HomeMy WebLinkAbout20051593 SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
REVIEW (USR) APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT#/AMOUNT# /$_ CASE#ASSIGNED: (,; Sk /F0 7
APPLICATION RECEIVED BY PLANNER ASSIGNED:
Parcel Number Q Se 5 / - 3 c1- Z - D o - O O 2
(12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us).
Legal DescriptionentAco fiOSS/-3✓-e-ege L')04 , Section 34, Township R North, Range.S West
Flood Plain: Zone District: A , Total Acreage: X 36 , Overlay District:
Geological Hazard: //nn0 , Airport Overlay District: 40
FEE OWNER(S)OF THE PROPERTY:
Name: LA LLG A Co%,esh Cor+rr,OAAy
Work Phone# - • • _ Home Phone# Erfiail Address
Address: IS. R0Ad..w4y SQ;k /6O6
City/State/Zip Code Zenoet CO 80 LO
Name:
Work Phone# Home Phone# Email Address
Address:
City/State/Zip Code
Name:
Work Phone# Home Phone# Email Address
Address:
City/State/Zip Code
APPLICANT OR AUTHORIZED J AGENT (See Below:Authorization must accompany applications signed by Authorized Agent)
Name: &°o,P9P /t/Oae, 4
Work Phone#re0143)•3MB Home Phone#703.680-SMJN Email Address
Address: /qS(9 E. L.rnAeAs4- tie.
City/State/Zip Code AdAa€A CO 800/3 r / /
PROPOSED USE: es - //3 / '/fie Cs.r /Apetrlir. �A4J/►'e„.L/yt,'o/R, /A
lathy /some ZA Meant/1r OLSA/WWI Gh.!/.ie4 9ndl youis4 ALJA- i;
An A9y:cu/tuMA/ GoinmJA:4•y 6Ase so4.As, J
I (We)hereby depose and state under penalties of perjury that all statements, proposals,and/or plans submitted with
or contained within the application are true and correct to the best of my(our)knowledge. Signatures of all fee owners
of property must sign this application. If an Authorized Agent signs,a letter of authorization from all fee owners must
be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating that
the signatory has to legal authority to sign for the corporation.
nignatuje: Owner or worized Agent ate Signature: Own EXHIBIT Date
2005-1593 (9
-5-
APPOINTMENT OF AGENT
OF LA LLC
Pursuant to C.R.S. §7-80-403, Lance Astrella, the sole member of LA Ilc, hereby
appoints George Mozeika Vice President of LA Ilc effective January 28, 2005. In such
capacity, George Mozeika shall perform such duties and designations as permitted by law.
George Mozeika shall serve as Vice President of the limited liability company until
January 28, 2006, or until his successor is appointed or he is removed.
LA LLC
By:
Lance Astrella, Member
•
CSJ THERAPEUTIC RANCH FOUNDATION
The purpose of the Foundation is to establish a group home for mentally disabled
children and young adults in an agricultural community-based setting in order that the
residents can benefit from the occupational and work therapy opportunities afforded by
farm life. A further purpose is to provide a facility to educate others in care and
development of mentally disabled children.
As is the case with many autistic and mentally disabled people, caring for
animals is both therapeutic and educational and provides an opportunity to perform
meaningful work. The Foundation has solicited cooperation from agricultural
organizations such as 4H to provide training for low skill, high intensity animal care.
Similarly, the Foundation plans to experiment with the care of high maintenance crops
by the disabled, including greenhouse crops which require year-round care. In this
regard, the Foundation wishes to purchase property in the Greeley-Ft. Collins area near
Colorado State University from which the Foundation will seek technical assistance with
its agricultural-based programs.
The existing licensed group home run by George and Kathy Mozeika has an
established record of treating the most difficult to handle disabled children and young
adults. Personal histories of the residents are attached. All have been taught to
behave well in social settings and to perform chores at the group home. The farm will
provide more opportunities for the residents to work and learn.
In addition to the direct benefits which the residents will experience from farm life,
the agricultural setting will provide sufficient area to accommodate visitors who wish to
learn the teaching methods established by the Mozeikas. Resident visitors to the
facilities will include the following:
• Student teachers in special needs programs. In this regard, it is desirable
that the agricultural land be located near the University of Northern
Colorado since that university specializes in teaching and because there is
a great demand for special needs teachers in Colorado.
• Parents of disabled children. Parents of mentally disabled children will be
able to live on site with their child while they learn the developmental
techniques which the Mozeikas have found to be successful.
• Those interested in starting group homes. Those who wish to establish
new group homes can learn firsthand, in a residential setting, the many
facets of group home life.
