HomeMy WebLinkAbout20230481.tiffDocuSign Envelope ID: 726350A3-A50B-4A6A-AE50-BC931861 D3EC
CHANGE OF ZONE (COZ) APPLICATION
FOR PLANNING DEPARTMENT USE:
AMOUNT $
APPLICATION RECEIVED BY
DATE RECEIVED:
CASE # ASSIGNED:
PLANNER ASSIGNED:
P ROPERTY INFORMATION (Attach additional sheets if necessary.)
Is the property currently in violation? No / Yes Violation Case Number:
Site Address: 1821 County Road 27, Brighton, CO 80603
Parcel Numbers: 1
4 7 1 _ 3 0 1 0 0 1 0 3
Legal Description: PT NE4 30-1-66 LOT A 2ND CORR REC EXEMPT RE 3362 (.46R)
Section: 30 , Township 01
Floodplain:
No /
N, Range 66 W # of Lots: 1 Total Acreage: 3.8314
Yes Geological Hazard:
REZONING
Existing Zone District(s): Ag
No / Yes Airport Overlay:
Proposed Zone District: 1-3
PROPERTY OWNER(S) (Attach additional sheets if necessary.)
Name: Jane Sasaki
No /
Yes
Company: Sasaki Family Holdings LLC
P hone #: (303) 472-2222
Email: Keith@kanemoto.com
Street Address: 1821 County Road 27
City/State/Zip Brighton, CO
Code: 80603
APPLICANT/AUTHORIZED AGENT (Authorization must be included if there is an Authorized Agent.)
Name: Jim Winter
Company: NGL Energy Parterns
P hone #: (720) 213-1521
Email: jim.winter@nglep.com
Street Address: 865 North Albion Street, Suite 440
City/State/Zip Denver, CO
Code: 80220
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
signatory has the legal authority to sign for the corporation.
DocuSigned by:
00i-vitkr
Galture94AD.
Jim Winter
9/27/2022 11:04 PM EDT
Date
Signature Date
Print Print
9/10/21 7
I, (We), Sasaki Family Holdings LLC
(Owner — please print)
DEPARTMENTS OF PLANNING
BUILDING, DEVELOPMENT REVIEW
AND ENVIRONMENTAL HEALTH
1555 NORTH 17TH AVENUE
GREELEY, CO 80631
AUTHORIZATIO FORM
, give permission to Bob Choate
(Authorized Agent/Applicant—please print)
to apply for any Pilanning, Building, Access, Grading or OWTS permits on our behalf, for the property located
at (address or parcel number) below:
1821 County Road 27, Brighton, CO 80603
Legal Description: PT NE4 30-1-66 LOT A 2ND COF of Section 30 , Township Q1 N, Range 66 W
Subdivision Name: LOT A 2ND CORR REC EXEMPT RE 3362 (.46R)
Property Owners Information:
Address: 1821 COUNTY ROAD 27
Lot A
Block
Phone: (303) 659-0018 E-mail: janesasaki@msn.com
Authorized Agent/Applicant Contact Information:
Address: 103 W. Mountain Ave Ste. 200 Fort Collins, CO 80524
Phone: (970) 449-8120 E -Mail: bchoate@cp2law.com
Correspondence to be sent to: Owner LI Authorized Agent/Applicant �' by: Mail Li Email n
Additional Info: Please include bob.demaree@kw.com and michael.dente@kw.com on all correspondences as well
I (We) hereby certify, under penalty of perjury and after carefully reading the entire conten
document, that the information stated above is true and correct to the best of my (our) know
fI
wner Signature
Owner Signature
Subscribed and sworn to before me this
Sam. Saii-ol;
My commission expiresArCIn 2O Z
day of Vey. rr
Date
S of this
edge.
, 20 2 3 by
Notary Public
JACOB WIEGERT
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20224011746
My Commission Expires March 24, 2026
DEPARTMENTS OF PLANNING
BUILDING, DEVELOPMENT REVIEW
AND ENVIRONMENTAL HEALTH
1555 NORTH 17TH AVENUE
GREELEY, CO 80631
AUTHORIZATION FORM
1, (We), Sasaki Family Holdings LLC , give permission to Jim winter
(Owner — please print)
(Authorized Agent/Applicant—please print)
to apply for any Planning, Building, Access, Grading or OWTS permits on our behalf, for the property located
at (address or parcel number) below:
1821 County Road 27, Brighton, CO 80603
Legal Description: PT NE4 -1 L OT A 2ND COF of Section 30 , Township 01 N, Range 66
Subdivision Name: LOT A 2ND CORR REC EXEMPT RE 3362 (.46R) Lot A Block
Property Owners Information:
Address: 1821 COUNTY ROAD 27
Phone: (303) 472-2222
E-rna'1. Keith@kanemoto.com
Authorized Agent/Applicant Contact Information:
/address. 865 North Albion Street, Suite 400 Denver, CO 80220
Phone: (720) 213-1521 E -Mail: Jim.Winter@nglep.com
Correspondence to be sent to: Owner la Authorized Agent/Applicant by: Mail,_ Email _
V
Additional Info: Please include bob.dernaree@kw.com and michael.dente@kw.com on all correspondences as well
I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this
document, that the information stated above is true and correct to the best of my (our) knowledge.
