HomeMy WebLinkAbout20062644.tiff Mt to City of Fort Lupton
( VJ9
Planning and Building
Department
Performance,Integrity,Teamwork,
Accountability and Service
(303)857-6694 x 125
Tom Parko,Planning Director Fax(303)857-0351
130 S.McKinley Avenue a-mail:planner@fni.net
Fort Lupton,Colorado 80621 http://www.fortlupton.org
September 1,2006
ROUTZON ANNEXATION
IMPACT REPORT
Statement of Purpose
This Annexation Impact Report, which has been prepared pursuant to Section 31-12-108.5 of the
Colorado Revised Statutes, is based on the Annexation Petition, Annexation Plat, and
Annexation Master Plan submitted by the Applicant. It is being reviewed and evaluated by the
City of Fort Lupton Staff, and is scheduled for review by the City of Fort Lupton Planning
Commission and City Council at hearings scheduled for September 26, 2006, and October 11,
2006, respectively. Please contact Tom Parko, Planning Director at the address on the cover of
this report, or at telephone number 303.857.6694, with comments and/or questions regarding this
report.
Project Description
The property proposed for annexation consists of 40± acres situated in Section 17, Township 1
North, Range 66 West of the 6th PM. The annexation is 25% contiguous with the current Fort
Lupton City Limits,which exceeds the 16.67%required by statutes.
Requested zoning for the property described herein is I-1 (Light Industrial) compliant with City
of Fort Lupton Zoning Regulations. The property is located approximately 1,300 feet east of
WCR 27 and north of and adjacent to Weld County Road 8. The land is currently zoned
agricultural (AG) in Weld County. The Master Plan submitted in support of the annexation and
zoning is attached along with the Vicinity Map.
This report is divided into six elements, which correspond to C.R.S. 31-12-108.5 (1)(a) through
(f)and are set forth as follows:
(a) a map or maps of the municipality and adjacent territory to show the following:
-PLucle.- - 1 tc-cJ ! A S� !'n 2006-2644
OR--t -o
(I) The present and proposed boundaries of the municipality in the vicinity of
the proposed annexation;
(II) The present streets, major trunk water lines, sewer interceptors, and
outfalls, other utility lines and ditches, and the proposed extension of such
streets and utility lines in the vicinity of the proposed annexation and;
(III) The existing and proposed land use pattern in the areas to be annexed.
(b) a copy of any draft of final pre-annexation agreement, if available;
(c) a statement setting forth the plans of the municipality for extending to or otherwise
providing for, within the area to be annexed, municipal services performed by or on
behalf of the municipality at the time of annexation;
(d) a statement setting forth the method under which the municipality plans to finance the
extension of the municipal services into the area to be annexed;
(e) a statement identifying existing districts within the area to be annexed;
(f) a statement on the effect of annexation upon local public school district systems
including the estimated number of students generated and the capital construction
required to educate such students.
The following maps have been attached as required in subparagraph (a) of C.R.S. Section 31-12-
108.5:
• The present and proposed boundaries of the City of Fort Lupton in the immediate vicinity
of the proposed annexation(Map#1);
• The present streets, major water transmission mains, primary sanitary sewer outfalls,
storm drainage infrastructure, ancillary utility mainlines, irrigation canals and ditches,
and the proposed extension of such streets and utility services in the vicinity of the
proposed annexation(Maps#2 and Map#3);
• The existing land use pattern in the area is Agriculture. The proposed land use pattern in
the subject area to be annexed is Heavy Industrial (1-2) as depicted upon the Villano
Fourth Annexation/Rezoning Map (Map #2) and Villano Fourth Annexation Master Plan
(Map#4).
In addition pursuant to the requirements of Subparagraphs (b) through (f), inclusive of said
section,the following items have addressed or presented:
(b) A draft and final Annexation Agreement and Annexation Ordinance shall be
submitted to the Weld County Planning Department and to the Weld County
Attorney,upon completion.
(c) The plans of the City of Fort Lupton for extending municipal services to, or
otherwise providing for municipal services to the subject property to be annexed as
follows:
1. On — Site / Off -Street Improvements: The Applicant intends to dedicate
thirty (30) feet of right-of-way for Weld County Road 8 at time of annexation.
All other public rights-of-way dedication for public streets will be determined
at time of subdivision. Improvements for public rights-of-way will be
constructed to standards approved by the City.
- 2 -
2. Dry Utilities to Service Property:_Electrical, telephone, cable television and
natural gas facilities are located in the vicinity of the property to be annexed
and developed. Preliminary investigations confirm that such facilities are of
existing size and capacity to serve the property.
3. Water Transmission and Sanitary Sewer Interceptors: The Applicant is
investigating options for the development of water transmission and sanitary
sewer systems to serve the Property and how they may be integrated with
systems already planned for the surrounding area.
4. Police, Fire, and Other City Services: Police protection will be provided by
the City of Fort Lupton. Fire protection will be provided by the Fort Lupton
Fire Protection District, pending inclusion of the subject property into the fire
protection district.
5. Water Distribution and Sewer Collection:_The Applicant will cause no
installation of water distribution and sewer facilities within the boundaries of
the Property
6. Storm Drainage: The Applicant intends to maintain the historic drainage
pattern that currently exists on the site.
7. Public Lands / Open Space:_There will be no dedication of public lands by
the Applicant at this time. Open Space dedication will be discussed at platting.
8. Public Facility Extension: The applicant has the obligation to develop and
install all on-site and off-site transmission infrastructure facilities necessary to
serve the annexed property with water, wastewater, and stormwater facilities
and services. Off-site utility service transmission facilities costs and certain
on-site infrastructure facility costs may be subject to (a) recoupment
provisions from other adjacent and benefiting property owners and/or(b)upon
review and approval of the City, a rebating to the Applicant of a portion of the
water and wastewater plant investment fees. The City will consider the rebate
of a portion of the water and wastewater plant investment fee to the extent (a)
the infrastructure item for which the rebate is sought is an item which is
normally included in the City's plant investment fee and (b) to the extent the
City, in its sole discretion, determines that there is a system wide funding
surplus available for rebate.
(d) In the event that Property is ever developed and the extension of municipal services
to the annexed property is required, the development of future water, sewer, and
storm water infrastructure within the Property shall be accomplished by one or
more of the following Financing Methods:
1. Development Fees and Surcharges collected by the City of Fort Lupton
2. Direct Developer Financing
3. Metropolitan Districts
4. Special Improvement Districts
5. Otherwise by agreement between City and the Developer as deemed
appropriate.
- 3 -
(e) Consistent with C.R.S. 31-12-108.5, the following Districts and all taxing entities
are identified with the current 2006 property tax mill levy.
(f) The project's impact on the Weld County RE-8 Fort Lupton School District, in
terms of the number of students to be generated by the project at full development,
is as follows:
Elementary School: 0 students
Middle School: 0 students
High School: 0 students
*Based on 0 dwelling units.
In accordance with City of Fort Lupton Fee Schedule the Applicant will
comply concerning fair contributions for the public schools with the
current assessment fees for each dwelling unit in the event that the
property is developed for residential uses in the future. These fees will be
paid directly to the appropriate school district and a letter from the school
district must be presented to the Building Department before the building
permit will be issued.
Attachments:
Map#1: Annexation Impact Map
Map#2: Annexation/Rezoning Map
Map#3: Annexation Preliminary Utility Plan
Map#4: Annexation Master Plan
- 4 -
Todd Hodges Design, LL C
Routzon
Annexation and Zoning to the City of Fort Lupton
Prepared for:
Joseph G. and Donna C. Routzon
13525 WCR 8
Fort Lupton, CO 80621-8344
Prepared by:
Todd Hodges Design, LLC
1269 North Cleveland Avenue
Loveland, Colorado 80537
Submitted:
July 20, 2006
1269 North Cleveland Avenue* Loveland, Colorado 80537 • (970) 613-8556 • fax: (970)613-8775
email: toddhodgesdesign@earthlink.net
van Todd Hodges Design, LLC
Routzon Annexation and Zoning
to the City of Fort Lupton
Table of Contents
1. Application Form
2. Authorization Form
3. Letter of Intent
4. Annexation Petition
a. Petition and Legal Description
b. Statement of Community Need
c. School District Impact Letter
d. Annexation Impact Report and Map
5. Surrounding Property Owner List within 300' of the subject site
6. Title Commitment
7. Mineral Affidavit
8. Water Rights Affidavit
9. Septic Permits
10. Draft Annexation Agreement
11. Preliminary Geotechnical Report prepared by Terracon dated June 12,
2006, Attached
12. Mapping, Attached
a. Annexation & Rezoning Map
b. Annexation Master Plan Map
c. Vicinity Map
d. Preliminary Utility Map
13. Fees, Attached to Original Packet
1269North Cleveland Avenue. Loveland, Colorado 80537 • (970) 613-8556 • fax: (970)613-8775
email: toddhodgesdesign@earthlink.net
CITY OF FORitcLUPTON ° 9F fDRT efr toy
LAND USE AND DEVELOPMENT
APPLICATION COL 9RRD9
Date: Project Name: Routzon Annexation and Zoning
Address /Location of Project: 1471 17 000048
SW4 SE4 of Section 17 —TO IN —R66W of the 6th P.M. Weld County Colorado
Legal Description: See attached legal description for the property represented herein
PLEASE CHECK THE APPROPRIATE ITEM(S):
X_Annexation/Annexation Agreement Subdivision Sketch Plan Administrative Site Plan
X Initial Zoning Preliminary Plat Site Plan
Change of Zone Final Plat PUD Site Plan
PUD Zoning Subdivision Agreement Other
__Use by Special Review .Amended Plat Oil and Gas Development
Present Zoning: Agricultural Area in Acres: 4/ $"
Proposed Zoning: I-1 Present Use: Agricultural and Residential
Proposed No. of Lots: 1 Parcel Proposed No. of Dwelling Units: No new units
Proposed Gross Floor Area: N/A Min. Lot Size(sf): N/A Avg. Lot Size(s0: N/A
PROPERTY/MINERAL OWNER: PROJECT CONTACT:
Name(Please Print): Name(Please Print): Anne Best Johnson
Please see attached affidavit prepared by Bill Crews
Address: Firm/Company: Todd Hodges Design,LLC
Phone: Address: 1269 N. Cleveland Avenue
Loveland, CO 80537
Signature:
Phone:(970)613-8556/(970)412-8640 (cell)
Title Date: FAX No. :(970)613-8775
Email:annejohnson@gwest.net
IF APPLICATION IS FOR A PLAT—HAVE ALL MORTAGE HOLDERS SIGN BELOW.
I/We,hereby acknowledge my/our full agreement with the above a_ppli ation being presented to the City o Fort
Lupton 17 the personp�firm si$�at aben
d 19 HCti U . 1�-G'IG �O�? c04,--s'e-c Ci
"Titscr.% G. 62euf ry
NAME(PLEASE PRINT) SIGNATURE
(FEES ON RE SE SIDE)
FOR OFFICE USE ONLY I DATE RECEIVED:
EXHIBIT "A"
CITY OF FORT LUPTON GENERAL FEE DEPOSIT SCHEDULE
ANNEXATION FEE DEPOSITS:
1. One to Ten Acres $500.00 plus $10.00 /ac.
2. Ten to Fifty Acres 750 .00 plus 8.00 per/ac.
3. Fifty to One Hundred Acres 1,000.00 plus 6.00/ac.
4. Over One Hundred Acres 1,500.00 plus 4.00/ac.
OIL & GAS EXPLORATION AND DEVELOPMENT PERMITS:
5: Review/Permit Fee $950.00
ZONING FEE DEPOSITS: _
6. Zoning Change $900.00
7. Special Use Permit _ 900.00
8. Special Use, Day Care Center 250.00
9. Variance 300.00
SUBDIVISION FEE DEPOSITS:
10. Sketch Plan Review (1st phase for subdivision) $ 900.00
11. Preliminary Plat Review (2nd phase for 1500.00
subdivision)
12. Final Plat Review (final phase for subdivision) 900.00
PLANNED UNIT DEVELOPMENT DEPOSITS:
13. Preliminary Site Plan Review (1st phase for $1500.00
PUD's)
14. Final Site Plan Review 900.00
OTHER DEPOSITS
15. Administrative Review (minor changes to
Commercial/Industrial plans) $500.0
0
16. Re-plat and Amended Plats, Drainage and/or Utility
Easements) 500.00
17. Amended Plat Review (changing lot lines only) 500.00
18. Development Review Team, Pre-application Meetings 250.00
19. Other Services Provided by City Staff 55.00/h-
1.
20. Other Services Provided by City Consultants At Cost
FLOODPLAIN DEVELOPMENT
21. Permit Fee and Review $750.00 up to ten acres
$1500.00 over ten acres
Joseph G. and Donna C. Routzon
13525 Weld County Road 8
Fort Lupton, Colorado 80621-8344
To Whom It May Concern:
Please be advised that We, Joseph G. and Donna C. Routzon, Property Owners, hereby
authorize Todd Hodges Design, LLC, to represent us in our endeavor to Annex and Zone
our property located in the Southwestern quarter of the Southeastern quarter of Section
17, 'Township 1 North, Range 66 west of the 6th P.M., Weld County, Colorado.
