HomeMy WebLinkAbout20220768.tiffMINOR SUBDIVISION FINAL PLAN (MINF) APPLICATION
FOR PLANNING DEPARTMENT USE:
AMOUNT
APPLICATION RECEIVED BY:
DATE RECEIVED:
CASE # ASSIGNED:
PLANNER ASSIGNED:
Parcel # 1
0 5 9 3 4 0 0 0 0 2 1 Parcel #
(12 -digit number — found on Tax I.D. information, obtainable at the Weld County Assessor's map found at www.weldgov.com)
Legal Description Lot B, Recorded Exemption No. 1059 -34 -3 -RE
Section 34 , Township 4 North, Range 67 West Proposed Subdivision name: Zadel Subdivision
Total Acreage: 25.4 Proposed #!Lots 5 Average / Minimum / Maximum Lot Size: 4.75 / 3.68 / 6.6
Is a Change of Zone associated with the Minor Subdivision: Yes, prior to:
SERVICE PROVIDER:
Water: Little Thompson Water District
Yes, concurrent: X No:
Sewer/Septic: OWTS
Gas: Propane
Electric: United Power
Post Office: Johnstown
PROPERTY OWNER(S) (Attach additional sheets if necessary.)
Name: George Zadel
Company:
Phone #: 970-539-1078
Address: 18100 CR 19
Email: ggzncconstructors.com
City/State/Zip Code: Johnstown, CO 80534
APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent)
Name: Andrew Baker, AICP
Company: Baseline EngineeringCorporation
Phone #: 303-202-5010 x219 Email: andrew.baker@baselinecorp.com
Address: 112 N. Rubey Dr., Ste. 210
City/State/Zip Code: Golden, CO 80403
I (We) request that the above described property be designated a Minor Subdivision Final Plan by the Weld County Board of
County Commissioners. I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans
submitted with or contained within the application are true and correct to the best of my (our) knowledge. Signatures of all fee
owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be
included with the application. If a corporation is the fee owner, notarized evidence must be included showing the signatory has
the legal authority to sign for the corporation.
8/12/21
magna ure Date Signature Date
Andrew Baker, AICP
Print Print
DEPARTMENT OF PLANNING AND BUILDING
DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT
1555 NORTH 17TH AVENUE
GREELEY, CO 80631
AUTHORIZATION FORM
1, (We), G1c.oY,t a - give permission toAy.‘.0kMed1/4,063 &Aker
(Authorized Agent - please print)
(Owner - please print)
to apply for any Planning, Building or Septic permits on our behalf, for the property located at (address or
parcel number) below:
X45(00 1(1 Lv¼,4tLoL
Leal Description
Subdivision Name: Log--(Lertat
k0'`tr gas
Property Owners Information:
Gv coo s----“4
of Section 774 ,Township N, Range 4 1' w
)cm.% t`pt'io4 Lot Block
Address: \Ilk '00 CPA- (4\ -S dtAvlbSit-itw+h i Cv %
Phone: (111--0) cm -31 �- �4 nast al - E-mail : tyst inr.tou. ,i°MucA-0r3 Lou,"
Authorized Agent Contact Information:
Address: Iasi 0, tK`ocif Dr. 5kt,240
Phnne: j303')tol-W( 0 AK 9A E -Mail:
&cot4Co toLCo3
rr COCItitt
Correspondence to be sent to: Owner Authorized Agent Both %K._,/ by Mail Email
Additional Info:
Owner Signature:
J_____Al Date. -' + rad
Owner ignature:
Date:
MINOR SUBDIVISION (MIN)
STANDARDS CERTIFICATION
Per Section 24-5-20 of the Weld County Code, all the foregoing standards shall be met to apply for a Minor
Subdivision. Please read and initial each item.
�z
The property to be divided by the proposed Minor Subdivision shall be comprised of legal lots.
Lots within a Minor Subdivision shall be served by a public water supply system.
Lots within a Minor Subdivision shall be served by an adequate sewer service.
The Minor Subdivision is allowed in any zone district included in Chapter 23, Article Ill of the Weld County Code,
as amended, excluding the A (Agricultural) Zone Distr ct.
The Minor Subdivision shall only be permitted beyond one -quarter (1/4) mile of a municipal boundary.