Winer Signature
Subscribed and sworn to before me this
My commission expires
1ST
Owner Signature
day of _
SAMANTHA MAXINE HAFFN ER Notary Public
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20204044845
My Commission Expires December 2812024
Date
by
MUST BE TYPED
FTT LNG FEE: $50.00
MUST SU MIT TWi• CONES
Please include a typed
self-addressed envelope
all to: Secretary of State
Corporations Section
560 Broadway, Suite 200
Denver, C (S) 80202
(303) 894-2251
Max (303) 894-2242
A klICLES OF ORGTIN
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I/We the undersigned natural person(s) of the age of eighteen years or more, acting as organizer(s) of a limited liability company
under the Colorado Limited Liability Company Act, adopt the following Articles of Organization for such limited liability company:
FIRST: The name of the limited liability company is: Sasaki Family Holdings, LLC
S ECOND:
THIRD:
FOURTH:
FIFTH:
S IXTH:
S igned
Principal place of business (if known): 1821 Weld County Road 27, Brighton, CO 80601
The street address of the initial registered office of the limited liability company is:
1821 Weld County Road 27, Brighton, CO 80601
The mailing address (if different from above ) of the initial registered office of the limited liability company is:
The name of its proposed registered agent in Colorado at that address is: Jane A. Sasaki
X The management is vested in managers (check if appropriate)
The names and business addresses of the initial manager or managers or if the management is vested in
the members, rather than managers, the names and addresses of the member or members are:
NAME ADD!'
S
S
include zip codes)
Joe D. Sasaki 1821 Weld County Road 27
Jane A. Sasaki
The name and address of each organizer is:
NAME
Joe D. Sasaki
Jane A. Sasaki
Joe D. Sasaki, Organizer
Brighton, CO 80601
1821 Weld County Road 27
Brighton, CO 80601
ADDRESS (include zip code)
1821 Weld County Road 27
Brighton, CO 80601
1821 Weld County Road 27
Brighton, CO 80601
Signed`- 7V9
Jane A. Sasaki, Organizer
Revilsed 7195
CHANGE OF ZONE (COZ) PLANNING QUESTIONNAIRE
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.
1. Describe the purpose of the proposed Change of Zone.
Response:
NGL proposes purchasing 1821 County Road 27 (3.78 acre parcel adjacent to them), rezoning said
parcel from Ag to 1-3 in preparation for future industrial uses.
The current owner is Sasaki Family Holdings, LLC. Jane Sasaki, the managing member of Sasaki
Family Holdings, will continue to live on the 3.78 acre parcel until she is no longer able. The change
of zone will allow the site to conform to the surrounding land uses when Jane Sasaki vacates.
2. Describe the current and previous use of the land.
Response:
The site was previously and currently used as agricultural ground with a residence.
3. Describe the proximity of the proposed use to residences.
Response:
There are two residential properties across CR-27 from the subject property. All other neighboring
properties have heavy industrial/commercial uses.
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:
The proposed rezone (from AG to 1-3) matches the existing land uses surrounding the property;
including outdoor material storage (Monarch Stone), and outdoor equipment and vehicle storage
(Patriot Well Solutions & JW Power). Currently, the corner lot northwest of the property (which is
zoned 1-3) has plans to use the site for their civil contracting business. The site is also within the
Weld County Opportunity zone, and the proposed zone change is consistent with the surrounding
land uses. Northeast of the site, Clayton Homes is currently building a manufacturing facility on 52
acres previously owned by vestas.
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:
Parcel:147130100108 abutting this property to the north is used as pure outdoor material storage.
Parcel: 147130100109 to the NW is zoned 1-3 and is working with Weld County to have a service
building and heavy outdoor storage.
Parcel: 147129200115 on the other side of CR-27 is utilized by JW Power. This site has service
buildings and outdoor storage. (compatible with 1-2/1-3 zoning)
Parcel: 147129200116 is across CR-27 and one property south of JW Power. This property is used
by Patriot Well Solutions primarily for outdoor storage of vehicles and equipment. (Compatible with
1-2/1-3 zoning).