•
74 r-y-
seph c7Routzon date
Donna C. Routzon date
Joseph G. and Donna C. Routzon
13525 Weld County Road 8
Fort Lupton, Colorado 80621-8344
May 15,2006
Mayor Jim Bostick
City Council Members
130 South McKinley
Fort Lupton, Colorado 80621
RE: Annexation and Zoning of property described in attached legal description, located in the
Southwestern quarter of the Southeastern quarter of Section 17, Township 1 North, Range 66
west of the 6th P.M., Weld County, Colorado.
Dear Mayor Bostick and City Council Members:
It is with pleasure that we present an Annexation Petition and application for Annexation and
Zoning of our property to the City of Fort Lupton. The attached items have been prepared to
conform to the City Code and direction provided by City Staff, in accordance with the
Intergovernmental Agreement between the City of Fort Lupton and Weld County, as well as the
interim planning study between the communities of Brighton and Fort Lupton.
Our intent is to not change the agricultural uses occurring on site at this time. Our intent is to
annex and change the zone of our properties. Existing improvements on the properties, including
wells, septic systems, residential and agricultural structures and uses shall remain on site and in
agricultural use until such time when the use changes. Future use changes will require additional
review by City staff,members of the public, referral agencies, Planning Commission and the City
Council.
We have included a draft Annexation Agreement in the submittal materials. Following staff
review of these submitted materials, we respectfully request a hearing date on the Annexation
Petition at the earliest possible date.
Please feel free to contact us with further questions.
Sincerely,
f&s...eepto
seph . Routzon Donna C. Routzon
PETITION FOR ANNEXATION
TO: THE CITY COUNCIL OF FORT LUPTON, COLORADO
We, the undersigned landowners, in accordance with Colorado law, hereby petition the City of Fort
Lupton and its City Council for annexation to the City of Fort Lupton of the unincorporated
territory, the legal description of which is attached hereto as Exhibit A and incorporated herein by
this reference, located in the County of Weld and the State of Colorado, and to be known as the
Routzon Annexation to the City of Fort Lupton.
As part of this petition, your petitioners further state to the City Council that:
1. It is desirable and necessary that the territory described in Exhibit A be annexed to the
City of Fort Lupton.
2. The requirements of Sections 31-12-104 and 31-12-105, C.R.S., as amended, exist or
have been met in that:
a. Not less than one-sixth of the perimeter of the area proposed to be annexed is
contiguous with the City of Fort Lupton or will be contiguous with the City of
Fort Lupton within such time as required by Section 31-12-104.
b. A community of interest exists between the area proposed to be annexed and the
City of Fort Lupton.
c. The area proposed to be annexed is urban or will be urbanized in the near future.
d. The area proposed to be annexed is integrated with or is capable of being
integrated with the City of Fort Lupton.
e. No land within the boundary of the area proposed to be annexed which is held in
identical ownership, whether consisting of one tract or parcel of real estate or two
or more contiguous tracts or parcels of real estate, has been divided into separate
parts or parcels without the written consent of the landowner or landowners
thereof, unless such tracts or parcels were separated by a dedicated street, road,
or other public way.
f. No land within the boundary of the area proposed to be annexed which is held in
identical ownership, whether consisting of one tract or parcel of real estate or two
or more contiguous tracts or parcels of real estate, comprises twenty acres or
more, and, together with the buildings and improvements situated thereon, has an
assessed value in excess of two hundred thousand dollars ($200,000.00) for ad
valorem tax purposes for the year next preceding the annexation, has been
included within the area proposed to be annexed without the written consent of
the landowner or landowners.
g. No annexation proceedings have been commenced for any portion of the area
proposed to be annexed for the annexation of such area to another municipality.
The area proposed to be annexed is not part of any incorporated city, city and
county, or town.
1
h. Existing and requested zoning and acreage of each requested zone.
i. Ownership of all parcels within and adjacent to the annexation.
j. Appropriate certification blocks as directed by the Planning Department.
5. At least fifteen (15) days prior to the presentation of this petition to the Fort Lupton City
Council, a minimum of fifteen(15) copies of a master plan shall be submitted to the City
of Fort Lupton, produced with an engineer's scale, minimum scale to be one (1) inch
represents one hundred (100) feet, on a reproducible medium with outer dimensions of
twenty-four(24)by thirty-six (36) inches, containing the following information.
a. The date of preparation, the scale and a symbol designating true north.
b. The name of the annexation.
c. The names, addresses and phone numbers of the applicant and the firm or person
responsible for preparing the master plan.
d. Existing and proposed easements and rights-of-way.
e. Block numbers and lot numbers with approximate dimensions.
f. Proposed gross and net residential density.
g. Existing watercourses with adequate easements for flood control.
h. Designation of all public sites to be reserved and dedicated.
i. Existing two-foot contours.
j. Appropriate certification blocks as directed by the Planning Department.
6. At least fifteen (15) days prior to the presentation of this petition to the Fort Lupton City
Council, a minimum of five (5) copies of all required supportive information shall be
submitted to the City of Fort Lupton which shall include the following:
a. Soils description and limitation.
b. Preliminary utility plan.
c. Mailing addresses of all property owners within three hundred (300) feet of the
annexation.
d. Affidavit concerning the amount and historical use of all water rights owned.
e. Vicinity map with one and one-half(1 '/1) mile radius, at a minimum scale of one
(1) inch represents two thousand (2,000)feet.
f. Statement on community need for proposed annexation and zoning.
g. For all annexations in excess often(10) acres, the applicant shall obtain from the
school district governing the area to be annexed a statement of the effect of the
annexation upon the school district, including an estimate of the number of
students generated by the proposed annexation and the capital construction
required to educate such students.
7. Upon the annexation ordinance becoming effective, all lands within the area proposed to
be annexed will become subject to all ordinances, resolutions, rules, and regulations of
the City of Fort Lupton, except for general property taxes of the City of Fort Lupton,
which shall become effective as of the January 1 next ensuing.
3
8. The zoning classification requested for the area proposed to be annexed is Industrial (I-
1), as shown on the annexation map attached hereto and incorporated herein.
9. As required by the City of Fort Lupton, an annexation agreement has been or will be
executed by the petitioners herein and the City relating to this annexation and the
petitioners hereby expressly consent to the terms and conditions set forth in the
annexation agreement.
10. As an expressed condition of annexation, landowner(s) consent(s) to petition for
inclusion into the Northern Colorado Water Conservancy District and the municipal sub
district pursuant to Section 37-45-136 (3.6) C.R.S. to pay the appropriate fees and costs
associated with such inclusion. Landowner(s) acknowledge(s) that, upon inclusion into
the district and subdistrict, landowner's(s') property will be subject to the same mill
levies and special assessments as are levied or will be levied on other similarly situated
property in the district and subdistrict at the time of inclusion of landowners(s') lands.
Landowner(s) agree(g) to waive any right to an election which may exist to require an
election pursuant to Article X, Section 20, of the Colorado Constitution before the
district and subdistrict can impose such mill levies and special assessments as it has the
authority to impose. Landowner(s) also agree(s) to waive, upon inclusion, any right
which may exist to a refund pursuant to Article X, Section 20, of the Colorado
Constitution.
11. The non-refundable annexation application fee of$1,070.00 is tendered herewith.
4
THEREFORE, the undersigned respectfully petition(s) the City Council of the City of Fort Lupton,
to annex the territory described and referred to in Exhibit A to the City of Fort Lupton in
accordance with and pursuant to the statutes of the State of Colorado.
Land Owner(s)Name(s) and Signature(s) Mailing Address Date of Signing
Joseph G. Routzon 13525 WCR 8
Fort Lupton, CO 80621
Donna C. Routzon 13525 WCR 8
' Fort Lupton, CO 80621
5
Land Owner(s)Names(s) and Signature(s) Mailing Address Date of Signing
The foregoing signature(s)was/were subscribed and sworn to before me this 9 441 day of
WIM , 200(e, by Tvuiwno EpusAna
t�N.k3oHs
Witness my hand and official seal. �P. "
.27 tkoTARY•y,�
°'
My commission expires on 1G-10-7.041
-dtrailAy IS 01,444r v OF CO-
Notary Public
My Commission Expires tif-LOr
Land Owned
If necessary, attach separate sheet.
6
AFFIDAVIT OF CIRCULATOR
STATE OF COLORADO )
)ss.
COUNTY OF Maps )
-)oSslit,( 4 DWQR l ourz.om , being first duly sworn, states upon oath that he/she is the
circulator of the petition to which this Affidavit is attached and knows of his/her own knowledge
that the signature of each land owner appearing on said petition is the signature of the person whose
name it purports it to be.
a �l 117 —tom ;707---k
o.n sephd.Routzon Donna C. Routzon
The foregoing Affidavit was subscribed and sworn to before me this qTM day of
MA i , 20 a to , by Tcw nwu Bean
Witness my hand and official seal.
My commission expires on ICJ-7-cG
4,704.44-1 mi 6--
Notary Public
i��_ts o.S
O\Q'.&TAR),\s;
N;•. PUBLIC•/8
9%F COL
My Commission Expires 10.7.06
7
Intermill Land Surveying
1301 N. Cleveland Ave. ' a •
Loveland, Colorado 80537
(970)669-0516
Fax: (970) 635-9775
E-mail: intermill@gwest.net
Property Description (Routzon Annexation):
Being a portion of the Southeast Quarter of Section 17 and the Northeast Quarter of
Section 20 all in Township 1 North, Range 66 West of the 6`" P.M., County of Weld,
State of Colorado being more particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 17 as bearing South
89°38'26"West and with all bearings contained herein relative thereto:
BEGINNING at the Southwest Corner of the Southeast Quarter of said Section 17, said
point also being the TRUE POINT OF BEGINNING; thence North 00°02'53" West
1315.69 feet to the North line of the Southwest Quarter of the Southeast Quarter of said
Section 17; thence along said North line North 89°46'10" East 1327.40 feet to a point on
the East line of the Southwest Quarter of the Southeast Quarter of said Section 17; thence
along said East line South 00°08'36" East 1312.69 feet to a point on the South line of the
Southeast Quarter of said Section 17; thence along the East line of Northwest Quarter of
the Northeast Quarter of said Section 20 South 00°08'36" East 30.00 feet to a point on the
Southerly right of way of Weld County Road 8; thence departing said East line and along
said Southerly right of way South 89°38'26" West 1329.62 feet to a point on the West
line of the Northeast Quarter of said Section 20; thence departing said southerly right of
way and along said West line North 00°06'02" West 30.00 feet to the Southwest Corner
of the Southeast Quarter of said Section 17 and the TRUE POINT OF BEGINNING.
Todd Hodges Design, LLC
Statement of Community Need
The annexation of this parcel to the City of Fort Lupton respects the Intergovernmental Agreement in
place between the City of Fort Lupton and Weld County as well as the draft interim grown plan between
the communities of Brighton and Fort Lupton. The property is not located within the Intergovernmental
Agreement boundary found in Appendix 19-L of the Weld County Code. However, previous successful
Annexation and Zoning applications to the City in this vicinity lend this property to Annexation and
Zoning as well. By doing so, the future development of the property to Industrial uses will conform to
goals established by the City of Fort Lupton in determining the long-term growth and development of the
City of Fort Lupton. The City has been in study session to develop a Growth Plan with Weld County and
the City of Brighton. This parcel is located within the Joint Planning Area for Fort Lupton and the City of
Brighton as depicted on the July 2005 IGPA Land Use Map. The applicants held a pre-application
meeting with the City Planner on April 27, 2006 to determine the most appropriate Zoning classification
for this application. An Industrial, I-1 was determined to be most appropriate based on long-range
planning,surrounding properties and recent annexations.
Adherence to the plan accomplishes goals established by the City for their long-range planning efforts,
meets development goals, and ensures compatibility with the region. Objective#4 of the Interim Growth
Plan (in draft format) states an objective is to establish predictability for future land use in the Interim
Growth Plan Area. The annexation and zoning of this property will allow the applicants to develop
within the City boundary at the time when development is appropriate at standards established by the
City. The intent of this application is to not change the current agricultural uses occurring on site. The
intent is to annex and change the zone of the property at this time.
This annexation proposes I-1 zoning with continued agricultural operations. The continuance of
residential uses and agricultural operations on site will remain harmonious with the existing
neighborhood. Continued use of irrigation wells and infrastructure and agricultural improvements will
remain until use necessitates a Site Plan Review application. Existing improvements, including the wells
and septic systems, residential and agricultural structures, and residential and agricultural uses shall
remain on site and in use until such time when the use changes. Future use changes may require
additional review by City staff, members of the public, referral agencies, Planning Commission and the
City Council.
The future uses shall comply with the Town Code, Section 16-42, Industrial District (I-1). Section 16-2
of the City Code stipulates the purpose of establishing Zoning districts and regulations. Such purpose is
to encourage the most appropriate use of land throughout the City. Additional purposes are to maintain
high standards in protecting the health, safety and welfare of current and future citizens. Through the
annexation and zoning of this property,the City agrees to work with the land owner in meeting their long-
term needs associated with their property. Through the annexation and zoning of this property, the
property owner agrees to abide by guidelines established by the City in meeting their long-terms needs.
Future development on the property will be designed to be harmonious with surrounding properties and
uses.
The impact to surrounding property owners at this time shall remain as it is currently. The use on site is
not changing from the current agricultural operations. The use shall remain in agricultural production.
