boundaries of the adjacent property.
The above sum is acknowledged by the undersigned as full consideration
for the easement and also for damages to both land and growing crops occasioned
by the initial installation of facilities. The Grantor(s) reserve(s) the
right to cultivate, use and occupy said premises for any purpose consistent
with the rights and privileges herein granted and which will not interfere
with or endanger any of the facilities therein or use thereof. Such reser- i zg
vation by the Grantor(s) shall in no event include the right to construct
`f�
any buildings or structures, to impound ��� g any water, or to plant any Lsees or x
shrubs upon the easement. The Grantee, at all times, shall have the right $;:
of access by a reasonable route to the easement and along and upon the same ',;
for the purposes hereof, which include surveying, inspection and testing.
Grantee shall pay Grantor(s) for actual damages to land and growing crops `'
occasioned by any future installations, construction maintenance, alteration,
repairing, replacing, reconstruction, and removal of facilities on_the ease- m='-
ment. 4.
To Have and to Hold the said easement unto the said Western Slope Gas Ko=,.:6
Company, its successors and assigns, so long as the same shall be used or "ss'" "ti
F s r. ,J
useful for the purposes of the Grantee. ,. X IA"
Executed by Grantor(s) this
STATE OF COLORADO COUNTY OF c AA-)
1
day of /iyklp i4, ,19 83 .
�v B. Nis rom
V,i g nia Stainton as Persona epresen-
ti ve of the Estate of David H. Stainton
e foregoing instrument was acknowledged befgre.54 this /.344- day
o41.n-i.4, . 19)/2 , by , ( L,I 74 te7te
Witness My. hand and official seal.
B 1018 REC 01952895 01/12/84 12:59 $6.00 2/002
F 0437 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
EASEMENT DEOCRI IC (NYST; ,-SaAI ON)
EXHIBIT A
A strip of land in Sections' 30 and 31, Township 1 North, Range 66 West of the Sixth.
Principal Meridian, County of Weld, State of Colorado, being 25.00 feet on each sick; of
the following described centerline:
Commencing at the Northwest corner of said Section 31; thence N89'02'01"E (assumed) along
the North line of said Section 31, 1266.00 feet to the Point of Beginning; thence
S43°5348"E, a distance of 33:49'- feet; thence S88'45'14"E, a distance of 522.57 feet;
thence 589'32'29"E, a distance of 334.88 feet; thence N45'43'32"E, a distance of 62.48
feet; thence N88°51'28"E, a distance of 388.44 feet to the Point of Terminus from whence
the North quarter corner of said Section 31 bears N85'38'48"E at a distance of 131.89
feet, eontaihing 1.520 acres, more or less.
A parcel of land in Section 31, Township '1 North, Range 66 West of the Sixth. Principal
Meridian, County of Weld, State of Colorado, more particularly described as follows:
Beginning at the North quarter corner of said Section; thence in a Westerly direction
along the North line of said Section, a distance of 131.66 feet to a line parallel to the
East line of the Northwest quarter of said Section; thence in a Southerly direction along
a line parallel to said East line, a distance of 30.00 feet to a line parallel to said
North line; thence in an Easterly direction along'a a lire parallel to said North line, at a
distance of ►31.66 feet to said East line; thence in a Northerly direction along said East
line, a distance of 30.00 feet Point
to the of Beginning, containing 0.344 acres, .'rC'ire or
less.
A parcel of land in Section 30, Township 1 North, Range 66 West of the Sixth Principal
:eridian, County of Weld, State of Colorado, more particularly described as follows:
Comnericing at the North quarter of said Section; thence in an Easterly direction along the
South nine of said Section, a distance of 422.20 feet to the Point of inning; thence
continuing along said South line, at a distance of 50.00 feet to the Westerly Right -of -ay
of State Highway 855; thence in a Northerly direction along said Westerly Right-of-way, a
distance of 30.00 feet to a line parallel to said South nine; thence in a Westerly
eiror on along a 17..e; nnacles to Baia South ino, i rliw-,ance of FLC0 fc t to a „r.r�
parallel to said South line, a distance of 50.00 feet to a line parallel to said Westerly
Rignt-of- ay; thence in a southerly direction along e line parallel to said Weaterly
Rig'nt-of-way, a distance of 30.00 feet to the Point of Beginning, containing 0.0507 acres,
:-ore o; ae:.s.
Weld bounty Treasurer
Statement of Taxes due
Account Number R2.227103 Parcel I47l3 I2OO097
Legal Description Situs tus Address
PT N2N E4NW4 31-1-66 EXC E 100'AL O EXC ALL THAT LYING 'WITHIN BEG SE4N2NE4NW4
THN W ALONG S LN N2NE4NW4 100' TO TRUE POB W540' NLY 280' ELY 540' SLY 280' TO
TRUE POB
989 HIGHWAY 85 WELD
Account: 82227103
BAUMGARTNER ROBERT L
989 US HIGHWAY 85
BRIGHTON, CO 80603-6602
Year Tax
Adjustments
Interest
Fees
Payments
Balance
Tax Charge
2020
Total Tax Charge
$38,316.6?
$0.00
$0.00
$0.00
($38316.62)
$0.00
$0.00
Grand Total. Due as of 11/22/2021
$0,00
Tax Billed at 2020 Rates for Tax Area 2522 - 2522
Authority
WELD COUNTY
SCHOOL D]ST 27.1
CENTRAL COLORADO WATER
(CCW
CENTRAL COLORADO WATER
SIJBD
GREATER BRIGHTON FIRE
HIGH PLAINS LIBRARY
Taxes Billed 2020
* Credit Levy
Mi I1 Levy
15,0380000*
48.7450000*
!.1560000
2.1510000
1 1.7950000
3.1 810000
Amount
$7,021.25
$22,759.04
$539, 73
$1,004.30
$5,507.09
S1.485.21
82.0660000
$38,316_62
Values
SP'EC.PURPOSE-
LAND
SPEC,PURPOSE-
lN4PROVEMENTS
Total
Actual
$417,817
$1,192,183
Assessed
$!21,170
$345,730
$ I,6l0,000
$466,900
ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE
LUENI-(OLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES,
Weld County Treasurer's Office
1400 N 17th Avenue
PO Box 458
Greeley, CO 80632
Phone: 970-400-3 90
Pursuant to the Weld Counti Subdivision Ordinance, the attached Statement of Taxes Due
issued by the Weld County Treasurer are evidence that as of this date, all current and prior year
taxes related to this parcel have been paid in full.
Date: IL22,2O2 1
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