Parcel :147130100104 is South of this lot. This is the site NGL currently uses and it is zoned 1-3.
Current and proposed use of the property is consistent with the surrounding area and the Weld
County Comprehensive Plan.
6. 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- NRCS Soils Report there are no soil conditions that limit the proposed use.
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 proposed use is
commercial. See figure 1 below. The sections of the figure with black cross marks indicate the Weld
County Opportunity Zone boundaries. It is also within the annexation area of Fort Lupton in the
comprehensive plan, however, they cannot annex or provide utilities due to Fort Lupton and
Brighton intergovernmental agreement.
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 site to the North (Parcel: 147130100109) is currently pursuing plans with Weld County to build
a building and have a large site for outdoor storage. City of Brighton has this site listed as
"Industrial" in its master plan. Almost all of the surrounding uses are heavy Industrial/heavy
commercial and there is continued industrial/commercial growth.
9. Explain how this proposal impacts the protection of the health, safety and welfare of the
inhabitants of the neighborhood and the County.
Response:
Access into the site will be through NGL's current access and there are no obvious adverse health,
safety, or welfare impacts to the neighborhood or community. Upside benefits to the community
are; job creation, tax revenue, and utilization of unused 1-3 ground.
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 is not located within any existing CPAs or IGA and is within the Weld County
Opportunity zone. It is not located in the FEMA Flood Hazard Area.
CHANGE OF ZONE (COZ)
DEVELOPMENT REVIEW QUESTIONNAIRE
Answer the following questions per Section 8-11-40, Appendix 8-Q, and Section 8-14-10 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:
Existing access to the site is off of WCR-27 (N Main St). Additional access proposed further
south (440ft) on WCR-27. NGL will grant an access easement (so there is a shared access at
that point) for commercial vehicles/uses. The existing access point north of the house will
continue to be used while Jane Sasaki continues to occupy the residence. Once jane vacates
the premises, that access point can be relinquished.
Existing Access Proposed Access
2. Describe any anticipated change(s) to an existing access, if applicable.
Response:
No changes to existing access at this time. The current access will only be used by the
caretaker while she occupies the property. Once she moves, the current access will be
relinquished.
3. Describe in detail any existing or proposed access gate including its location.
Response:
We are unaware of any existing access gates. No future access gate proposed at this time.
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 accesses. No known
difficulties seeing oncoming traffic from proposed access.
6. 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 and proposed accesses
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 accesses from WCR-27 is flat, as well as the proposed
access.
CHANGE OF ZONE (COZ)
ENVIRONMENTAL HEALTH QUESTIONNAIRE
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: The site currently has a residential and an irrigation well. A new well for future commercial uses
drilled into Laramie -Fox hills is proposed.
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: A new Septic System is proposed for the future commercial use. The existing septic system on
the 3.78 acre parcel will remain in place for continued use by Jane Sasaki until she vacates the premises
August 11, 2022
NGL Water Solutions DJ, LLC
865 North Albion Street, Suite 400
Denver, Colorado 80220
Attn: Mr. Jim Winter (jim.winternglep.com)
Re: Geologic Hazards and Mineral Extraction Report
1821 County Road 27
Brighton, Weld County, Colorado
EEC Project No. 1222081
Mr. Winter:
EARTH ENGINEERING
CONSULTANTS, LLC
As requested, Earth Engineering Consultants, LLC (EEC) personnel have completed the geologic
hazards and mineral extraction evaluation you requested for the referenced project. Our evaluation
was carried out by reviewing readily available data concerning soil and groundwater conditions
for the site, principally through review of United States Geological Survey (USGS), Colorado
Geological Survey (CGS), and United States Department of Agriculture Natural Resources
Conservation Service (MRCS) published information. A listing of the references reviewed as a part
of the geologic hazard evaluation is included with this report.
The referenced property is located in the Northeast 1/4 of the Northeast 1/4 of Section 30, T 1 N,
R67W of the 6th Principal Meridian, in Brighton, Weld County, Colorado. The development
property is approximately 4.29 acres. We understand the development is planned for heavy
industrial use. A diagram indicating the approximate location of the development is included with
this report (Figure 1).
The purpose of this evaluation is to identify potential geologic hazards and mineral resources
which may conflict with the proposed development. The conclusions and recommendations
presented in this report are based upon the acquired field data, review of the available literature
and previous experience with similar geologic conditions in this area.