The property is currently planted in green onions. The property owners would like to annex their property
and change the zone of their property to be consistent with future development patterns established by the
City of Fort Lupton.
1269 North Cleveland Avenue• Loveland, Colorado 80537 • (970) 613-8556 • fax: (970)613-8775
email: toddhodgesdesign@earthlink.net
Weid,„� Administration Office www.ftlupton.k12.co.us
. ¢ 301 Reynolds Street Ph: 303 857-3200
'''' Fort Lupton, CO 80621 Fax: 303-857-3219
fort lupton,Colorado
May 15, 2006
Anne Best Johnson, AICP
Todd Hodges Design, LLC
1269 North Cleveland Avenue
Loveland, CO 80537
Dear Ms. Johnson:
This letter is to notify you that Weld County School District Re-8 does not
see any significant impact in granting the request by Routzon's petition to
change the Annexation and Preliminary Zoning of their property to Light
Industrial.
Sincerely,
a--
ark A. Payler
Superintendent of Schools
A community united for student success...college ready!
Una comunidad unida para el exito de sus estudiantes...
iListos para la universidad!
-* snTodd Hodges Design, LLC
Annexation Imoact Report
This Impact Report has been prepared in accordance with Section 15-4 of the City of Fort Lupton Code.
15-4(b).1 Annexation Impact Report Map: Attached
15-4(b).2 A copy of a draft annexation agreement is included in application materials.
15-4(b).3 A statement of the City's plans for extending or providing for municipal services within
the area to be annexed.
The site does contain residential improvements. The landowner will discuss the
provision of public sewer and public water to the site and greater community. The
landowner will negotiate with the City regarding water and sewer options if municipal
services are not available at time of development.
15-4(b).4 A statement identifying all existing districts within the area to be annexed.
The property is currently zoned(A)Agricultural. The information contained within this
table was compiled through the Weld County Treasurer's office on May 10, 2006. Please
see attached 2005 District Lists and Tax District Number 2501.
District Name 2005 District
Mill Levy
Windsor School District,RE-8 18.399
Fort Lupton Fire Protection District 8.922
Aims Junior College 6.357
Weld Library District 3.281
Central Colorado Water Sub District, CCS 3.350
Water
Central Colorado Water Conservancy 0.607
District,CCW Water
Weld County 17.900
West Greeley Conservation 0.000
15-4(b).5 A statement of the City's plans for the financing of municipal services to be extended
into the area to be annexed.
The site does contain residential improvements. The landowner will discuss the
provision of public sewer and public water to the site and greater community. The
landowner will negotiate with the City regarding water and sewer options if municipal
services are not available at time of development.
15-4(b).6 A statement of the effect of the annexation upon the school district governing the area to
annexed.
Application materials contained a letter of no-conflict from the School District.
1269 North Cleveland Avenue• Loveland, Colorado 80537 • (970) 613-8556 • fax: (970)613-8775
email: toddhodgesdesign@earthlink.net
ms15anrs, a
Tax Ares Tax District LEVY Tex Area Tax District LEVY
CGS WATER 3.350 SCHOOL DIST RE8 18.399
CCW WATER OBW WELD COUNTY 17.900
NCW WATER 1.000 WELD LIBRARY 3.281
SCHOOL DIST RE50J 38803 WEST ADAMS CONSERVATION 0.000
SOUTHEAST WELD CONSERVATIO 0.000 58.816
WELD COUNTY 17.900 2602
WELD LIBRAPY 3.281 AIMS JUNIOR COL 8.357
WEST GREELEY CONSERVATION 0.417 COS WATER 3.350
WIGGINS FIRE 5.832 COW WATER 0.807
71.990 GREATER BRIGHTON FIRE 9.295
2497 SCHOOL DIST RE8 18.399
AIMS JUNIOR COL 8.357 WELD COUNTY 17.900
CCS WATER 3.350 WELD LIBRARY 3.281
CCW WATER 0.807 WEST ADAMS CONSERVATION 0.000
HUDSON FIRE 3.550 69.189
SCHOOL DIST RE3J 32145 2503
WELD COUNTY 17.900 AIMS JUNIOR COL 8.357
WELD LIBRARY 3.281 FORT LUPTON FIRE 8.922
WEST ADAMS CONSERVATION 0.000 SCHOOL DIST RE8 18.399
67.190 WELD COUNTY 17.900
2498 WELD LIBRARY 3.281
AIMS JUNIOR COL 8.357 WEST ADAMS CONSERVATION 0.000
HUDSON FIRE 3.550
64.869
SCHOOL DIST RE3J 32.145 2604
WELD COUNTY 17.900 AIMS JUNIOR COL 8.357
WELD LIBRARY 3.281 GREATER BRIGHTON FIRE 9.295
WEST ADAMS CONSERVATION 0.000 SCHOOL DIST RE8 18399
83.233 WELD COUNTY 17.900
2499 WELD LIBRARY 3.281
AIMS JUNIOR COL 8.357 WEST ADAMS CONSERVATION 0.000
CCW WATER 0.807 66.232
HUDSON FIRE 3.550 2606
SCHOOL DIST RE3J 32.145 AIMS JUNIOR COL 5.357
WELD COUNTY 17.900 CCS WATER 3.350
WELD LIBRARY 3.281 CCW WATER 0.807
WEST ADAMS CONSERVATION 0.000 GREATER BRIGHTON FIRE 9.295
63.840 NCW WATER 1.000
2600 SCHOOL DIST RE8 18.399
AIMS JUNIOR COL 8.357 WELD COUNTY 17.900
CCW WATER 0.807 WELD LIBRARY 3.281
GREATER BRIGHTON FIRE 9.295 WEST ADAMS CONSERVATION 0.000
SCHOOL DIST RE3J 32.145 80.189
WELD COUNTY 17.900 2606
WELD LIBRARY 3.281 AIMS JUNIOR COL 8.357
WEST ADAMS CONSERVATION 0.000 CCW WATER 0.807
69.686 FORT LUPTON FIRE 8.922
2601 SCHOOL 01ST RE8 18.399
AIMS JUNIOR COL 8.357 WELD COUNTY 17.900
CCS WATER 3.350 WELD LIBRARY 3.281
CCW WATER 0.807 WEST ADAMS CONSERVATION 0.000
FORT LUPTON FIRE 8.922 66.486
116
2005 TAXING DISTRICTS
COUNTY
SCHOOLS
Ault R E 9
Briggsdale R E 10
Brighton R 27 J
Eaton R E 2
Fort Lupton R E 8
Gilcrest R E 1
Greeley # 6
Grover R E 12
Johnstown R E 5
Keenesburg R E 3
Kersey R E 7
Longmont R E 1 J
Loveland R E 2 J
New Raymer R E 11
Weldona R 20 J
Wiggins R 50 J
Windsor R E 4
WATER DISTRICTS
C.C.W. Central Colorado Water Conservancy District
C.C.S . Central Colorado Water Sub District
C.C.A. Central Colorado Water Well Augmentation District
C.W.C. Central Weld County Water District
E.L.W. East Larimer County Water District
L.H.W. Left Hand Water District
L.T.W. Little Thompson Water District
L. P.W. Long Peak Water District
L.C.W. Lost Creek Groundwater Management District
N.C.W. Northern Colorado Water Conservancy District
N.K.B. North Kiowa Bijou Groundwater Mgmt. District
N.W.C. North Weld County Water District
S .V.W. St. Vrain Left Hand Water Conservancy District
M:UACKIEILW BKINF.05,DOC
TOWNS/CITIES
Ault TALT
Brighton TBRI
Dacono TDAC
Eaton TETN
Erie TERI
Evans TEVS
Firestone TFIR
Fort Lupton TFTL
Frederick TFRE
Garden City TGC
Gilcrest TGIL
Greeley TGR
Grover TGRO
Hudson THUD
Johnstown TJOH
Keenesburg TKEE
Kersey TKER
La Salle TLAS
Lochbuie TLOC
Longmont TLOG
Mead TMEA
Milliken TMIL
Northglenn TNGL
Nunn TNUN
Pierce TPIE
Platteville TPVI
Raymer TRAY
Severance TSEV
Windsor TWIN
GURA is tax area 0615
DDA is tax area 2689
FIRE DISTRICTS
Ault
Berthoud
Berthoud (Bond)
Briggsdale
Greater Brighton
Eaton
Fort Lupton
Frederick-Firestone
Galeton
Hudson
Johnstown
M:VACKIEILVYBKINF.05.DDC
FIRE DISTRICTS (CONTINUED)
La Salle
Milliken
Milliken (Bond 2011)
Milliken (Bond 2024)
Mountain View
Mountain View (Bond 2008)
North Metro Fire
Nunn
Pawnee
Platte Valley
Platteville-Gilcrest
Poudre Valley
Raymer-Stoneham
Southeast Weld
Western Hills
Wiggins
Windsor-Severance
SANITATION DISTRICTS
Boxelder Sanitation
Dacono Sanitation
East Eaton Sanitation
Galeton Sanitation
Pine Lake Sanitation
St. Vrain Sanitation
Tri Area Sanitation
CONSERVATION DISTRICTS
West Greeley Conservation
Platte Valley Conservation
Longmont Conservation
Big Thompson Conservation
Boulder Valley Conservation
Centennial Conservation
Fort Collins Conservation
Morgan Conservation
Southeast Weld Conservation
West Adams Conservation
M:UACKIBLVYBKINF.D5.DOC
OTHER DISTRICTS
Aims Junior College
Altamira Metro #1
Altamira Metro #2
Altamira Metro #3
Altamira Metro #4
Altamira Metro #5
Altamira Metro #6
Beebe Draw Law Enforcement
Beebe Draw Metro #1
Beebe Draw Metro #2
Blue Lake Metro #1
Blue Lake Metro #2
Blue Lake Metro #3
Bromley Park Metro #2
Carbon Valley Rec
Cottonwood Hollow Commercial Metro
Cottonwood Hollow Residential Metro
Creekside Metro #1
Creekside Metro #2
Creekside Metro #3
Creekside Metro #4
Deer Trails Metro
Downtown Development (DDA)
Eagle Meadow Metro
Erie Commons Metro #1
Erie Commons Metro #2
Erie Corp Center Metro #1
Erie Corp Center Metro #2
Erie Corp Center Metro #3
Greeley Urban Renewal (GURA)
Greens Metro
Greenspire Metro #1
Greenspire Metro #2
Greenspire Metro #3
Hills Metro #1
Hills Metro #2
Hills Metro #3
Hudson Hills Metro
Hunter Hills Metro #1
Hunter Hills Metro #2
Kohler Farms Metro
Peaks Metro
Pinnacle Farms Metro
Poudre Tech Metro
Resource Colo Water & Sanitation Metro
M:UACKIEILVYBKINF.05.00C
i Annexation Impact Map
ROUTZON ANNEXATION
A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17,
TOWNSHIP 1 NORTH, RANGE 66 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO
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Phone:(970)669-0516 Fax(970)635-9975 E-mail:Ave..n rermill@owest-net J
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Property Owners Within 300 ft. of Parcel# 147117000048
NAME I MAILING ADDRESS (PARCEL IDENTIFICATION#
13767 COUNTY RD 8
BUROUGH KEN 147117400090
FORT LUPTON,CO 80621
13767 COUNTY RD 8
BUROUGH KEN 147117400092
FORT LUPTON,CO 80621
13767 COUNTY RD 8
BUROUGH KEN 147117400094
FORT LUPTON,CO 80621
13746 COUNTY RD 8
FLOYD LINDA K 147120000093
FORT LUPTON,CO 80621
13749 WCR 8
HUETT RICHARD A & JOYCE KAY 147117400086
FT LUPTON,CO 80621-8344
13749 WCR 8
HUETT RICHARD A & JOYCE KAY 147117000087
FT LUPTON,CO 80621-8344
13757 WELD CO RD 8
MC ALMOND SCOTT J & IVA LEE 147117000091
FT LUPTON,CO 80621
13916 WELD CORD8
SCHOEN LAWRENCE M & VERYL M 147120000091
FT LUPTON,CO 80621
13750 COUNTY RD 8
THOMAS VIRGINIA L & 147120000094
FORT LUPTON,CO 80621
13050 COUNTY ROAD 10
VILLANO BROTHERS PROPERTIES INC 147117000085
FORT LUPTON,CO 80621
13050 COUNTY RD 10
VILLANO ROBERT P (1/6 INT) & 147120200002
FT LUPTON,CO 80621
Qat / 9' 02°
Old Republic National Title Insurance Company
ALTA COMMITMENT
Our Order No. FC25066938-2
Schedule A Cust. Ref.:
Property Address:
13525 WELD COUNTY ROAD 8 FORT LUPTON, CO 80621
1. Effective Date: June 28, 2006 at 5:00 P.M.
2. Policy to be Issued, and Proposed Insured:
Information Binder
Proposed Insured:
3. The estate or interest in the land described or referred to in this Commitment and covered herein is:
A Fee Simple
4. Title to the estate or interest covered herein is at the effective date hereof vested in:
JOSEPH G. ROUTZON AND DONNA C. ROUTZON
5. The land referred to in this Commitment is described as follows:
THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 1 NORTH,
RANGE 66 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO.
ALTA COMMITMENT
Schedule B-1
(Requirements) Our Order No. FC25066938-2
The following are the requirements to be complied with:
Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be
insured.
Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to-wit:
This product is for informational purposes only and does not constitute any form of title guarantee nor insurance. The
liability of the company shall not exceed the charge paid by the applicant for this product, nor shall the company be
held liable to any party other than the applicant for this product.
THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED
PURSUANT HERETO.
ALTA COMMITMENT
Schedule B-2
(Exceptions) Our Order No. FC25066938-2
The policy or policies to be issued will contain exceptions to the following unless the same are disposed
of to the satisfaction of the Company:
1. Rights or claims of parties in possession not shown by the public records.
2. Easements, or claims of easements, not shown by the public records.
3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and
inspection of the premises would disclose and which are not shown by the public records.
4. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and
not shown by the public records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or
attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for
value the estate or interest or mortgage thereon covered by this Commitment.
6. Taxes and assessments not yet due or payable and special assessments not yet certified to the Treasurer's office.
7. Any unpaid taxes or assessments against said land.
8. Liens for unpaid water and sewer charges, if any.
9. RESERVATION OF ALL RIGHTS TO ANY AND ALL MINERALS, ORES AND METALS OF ANY
KIND AND CHARACTER AND ALL COAL, ASPHALTUM, OIL, GAS OR OTHER LIKE
SUBSTANCES IN OR UNDER SAID LAND, THE RIGHT OF INGRESS AND EGRESS FOR THE
PURPOSE OF MINING, TOGETHER WITH ENOUGH OF THE SURFACE OF THE SAME AS MAY
BE NECESSARY FOR THE PROPER AND CONVENIENT WORKING OF SUCH MINERALS AND
SUBSTANCES, AS CONTAINED IN UNITED STATES PATENT RECORDED MARCH 18, 1899
IN BOOK 153 AT PAGE 40.
10. RESERVATIONS AS CONTAINED IN PATENT OF THE UNITED STATES RECORDED MAY 27,
1890 IN BOOK 97 AT PAGE 38.
11. RIGHT OF WAY FOR ROAD AS CONTAINED IN DEEDS RECORDED FEBRUARY 6, 1899 IN
BOOK 162 AT PAGE 2 AND 3.
12. TERMS, CONDITIONS AND PROVISIONS OF RIGHT OF WAY OIL AND GAS LEASE ACT OF
MAY 21, 1930 RECORDED DECEMBER 16, 1974 AT RECEPTION NO. 1650316.
13. RIGHT OF WAY GRANTED TO PANHANDLE EASTERN PIPE LINE AS CONTAINED IN ORDER,
JUDGEMENT AND DECREE RECORDED JANUARY 4, 1978 AT RECEPTION NO. 1740577.
ASSIGNMENT, BILL OF SALE AND CONVEYANCE RECORDED JANUARY 2, 2002 AT
ALTA COMMITMENT
Schedule B-2
(Exceptions) Our Order No. FC25066938-2
The policy or policies to be issued will contain exceptions to the following unless the same are disposed
of to the satisfaction of the Company:
RECEPTION NO. 2913152.
14. OIL AND GAS LEASE BETWEEN JOSEPH G. ROUTZON AND DONNA C. ROUTZON AND LOUIS
S. MADRID, RECORDED MAY 05, 1978 UNDER RECEPTION NO. 1752591 AND ANY AND
ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN. ASSIGNMENT OF OVERRIDING
ROYALTY INTEREST RECORDED DECEMBER 22, 1994 AT RECEPTION NO. 2420121.
15. OIL AND GAS LEASE BETWEEN JOSEPH G. ROUTZON AND DONNA C. ROUTZON AND
TRANSCONTINENT OIL COMPANY, RECORDED NOVEMBER 05, 1992 UNDER RECEPTION NO.
2309903 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN.
NOTE: EXTENSION OF OIL AND GAS LEASE RECORDED SEPTEMBER 18, 2000 AT
RECEPTION NO. 2794562.
16. RIGHT OF WAY FOR AN IRRIGATION DITCH AS CONTAINED IN DEED RECORDED
NOVEMBER 6, 1975 AT RECEPTION NO. 1674002.
LAND TITLE GUARANTEE COMPANY and MERIDIAN LAND TITLE, LLC
DISCLOSURE STATEMENTS
Note: Pursuant to CRS 10-11-122, notice is hereby given that:
A) The subject real property may be located in a special taxing district.
B) A Certificate of Taxes Due listing each taxing Jurisdiction may be obtained from the County
Treasurer's authorized agent.
C) The information regarding special districts and the boundaries of such districts may be obtained from
the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor.
Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing
in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom
margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that
does not conform, except that, the requirement for the top margin shall not apply to documents using forms
on which space is provided for recording or filing information at the top margin of the document.
Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every
title entity shall be responsible for all matters which appear of record prior to the time of recording
whenever the title entity conducts the closing and is responsible for recording or filing of legal
documents resulting from the transaction which was closed". Provided that Land Title Guarantee
Company conducts the closing of the insured transaction and is responsible for recording the
legal documents from the transaction, exception number 5 will not appear on the Owner's Title
Policy and the Lenders Policy when issued.
Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion
of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be
issued) upon compliance with the following conditions:
A) The land described in Schedule A of this commitment must be a single family residence which
includes a condominium or townhouse unit.
B) No labor or materials have been furnished by mechanics or material-men for purposes of
construction on the land described in Schedule A of this Commitment within the past 6 months.
C)The Company must receive an appropriate affidavit indemnifying the Company against un-filed
mechanic's and material-men's liens.
D) The Company must receive payment of the appropriate premium.
E) If there has been construction, improvements or major repairs undertaken on the property to be purchased
within six months prior to the Date of the Commitment, the requirements to obtain coverage
for unrecorded liens will include: disclosure of certain construction information; financial information
as to the seller, the builder and or the contractor; payment of the appropriate premium fully
executed Indemnity Agreements satisfactory to the company, and, any additional requirements
as may be necessary after an examination of the aforesaid information by the Company.
No coverage will be given under any circumstances for labor or material for which the insured
has contracted for or agreed to pay.
Note: Pursuant to CRS 10-11-123, notice is hereby given:
This notice applies to owner's policy commitments containing a mineral severance instrument
exception, or exceptions, in Schedule B, Section 2.
A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise
conveyed from the surface estate and that there is a substantial likelihood that a third party
holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and
B) That such mineral estate may include the right to enter and use the property without the
surface owner's permission.
Nothing herein contained will be deemed to obligate the company to provide any of the coverages
referred to herein unless the above conditions are fully satisfied.
Form DISCLOSURE 09/01/02
JOINT NOTICE OF PRIVACY POLICY OF
LAND TITLE GUARANTEE COMPANY, MERIDIAN LAND TITLE. LLC. LAND TITLE
INSURANCE CORPORATION AND OLD REPUBIC NATIONAL TITLE INSURANCE
COMPANY
This Statement is provided to you as a customer of Land Title Guarantee Company and Meridian Land Title,
LLC, as agents for Land Title Insurance Corporation and Old Republic National Title Insurance Company.
We want you to know that we recognize and respect your privacy expectations and the requirements of federal
and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your
trust and confidence is the bedrock of our business. We maintain and regularly review internal and external
safeguards against unauthorized access to non-public personal information ("Personal Information").
In the course of our business, we may collect Personal Information about you from:
* applications or other forms we receive from you, including communications sent through TMX, our
web-based transaction management system;
* your transactions with, or from the services being performed by, us, our affiliates, or others;
* a consumer reporting agency, if such information is provided to us in connection with your transaction;
and
* the public records maintained by governmental entities that we either obtain directly from those entities,
or from our affiliates and non-affiliates.
Our policies regarding the protection of the confidentiality and security of your Personal Information are as
follows:
* We restrict access to all Personal Information about you to those employees who need to know that
information in order to provide products and services to you.
* We maintain physical, electronic and procedural safeguards that comply with federal standards to
protect your Personal Information from unauthorized access or intrusion.
* Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary
action.
* We regularly access security standards and procedures to protect against unauthorized access to Personal
Information.
WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR
ANY PURPOSE THAT IS NOT PERMITTED BY LAW.
Consistent with applicable privacy laws, there are some situations in which Personal Information may be
disclosed. We may disclose your Personal Information when you direct or give us permission; when we are
required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or
criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable
privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement,
transaction or relationship with you.
Our policy regarding dispute resolution is as follows. Any controversy or claim arising out of or relating to our
privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American
Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court
having jurisdiction thereof.
Form PRIV.POL.ORT
LIST OF MINERAL OWNERS AND MINERAL LESSEES
(Routzon)
Subject Property: Township 1 North, Range 66 West. 6th P.M.
Section 17: SW%SE'/
Crews & Zeren, LLC, a mineral title company, states that to the best of its
knowledge the following is a true and accurate list of the names and addresses of the
mineral owners and mineral leasehold owners having an interest in the Subject Property,
based upon the real property records of Weld County, Colorado, as same were verified at
June 29, 2006. A photocopy or facsimile of this list shall, for all purposes, be as valid as
the original hereof.
Dated this 19th day of July, 2006.
CREWS & ZEREN, LLC
By: William G. Crews, CPL
Certified Professional Landman #3477
Mineral Owners Mineral Leasehold Owners:
Anadarko Land Corp. (none)
Attn: Mgr. Property & ROW
P.O. Box 9149
The Woodlands, TX 77387-9147
Joseph G. & Donna C. Routzon
13525 WCR 8
Ft. Lupton, CO 80621
Crews d'Zercn,LLC
9Kinemf?'itle Services
P.O. 930036337 (970)351-0733
Greeley,CO 80633-0606 Page 1 of 2 Fax(303)484-2110
By acceptance and use of this list, the client and its agents agree to all of the following:
William G. Crews ("Crews") and Cynthia A. E. Zeren ("Zeren") are Certified Professional
Landmen certified by the American Association of Petroleum Landmen who have been
asked by Client or Client's agent to provide listings of mineral estate owners entitled to
notice pursuant to §§ 24-65.5-103 or 31-23-215, C.R.S., as provided under the Surface
Development Notification Act, Colorado Revised Statutes §24-65.5-101 et seq. Such lists
will be prepared by Crews or Zeren, although the Client's contract is with, and all
payments are due to, Crews & Zeren, LLC ("C&Z"), a Colorado limited liability company of
which Crews and Zeren are the only members. Neither Crews nor Zeren is an attorney
licensed to practice law.
Crews and Zeren have agreed to prepare listings of mineral estate owners for the Client
only if the Client agrees that the liability of Crews, Zeren and C&Z in connection with such
services shall conclusively be limited to the amount paid by the Client to C&Z for such
services. Crews, Zeren and C&Z make no warranty, express, implied or statutory, in
connection with the accuracy, completeness or sufficiency of any such listing of mineral
estate owners. In the event any such listing proves to be inaccurate, incomplete,
insufficient or otherwise defective in any way whatsoever or for any reason whatsoever,
the liability of Crews, Zeren and C&Z shall never exceed the actual amount paid by Client
to C&Z for such listing.
In order to induce Crews, Zeren and C&Z to provide such services, Client does hereby
agree to indemnify and hold Crews, Zeren and C&Z harmless from and against all claims
by all persons (including but not limited to Client) of whatever kind or character arising out
of the preparation and use of each such listing of mineral estate owners, to the extent that
such claims exceed the actual amount paid by Client to C&Z for such listing.
Client specifically intends that both the foregoing limitation on liability and the foregoing
indemnification shall be binding and effective without regard to the cause of the claim,
inaccuracy or defect, including but not limited to, breach of representation, warranty or
duty, any theory of tort or of breach of contract, or the fault or negligence of any party
(including Crews, Zeren and C&Z) of any kind or character (regardless of whether the
fault or negligence is sole, joint, concurrent, simple or gross).
Crews&Zem,LGC
BfineralIitk Services
P.O. Box336337 (970)351-0733
Greeley,CO 80633-0606 Page 2 of 2 Fax(303)484-2110
Arthur P. Mizzi, Ph.D.
Attorney-at-Law
1980 Kohler Drive Telephone: 303-903-5544
Boulder, Colorado 80305 Facsimile: 303-494-6651
www.MizziLaw.com AMizzi@MizziLaw.com
July 17, 2006
Mr. Tom Parko
City of Fort Lupton
130 South McKinley Avenue
Fort Lupton, Colorado 8062.1
Re: Routzon Water Rights
Dear Mr. Parko:
Enclosed is a table summarizing the ground and surface water right historically
used by the Routzons on the referenced parcel.
Thank you for your assistance with this matter. If you have any questions,
please do not hesitate to contact me.
Si r 1y,
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1516 Hospital Road Permit No.� ''4'-�•
Greeley, Colorado
PH. 353-0540
Application for permit to install, construct, an Individ al Sew, a$e Disposal System.62. 6 � n �
�.')1 r 1 �.) 1 Phone' ':.) "
Owner ,ti..: ti,,,{ `, �_. !"1 . c.,.2, , 1 1 Address . C�_ �
Direct ►ns to site: Hwy Rd._ N mi, E mi, S mi, W mi _
Legal Description: Ptn.S " 50. Sec. 1 r i ,T t N, Fey.,(„ W, Sub. Lot Blk _
General Information J De t. Use Onl
No. Bedrooms 4- No. Persons ,..) Perc rate (avg. of 3)I 1„
No. Baths cZ :/ Basement Plumbing r' 0 Soil Type '7,-),,..,/ •
Size of Lot Li (", no H2O Table Depth -.;,41
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H2O supply (If well give depth) ki,1Q ' i -- r t5 i ' Lot Grade
New Homek,' Mobile Home Modular Add'n Engineer Design_t '="S "),::.. No
Type of sewage disposal requested: If YES-reason:
Septic tank V Privy Other Comments:
This is to certify that the system is NOT within 400 ft. of a public sewer..