Any proposed Minor Subdivision must be separated by a minimum of 1 32O feet or one -quarter (1/4) mile, in any
direction, as measured from the exterior property line of any existing, platted Minor Subdivision or Rural Land
Division.
The minimum parcel size of Minor Subdivision lots shall be determined by the underlying zone district
requirements per Chapter 23, Article Ill of the Weld County Code, as amended.
If the average lot area exceeds three (3) acres in size in an Estate zoned Minor Subdivision, no common open
space, or recreational elements are required.
The maximum number of lots within the Minor Subdivision shall be nine (9) buildable lots, excluding outlots.
A Homeowners Association is required and shall be managed by the property owners within the Minor
Subdivision.
Drainage and utility easements within Minor Subdivision shall follow the easement standards per Chapter 24,
Article Ill of the Weld County Code, as amended.
The Minor Subdivision lots shall be accessed via a privately maintained road located in a single internal publicly
dedicated right-of-way.
All Jots within a Minor Subdivision shall connect directly onto an internal public road. No Minor Subdivision shall
contain any access easement except:
a. Preexisting access easements for nonresidential purposes for example ditch roads, oil and gas facility
access roads, et cetera.
b. Access easements solely for the use of emergency services.
c. Easements to provide lot owners with access to common elements located within the Minor Subdivision.
The Minor Subdivision roadway shall intersect with a publicly maintained road roadway,
The Minor Subdivision internal roadway shall be perpendicular to the publicly maintained road roadway.
The Minor Subdivision internal roadway shall not access directly onto County arterial roads or County, State, or
Federal highways,
The Minor Subdivision roadway shall be maintained by the Homeowners Association.
The Minor Subdivision roadway shall be paved if connecting to a paved publicly maintained roadway. The Minor
Subdivision roadway may be gravel if connecting to a gravel publicly maintained roadway.
All accesses shall be in accordance with Chapter 8, Article XIV of the Weld County Code, as amended.
An Improvements/Road Maintenance Agreement may be required.
The Minor Subdivision shall reasonably accommodate the requirements of fire districts, police authorities and
other emergency services.
The Minor Subdivision shall be designed to preserve prime agricultural land.
The Minor Subdivision shall be designed to preserve wetlands, wildlife habitats, historical sites and burial
grounds.
MINOR SUBDIVISION (MIN)
STANDARDS CERTIFICATION
I/We, the undersigned, certify compliance with the Minor Subdivision Standards per Section 24-5-20 of
the Weld County Code.
Si ure
67•Apel
Print
Sig r u r Date
Print
State of Colorado )
ss.
County of Weiti Tr-�yStob.3
The foregoing certification was acknowledged before me this tBday of MbW4A4-10e�....
20 zi
5 Kra t1/41 INVICkti e ;0.0 kaSciaii_e_
MY COMUSSION EXPIRES
witne s_my hand and Sear. FEBRUARY 712023
My commission expires
Notar
TIFFANY R LOVE
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID
COMM51011 EXPIRES FEBRUARY T, 2023
BASELINE
Fn inearin - Phanin'; -ttrIeY?n
t_
October 28, 2021
Michael Hall
Planning & Zoning
Weld County
1555 N. 17th Ave.
Greeley, CO 80631
RE: Zadel Minor Subdivision Final Plan Questionnaire
Mr. Hall,
Thank you for processing this application for a rezone of the property at 18100 CR 19 (parcel no.
1059-34-0-00-027). I am submitting this application on behalf of the property owner, George Zadel.
Our change of zone proposal is described below, reflecting the criteria per Sec. 23-2-60 of the Weld
County Code:
1. Explain the reason for the Minor Subdivision request.
The property owner, George Zadel, wishes to subdivide his property into five lots for single-
family residential uses. This minor subdivision is being processed concurrently with a rezone
from "A" (Agriculture) to "E" (Estate).
2. Explain the reason of the proposed division layout.
According to pre -application notes from the County dated 3/20/20, singular access for the five
proposed lots was required to be gained from CR 38 to the south, generally in the middle of the
property. Proposed property lines were designed to► extend radially from the central cul-de-sac
to provide somewhat equal property sizes, while retaining the southwest corner for the current
property owner's home.
3. Describe the existing and proposed uses of the property.
The existing property is currently used as a single-family residence, and the four proposed
properties will follow the allowed uses in the "E" (Estate) zone district.