The agricultural environment will minimize concerns which urban neighbors may
have concerning the concentration of disabled people at a particular location. The low
property taxes and large area for activities is an additional benefit. The location of the
facility near the teaching schools of the University of Northern Colorado and the
agricultural schools of Colorado State University will help achieve the overall objectives
of the Foundation.
MAR-19-2005 02 : 14 PM MOZEIKA 303 632 9148 P. 02
•
March 17, 2005
To Whom it May Concern:
In regard to the property of LA, LL.C, we have shown a "possible long-
term future building site NFL 6000SF". Someday, we may wish to construct a non-residential building. This possible long-term future building could serve recreational
needs, agricultural needs, and/or training and instructional needs for residents and visitors.
In regard to the number of people that will live on the property, in the
existing residence and proposed building shown on the plan, the number will be:
I) The existing two bedroom house will have my daughter and her husband
with up to two of their own children for a total of four. My daughter, who
is certified by the State to care for the children of the proposed new
residential home, will also work for my wife and me.
2) The proposed new residential house will house my wife and me, who are
licensed by the State of Colorado to care for developmentally disabled
children and classified as Therapeutic Caretakers of children with Autism
and other disabilities. We currently have our two adopted children, legal
guardians for another child, and foster parents for two other children.
The number of'people living at the new proposed house will initially be
two adults and live children, for a total of seven people with the possibility of
another professional living part time on the premises.
The number ofemployees living on-site will initially be my daughter, with
the possibility of another on-site State certified care provider, depending on the
needs of the children.
Sincerely, George Mozeika
SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW
(USR) QUESTIONAIRE
The following questions are to be answered and submitted as part of the USR application.
If a question does not pertain to your use,please respond with "not applicable", with an
explanation as to why the question is not applicable.
1. Explain, in detail, the proposed use of the property.
The purpose of the property is to establish the CSJ Therapeutic Ranch
Foundation, a relocation of the House of Hope, LLC. This foundation will
establish a small group home for mentally disabled children and young adults in
an agricultural community-based setting. This facility does have permit for its use
within the State of Colorado.
2. Explain how this proposal is consistent with the intent of the Weld County Code,
Chapter 22 (Comprehensive Plan).
Approval of this plan will benefit the local community and children.
3. Explain how this proposal is consistent with the intent of the Weld County Code,
Chapter 23 (Zoning) and the zone district in which it is located.
This use is allowed by Use of Special Review in the Agriculture Zone District.
4. What types of uses surround the site? Explain how the proposed use is consistent
and compatible with surrounding land uses.
Agricultural. The Ranch is intended to benefit its residents from the
occupational and work therapy opportunities afforded by farm life.
5. Describe, in detail, the following:
a. How many people will use this site?
7-11 on average, 2 Adults, 7 minors estimated in the beginning. Possible
future expansion needs may include the construction of a residence or
guest house.
b. How many employees are proposed to be employed at this site?
Husband & Wife currently, possible future need for additional employees
in the event expansion or additional care providers are needed.
c. What are the hours of operation?
This will be 24 hr. small group home. Day operation will be visiting
facility and visiting parents of the residents.
d. What type and how many structures will be erected (built) on this site?
1 existing residence,barn & outbuilding. 1 proposed building, if
expansion is necessary an additional building may be erected to facilitate
expansion needs.
SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW
(USR) QUESTIONAIRE
e. What type and how many animals, if any, will be on this site?
Farm animals, not to exceed the animal units allowed by the Weld County
Code.
f. What kind (type, size, weight) of vehicles will access this site and how
often?
Passenger Vehicles.
g. Who will provide fire protection to the site?
Ault—Pierce Fire Station.
h. What is the water source on the property? (Both domestic and irrigation).
North Weld Water.
i. What is the sewage disposal system on the property? (Existing and
proposed).
Septic.
j. If storage or warehousing is proposed, what types of items will be stored?
N/A
6. Explain the proposed landscaping for the site. The landscaping shall be
separately submitted as a landscape plan map as part of the application submittal
Residential landscaping around existing and proposed building submitted with
building permit application.
7. Explain any proposed reclamation procedures when termination of the Use by
Special Review activity occurs.
N/A
8. Explain how storm water drainage will be handled on the site.
Sheet flow, surface runoff.
9. Explain how long it will take to construct this site and when construction and
landscaping is scheduled to begin.
Estimated 9 months of construction,beginning March 1, 2005.