4396 GREENFIELD DRIVE
WINDSOR, COLORADO 80550
(970) 545-3908 FAX (970) 663-0282
www.earth-engineering.com
Earth Engineering Consultants, LLC
EEC Project No. 1222081
August 11, 2022
Page 2
Based on a recent site visit, the site can generally be described as follows. The southern and
northern portions of the site were vacant areas with the ground surface consisting of either sparse
vegetation, gravel road surfacing, or cultivated land. An existing single-family dwelling and
detached garage were present near the center of the lot with evidence of an apparent water well on
the north side of the dwelling. A drainage ditch parallels the east side of the site. The site was
relatively flat with apparent drainage to the north. Aside from the existing dwelling and its
associated improvements, evidence of other prior building construction was not observed at the
site by EEC field personnel. No apparent areas of slope instability were observed during our site
visit.
Literature Review
Soil/Geologic Review
The site geology presented in this report is based upon the review of the available literature and
maps, and previous experience with similar geologic conditions in this area. The locations of
geologic features are approximate and should be considered accurate only to the degree implied
by the methods used to make those measurements.
The project site lies in the Colorado Piedmont Section of the Great Plains Physiographic Province.
The sediments which compose the Colorado Piedmont were formed when uplift of the present-day
Rocky Mountains in Late Cretaceous -Eocene times (70-30 million years ago) produced a large
increase of stream sediments resulting in deposition of sediments on the flanks next to the
mountain belt and outlying areas. The Colorado Piedmont is an elongated trough in the Great
Plains, adjacent to the Front Range of the Southern Rocky Mountains. The Colorado Piedmont
was formed when uplift of the area in Miocene times (20-5 million years ago) produced an increase
of stream erosion resulting in scouring next to the foothills and outlying areas. The Piedmont is
bordered by the Southern Rocky Mountains to the west, Great Plains escarpment to the northeast,
and Palmer Divide to the south.
Structurally, the site lies within the Denver Basin, a thick accumulation of Paleozoic and Mesozoic
Era sediments involved with down -warping of the basin area and uplift of the adjacent highlands.
Small anticlinal folds occur adjacent to the Front Range. It is our understanding that faulting has
not taken place in the recent historic past in this area.
Earth Engineering Consultants, LLC
EEC Project No. 1222081
August 11, 2022
Page 3
Review of soil classification mapping indicates the near surface subgrades consist of a relatively
thin mantle of Altvan loam (Map Unit Symbol 1) (Figure 2), described as soil with nearly equal
parts of sand and silt with lesser amounts of clay (Natural Resources Conservation Service, 2022).
Geologic mapping (Figure 3) suggests the loam soils are underlain by Broadway Alluvium
generally consisting of sand and gravel which extends to bedrock at variable depths (Colton, 1978).
The alluvium deposits are described as well sorted and well stratified sand, granules and pebbles.
The underlying bedrock is mapped (Figure 4) as possible Denver Formation consisting of
sandstone, shale, mudstone, conglomerate with local coal beds (Tweto, 1979). Groundwater
depths are suggested at depths greater than 80 inches below ground surface.
Landslide Potential
Landslides as defined by CGS form on a preferential weakness zone causing a 'dry' mass of rock
to slide downhill under the pull of gravity. Slopes appear to be relatively gentle on this parcel and
no zones of preferential weakness were observed during our site visit; therefore, it is our opinion
that the risk from landslide to be negligible at this particular location under current conditions.
Oil and Gas Potential
A review of the Colorado Oil and Gas Conservation Commission (COGCC) database (Colorado
Oil and Gas Conservation Commision, 2022) indicates the site is located within an identified oil
and gas field; furthermore, oil/gas facilities and/or wells (either abandoned or in operation) are
present on adjacent properties (Figure 5). Based on the available information, it appears potential
oil/gas resources could exist; however, a comprehensive evaluation by others would be required
to evaluate that possibility.
Coal Mine Potential
The project site appears located within the Denver Coal Region possibly containing bituminous
and subbituminous coal at possible depths less than 150 feet below ground surface (Carroll, 2006).
A review of the available mapping was performed to locate nearby active and historical coal
mining operations (Colorado Geological Survey, 2022). No coal mines were shown at the project
site. Based on the available information, it appears potential coal resources could exist; however,
a comprehensive evaluation by others would be required to evaluate that possibility.
Earth Engineering Consultants, LLC
EEC Project No. 1222081
August 11, 2022
Page 4
Radiation
Review of the available information indicates that no deposits of radioactive minerals have been
identified at the referenced property (Colorado Geological Survey, 2022). Although radioactive
minerals were not identified, mitigating radon within site buildings may be necessary. Typically,
radon levels are measured within site buildings after a normal operating routine has been
established.