4. Describe the existing and proposed potable water source.
The property is currently served by Little Thompson Water District and the district has provided
a will serve letter for the new properties to connect to the 6" water main located in CR 38.
5. Describe the existing and proposed sewage disposal system.
The property is currently served by an 0WTS, and new OWTS will serve the proposed parcels.
6. Describe existing and proposed improvements.
Steamboat Springs • Golden • Colorado Springs • Loveland
Corporate Office: 112 North Rubey Drive, Suite 210; Golden, Colorado 80403
Pagel 2
lade I Minor Subdivision Final Plan Questionnaire
There is currently a single-family home and multiple outbuildings on the property, with an
access driveway connecting to CR 38. An additional driveway on CR 38 provides access to the
oil and gas site toward the northeast of the property. No improvements are proposed, except a
n ew access drive, designed to county standards, will be constructed to provide access to the
n ew lots.
7. Describe any existing and proposed easements and rights -of -way.
A total of 60' of right-of-way (30' from centerline) is currently dedicated for both WCR 19 and
WCR 38, bordering the property to the west and south. An additional 10' of right-of-way is
reserved by the proposed plat to provide the full width 40' from the centerlines of each road.
8. Describe the existing and proposed access to the site.
The existing single-family home is accessed by a single driveway off WCR 38, approximately
210 feet from the centerline of WCR 19 to the west. There is also a driveway on the eastern
edge of the southern property line, extending north from WCR 19, that provides access to the
existing tank battery and separator. In the proposed five -lot subdivision, properties will gain
access from a new driveway, shown on the plat as Tract A, generally located halfway between
the western and eastern property boundary, per staff direction. Tract A is 60' wide, terminating
in a cul-de-sac 96' in diameter, per fire district standards. The proposed driveway is located
approximately 555 feet from the western property line which borders WCR 19, and
approximately 390 feet from the eastern property boundary, where WCR 19 continues south.
9. Describe the current irrigation practices occurring on the site.
There are no current irrigation practices on the site.
10. Describe the unique physical characteristics of the property, including, but not limited to,
topography, water bodies, CRP lands, vegetation, floodplains, geohazard areas, MS4 and
airport overlay district.
The property contains a low hill located near the location of the existing home, the rest of the
site general slopes to the southeast. Vegetation is mostly native grasses, shrubs, and trees, as
the most of the site is vacant and natural. No water bodies, CRP lands, floodplains, geohazard
areas, MS4 areas, or airport overlay districts are present.
I i. Detail the location of any on -site oil and gas facilities, irrigation ditches/laterals, pipelines,
overhead lines, railroads, etc. Provide the names and addresses of any owner or operator of
any oil and gas facilities, irrigation ditches/laterals, pipelines, overhead lines, railroads, etc.
There are two existing well heads on the property, located in the proposed Lots 3 & 4. One of
these is producing, while the other is shut-in. Also located in Lot 4 is a tank battery and
separator. Lot 4 is a bit larger than the other new lots due to the large amount of area taken up
by required oil and gas facility setbacks. A gas pipeline runs along the southeastern edge of the
property, adjacent to the Union Pacific Railroad. Utility and drainage easements are proposed
along each property line, 15' wide adjacent to WCR 19 and WCR 38, and 10' wide along each
exterior and interior property line. A ditch runs through the property from the southwest to the
n ortheast, as well as along WCR 19 and WCR 38 near the property lines. These ditches are
owned by the property owner. Oil and gas owner/operator name and address were provided
with the change of zone application.
Pagel 3
Zade I Minor Subdivision Final Plan Questionnaire
Summar
Given the information containing within this questionnaire, we believe our proposal meets the
criteria listed in Sec. 23-2-60 of the Weld County Code. Thank you for your time and consideration.
Sincerely,
Andrew Baker, AICP
Principal Planner
Baseline Corporation
•
LETTER AGREEMENT
This Letter Agreement is entered into this 1st day of February, 2006, by and between
George G. Zadel and Reine L. Zadel, whose address is 18100 Weld County Road 19, Johnstown,
Colorado 80534 ("Surface Owner," whether one or more), and Kerr-McGee Rocky Mountain LLC,
("KMRMLLC"), formerly Kerr-McGee Rocky Mountain Corporation, with offices at 1999
Broadway, Suite 3700, Denver, Colorado 80202, in conjunction with that certain Easement and
Surface Use Agreement, dated February 1, 2006 by and between Surface Owner and KMRMC
covering certain lands (the "Lands"), situated in Weld County, Colorado, described as follows:
Township 4 North, Range 67 West, of the 6th P.M.