I Installation instructions: (Minimum Requirements) I '
Septic Tank /a6-6 Gals. Absorption Trenches 6Ptr0 Sq. Ft.
Other or _. .
Special Instructions Seepage Bed /040 Sq. Ft.
This system will be constructed and installed in accordance with the above specifications
and regulations regarding individual sewage disposal systems in Weld County, Colorado.
This permit shall expire at the same time as the building permit, or, if no building permit
is issued, the permit shall expire 120 days after its issuance if construction has not
been commenced.
Bate: ,) �? r7- �; Owner:.,, ,, . ,. .,.- . )' , ,,, ......_.`
Applicant:
The plans and specifications as shown are approved pending payment ofpe mit fee.
Date: '7" �^ f' 7,-.)- .
Sanitarian: fr`cr~rz-- f. - `44"--
The above system inspec d and found to comply with plan and des i ti
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Systems Contractor: Date:_ , ./(1,
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Sanitarian: ____7(4—_,
Engineer Review:
(Date) (Signature)
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Permit Fee: i �..—
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Received by 4' t c ' ' ' . Date:
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WELD i-, 't lV HEALTH DEP,ARTMEN :'
SIC Hospital Rood ,
,� Greeley, Colorado PSI=,ti1i'I NO. % c _
Ph. 353-0540
Application
lfor permit to Install,. Construct, on Individual Sewage Disposal System. / /
Owner L � f ' p' J �[L�-- Address v7 Phone{ 7 '� /oL
Direction to site: Hwy_ _ Rd. N m. E ,t m mi. bb n i _ �—i (= 2,/ .4
Legal Description; Ptn <"-�tf', v� Sec. • /7, 1/ N, R‘4N Subdiv. Lot Blk
.. General Information /
�rnw Dept. Use Only
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No baths ' ''tiBasement Plumbing . '-. <���+� �
Soil Type t� to
"5i e of Lot f rte* H_0 Table Depth >g(y' �/ -
Upply (if well gate depth) w � <2O 6 ' "
Lot Grade_ -_
ome Mobile Florae ,X •- Modular Add'n Requires Engineer Design Ye o
r cF sewa e ds
htP s 9 r{Pasal reguested,_ --.- ---- If yes — reason - - � � `
epttc tank Privy i Other
Comments
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+ [o of FORT ,4
City of Fort Lupton 18 ' '
130 S. McKinley Avenue, P.O. Box 148 Cot omAao
Fort Lupton, Colorado 80621
303.857.6694 303-857-0351(Fax)
ANNEXATION AGREEMENT
Routzon First Annexation
THIS AGREEMENT is made and entered into this day of , 2006, by and between
Joseph G. and Donna C. Routzon, hereinafter referred to as the "Owner", and the CITY OF
FORT LUPTON, a municipal corporation of the State of Colorado, hereinafter referred to as
"Fort Lupton" or"City".
WITNESSETH:
WHEREAS, Owner desires to annex to Fort Lupton the Property more particularly
described on Exhibit "A", which is attached hereto, incorporated herein, and made a part hereof
(such Property is hereinafter referred to as"the Property"); and
WHEREAS, Owner has executed a petition to annex the Property, a copy of which
petition is attached hereto as Exhibit "B", and incorporated herein and made a part hereof; and
WHEREAS, it is to the mutual benefit of the parties hereto to enter into the following
agreement; and
WHEREAS, Owner acknowledges that, except as provided in this Agreement, upon
annexation, the Property will be subject to all ordinances, resolutions, and other regulations of
Fort Lupton, as they may be amended from time to time; and
WHEREAS, the parties mutually agree that the annexation of the Property shall not
create any additional cost or impose additional burden on the existing residents of the City to
provide public facilities and services to the Property after annexation.
NOW, THEREFORE, IN CONSIDERATION OF THE ABOVE PREMISES AND
THE CONVENANTS AS HEREINAFTER SET FORTH, IT IS AGREED BY AND
BETWEEN THE PARTIES AS FOLLOWS:
1. Maps and Surveys. Owner agrees, after review and approval by Owner, to execute,
promptly any and all maps, surveys, engineering, master planning, annexation impact
reports and public notice and other documents necessary to finalize the annexation of the
Property and the other provisions of this Agreement upon request of Fort Lupton.
Page 1 of 9
2. Exclusivity. Until termination of this Agreement, Owner agrees to not sign any other
petition for annexation of the Property or any petition for an annexation election relating
to the Property, except upon request of Fort Lupton.
3. Fees. Owner agrees to pay Fort Lupton an annexation fee in the amount of$1,070.00.
4. Resolution of Substantial Compliance. Fort Lupton shall act upon the annexation
petition on and shall set a public hearing on
unless Owner consents to later action.
5. Zoning. Parties recognize that it is necessary by State of Colorado Law, to zone the
Property within 90 days of annexation, and that the most appropriate use of the Property
is for industrial purposes. Owner has submitted a request to zone the Property I-1 (Light
Industrial) and the City will act upon this request following a public hearing on
. The parties recognize that it is the intent and desire of Owner to
develop the Property in a manner consistent with the zoning requested and that the
granting of such zoning by Fort Lupton is a condition to annexation of the Property.
Owner shall take all action necessary to establish zoning by Fort Lupton of the annexed
Property within the time prescribed by state statute. Notwithstanding such zoning, City
agrees that Owner's Present Uses (defined below) of the Property shall be deemed to be
lawful nonconforming uses and such Present Uses may continue on the Property so long
as Owner does not change its use of the Property. For purposes of this Agreement,
Present Uses means all current activities, practices and uses of, on, or about the Property,
whether engaged in by or on behalf of Owner, which include these types of uses:
agricultural and residential structures and uses, agricultural activities, farming, waste
water management, farm vehicle management, fresh produce marketing, weed and pest
management, dust and noise abatement, odor management, times of operation, land and
crop management, outdoor storage of farm and marketing materials, growing crops that
are the same or similar to those that are currently grown on the Property, and irrigating
such crops through accepted, either presently or in the future, irrigation practices.
Agricultural activities also include use of existing residential and storage structures on the
Property, use of existing wells on the Property for water supply and/or irrigation, and use
of septic systems on the Property for sewage disposal. As a condition precedent to
annexation, the City agrees that the Present Uses of the Property are lawful
nonconforming uses that may continue so long as Owner does not change its use of the
Property. If that condition is not granted, Owner in its sole discretion may withdraw its
annexation petition or be granted disconnection from the City for breach of this
Agreement. Furthermore, the Owner agrees to apply for a special use permit as required
under Section 16-7 if the Owner wishes to use the property for any other purpose not
described under permitted uses or covered under this Agreement. The Owner recognizes
that the City does not currently have any design standards for Industrial uses and at such
time when the City adopts design standards for Industrial uses the Owner will comply
with, and adhere to,the guidelines subject to the terms of this Agreement.
6. Streets. Owner agrees to design, improve, and provide signage, lighting, and
signalization for all public streets and other public rights-of-ways within or adjacent to
Page 2 of 9
the Property in accordance with, and to make such other improvements as may be
required by any applicable federal, State of Colorado, or City law, regulation, or
resolution, subject to any reimbursement which may be provided for by such law,
regulation, or resolution. Owner agrees to transfer such improvements to Fort Lupton, if
requested by Fort Lupton. Owner and Fort Lupton agree to enter into an agreement
pertaining to such improvements and other matters prior to any development and/or
approval of the final plat of the Property.
7. Compliance With Master Plans. Owner agrees that future development of the Property
will comply with any adopted infrastructure plans including, but not limited to,
transportation, drainage, water, sewer, land use and comprehensive plans.
8. Special Improvement Districts. If Owner and Fort Lupton agree to include the Property
in one or more special improvement districts or other mechanism established by Fort
Lupton for making improvements to streets and other public rights-of-ways, or for
making other public improvements authorized by law, then Owner hereby grants Fort
Lupton a power of attorney for the sole purpose of executing all documents necessary for
such inclusion.
9. Compliance with Ordinances, Resolutions and Standards. Owner agrees that if it
changes its use of the Property from the Present Uses set forth above in Section 5, then
Owner's new design, improvement, construction, development, and use of the Property
shall conform, and Owner shall comply with, all applicable federal, State of Colorado,
and Fort Lupton laws, regulations, or resolutions including, without limitation, laws,
regulations, or resolutions pertaining to subdivision, zoning, storm drainage, utilities,
flood control, animal regulations, and weed control. Owner and Fort Lupton
acknowledge that the Present Uses of the Property may not comply with City laws,
regulations, or resolutions including, without limitation, those governing setbacks from
oil and gas facilities. However, notwithstanding the other provisions of this Agreement,
City agrees that so long as Owner does not change the Present Uses and the Present Uses
do not conflict with any applicable federal or State of Colorado law or regulation, then
Fort Lupton shall allow the Present Uses.
10. Limitations. Nothing contained in this Agreement shall constitute or be interpreted as a
repeal of the City's ordinances or resolutions, or as a waiver of the City's legislative,
governmental, or police powers to promote and protect the health, safety, and welfare of
the City and its inhabitants; nor shall this Agreement prohibit the enactment or increase
by the City of any tax or fee, except that Fort Lupton shall not adopt any ordinance,
resolution, policy, tax, or fee designed in whole or part to force Owner to change or
abandon the Present Uses.
11. Disconnection. In the event that the Property or any portion thereof is disconnected at
Owner's request, Fort Lupton shall have no obligation to serve the disconnected Property
or portion thereof and this Agreement shall be void and of no further force and effect as
to such Property or portion thereof. Notwithstanding the foregoing, if(i) the zoning as
set forth above is not approved by ordinance within 150 days hereof, or (ii) the
Page 3 of 9
annexation of the Property is not completed within 60 days hereof, then City shall not
oppose, and shall consent to, Owner's request or petition for disconnection. In addition,
if the inclusion into the NCWCD is not completed and applicable fees paid, then City
shall have the right of disconnection and cancellation.
12. Severability. The parties agree that if any part, term, portion, or provision of this
Agreement is held by a court of competent jurisdiction to be illegal or in conflict with any
federal, State of Colorado, of Fort Lupton law, regulation, or resolution, then the validity
of the remaining parts, terms, portions, or provisions shall not be affected, and the rights
and obligations of the parties shall be construed and enforced as if the Agreement did not
contain the particular part, term, portion, or provision held to be invalid. However, if
Owner in its sole discretion determines that deletion of the invalid term, portion, or
provision defeats its purposes for entering this Agreement or defeats its right to continue
the Present Uses of the Property under this Agreement, then Owner may elect
disconnection and the City shall not oppose, and shall consent to, Owner's request or
petition for disconnection.
13. Municipal Services. Fort Lupton agrees to make available to the Property all of the
usual municipal services in accordance with the ordinances and policies of the City,
which services include, but are not limited to: police protection and water and sewer
services, which are not presently connectable except at owner's expense. Owner
acknowledges that City services do not include, as of the date of the execution of this
Agreement, fire protection or emergency medical services, but the Property is presently
included within the boundaries of and is entitled to receive such services from the Fort
Lupton Fire Protection District. City agrees that Owner may continue to use the existing
domestic water wells and septic systems on the Property until such time as connection to
the City's services is economically feasible for Owner. Notwithstanding any other
provision of this Agreement or municipal ordinance, City agrees that independent of
whether municipal utilities will have been extended to within four-hundred (400) feet of
the property: (i) Owner shall not be required to cross any railroad right-of-way to connect
to municipal utilities, and (ii) Owner shall not be required to install more than four
hundred (400) feet of connection lines to connect to municipal utilities. Further, City
agrees that Owner may continue to use its non-domestic wells for the Present Uses so
long as Owner does not change the Present Uses. Notwithstanding this Agreement,
Owner's connection to City's utilities by itself shall not constitute a change of use of the
Property and Owner, in its sole discretion, may continue to use its groundwater rights and
all surface water rights for all the Present Uses except for septic systems and sewage
disposal. Owner recognizes that the extension of City services, i.e., water and sewer,
which shall be included as part of a utility extension agreement to be negotiated and
executed prior to City's extension of City services to the Property.
14. Future Conveyance of Water Rights. At the time of final plat or development,
whichever is later, Owner agrees to convey to the City, in Owner's sole discretion, water
rights or to pay cash in lieu thereof, as necessary for any proposed development to satisfy
Fort Lupton Municipal Code Section 13-122. Owner also agrees to convey any related
evidence of ownership of any such water rights, free and clear of all encumbrances and
Page 4 of 9
with all taxes and assessments related hereto paid in full. Any such water rights may be
conveyed on a pro-rata basis as the Property is developed. Owner hereby acknowledges
its receipt of a copy of Fort Lupton Municipal Code Section 13-122 concerning City
policy with respect to the dedication of water rights, or cash in lieu thereof, in connection
with annexations, and agrees to comply with such resolutions and with any amendments
thereto, including any applicable amendments adopted subsequent to the annexation of
the subject Property to the extent that such resolutions or amendments do not conflict
with this Agreement.