Mineral Resources
Review of available mineral resource mapping indicates that no sources of critical minerals are
inferred at this site (United States Geological Survey, 2022).
Sand, Gravel, and Quarry Resources
Review of available aggregate resource mapping (Figure 6) of the Colorado Front Range indicates
a possible resource of sand and gravel may exist below ground surface at the referenced property
(Schwochow, Shroba, & Wicklein, 1974). That sand and gravel deposit is identified as T3 which
is a stream terrace deposit generally consisting of sand and fine aggregate. A comprehensive
evaluation and geotechnical exploration by others would be necessary to evaluate the possibility
if that resource is economically viable.
CONCLUSION
Based on our literature review, geologic hazards do not appear on the property, and since critical
mineral resources are not inferred on the property, mineral resources do not appear as an economic
resource. Resources of coal, oil and gas, and sand and gravel appear possible and could be further
explored to determine if extraction of those resources are economically viable.
Aside from the identified resources, the proposed development appears compatible with the
geologic conditions at the site. Geotechnical subsurface explorations are recommended for each
building to identify existing subsurface conditions. Pre -mitigation radon control methods, such as
sub -slab piping, as well as radon tests should be considered.
Earth Engineering Consultants, LLC
EEC Project No. 1222081
August 11, 2022
Page 5
The information included in this report was obtained to help determine the feasibility of this
project. Professional opinions presented in this report are based on evaluation of technical
information gathered, partly on our understanding of the characteristics of the development
proposed, and partly on our experience with geologic conditions in the area. We do not guarantee
the performance of the project in any respect, only an opinion of geologic conditions.
We appreciate the opportunity to be of service to you on this project. If you have any questions
concerning this report, or if we can be of further service to you in any other way, please do not
hesitate to contact us.
Very truly yours,
Earth Engineering Consultants, LLC
Ethan P. Wiechert, P.E.
Senior Project Engineer
Reviewed by: David A. Richer, P.E.
Senior Geotechnical Engineer
cc: Robert Demaree (bob.demaree@kw.com)
Earth Engineering Consultants, LLC
EEC Project No. 1222081
August 11, 2022
Page 6
References
Carroll, C. (2006). MS -09 Coal Resources and Development Map of Colorado . Colorado Geological Survey.
Colorado Geological Survey. (2022). Colorado Historical Coal Mines. Retrieved from
https://cologeosurvey.maps.arcgis.com
Colorado Geological Survey. (2022). ON -B -40M Radioactive Mineral Occurances of Colorado. Retrieved from
https://cologeosurvey.maps.arcgis.com
Colorado Oil and Gas Conservation Commision. (2022). COGCC GISOnline. Retrieved from
https://cogccmap.state.co.us/cogcc_gis_online/
Colton, R. B. (1978). Geologic map of the Boulder -Fort Collins -Greeley area, Front Range Urban Corridor,
Colorado. U.S. Geological Survey.
Natural Resources Conservation Service. (2022). Custom Soil Resource Report for Weld County, Colorado Southern
Part.
Schwochow, S. D., Shroba, R. R., & Wicklein, P. C. (1974). Atlas of Sand, Gravel, and Quarry Aggregate
Resources Colorado Front Range Counties, Special Publication 5-B. Denver, Colorado: Colorado
Geological Survey Department of Natural Resources.
Tweto, O. (1979). Geologic Map of Colorado. United States Geological Survey.
United States Geological Survey. (2022). Mineral Resources Data System.