Section 34: Part of the SW/4SW/4
1. Compensation for Operations., Release of All Claims
KMRMLLC shall pay to Surface Owner the sum of Two Thousand Five Hundred Dollars
($2,500.00) on or before the spud date of each well that may be drilled on the Lands, which shall be
a one time payment as full and final settlement and satisfaction for any and all detriment,
depreciation, injury or damage of any nature to the Lands or crops growing thereon that may occur
as a result of KMRMLLC drilling and completion operations or continuing activities for the
production or transportation of oil or gas including, without limitation, ingress to, egress from, and
construction, use, maintenance, repair, replacement, and monitoring of wells, locations, equipment,
mud and reserve pits, separators, tank batteries, pipelines, gathering lines, flowlines and any and all
other reasonable and customary uses of land related to said operations and activities.
2. Non -Disclosure Statement
Surface Owner hereby agrees to the terms and provisions of this Letter Agreement and
agrees not to disclose any of the terms contained herein to any third party. Surface Owner
understands that this Letter Agreement shall not be recorded.
3. Additional Provisions
A) Ways of ingress and egress, well site areas, tank battery/treater locations and tanker
truck service areas shall be discussed by and between Surface Owner and KMRMLLC prior to
commencement of operations.
B) Restoration of the Lands shall commence as soon as practicable after drilling and
completion activities are concluded. The Lands shall be restored as close as reasonably practicable
to their condition when KMRMLLC first commenced operations on them.
This Letter Agreement shall be binding upon the respective heirs, executors, administrators,
successors, and assigns of the undersigned.
The parties hereto have executed this Letter Agreement as of the day first above written.
SURFACE OWNER
Kerr-McGee Rocky Mountain LLC,
formerly Kerr-McGee Rocky Mountain
Corporation
By:
111111111111111111tit�tllt$0llll�l 111 •344364440 02121/2006 04:09P Weld County, CO
i of 2 R 11.00 D 0.00 Steve Moreno Clerk & Recorder
440
EASEMENT, RIGHT-OF-WAY
and
SURFACE USE AGREEMENT
This Easement, Right -of -Way and Surface Use Agreement
("Agreement") is entered into as of the 1st day of February,
2006, by and between George G. Zadel and Reine L. Zadel, whose
address is 18100 Weld County Road 19, Johnstown, CO 80534
("Surface owner," whether one or more) and Kerr-McGee Rocky
Mountain LLC, ("KMRMLLC"), formerly Kerr-McGee Rocky Mountain
Corporation, with offices at 1999 Broadway, Suite 3700, Denver,
CO 80202 covering certain lands, (the "Lands") situated in Weld
County, Colorado described as follows:
Township 4 North, Range 67 West, of the 6th P.M.
Section 34: Tract in the SW/4SW/4
For and in consideration of the sum of ten dollars ($10.00),
and other valuable consideration, the receipt and sufficiency of
which are hereby acknowledged, the undersigned hereby agree to
the terms and provisions set forth as follows:
1. Compensation for Well; Release of All Claims
KMRMLLC shall pay to Surface Owner the sum as set forth in
and according to the terms of that certain Letter Agreement by
and between Surface Owner and KMRMLLC, dated February 1, 2006, as
full and final settlement and satisfaction for any and all
detriment, depreciation, injury or damage of any nature to the
Lands or growing crops thereon that may occur as a result of
KMRMLLC drilling or completion operations or its continuing
activities for the production or transportation of oil, gas, or
other hydrocarbons or products associated with the foregoing
including, but not limited to, surface use, access, mud and
reserve pits, wellhead equipment, separators, tank batteries,
pipelines, gathering lines, flowlines, pipeline interconnections,
and any and all other reasonable or customary uses of land
related to said operations or activities.