10. Explain where storage and/or stockpile of wastes will occur on this site.
N/A
DEC-12-94 16:55 PPOII-DP4T4WAY. 4:9 94; 0912 T-494 P OZ/t2 {-411
ink ILI
iv Developmental Pathways
DEDICATED TO INDMDUA.5 WITH DISAsIL.TICS
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IAIM E.WHIM`-aviha:ty p suer
December 2,2004
To Whom it May Concern:
I am writing this letter in support of Gecrge and Kathy Mozeika anti their proposal to
open the CSJ Therapeutic Ranch Foundation, Their idea of establishing a group home
for children and young adults with developmental disabilities is not new. However,
when that group home is located in an agricultural community-based setting the
benefits have the potential to he exceptional. Studies have :shown that when
individuals with developmental disabilities are given the opportunity to interact with
animals,the results are generally very positive. The Mozeika's take this concept
further by housing these children and young adults on a fan n. Teaching them how to
care for the animals and perform other basic chores i.nherenc in a farm setting can
improve the overall behavioral and social skills of individuals that others have given up
on.
I can think of no one more suited to make such a project successful than Kathy and
George. Their effectiveness working with highly challenging children and youth is
unexcelled in my thirty years working with people with developmental disabilities. It
goes far beyond love,which is abundantly evident in the ewe they provide for the
challenging children they have taken into their home. Kathy and George also
demonstrate a depth of knowledge about structuring a positve home environment,and
a level of intuitive understanding of the needs of the children they serve that is
exceptional in every way.
I highly recommend that this project be supported in every way possible.I will also be
pleased to provide additional information about the work Kathy and George have done
if it will be helpfal.Thank you
Sincerely,
John fi,Meeker
Executive Director
20 'd 8b r6 329 20£ UN ISZOW Wd 8r = L0 S003-8Z-NCf
Edward Goldson, M.D
'l'he Children's Hospital
1056 East Nineteenth Avenue
Denver, CO 80218
December 21, 2004
Kathy Mozeika
19564 East Amherst Drive
Aurora,CO 80013
Dear Kathy,
I realize that this letter of support is late and I do hope it can still be used to support what
I feel is an extraordinarily important endeavor, 1 whole-heartedly support your effort to
create a non-profit facility with the name CS] Ranch to meet the needs of children with
significant developmental disabilities. This is a group who are greatly underserved in our
community and it is to your credit that you wish to embark on such a project.
As you know I have visited your home with my residents and have also been involved in
the care of your children. For me it has been an honor and privilege to participate in your
lives and to have you include us as teachers and students and clinicians in your world.
You and your husband bring an understanding, appreciation, respect and knowledge to
his task that few parents or professionals, for that matter, have. You have my support and
best wishes.
Sincerely yours,
Edward Goldson. M.D.
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F03-12-2005 12 :31 PM M0,agiKra 303.-.S32 9148 P. 25
�..._
` 1/4001
02%11/05 FRI 11;95 FAX 9r05u09241 N COLO GEOIECE
GEOTECHNICAL ENGINEERING REPORT
PROPOSED RESIDENCE AND SEPTIC SYSTEM
ADJACENT TO 42624 WELD COUNTY ROAD 43
AULT, COLORADO
NORTHERN COLORADO GEOTECH
PROJECT NO.0154)5
FEBRUARY 11,2005
Prepared for:
LA LLC
-� 1501 Broadway, Sulk 1600
Drcr, [c,) r3 Denver, Colorado 80202
P& rh' , .
Northern
Colorado
Geotech
2950 29th Street Unit 21
0ro*,Colorado 60631
Phone:(970)5064244
Fax:fang 509-9242
FFB-12-2005 12 :30 PM M9 FIK4 303 ,4•3/432 9148 P. 24
q)6o2
01 11+05 FRI LL;35 FAX 9T05u0S214 N COLO GEOTECE
"nth
Colorado
Geoteot ech
February 11,2005 265629th stet,unit 21
Greeley,Colorado 00631
Phone:(970)6004244
Pax:(970)6064242
LA LLC
1801 Broadway, Suite 1500
Denver, Colorado 60202
Re: Geotechnlcal Engineering Report
Proposed Residence and Septic System
Adjacent to 42624 Weld County Road 43
Northern Colorado Geotech Project No, 015.05 - --
Northern Colorado Geotech has completed a geotechnical engineering exploration for the proposed
residence and septic system to be located south of 42624 Weld County Road 43 neer Ault,
Colorado.
The subsurface soils at the site consisted of sandy lean clay that is underlain by silty send and well
graded sand with gravel at depths of 2'/s to 4 feet, The results of our field exploration and laboratory •
testing Indicate that the soils have low expansive putential and low to moderate load bearing
capabilities.
r
Based on the anticipated construction and the results of our engineering exploration, it is our opinion
that the proposed residence may be supported on a spread tooting foundation system, Slab on
grade may be utilized for Interior floor slabs, A standard septic system appears feasible at tha site.