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Figure 1: 1 82 1 County Road 27 - Site Location
Brighton, Colorado
EEC Project #: 1222081 Date: August 2022
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Figure 2: 1821 County Road 27 - NRCS Soil Survey Map
Brighton, Colorado
EEC Project #: 1222081 Date: August 2022
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POST -PINEY CREEK ALLUVIUM (UPPER HOLOCENE)---Dark-gray humic,
sandy to gravelly alluvium. Underlies flood plains of major streams and
terraces less than. 3 m above stream level. Thickness is from 2-5 m
PINEY CREEK ALLUVIUM (UPPER HOLOCENE) —Dark -gray humic sandy to
gravelly alluvium containing organic matter. Underlies terraces whose
surfaces are 3-6 in above a nearby flood plain. Areas underlain by this
formation along the South Platte River were partly flooded in 1965 and
again in 1973
BROADWAY ALLUVIUM (PINEDALE GLACIATION, PLEISTOCENE) -Sand
and gravel deposited by the South Platte River and its tributaries. Well -
sorted and well -stratified: average size distribution is 509 sand, 25%
granules and 25% pebbles. Terrace surfaces are about 13 m above major
streams near the Front Range and 6 rn above near Greeley. Locally, map
unit includes some Louviers Alluvium. Along tributaries the Broadway
Alluvium is 3-5 rn thick. Along the South Platte River Broadway and
Louviers Alluviums are as much as 38 rn thick, but averages only 11 m
(Colton, 1978)
Figure 3: 1821 County Road 27 - Geologic Map
Brighton, Colorado
EEC Project #: 1222081 Date: August 2022
North
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lac GRAVELS AND ALLUVIUMS (P1NEDALE AND BULL LAKE AGE) includes
Broadway and Louviers Alluviums
TKdI DENVER FORMATION OR LOWER PART OF DAWSON ARKOSE Arkosic
sandstone, shale, mudstone. conglomerate, and local coal beds
(Tweto, 1979)
Figure 4: 1821 County Road 27 - Geologic Map
Brighton, Colorado
EEC Project #: 1222081 Date: August 2022
North
Not to Scale
EARTH ENGINEERING CONSULTANTS, LLC
• HI I I ENHOUSE 11-19A
6
® PLATTE GRAVEL 1
30 1%
IC
a
2
• WATA DA R E D WW 19-4D
Project Site IMF RD
• BRANCUCCI FEDERAL 1
SOUTH WELD SWD 1
• SOUTH WELD SWD 4
= 800 Feet -
0 400 800 1600
AV H3AN1a
1.
H
CROWN PRINCE BD
North
Not to Scale
(Colorado Oil and Gas Conservation Commission, 2022)
Figure 5: 1821 County Road 27 - Map of Oil and Gas Wells / Fields
Brighton, Colorado
EEC Project #: 1222081 Date: August 2022
Wells
• Well (API Spot)
Well Name
COGCC
(_ Oil 8 Gas Fields
Horizontal Fields
Fields
Wattenberg Field
__ Roads & Railroads (CDOT)
Highways
Railroads
Major Roads
410. Forest Roads
Local Roads
Section, Township. 8 Range (PL
Townships
Sections
EARTH ENGINEERING CONSULTANTS, LLC
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Project Site
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I' oil I_uhlon
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it
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Fiton ow"
&'101202 , 2:05:18 PM
ri;dorado_Ri ter VaIley _'?and_Cc_avel u res
naklgorf -1 - I'il'3h Potential
�=. Calegory ii- Nigh Patntial,overlain by +5re tot loecs
Category 2 - C=�•:�� Pc.:rte nti aI
Category ; - r' 1cxierate Potential
Category a - Elk:derate P: terrt131, ;p', rlaln by +5 Metal less
G,3tr• ry 4 - L::n'r Potential
Category 4.a - ILAN Pc?1ental, ckr'erlain by +5 feet Lif be s-
C:tate_Land_Hoard_rai in cal_rsh iF•
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Other Quad Eound.ar =7
1 yl `•;tLFdr A,rµa Quadrangle Rau ndary
County_ br:iun'd.3r s_DC'La,
Other
L—• mapped
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'Jet indecc-int:a'ct, known!otser;ed (sDltd;i
inferred, buries (dotted) :i) ex)nta t
:3pp•rc;.:+: irnate id sash• d,l ont.a�t
neatliDe! I:u: dt'rdelineatk;n of resource areas that end at a county teurilaryl
unattlibuted lin , u:scti for clarfkatbn of textual notes
Landforrn UJ n it_Dlasss if' ation
A - allu'', lal fan
E - e lian :s:and (wind •deposited)
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Bureau of l,i.an.��-rn�-nt, Esri, HEF.E, �z3rrnin, C�i:�•�•f•hn•;�E�3'r�, In•�., I n...-rrn:aF•, L�_•C.,, fviE71, I•J:�,: ;�., EPA, I_I._.d,-. � ._•�h�,,,�h•,.,,,-_•.C., ._.hr•;�t•:3, F.F,., and pur..E..4ein, i5.C.., t., r�,, ,_.3n•�, �r3.�.1, .3n�1 �.uarr� 1��•a�r�..3.3t�. R�-s, Er:�E�r.a•:l•�; Front F�ng�. Er�untl�-_.,, r�::.�G;�rad•;:, �•�,�I•�;�tr3) rye/ , L��.n. �.r, C-.;EWrado,
Figure 6: 1821 County Road 27 -Aggregate Resources Map
Brighton, Colorado
EEC Project #: 1222081 Date: August 2022
North
Not to Scale
EARTH ENGINEERING CONSULTANTS, LLC
August 11, 2022
NGL Water Solutions DJ, LLC
865 North Albion Street, Suite 400
Denver, Colorado 80220
Attn: Mr. Jim Winter (jim.winternglep.com)
Re: Preliminary Review of Subsurface Conditions
1821 County Road 27
Brighton, Weld County, Colorado
EEC Project No. 1222081
Mr. Winter:
EARTH ENGINEERING
CONSULTANTS, LLC
As requested, Earth Engineering Consultants, LLC (EEC) personnel have completed the
preliminary review of subsurface conditions you requested for the referenced site. That evaluation
was completed by reviewing readily available data concerning soil and groundwater conditions at
the site, principally through review of United States Geologic Society (USGS) and Natural
Resources Conservation Service (NRCS) published information. The purpose of this report is to
provide a succinct description of the subsurface conditions likely present on the site. A summary
of our review is provided herein.