2. Grant of Ricrht of Way and Easement
Surface Owner hereby grants, bargains, sells, assigns and
conveys to KMRMLLC an easement and right-of-way for the purpose
of constructing, using and maintaining access roads, locations
for surface equipment and subsurface gathering lines for each
well drilled upon the Lands, pipelines, and pipeline
interconnections for one year from the date of commencement of
surface activities for drilling operations and so long thereafter
as oil or gas is produced or capable of being produced from any
well drilled on the Lands, provided however, no easement or
right-of-way is granted across any irrigation circle or which
would interfere with any existing improvements.
This Agreement shall be binding upon the respective heirs,
executors, administrators, successors, and assigns of the
undersigned.
The undersigned have executed this Agreement as of the day
first above written.
SURF E OWNER
Kerr-McGee Rocky Mountain
LLC, formerly Kerr-McGee
Rocky Mountain Corporation
By:
Wa-•n
-in-Fact
IVIII IIIII !III ll�llllllllllllllllllllllII IIIIII !III •
. Co
3364440 02/2112006 04:09P Weld �o�n ty,
2 of 2 R 11.00 0 0.00 Steve Moreno Clerk & Recorder
STATE OF COLORADO }
)ss
COUNTY OF WELD }
The foregoing instrument was acknowledged before me this /3".7
day of February , 2006, by George G. Zadel and Reine L.
Zadel.
Witness my hand and official seal.
dela—
'
s
fit: My, r ylmi$ irpn expires: June 18, 2008
of t `..*****************************************
,,,,3
STATE OF COLORADO )
CITY AND )ss
COUNTY OF DENVER )
Notary Pu15lic: Scott R. Knutson
Parker, CO 80134
This instrument was acknowledged before me this 10day of
eM, 2006, by James P. Wason, Attorney -in -Fact of Kerr-
McGee Roc Mountain LLC, formerly Kerr-McGee Rocky Mountain
Corporation, on behalf of said company.
Witness my hand and official se
Notary Public:
MO Coogan Spies awns
� 1 1
KERR-McGEE DEL & GAS ONSHORE LP
1999 BROADWAY
SUITE 3700
DENVER, CO 80202
S
October 30, 2018
(Revised: October 20, 2020)
Baseline Engineering Corporation
112 North Rubey Drive, Suite 210
Golden, Colorado 80403
Attn: Mr. Ben Thurston
OTLOSIC
Re: Geologic Report
Proposed G. Zadel Subdivision -- Parcel # 105934000027
A portion of the SAVA, SW'/4, Section 34, T4N, R67W of the 6th P.M.
18100 County Road 19, Weld County (Johnstown), Colorado
Soilogic Project if 18-1338
Mr. Thurston:
Soilogic, Inc. (Soilogic) personnel have completed the geologic evaluation you requested
for the above referenced parcel. Our evaluation was completed through review of
mapped and published information concerning site soil and groundwater conditions.
list of the references reviewed is included with this report.
The subject property includes a total of approximately 24.81 acres located in a portion of
the southwest quarter of the southwest quarter of Section 34, Township 4 North, and
Range 65 West of the 6th Principal Meridian in unincorporated Weld County, Colorado.
The subject area of evaluation is located north of County Road 38 and east of County
Road 19, south of the town of Johnstown, Colorado, and consists of moderately sloping
terrain with an overall downward slope to the south/southeast with a maximum difference
in ground surface elevation across the parcel estimated to be on the order of 50 feet based
on review of available topographic maps of the area. We understand the site may be
subdivided to include a total of five (5) single-family residential lots ranging in size from
approximately 3.47 to 6.80 acres. We understand an existing residence and multiple
outbuildings are present on subject parcel (located in southwest portion) and will occupy
Lot 1 of the proposed subdivision. We understand wastewater generated by the proposed
residences will be disposed of through On -Site Wastewater Treatment Systems (OWTS).
Soilogic, Inc.
3522 Draft Horse Court • Loveland, CO 80538 • (970) 5354144
P.O. Box 1121 • Hayden, CO 81639 • (970) 276-2087
Geologic Report
Proposed G. Zadel Subdivision — Parcel # 105934000027
A portion of the SW /:, SW', Section 34, T4N, R67W of the 6th P.M.