15. Parks and Public Lands. If at the time of platting, City requires certain land to be
dedicated for public purposes, Owner agrees to dedicate such land to City, or to pay cash
in lieu thereof Lands dedicated for such purposes shall be acceptable to City and shall
comprise six (6) percent of gross residential and two (2) percent of gross non-residential
land. All such dedicated lands shall be platted by Owner in accordance with, and Owner
shall otherwise comply with, all applicable federal, State of Colorado, or Fort Lupton
laws, regulations, or resolutions.
16. Cooperation. The parties agree that they will cooperate with one another in
accomplishing the terms, conditions, and provisions of the Agreement, and will execute
such additional documents as necessary to effectuate the same.
17. Amendments. City and all Owners of any portion of the Property may amend this
Agreement without the consent of the Owners of the remaining portion of the Property so
long as such amendment affects only that portion of the Property owned by those Owners
executing said amendment. Such amendments shall be in writing, shall be recorded with
the County Clerk of Weld County, Colorado, shall be covenants running with the land,
and shall be binding upon all persons or entities having an interest in the Property subject
to the amendment unless otherwise specified in the amendment. Except as otherwise
provided herein, this Agreement shall not be amended unless approved in writing by all
parties hereto.
18. Sole Agreement. This Agreement embodies the entire agreement of the parties. There
are no promises, terms, conditions, or obligations other than those contained herein; and
this Agreement supersedes all previous communications, representations, or agreements,
either verbal or written, between the parties. This Agreement shall survive annexation of
the Property by Fort Lupton.
19. Attorneys' Fees. Owner and Fort Lupton agree that if either party takes legal action to
enforce this Agreement, then the prevailing party shall be entitled to recover all
reasonable attorney's fees and costs associated with such action.
20. "Owner" Defined. As used in this Agreement, the term "Owner" shall include any of
the heirs, transferees, successors, or assigns of Owner, and all such parties shall have the
right to enforce this Agreement, and shall be subject to the terms of this Agreement, as if
they were the original parties thereto.
Page 5 of 9
21. External References. As used in this Agreement, unless otherwise specifically provided
herein, any reference to any provision of any City ordinance, code, resolution, or policy,
which includes future revisions and amendments, and the parties agree that such
amendments or revisions shall be binding upon Owner.
22. Transferability. This Agreement shall be binding upon and inure to the benefit of the
heirs, transferees, successors, and assigns hereof, and its provisions shall constitute
covenants running with the land that is the subject of this Agreement, i.e., the Property.
23. Recording. This Agreement shall be recorded with the County Clerk of Weld County,
Colorado, at Owner's expense.
24. Enforcement. This Agreement may be enforced in any court of competent jurisdiction.
25. Termination. This Agreement shall be null and void if the City fails to approve the
annexation of the Property in accordance with the all the terms and provisions of this
Agreement, including without limitation those pertaining to Owner's right to continue the
Present Uses.
26. No Assurance of Annexation. Owner acknowledges that the annexation and zoning of
the Property are subject to the legislative discretion of the Fort Lupton City Council. No
assurances of annexation or zoning have been made or relied upon by Owner. In the
event, that, in the exercise of its legislative discretion, any action with respect to the
Property herein contemplated is not taken, then Owner's remedy for the breach hereof
shall be withdrawal of the petition for annexation by the Owner, or disconnection from
the City in accordance with this Agreement and the laws and regulations of the State of
Colorado.
27. Inclusion in NCWCD. Owner consents to petition for inclusion in the Northern
Colorado Water Conservancy District and the municipal sub-district pursuant to
Section 97-45-136 (3.6) C.R.S. and to pay the associated inclusion fees and costs within
six months of the date of annexation. Owner acknowledges that, upon inclusion into the
district and sub-district, Owner's Property will be subject to the same mill levies and
special assessments that are levied or will be levied on other similarly situated properties
in the district and sub-district at the time of inclusion of Owner's Property. Owner agrees
to waive any right of election that may exist pursuant to Article X, Section 20, of the
Colorado Constitution before the district and sub-district can impose such mill levies and
special assessments. Owner also agrees to waive, upon inclusion, any right that may
exist to a refund pursuant to Article X, Section 20, of the Colorado Constitution.
OWNER
By:
CITY OF FORT LUPTON
Page 6 of 9
By:
Jim Bostick , Mayor
ATTEST:
By:
Barbara Rodgers, City Clerk
ACKNOWLEDGEMENT
STATE OF COLORADO )
)ss
COUNTY OF WELD )
The above and foregoing signatures were subscribed to sworn to before me this
day of , 2006.
Witness my hand and official seal.
My commission expires on:
Notary Public
Page 7 of 9
EXHIBIT A
Legal Description of Property Owned by Annexor(s)
Page 8 of 9
Intermill Land Surveying
0 • 1301 N. Cleveland Ave. ,� 9•
Loveland, Colorado 80537
(970) 669-0516 w �M��la�` �1\�•C
r �
Fax: (970) 635-9775
E-mail: intermill@gwest.net
Property Description (Routzon Annexation):
Being a portion of the Southeast Quarter of Section 17 and the Northeast Quarter of
Section 20 all in Township 1 North, Range 66 West of the 6th P.M., County of Weld,
State of Colorado being more particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 17 as bearing South
89°38'26" West and with all bearings contained herein relative thereto:
BEGINNING at the Southwest Corner of the Southeast Quarter of said Section 17, said
point also being the TRUE POINT OF BEGINNING; thence along the West line of said
Southeast Quarter North 00°02'53" West 1315.69 feet to the Northwest Corner of the
Southwest Quarter of said Southeast Quarter; thence along the North line of said
Southwest Quarter North 89°46'10" East 1327.40 feet to the Northeast Corner of said
Southwest Quarter; thence along the East line of said Southwest Quarter South 00°08'36"
East 1312.69 feet to the Southeast Corner of said Southwest Quarter; thence along the
East line of Northwest Quarter of the Northeast Quarter of said Section 20 South
00°08'36" East 30.00 feet to a point on the Southerly right of way of Weld County Road
8; thence departing said East line and along said Southerly right of way South 89°38'26"
West 1329.62 feet to a point on the West line of the Northeast Quarter of said Section 20;
thence departing said southerly right of way and along said West line North 00°06'02"
West 30.00 feet to the Southwest Corner of the Southeast Quarter of said Section 17 and
the TRUE POINT OF BEGINNING.
EXHIBIT B
Signed Petition for Annexation (Attached)
Page 9 of 9
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT
PROPOSED INDUSTRIAL DEVELOPMENT
NORTHWEST CORNER OF WELD COUNTY ROADS 8 AND 29
FORT LUPTON, COLORADO
TERRACON PROJECT NO. 21065022
June 12, 2006
Prepared for:
Joseph and Donna Routzon
13525 Weld County Road 8
Fort Lupton, Colorado 80621
Prepared by:
Terracon
1289 First Avenue
Greeley, Colorado 80631
Telephone (970) 351-0460
Fax (970) 353-8639
lierracon
lierracon
Consulting Engineers& Scientists
June 12, 2006
1289 First Avenue
Greeley,Colorado 80631
Phone 970.351.0460
Joseph and Donna Routzon Fax 970.353.8639
www.terracon.com
13525 Weld County Road 8
Fort Lupton, Colorado 80621
Re: Preliminary Geotechnical Engineering Report
Proposed Industrial Development
Northwest Corner of Weld County Roads 8 and 29 — Fort Lupton, Colorado
Terracon Project No. 21065022
Terracon has completed a preliminary geotechnical engineering exploration for the proposed
industrial development to be located at the northwest corner of Weld County Roads 8 and 29 in Fort
Lupton, Colorado. This study was performed in general accordance with our proposal number
P21065022 dated May 8, 2006 with one exception. The site had been planted with onions prior to our
mobilization to the site. At the request of the client, we eliminated all borings in the interior of the
property to avoid damaging a freshly planted onion crop. Based on the site conditions, we were only
able to drill at the northeast, northwest, and southwest corners of the site. Accordingly, we only
drilled three borings instead of the eight borings outlined in our original proposal. Due to the reduced
drilling scope, we have also reduced the scope of our report to exclude earthwork recommendations.
The results of our engineering study, including the boring location diagram, laboratory test results,
test boring records, and the geotechnical recommendations needed to aid in the design and
construction of foundations and other earth connected phases of this project are attached.
We appreciate being of service to you in the geotechnical engineering phase of this project, and are
prepared to assist you during the construction phases as well. If you have any questions concerning
this report or any of our testing, inspection, design and consulting services, please do not hesitate to
contact us.
"plwnnn,,,
Sincerely, el 01 f3EG/ST''�.
TERRACON 3 ��?.• ' p1.EX4
9
36512
A4V---- 1 -S P1/4-
9k.
Ty G. Alexander, P.E. °''0`,S,S,,1ONAI ;#� Douglas J. Jobe, P.E.
Office Manager/Geotechnical Engineer Principal/Regional Manager
Copies to: Addressee (3)
Delivering Success for Clients and Employees Since 1965
More Than 80 Offices Nationwide
TABLE OF CONTENTS
Page No.
Letter of Transmittal ii
INTRODUCTION 1
PROJECT DESCRIPTION 1
SITE EXPLORATION PROCEDURES 2
Field Exploration 2
Laboratory Testing 2
SITE CONDITIONS 3
Soil and Bedrock Conditions 3
Field and Laboratory Test Results 3
Groundwater Conditions 4
PRELIMINARY ENGINEERING RECOMMENDATIONS 4
Geotechnical Considerations 4
Foundation Systems 5
Basement Construction 5
Floor Slab Design and Construction 6
Preliminary Pavement Section Design 6
GENERAL COMMENTS 7
APPENDIX A
Boring Location Plan
Logs of Borings
APPENDIX B
Laboratory Test Results
APPENDIX C
General Notes
General Notes— Sedimentary Bedrock Classification
Unified Soil Classification
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT
PROPOSED INDUSTRIAL DEVELOPMENT
NORTHWEST CORNER OF WELD COUNTY ROADS 8 AND 29
FORT LUPTON, COLORADO
TERRACON PROJECT NO. 21065022
JUNE 12, 2006
INTRODUCTION
This report contains the results of our preliminary geotechnical engineering exploration for the
proposed industrial development to be located at the northwest corner of Weld County Roads 8 and
29 in Fort Lupton, Colorado.
The purpose of these services is to provide information and preliminary geotechnical engineering
recommendations relative to:
• subsurface soil and bedrock conditions
• groundwater conditions
• preliminary foundation considerations
• preliminary feasibility of basement construction
• floor slab design and construction considerations
• preliminary pavement design and construction considerations
The recommendations contained in this report are preliminary in nature and are based upon the
results of field and laboratory testing, engineering analyses, and experience with similar soil conditions,
structures and our understanding of the proposed project.
PROJECT DESCRIPTION
We understand the site is being considered for annexation into the town of Fort Lupton, Colorado as a
possible future industrial development. The site consists of 40 acres of land. Specific plans regarding
site grading and street and facility layout were not available at the time of our report.
Preliminary Geotechnical Engineering Report
Proposed Industrial Development
Terracon Project No. 21065022 Terracon
SITE EXPLORATION PROCEDURES
The scope of the services performed for this project included a site reconnaissance by a geotechnical
engineer, a subsurface exploration program, laboratory testing and engineering analyses.
Field Exploration
Three test borings were drilled on May 15, 2006. The borings were drilled to approximate depths of 30
feet at the locations shown on the Site Plan, Appendix A. All borings were advanced with a truck-
mounted drilling rig utilizing 4-inch diameter solid stem augers.
The borings were located in the field by measurements from property lines and existing site features.
The accuracy of boring locations should only be assumed to the level implied by the methods used to
determine each.
Lithologic logs of each boring were recorded by the field representative during the drilling operations.
At selected intervals, samples of the subsurface materials were taken by driving split-spoon and ring-
barrel samplers. The stratification boundaries on the boring logs represent the approximate locations
of changes in soil types; in-situ, the transition between materials may be gradual and indistinct.
Penetration resistance measurements were obtained by driving the split-spoon and ring-barrel
samplers into the subsurface materials with a 140-pound hammer falling 30 inches. The penetration
resistance value is a useful index in estimating the consistency, relative density or hardness of the
materials encountered.
Groundwater conditions were evaluated in each boring at the time of site exploration, and one day
after completion of drilling.
Laboratory Testing
All samples retrieved during the field exploration were returned to the laboratory for observation by the
project geotechnical engineer and were classified in accordance with the Unified Soil Classification
System described in Appendix C. Samples of bedrock were classified in accordance with the general
notes for Bedrock Classification. At that time, the field descriptions were confirmed or modified as
necessary and an applicable laboratory testing program was formulated to determine engineering
properties of the subsurface materials. Boring logs were prepared and are presented in Appendix A.
Laboratory tests were conducted on selected soil and bedrock samples and are presented on the
boring logs and in Appendix B. The test results were used for the geotechnical engineering analyses,
2
Preliminary Geotechnical Engineering Report
Proposed Industrial Development
Terracon Project No. 21065022 Terracon
and the development of foundation and earthwork recommendations, All laboratory tests were
performed in general accordance with the applicable local or other accepted standards.