The referenced property is located in the Northeast 1/4 of the Northeast 1/4 of Section 30, T 1 N,
R67W of the 6th Principal Meridian, in Brighton, Weld County, Colorado. The development
property is approximately 4.29 acres. Based on a recent site visit, the site appears relatively flat
with apparent slight drainage to the north. A diagram (Figure 1) indicating the approximate
location of the development is included with this report.
Review of soil classification mapping (Natural Resources Conservation Service, 2022) indicates
the near surface subgrades consist of a relatively thin mantle of Altvan loam (Map Unit Symbol
1), described as soil with nearly equal parts sand and silt, with lesser amounts of clay (Figure 2).
The loam soils are likely underlain by Broadway Alluvium (Colton, 1978) generally consisting of
4396 GREENFIELD DRIVE
WINDSOR, COLORADO 80550
(970) 545-3908 FAX (970) 663-0282
www.earth-engineering.com
Earth Engineering Consultants, LLC
EEC Project No. 1222081
August 11, 2022
Page 2
sand and gravel which extends to bedrock at variable depths (Figure 3). The alluvium deposits are
described as generally well sorted and well stratified sand, granules, and pebbles. Groundwater
depths are suggested at depths greater than 80 inches.
Based on our review of the site as outlined above, the near surface loamy soils appear useable for
support of lightly loaded improvements, with the underlying alluvial soils for support of heavier
improvements. Consideration may be needed to provide adequate separation from groundwater.
The evaluation for this report was based on a review of readily available public information for
the property and/or prior experience in the general area. It is not intended to provide, nor should it
be relied upon for any design information; a geotechnical subsurface exploration is recommended
to accurately assess the soil conditions at this site for design of the site improvements.
We appreciate the opportunity to be of service to you on this project. If you have any questions
concerning this report, or if we can be of further service to you in any other way, please do not
hesitate to contact us.
Very truly yours,
Earth Engineering C ! nsultants, LLC
Ethan P. Wiechert, P.E.
Senior Project Engineer
Reviewed by: David A. Richer, P.E.
Senior Geotechnical Engineer
cc: Robert Demaree (bob.demaree@kw.com)
References
Colton, R. B. (1978). Geologic map of the Boulder -Fort Collins -Greeley area, Front Range Urban Corridor,
Colorado. U.S. Geological Survey.
Natural Resources Conservation Service. (2022). Custom Soil Resource Report for Weld County, Colorado Southern
Part.
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1
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Figure 1: 1 82 1 County Road 27 - Site Location
Brighton, Colorado
EEC Project #: 1222081 Date: August 2022
i
a
a-
t
K -
EARTH ENGINEERING CONSULTANTS, LLC
i
Map Unit Legend
i
IQ' 1
Map Unit Symbol
Map
Unit Name
Acres in AO1
Percent of AOI
1
Altvan
loam.. 0 to 1 percerr
s►opes
La =,
100.0%
Totals for Area of Interest
5.5
100.0%
(Natural Resources Conservation Service, 2022)
Figure 2: 1821 County Road 27 - NRCS Soil Survey Map
Brighton, Colorado
EEC Project #: 1222081 Date: August 2022
North
Not to Scale
EARTH ENGINEERING CONSULTANTS, LLC
QPP
Qpc
Ob
Qpc
Project Site
pc
36
31
POST -PINEY CREEK ALLUVIUM (UPPER HOLOCENE)---Dark-gray humic,
sandy to gravelly alluvium. Underlies flood plains of major streams and
terraces less than. 3 m above stream level. Thickness is from 2-5 m
PINEY CREEK ALLUVIUM (UPPER HOLOCENE) —Dark -gray humic sandy to
gravelly alluvium containing organic matter. Underlies terraces whose