18100 County Road 19, Weld County (Johnstown), Colorado
Soilogic Project # 18-1338
2
The included soil type delineation diagram outlines those soil groupings identified at the
site by Weld County Soil Conservation Service (S maps. SCS descriptions of those
soil types are included with this reports In general, the majority (approximately 92%) of
the near surface soils at this site consist of low plasticity sandy loam from the Nelson fine
sandy loam series derived from residuum weathered from sandstone. The remaining area
of the site (approximately 8%) located in the northwest portion of the parcel, consists of
low to moderate plasticity silty clay loam form the Wiley -Colby complex derived from
calcareous eolian deposits. Mapped information indicates the property is not in an area
identified as being flood prone and would be expected to have groundwater at depths
generally ranging from 5 to 20 feet below ground surface.
According to geologic maps of the area, the site overburden soils are underlain by the
Fox Hills Sandstone bedrock formation from the Upper Cretaceous geologic period.
According to SCS data, the depth to bedrock would be expected to be approximately 20
to 40 inches below ground surface for the majority of the site within the Nelson fine
sandy loam series area. Across the remaining portion of the site (Wiley -Colby complex),.
depth to bedrock greater than 6 feet below ground surface could be expected.
Based on our review of the site as outlined above, we expect the near surface sandy loam,
sandstone bedrock and silty clay loam could be used for support of lightly to moderately
loaded residential structures. Although not anticipated, deep foundation systems could be
employed if heavy foundation loads are anticipated or if moderately to highly expansive
soils and/or bedrock are encountered within close proximity to proposed foundation
bearing elevations. We expect engineered septic system designs will be required for most
of the proposed lots due to the relatively shallow depth to sandstone bedrock anticipated.
In areas were the depth to bedrock is greater than four (4) feet below ground surface, we
expect conventional septic system construction may be possible. Site specific soil
evaluations would be required to better evaluate near surface soils and depth to bedrock
and groundwater in septic soil treatment areas.
The subject property fails within an area identified as having the potential for
economically recoverable oil and gas resources. Active wells tapping the referenced field
exist within and around the referenced parcel. We expect the existing active well sites
Geologic Report
Proposed G. Zadel Subdivision — Parcel # 105934000027
A portion of the S /:, SW', Section 34, T4N, R67W of the 6th P.M.
18100 County Road 19, Weld County (Johnstown), Colorado
Soilogic Project ## 18-1338
3
could continue to be utilized to extract oil and gas resources that may exist beneath the
subject area of evaluation andlor through directional drilling procedures such that
development of the subject parcel would not impede recovery. Based on our review of
published maps (Reference #1), the subject parcel does not fall within those areas
identified as having economically recoverable sand and gravel resources. As part of our
review, we did not identify any economically recoverable coal or metallic mineral
resources on the subject site. During our review of available site data, we did not identify
other potential geologic hazards as outlined in I.B. 1041.
We appreciate the opportunity to be of service to you on this project If we can be of
further service to you in any way or if you have any questions concerning the enclosed
information, please do not hesitate to contact us.
Very Truly Yours,
Soilogic, Inc.
Josh Schmidt
Engineering Technician
Reviewed by:
JfP �'b
fry
ADO _RE ,
r '-
4�
IY-70INALts1
Wolf von Carlbwitz, P.E.
Principal Engineer
Geologic Report
Proposed G. Zadel Subdivision — Parcel # 105934000027
A portion of the S /:, SW', Section 34, T4N, R67W of the 6th P.M.
18100 County Road 19, Weld County (Johnstown), Colorado
Soilogic Project ## 18-1338
4
REFERENCES
Colton R.B. and Harold R. Fitch, 1974, Map Showing Potential Sources of Gravel
and Crushed -Rock Aggregate, in the Boulder -Fort Collins -Greeley Area, Front Range
Urban Corridor, Colorado: U.S. Geological Survey Miscellaneous Investigation
Series Map I -855-D.
Colton R.B., 1978, Geologic Map of the Boulder -Fort Collins -Greeley Area,
Colorado: U.S. Geological Survey Miscellaneous Investigation Series Map I -955-G.
Hershey L.A. and Schneider, Jr. P.A., 1972, Geologic Map of the Lower Cache La
Poudre River Basin, North-Central Colorado: U.S.. Geological Survey Miscellaneous
Investigation Series Map 1-687.
4. Hillier D. and Schneider, Jr. P.A., 1979, Depth to the Water Table in the Boulder -Fort
Collins -Greeley Area, Front Range Urban Corridor, Colorado: U.S. Geological
Survey Miscellaneous Investigation Series Map I -855-I.