Selected soil and bedrock samples were tested for the following engineering properties:
• Water Content • Grain size
• Dry Density • Plasticity Index
• Consolidation/Expansion
SITE CONDITIONS
The site was developed as an agricultural property at the time of our field exploration. The majority of
the site contained a planted onion crop. Two residences were observed at the southwest corner of the
property. Drainage at the site appeared to slope gently to the west. An irrigation ditch that contained
some flowing water at the time of our exploration was located at the outside edge of all four sides of
the property. The site was bordered to the north and west by agricultural property, east by Weld
County Road 29 and south by Weld County Road 8.
SUBSURFACE CONDITIONS
Soil and Bedrock Conditions
As presented on the Logs of Boring, the subsurface soils encountered at the site to depths of 3 to 23
feet consisted of fill, lean clay, clayey sand, silty sand, and well to poorly graded sands with silt. The
fill material encountered appeared to be primarily composed of lean clay. The materials underlying the
surface soils and extending to the maximum depth of exploration consisted of claystone and
siltstone/claystone bedrock.
Field and Laboratory Test Results
Field test results indicate that the native clay soils vary from soft to stiff in consistency. The sand soils
vary from loose to dense in relative density. The claystone and siltstone/claystone bedrock varies from
weathered to medium hard in hardness.
Laboratory test results indicate that the in-situ clay soils are slightly expansive (-1.0% axial strain) and
the claystone bedrock is moderately expansive (-3.4% axial strain) when inundated with water at a
surcharge pressure of 500 pounds per square foot (psf).
3
Preliminary Geotechnical Engineering Report
Proposed Industrial Development
Terracon Project No. 21065022 Terracon
Further, laboratory test results indicate that the sand soils at shallow depth exhibit low to moderate
compression at in-situ moisture contents. These sand soils show some tendency for hydro-
compaction (1.9% axial strain) when elevated in moisture content.
Groundwater Conditions
Groundwater was encountered at approximate depths of 20 to 22'1/2 feet in test borings B-1 and B-2 at
the time of field exploration. When checked one day after the drilling, groundwater was measured at
approximate depths of 19%2 to 20%2 feet in these same borings. Groundwater was not encountered in
boring 8-3 at the time of drilling. Boring B-3 was backfilled upon completion for safety considerations
at the request of a nearby property owner. These observations represent groundwater conditions at
the time of the field exploration, and may not be indicative of other times, or at other locations.
Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions.
PRELIMINARY ENGINEERING RECOMMENDATIONS
Geotechnical Considerations
Based on our field observations and laboratory test results, it is our opinion the site is suitable for
support of a future industrial development from a geotechnical perspective. However, potentially
expansive clay soils and claystone bedrock, and sandy soils that exhibit collapse upon elevation in
moisture content will require particular attention in the design and construction of future structures and
pavements at the site.
Shallow claystone bedrock was encountered at the northeast corner of the site. Based on our
laboratory test results, this bedrock was moderately expansive at in-situ conditions. Accordingly,
foundations bearing in this area will require either overexcavation and replacement with suitable soils,
or drilled pier foundations bearing in bedrock. The use of slabs-on-grade supported on or near this
bedrock will incur the risk of slab heave from the expansive soils. Not enough test data is available to
attempt to predict the total slab heave possible in this area. At a minimum, slabs-on-grade supported
on or near the bedrock likely require overexcavation and replacement with suitable soils to reduce the
amount of slab heave that can be expected due to the expansive conditions. Use of structural floor
systems may be necessary in areas where little floor movement can be tolerated.
The lean clay soils encountered in borings B-1 and 8-2 were slightly expansive at in-situ moisture
contents. These conditions are typically suitable for support of spread footing foundation systems
designed to accommodate minimum dead loads. As noted above, not enough data is available to
adequately assess the amount of heave a slab could experience for the property; however, the amount
of slab heave in areas with low swell potential are typically on the order of 1 to 2 inches. The lean clay
4
•
Preliminary Geotechnical Engineering Report
Proposed Industrial Development
Terracon Project No. 21065022 Terracon
soils may require some overexcavation to reduce total and differential movement of slabs from
expansive soils.
The sand soils encountered at the site have some potential for collapse when elevated in moisture
content. Based on the soils we sampled, we would not consider the collapse potential we observed to
be excessive and under most conditions would not require special considerations for foundation and
slab construction.
Pavements supported on or near the expansive soils and/or bedrock encountered at the site will likely
require some form of swell mitigation to reduce the potential damage to pavements that can result
from swell induced heave of the subgrade materials. Whether the conditions warrant the mitigation
should be determined during a final subsurface exploration conducted within the areas of proposed
pavements once the site has been graded to within 6 inches of the anticipated subgrade elevation.
Because we were unable to evaluate the subsurface conditions throughout a majority of the site, we
anticipate the subsurface conditions could vary considerably across the site. Areas of soils with more
or less swell potential or collapse potential may be encountered during subsequent subsurface
explorations. The recommendations provided in this report are preliminary and are intended to provide
the client with a very introductory perspective of the conditions and some of the basic considerations
for development of the property from a geotechnical engineering perspective. Additional geotechnical
explorations should be performed on a project by project basis once the site layout and specific
building locations have been determined.
Foundation Systems
Based on the conditions encountered, we anticipate spread footings will be feasible in the areas
where the lean clay, clayey sand, and silty sand soils are encountered. If upon subsequent
exploration these soils are found to have increased potential to swell or collapse when inundated
with water, overexcavation and replacement with suitable soils or possibly drilled pier foundations
may be necessary.
Where claystone and siltstone claystone bedrock is encountered, we anticipate spread footing
foundations bearing on engineered fill or drilled pier foundations bearing in bedrock will be the most
suitable foundations for support of most structures. If increased swell potentials are found at the
site, drilled pier foundations may become the most viable option.
Basement Construction
Groundwater was encountered at depths of approximately 19%2 to 20'/2 feet. Accordingly, provided site
grading is developed to maintain a minimum of three feet of separation between the groundwater level
5
Preliminary Geotechnical Engineering Report
Proposed Industrial Development
Terracon Project No. 21065022 Terracon
and the bottom of the basement foundations, full-depth basement construction is considered
acceptable on the site.
It should be noted with the presence of impermeable lean clay soils and claystone/siltstone bedrock,
perched groundwater may occur at times since the subsurface soils are relatively impermeable and
tend to trap water. Completion of site development, including installation of landscaping and irrigation
systems, may lead to perched groundwater development. Construction of drainage systems to
accommodate the shallow groundwater conditions that could develop due to the impermeable
materials is recommended.
Floor Slab Design and Construction
As noted above, construction of slabs-on-grade at the site will be heavily influenced by the presence
of expansive materials. As a result of these conditions, overexcavation and/or use of structural floor
systems may be necessary on portions of the site. The appropriate floor system should be
determined based on additional subsurface exploration and on the requirements of the future
structures at the site.
Preliminary Pavement Section Design
Preliminary design of pavements for the project have been based on the procedures outlined in the
1993 Guideline for Design of Pavement Structures by the American Association of State Highway and
Transportation Officials (AASHTO). No traffic or street information was available at the time of this
report.
Based on the conditions encountered and typical traffic conditions, the following preliminary pavement
sections may be considered for budgeting purposes:
Recommended Pavement Thicknesses (Inches)
Traffic Area Alternative Asphalt Concrete Aggregate Base Portland Cement Total
Surface Course Concrete
Local A 3.5 6 ---_ 9.5
Residential B ---- ---- 5* 5
Minor A 5 7 _--_ 12
Collector B ---- ---- 5 5
Major A 6 8 ---- 14
Collector B ---- ---- 6 6
*Minimum recommended section.
6
Preliminary Geotechnical Engineering Report
Proposed Industrial Development
Terracon Project No. 21065022 Terracon
The final pavement sections to be constructed should be based on a final geotechnical exploration
should be performed once street subgrade is graded to within 6 inches of anticipated final grade.
It should be noted that the expansive materials encountered at the site may require some form of swell
mitigation prior to construction of the proposed pavements. Whether this will be necessary and what
types of swell mitigation are recommended should be developed during a final geotechnical
subsurface exploration at the property once pavement subgrade is within 6 inches of anticipated final
grade.
GENERAL COMMENTS
The recommendations outlined in this report are preliminary in nature and are not intended for
design of the site. The preliminary analysis and recommendations presented in this report are
based upon the data obtained from the borings performed at the indicated locations and from other
information discussed in this report. This report does not reflect variations that may occur between
borings, across the site, or due to the modifying effects of weather. The nature and extent of such
variations may not become evident until during or after construction. If variations appear, we should
be immediately notified so that further evaluation and supplemental recommendations can be
provided.
The scope of services for this project does not include either specifically or by implication any
environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or
prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the
potential for such contamination or pollution, other studies should be undertaken.
This report has been prepared for the exclusive use of our client for specific application to the
project discussed and has been prepared in accordance with generally accepted geotechnical
engineering practices. No warranties, either express or implied, are intended or made. Site safety,
excavation support, and dewatering requirements are the responsibility of others. In the event that
changes in the nature, design, or location of the project as outlined in this report are planned, the
conclusions and recommendations contained in this report shall not be considered valid unless
Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing.
7
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a
a.
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SD-2 B-3S
•
existing
Existing Onion
I — �--Irrigation Field
Ditch
Existing
1-louses B
I
II W0K8
FIGURE I: BORING LOCATION DIAGRAM �^
I ROUTZON PROPERTY
;c,-' FORT LUPTON, COLORADO
Project Nngr. TGA Project No. 21065022
I Designed By: 1 rr# ! ac®n Scale: 1'=200'
Checked
1 1289 FIRST AVENUE Date: 6/8/06
Approved By:TIM GREELEY, COLORADO 8063? Drawn By: JSD
DIAGRAM IS FOR GENERAL LOCATION ONLY,
AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES. File Name: Figure No. 1
\ � J
LOG OF BORING NO. B-I Page 1 of 1
CLIENT
Joseph and Donna Routzon
SITE Nw Corner of WCR 8 &WCR 29 PROJECT
Fort Lupton, Colorado Proposed Industrial Development
SAMPLES TESTS
a
DESCRIPTION m o
U } a W f- 1- =W
= Z
z (I) ZZ
w > cn �w Z
CL I- (I) CO w O WI- Ow
Q Z d' m `o o a �tp
FILL
1.5 sandy lean clay, brown 1 SS 2 11 8.2
LEAN CLAY
stiff, light brown
— CL 2 RS 12 18 16.4 112
5
10 - CL 3 RS 12 I 12 22.0 102
13
POORLY GRADED SAND WITH SILT —
medium dense, light brown —SP 4 SS 12 14 10.6
155M
17 WELL GRADED SAND WITH SILT
occasional gravel, dense, light brown
—SW 5 SS 12 32 2.9
20 5M
23 � J
x x ' BEDROCK x x -
x x ' siltstone/claystone, medium hard,tan to 6 SS 12 38 17.9
x x ) _
x x , light brown/gray with iron staining 25
x x
x x
x x
x x
x x )
x x
x x > -
x x ) -
x
v v '30 30 - 7 SS 12 32 18.3
END OF BORING
0
z
O
QU
LU
W
F
c% The stratification lines represent the approximate boundary lines
between soil and rock types: in-situ,the transition may be gradual.
WATER LEVEL OBSERVATIONS,ft BORING STARTED 5-15-06
WL s 22.0 WD 1 20.5 AB erracon BORING COMPLETED 5-15-06
WL � � RIG CME-55 FOREMAN JRM
WL AB checked after 24 hours. JOB # 21065022
r
LOG OF BORING NO. B-2 Page 1 of 1
CLIENT
Joseph and Donna Routzon
SITE Nw Corner of WCR 8&WCR 29 PROJECT
Fort Lupton, Colorado Proposed Industrial Development
SAMPLES TESTS
2 DESCRIPTION mLIJ
2ij
U >- c LU Z F— L'-0
(0 W > cA CL LU Z Z
mD
d co � nw UO o �Z � ow
0.'
C� 0 j Z H LU m �� 0 Q DO
SILTY SAND SM 1 SS NR 20
loose to medium dense, brown _
No recovery at 0.5 feet.
—SM 2 RS 12 14 3.4 104
5
SANDY LEAN CLAY •
soft to stiff, light brown/buff/gray with iron
staining
10 CL 3 RS 12 14 16.4 112
- CL 4 SS 12 3 17.6
15
t -CL 5 SS 12 9 20.9
20
23
WELL GRADED SAND WITH SILT
•, 25 medium dense, light brown —SW 6 SS 12 21 14.8
BEDROCK 25 _SM
claystone, medium hard, gray
30 — 7 SS 12 30 18.1
30
END OF BORING
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r between soil and rock types: in-situ,the transition may be gradual.