surfaces are 3-6 in above a nearby flood plain. Areas underlain by this
formation along the South Platte River were partly flooded in 1965 and
again in 1973
BROADWAY ALLUVIUM (PINEDALE GLACIATION, PLEISTOCENE) -Sand
and gravel deposited by the South Platte River and its tributaries. Well -
sorted and well -stratified: average size distribution is 509 sand, 25%
granules and 25% pebbles. Terrace surfaces are about 13 m above major
streams near the Front Range and 6 rn above near Greeley. Locally, map
unit includes some Louviers Alluvium. Along tributaries the Broadway
Alluvium is 3-5 rn thick. Along the South Platte River Broadway and
Louviers Alluviums are as much as 38 rn thick, but averages only 11 m
(Colton, 1978)
Figure 3: 1821 County Road 27 - Geologic Map
Brighton, Colorado
EEC Project #: 1222081 Date: August 2022
North
Not to Scale
EARTH ENGINEERING CONSULTANTS, LLC
Notice of Inquiry
Weld County
Pre -application
Case #
PRE22-0147
Date of
Inquiry
6/10/2022
Municipality
Fort Lupton
CPA
Name
of
Person
Inquiring
Jim Winter
Property
Owner
NGL
Water
Solutions
DJ,
LLC
& Sasaki
Family
Holdings
LLC
Planner
Kim Ogle
Planner
Phone
Number
970-400-3549
Planner
Email
Address
kogle@weldgov.com
Legal
Description
Lot
of
A and
Section
B of
30,
TiN
Corrected
R66W
Recorded
of6th
the
Exemption
P.M.,
Weld
RE
County,
-3362;
CO
being a
part
of
the
NE4
Parcel
Numbers
147130100103
& 147130100104
Nearest
Intersection
CR
6 and
N
Main
Street
(CR
27)
of
Inquiry
Change
of Zone
Request
(AG to
1-3)
Type
The above person met with County Planning staff about developing a parcel of land inside your designated
Intergovernmental Agreement/Coordinated Planning Agreement Boundary.
County ' la ner's signature
Would
you
like
to
pursue
annexation
of
this
property?
NO
—x— YES
Date
of
Contact
_Aana22,20 22
Comments:
This
site
is located
south
of
our
existing
IGA
line
with
the
City
of
Brighton.
We will
review
and
comment
appropriately
when
we
recieve
the
referral.
7;a'`4• 734
Planning
Director
6/30/22
Signature
of
Municipal'
p
y
Representative
p
Tit
t le
o
Date
Please sign and date to acknowledge that the applicant has contacted you
and return this signed form to Weld County Department of Planning Services.
Weld County Planning Department
1555 N 17th Ave, Greeley, CO 80631 -v (970) 400-6100 (970) 304-6498 Fax
20181107
Weld County Treasurer
Statement of Taxes Due
Account Number R3351705
Parcel 147130100103
Legal Description
PT NE4 30-1-66 LOT A 2ND CORR REC EXEMPT RE 3362 (.46R)
Sites Address
1821 COUNTY ROAD 27 WELD
Account: R3351705
SASAKI FAMILY HOLDINGS LLC
1821 COUNTY ROAD 27
BRIGHTON, CO 80603-9334
Year Tax
Interest
Fees
Payments
Balance
Tax Charge
2021
$990.02
$0.00
$0.00
($990,02)
$0:00
Total Tax Charge
$0.00
Grand Total Due as of 07/20/2022
$0.00
Tax Billed at 2021 Rates for Tax Area 2502 - 2502
Authority
WELD COUNTY
SCHOOL DEST RE8
CENTRAL COLORADO WATER
(CCW
CENTRAL COLORADO WATER
SUBD
GREATER BRIGHTON FIRE
AIMS JUNIOR COLLEGE
HIGH PLAINS LIBRARY
Taxes Billed 2021
SENIOR
Net Taxes Billed for 2021
* Credit Levy
Mill Levy
15.0380000*
19.7820000
1.4040000
2 1890000
11 7950000
6.3420000
3.1970000
Amount
$356.71
$469.24
$3131
$51.92
Values
AG -FLOOD
IRRRIGATED LAND
FARM/RANCH
RESIDENCE -IMPS
OTHER BLDGS.-
AGRICULTURAL
$279.78 Total
$150.43
$75.83
59.7470000
$1,417.22
($42720)
$990.02
Actual Assessed
$3,809 $1,100
$264363 $18,900
$12,822 $3,720
$280,994 $23,720
ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE
Weld County Treasurer's Office
1400 N 17th Avenue
PO Box 458
Greeley, Co 80632
Phone: 970-400-3290
Pursuant to the Weld County 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.
Signe
Date: 7- oror a a
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