5. United States Department of Agriculture Soil Conservation Service and Forest
Service in Cooperation with Colorado Agricultural Experiment Station, 1980, Soil
Survey of Weld County Area, Colorado, Maps 239-812/3.
6. Schneider, Jr. P. A., 1983 Shallow Groundwater in the Boulder -Fort Collins -Greeley
Area, Front Range Urban Corridor, Colorado 1975-77: U.S. Geological Survey
Water Resources Investigations Report 83-4058.
7. Soil Survey Staff, Natural Resources Conservation Service, United States Department
of Agriculture. Web Soil Survey. Available online at
http://websoilsurvey.nrcs.usda.gov accessed (October 26, 2018).
8. Colorado Oil and Gas Commission, Department of Natural Resources, 2018
https://cogccmap.state.co.usicogcc gis online. Accessed 26 October 2018.
40° 15' 53" N
44° 15' 47 N
‘qi
104° 53' 13"W
104° 53' 13" W
N
509670
509720
509770
Soil Map —Weld County, Colorado, Southern Part
Map Scale: 1:2,380 if printed on A landscape (11" x 8.5") sheet.
Meters
0
35 70
140
210
Feet
t3/4 100 200 400 600
Map projection: Web Mercator Corner coordinates: WG584 Edge tics: UTM Zone 13N WG584
510070
510070
510120
In
e
40° 15' 53" N
40° 15' 42" N
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/26/2018
Page 1of3
Soil Map —Weld County, Colorado, Southern Part
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI0
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
0 Soil Map Unit Points
Special Point Features
to
ti
ur
14
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
0
0
a
it le
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
.Het Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
MAP IN FORMATION
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Weld County, Colorado, Southern Part
Survey Area Data: Version 17, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Sep 20, 2015 —Oct
21, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources
a Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/26/2018
Page 2 of 3
Soil Map —Weld County, Colorado, Southern Part
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
38
Nelson
fine sandy
percent slopes
loam, 3 to 9
21.6
91.6%
82
Wiley
-Colby complex,
percent slopes
1 to
3
2.0
8.4%
Totals for Area of Interest
23.5
100.0%
USDA Natural Resources Web Soil Survey
r Conservation Service National Cooperative Soil Survey
10/26/2018
Page 3 of 3
Map Unit Description: Nelson fine sandy loam, 3 to 9 percent slopes ---Weld County, Colorado,
Southern Part
Weld County, Colorado, Southern Part
38 —Nelson fine sandy loam, 3 to 9 percent slopes
Map Unit Setting
National map unit symbol: 362j
Elevation: 4,800 to 5,050 feet
Mean annual precipitation: 13 to 15 inches
Mean annual air temperature: 48 to 57 degrees F
Frost -free period: 145 to 190 days
Farmland classification: Farmland of local importance
Map Unit Composition
Nelson and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of elson
Setting
Landform: Plains
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Residuum weathered from sandstone
Typical profile
Hi - 0 to 9 inches: fine sandy loam
H2 - 9 to 30 inches: fine sandy loam
H3 - 30 to 34 inches: weathered bedrock
Properties and qualities
Slope: 3 to 9 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (sa):
Moderately low to high (0.06 to 2.00 inlhr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 10 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0
to 2.0 mmhoslcm )
Available water storage in profile: Low (about 3.7 inches)
Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 6e
Hydrologic Soil Group: B
Ecological site: Sandy Plains (R067BY024CO)
Hydric soil rating: No
USDA. Natural Resources Web Soil Survey
a Conservation Service National Cooperative Soil Survey
10/2612018
Page 1 of 2
Map Unit Description: Nelson fine sandy loam, 3 to 9 percent slopes ---Weld County, Colorado,
Southern Part
Minor Components
Thedalund
Percent of map unit: 10 percent
Hydric soil rating: No
Terry
Percent of map unit: 5 percent
Hydric soil rating: No
Data Source Information
Soil Survey Area: Weld County, Colorado, Southern Part
Survey Area Data: Version 17, Sep 10, 2018