WATER LEVEL OBSERVATIONS,ft BORING STARTED 5-15-06
WL 22.5 WD 19.5 AB BORING COMPLETED 5-15-06
[err acon
o WL RIG CME-55 FOREMAN JRM
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m`WL AB checked after 24 hours. JOB # 21065022,
i 1
LOG OF BORING NO. B-3 Page 1 of 1
CLIENT
Joseph and Donna Routzon _
SITE Nw Corner of WCR 8 &WCR 29 PROJECT
Fort Lupton, Colorado Proposed Industrial Development
SAMPLES TESTS
DESCRIPTION m
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\TPSOIL SAND -SC 1 SS 5 10 6.1
3 medium dense, light brown
WEATHERED BEDROCK —
claystone/siltstone,gray with iron staining - 2 RS 12 12 19.6 107
5
3 RS 12 19 25.4 99
10
11 -
BEDROCK -
claystone,firm,gray with iron staining
4 SS 12 20 20.1
15
5 SS 12 22 17.2
20
X21
xX ; BEDROCK —
x x ' siltstone/claystone, medium hard, light —
x x
x x brown/gray with iron staining —
x x
x x ,
x x ' 6 SS 12 44 14.9
xx � 25
x x
x x )
x x > -.
x x -
x x
x x
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x x 7
X x )30 - 7 SS 12 33 15.8
30
END OF BORING
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between soil and rock types: in-situ,the transition may be gradual.
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• WATER LEVEL OBSERVATIONS,ft BORING STARTED 5-15-06
• WL 7 None WD BORING COMPLETED 5-15-06
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PRESSURE, KSF
Specimen Identification Classification Yd, pcf WC,%
o • B-1 4.0ft LEAN CLAY(CL) 112 16
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CONSOLIDATION TEST
N Project: Proposed Industrial Development
irerracon Site: Nw Corner of WCR 8 &WCR 29 Fort Lupton, Colorado
2 Job#: 21065022
Date: 6-8-06
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CONSOLIDATION TEST
Project: Proposed Industrial Development
Site: Nw Corner of WCR 8 &WCR 29 Fort Lupton, Colorado
rr acon lob#: 21065022
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CONSOLIDATION TEST
Project: Proposed Industrial Development
1 fe rr acon Site: Nw Corner of WCR 8 &WCR 29 Fort Lupton, Colorado
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Date: 6-8-06
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PRESSURE,KSF
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CONSOLIDATION TEST
1 re Project: Proposed Industrial Development
!err acon Site: Nw Corner of WCR 8 &WCR 29 Fort Lupton, Colorado
o Job#: 21065022
Date: 6-8-06
U S.SIEVE OPENING IN INCHES I U S SIEVE NUMBERS HYDROMETER
6 4 3 2 1.5 13/4 1/23/8 3 4 6 610 14 16 30 40 50 60 100..,70 200
100 I I i i i Li -I 1 -r'• 1 i I I 'i',11. " '
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100 10 1 0.1 0.01 0.001
GRAIN SIZE IN MILLIMETERS
COBBLES GRAVEL. SAND SILT OR CLAY
coarse I fine coarse I medium I fine
—
Specimen Identification Classification LL PL PI Cc Cu
• B-1 4.0ft LEAN CLAY(CL) 36 12 24
Specimen Identification O100 D60 D30 D10 %Gravel %Sand %Silt I %Clay
8 • B-1 4.0ft 2 0.082 0.0 42.6 57.4
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N Project: Proposed Industrial Development
z lierracon Site: Nw Corner of WCR 8 &WCR 29 Fort Lupton, Colorado
W Job#: 21065022
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GENERAL NOTES
DRILLING&SAMPLING SYMBOLS:
SS: Split Spoon- 1-3/8" I.D., 2"O.D., unless otherwise noted HS: Hollow Stem Auger
ST: Thin-Walled Tube-2"0.0., unless otherwise noted PA: Power Auger
RS: Ring Sampler-2.42"I.D., 3"O.D.,unless otherwise noted HA: Hand Auger
DB: Diamond Bit Coring-4", N, B RB: Rock Bit
BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary
The number of blows required to advance a standard 2-inch O.D. split-spoon sampler (SS) the last 12 inches of the total 18-inch
penetration with a 140-pound hammer falling 30 inches is considered the"Standard Penetration"or"N-value".
WATER LEVEL MEASUREMENT SYMBOLS:
WL: Water Level WS: While Sampling
WCI: Wet Cave in WD: While Drilling
DCI: Dry Cave in BCR: Before Casing Removal
AB: After Boring ACR: After Casing Removal
Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other
times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In
low permeability soils,the accurate determination of groundwater levels may not be possible with only short-term observations.
DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have
more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine
Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are
plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be
added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis
of their in-place relative density and fine-grained soils on the basis of their consistency.
CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS
Standard
Unconfined Penetration or Standard Penetration
Compressive N-value(SS) or N-value(SS)
Strength, Qu, psf Blows/Ft. Consistency Blows/Ft. Relative Density
< 500 <2 Very Soft 0—3 Very Loose
500 — 1,000 2-3 Soft 4-9 Loose
1,001 - 2,000 4-6 Medium Stiff 10-29 Medium Dense
2,001 — 4,000 7-12 Stiff 30-49 Dense
4,001 — 8,000 13-26 Very Stiff 50+ Very Dense
8,000+ 26+ Hard
RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY
Descriptive Term(s)of other Percent of Major Component
constituents Dry Weight of Sample Particle Size
Trace <15 Boulders Over 12 in. (300mm)
With 15—29 Cobbles 12 in.to 3 in.(300mm to 75 mm)
Modifier >30 Gravel 3 in.to#4 sieve(75mm to 4.75 mm)
Sand #4 to#200 sieve(4.75mm to 0.075mm)
RELATIVE PROPORTIONS OF FINES Silt or Clay Passing#200 Sieve(0.075mm)
Descriptive Term(s) of other Percent of PLASTICITY DESCRIPTION
constituents Dry Weight
Term Plasticity Index
Trace <5 Non-plastic 0
With 5-12 Low 1-10
Modifiers > 12 Medium 11-30
High 30+
lierracon
Form 108-9-00
GENERAL NOTES
Sedimentary Rock Classification
DESCRIPTIVE ROCK CLASSIFICATION:
Sedimentary rocks are composed of cemented clay, silt and sand sized particles.The most
common minerals are clay, quartz and calcite. Rock composed primarily of calcite is called
limestone; rock of sand size grains is called sandstone, and rock of clay and silt size grains
is called mudstone or claystone,siltstone,or shale.Modifiers such as shaly,sandy,dolomitic,
calcareous,carbonaceous,etc.are used to describe various constituents. Examples: sandy
shale; calcareous sandstone.
LIMESTONE Light to dark colored, crystalline to fine-grained texture, composed of CaCo3, reacts readily
with HCI.
DOLOMITE Light to dark colored, crystalline to fine-grained texture, composed of CaMg(CO3)2, harder
than limestone, reacts with HCI when powdered.
CHERT Light to dark colored,very fine-grained texture, composed of micro-crystalline quartz(Si 02),
brittle, breaks into angular fragments, will scratch glass.
SHALE Very fine-grained texture, composed of consolidated silt or clay, bedded in thin layers. The
unlaminated equivalent is frequently referred to as siltstone, claystone or mudstone.
SANDSTONE Usually light colored,coarse to fine texture,composed of cemented sand size grains of quartz,
feldspar,etc.Cement usually is silica but may be such minerals as calcite,iron-oxide,or some
other carbonate.
CONGLOMERATE Rounded rock fragments of variable mineralogy varying in size from near sand to boulder size
but usually pebble to cobble size(I/2 inch to 6 inches).Cemented together with various cemen-
ting agents. Breccia is similar but composed of angular, fractured rock particles cemented
together.
PHYSICAL PROPERTIES:
DEGREE OF WEATHERING BEDDING AND JOINT CHARACTERISTICS
Slight Slight decomposition of parent Bed Thickness Joint Spacing Dimensions
material on joints. May be color VeryThick Very Wide >10'
change. Thick Wide 3' - 10'
Moderate Some decomposition and color Medium Moderately Close 1' - 3'
change throughout. Thin Close 4" - 1'
Very Thin Very Close .4" - 2"
High Rock highly decomposed,may be ex- Laminated — .1" - .4"
tremely broken. Bedding Plane A plane dividing sedimentary rocks of
the same or different lithology.
HARDNESS AND DEGREE OF CEMENTATION Joint Fracture in rock, generally more or
Limestone and Dolomite: less vertical or transverse to bedding,
along which no appreciable move-
Hard Difficult to scratch with knife. ment has occurred.
Moderately Can be scratched easily with knife, Seam Generally applies to bedding plane
Hard cannot be scratched with fingernail. with an unspecified degree of
Soft Can be scratched with fingernail. weathering.
Shale, Siltatone and Claystone
Hard Can be scratched easily with knife, SOLUTION AND VOID CONDITIONS
cannot be scratched with fingernail. Solid Contains no voids.
Moderately Vuggy (Pitted) Rock having small solution pits or
Hard Can be scratched with fingernail. cavities up to 1/2 inch diameter, fre-
Soft Can be easily dented but not molded quently with a mineral lining.
with fingers. Porous Containing numerous voids,pores,or
other openings, which may or may
Sandstone and Conglomerate not interconnect.
Well Capable of scratching a knife blade. Cavernous Containing cavities or cavems,some-
Cemented times quite large.
Cemented Can be scratched with knife.
Poorly Can be broken apart easily with
Cemented fingers.
S.Form 110-6-85
1 rerracon
UNIFIED SOIL CLASSIFICATION SYSTEM
Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Soil Classification
Group
Symbol Group Name°
Coarse Grained Soils Gravels Clean Gravels Cu 24 and 1 s Cc s 3' GW Well-graded gravel'
More than 50%retained More than 50%of coarse Less than 5%fines` Cu<4 and/or 1>Cc>3' GP Poorly graded gravel'
fraction retained on
on No.200 sieve No.4 sieve Gravels with Fines Fines classify as ML or MH GM Silty graver"
More than 12%fines` Fines classify as CL or CH GC Clayey gravel'.°"
Sands Clean Sands Cu z 6 and 1 s Cc s 3' SW Well-graded sand'
50%or more of coarse Less than 5%fines° Cu<6 and/or 1 >Cc>3' SP Poorly graded sand
fraction passes
No.4 sieve Sands with Fines Fines classify as ML or MH SM Silty sand"
More than 12%fines° Fines Classify as CL or CH SC Clayey sandO"
Fine-Grained Soils Silts and Clays inorganic PI>7 and plots on or above"A"line' CL Lean day.'"
50%or more passes the Liquid limit less than 50 PI<4 or plots below"A"line' ML Siltk"
No.200 sieve
organic Liquid limit-oven dried <0.75 OL Organic clay" *"'
Liquid limit-not dried Organic mew,.
Silts and Clays Inorganic PI plots on or above"K line CH Fat clay""
Liquid limit 50 or more PI lots below"A"line MH Elastic Silt`"
organic Liquid limit-oven dried <0.75 OH Organic day"-"'Liquid limit-not dried Organic silt"D's
Highly organic soils Primarily organic matter,dark in color,and organic odor PT Peat
"Based on the material passing the 3-in.(75-mm)sieve "If fines are organic,add'with organic fines'to group name.
slf field sample contained cobbles or boulders,or both,add with cobbles ' If soil contains 2 15%gravel,add'with gravel'to group name.
or boulders,or both"to group name. J If Atterberg limits plot in shaded area,soil Is a CL-ML,silty clay.
°Gravels with 5 to 12%fines require dual symbols: GW-GM well-graded "If soil contains 15 to 29%plus No.200,add with sand'or"with
gravel with silt,GW-GC well-graded gravel with clay,GP-GM poorly gravel,"whichever is predominant.
graded gravel with silt,GP-GC poorly graded gravel with day. L If soil contains 2 30%plus No.200 predominantly sand,add
°Sands with 5 to 12%fines require dual symbols: SW-SM well-graded "sandy"to group name.
sand with silt,SW-SC well-graded sand with day,SP-SM poorly graded "I If soil contains 2 30%plus No.200,predominantly gravel,
sand with silt,SP-SC poorly graded sand with day add"gravely"to group name.
(Dw) "PI 2 4 and plots on or above"A'line.
ECU=Deo/D,o Cc=
Dm x Dm ° PI<4 or plots below"A'line.
F If soil contains 2 15%sand,add with sand"to group name. °PI plots on or above"A'line.
°lf fines classify as CL-ML,use dual symbol GC-GM,or SC-SM. ° PI plots below"A"line.
60
For classification of fine-grdnW
soils and fine-grained fraction
50 _of coarse-grained soils 1°%" J"
Equation d"A"-line +�Jt,r +P
a Horizontal at PI.4 to LL=25.5. ;
40 _. then PI=0.73(LL 20) -.............. .............1 1 O+ __ _......_.._.._.
p Equation of"U"•line ' ' 6
G�.
2 Vertical at LL=.-16 to PI-7,
30 — then P1=0.9(LL-6) f
I-CO 20 V • --
G MH or OH
0
10 ,,
7 ML or OL
0
0 10 16 20 30 40 50 60 70 80 90 100 110
LIQUID LIMIT(LL)
lierracon _
Form111-819e
VICINITY MAP
ROUTZON ANNEXATION
A PORTION OF THE SOUTHEAST QUARTER OF SECTION 17 AND THE
NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 1 NORTH, RANGE 66 WEST
OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO
•
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VICINITY MAP
SCALE: 1" = 2000'
LARGE MAPS AVAILABLE
FOR
VIEWING
AT THE CLERK TO THE BOARD'S
OFFICE, IN THE PUBLIC REVIEW FILE.
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