USDA Natural Resources Web Soil Survey
r Conservation Service National Cooperative Soil Survey
10/26/2018
Page 2 of 2
Map Unit Description: Wiley -Colby complex, 1 to 3 percent slopes --Weld County, Colorado,
Southern Part
Weld County, Colorado, Southern Part
82 Wiley -Colby complex, .1 to 3 percent slopes
Map Unit Setting
National map unit symbol: 3643
Elevation: 4,850 to 5,000 feet
Mean annual precipitation: 12 to 16 inches
Mean annual air temperature: 48 to 54 degrees F
Frost -free period: 135 to 170 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Wiley and similar soils: 60 percent
Colby and similar soils: 30 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transacts of
the mapunit
Description of Wiley
Setting
Landforrn: Plains
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Calcareous eolian deposits
Typical profile
H1 - 0 to Ii inches: silt loam
H2 - 11 to 60 inches: silty clay loam
H3 - 60 to 64 inches: silty clay loam
Properties and qualities
Slope: 1 to 3 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high to high (0.60 to 2.00 inlhr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: di n fir: None
Calcium carbonate, maximum in profile: 15 percent
salinity, maximum in profile: Nonsaline to very slightly saline (0.0
to 2.0 mmhosicm)
Available water storage in profile: High (about 11.7 inches)
Interpretive groups
Land capability classification (irrigated): 2e
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Ecological site: Loamy Plains (R06TBY002CO)
USDA. Natural Resources Web Soil Survey
a Conservation Service National Cooperative Soil Survey
10/2612018
Page 1 of 2
Map Unit Description: Wiley -Colby complex, 1 to 3 percent slopes --Weld County, Colorado,
Southern Part
Hydric soil rating: No
Description of Colby
Setting
Landform: Plains
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Calcareous eolian deposits
Typical profile
H ' - 0 to 7 inches: loam
H2 - 7 to 60 inches: silt loam
Properties and qualities
Slope: 1 to 3 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksa t) :
Moderately high to high (0.57 to 2.00 inlhr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonates maximum in profile: 15 percent
Available water storage in profile: High (about 10.6► inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Ecological site: Loamy Plains (R067BY002CO)
Hydric soil rating: No
Minor Components
Heldt
Percent of map unit: 4 percent
Hydric soil rating: No
Weld
Percent of map unit: 4 percent
Hydric soil rating: No
Keith
Percent of map unit: 2 percent
Hydric soil rating: No
Data Source Information
Soil Survey Area: Weld County, Colorado, Southern Part
Survey Area Data Version 17, Sep 10, 2018
USDA. Natural Resources Web Soil Survey
a Conservation Service National Cooperative Soil Survey
10/26/2018
Page 2 of 2
Weld County Treasurer
Statement of Taxes Due
Account Number 80371694
Parcel 105934000027
Legal Description
PT SW4SW4 34-4-67 LOT B REC EXEMPT RE -1359 EXC U PRE.
Situs Address
18100 COUNTY ROAD 19 WELD
Account: R0371694
ZADEL GEORGE
18100 COUNTY ROAD 19
JOHNSTOWN, TOWN, Co 80534-9207
Year Tax
Tax Charge
2020
Adjustments
Interest
Fees Payments Balance
Total Tax Charge
$2,187.10
$0.00
$0.00
$0.00
($2,187.10)
Grand Total Due as of 04/13/2021
$0.00
x0.00
$0 00
Tax Billed at 2020 Rates for Tax Area 0124 - 0124
Authority
WELD COUNTY
SCHOOL DIST REL
NORTHERN COLORADO WATER
(NC
ST VRAIN LEFT HAND WATER (S
PLATTEVILLE-G ILCREST FIRE
AIMS JUNIOR COLLEGE
HIGH PLAINS LIBRARY
Taxes Billed 2020
* Credit Levy
Mill Levy
15 .0380000*
14.6920000*
l .0000000
1.4060000
7.4820000
6.3050000
3,1810000
Amount
$669.80
$654.38
$44.54
$62 62
$33125
$280.83
$141,58
49.1040000
$2,187.10
Values Actual
AG -DRY FARM LAND $2,168
AG -WASTE LAND $1 L
FARM/RANCH $485,245
RES LDENC E -[MPS
OTHER BLDGS.- $31,732 $9,200
AGRICULTURAL
Total
Assessed
$630
$10
$34,700
$519,157 $44,540
Weld County Treasurer's Office
1400 N 17th Avenue
PO Box 458
Greeley, CO80632
Phone: 970-400-3290
M . .a a-. .- a ii »r. a Anita - ■ L •.a, A • • • .
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.
Signed:
Date:
Hello