If you have any questions concerning this report or any of our consulting services, please do not
hesitate to contact us,
Sincerely,
NORTHERN COLORADO GEOTECH
Prepared by:
Doug Leufgren, P.O.
President
Reviewed by! •
•
•
Gary G. Weeks, P.E.
Vice President
Copies to: Addressee (4)
FE,B-12-2005 12 :30 PM MO:ac I KA 303' 32 9148 P. 23
! u90it3
02 11.051 FRI it;3E FAX AT0S000�n Ia C0L0 GE0'CECH
TABLE OF CONTENTS
Page No.
Letter of Transmittal
SCOPE 1
SITE CONDITIONS 1
PROPOSED CONSTRUCTION 1
SITE EXPLORATION 2
Laboratory Testing ,2
SUBSURFACE CONDITIONS 3
Soli Conditions 3 •
Groundwater Conditions 3
Field Test Results. ,.3
Laboratory Test Results 4
DESIGN RECOMMENDATIONS 4
Foundation Design 4
Footing Foundations 4
Below Grade Construction................... .........
Surface Drainage .5 •
Floor Slab Design and Construction 8
Septic System Construction 7
General Earthwork . 8
Site Preparation 8
Fill Materials and Placement........ 9
GENERAL COMMENTS 10
ATTACHMENTS
Boring Location Plan
Logs of Borings
Laboratory Test Results
FEB-12-2005 12 :29 PM MO,IKA 303 , 32 9148 P_ 22 ' , _.
..-.�� 47004
02111,05 FRI 11.3'5 FAX 9t05U69:31 N COLO GEOTECE
•
OEOTECHNICAL ENGINEERING REPORT
PROPOSED RESIDENCE AND SEPTIC SYSTEM
ADJACENT TO 43e24 WELD COUNTY ROAD 43
AULT,COLORADO
NORTHERN COLORADO GEOTECH
PROJECT NO,018-05
FEBRUARY 11,2005
SCOPE
This report contains the results of our geotechnlcal engineering exploration for the proposed
residence and septic system to be located south of 47824 Weld Ccunty Road 43 near Ault,
Colorado.
This report includes descriptions of, and geotechnical engineering recommendations relative to:
• subsurface soil and bedrock conditions
• groundwater conditions
.-. • foundation design and construction
• basement construction
• drainage
• floor slab design and construction
• septic systems
• earthwork
The recommendations contained in this report 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
SITE CONDITIONS
•
The site Is currently vegetated with pasture grasses. Surface drainage is poor to the east andlor
southeast. The site is bordered to the north by en existing residence and yard. Weld County Road
43 is located to the west. Agricultural fields are located to the south and cast.
PROPOSED CONSTRUCTION
As we understand it, the project will consist of building a residence that will be serviced by an on-
site sewage disposal system. The residence is anticipated to have a garden-level basement and
FEB-12-2005 12 :29 PM M9agIKA 303 ^32 9148 P. 21
02/11%05 FRI 11;36 FAX 9705009244 N C0L0 GE0IECH �'JQOS •
LA LLc
Adjacent tc 42624 Weld County Road A3
Novhen COteredo eooteoh Project No.01s-0S
eight bedrooms. Final SRe grades were not available at the time of the exploration, although we
assume the first floor of the residence will be placed approximately four feet above existing site
grade.
SITE EXPLORATION
A total of eight test borings were drilled on January 31, 2005. The borings were drilled to
approximate depths of 3 to 15 feet at the locations shown on the Site Plan, Figure 1. Two borings
were drilled within the footprint of the proposed residence, and six borings, including a soN profile
boring were drilled in the area of proposed septic system. Percolation tests were conducted in
general accordance with Weld County requirements. Ail borings were advanced with a truck-
mounted drilling rig, utilizing 4-and 5-inch diameter solid stem augers.
•
The borings were 'Deeted in the field by pacing from property lines and/or existing site features
Relative surface elevations at the boring locations were obtained by measurements with an
engineer's level from a temporary bench mart (TOM) shown on the Site Plan. The accuracy of
boring locations and a evetions should only be assumed to the level implied by the methods used
to determine each.
Lithologic logs of each boring were recordeo by an engineering geologist during the drilling
operations At selected Intervals, samples of the subsurface materiels were taken by driving split-
spoon and/or ring samplers. Standard penetration measurements were recorded while driving a
split-spoon and/or ring sampler into the subsurface materials. The standard penetration test Is a
useful index in estimating the density of the materials encountered.
Groundwater conditions were evaluated in each boring at the time of subsurface exploration, and
three clays after the drilling.
Laboratory Testing
The samples retrieved during the subsurface exploration were returned to our laboratory for
observation by the project manager. The soils were classified in general accordance with the
Unified Soli Classification System. At that time, the field descriptions were confirmed or modified
and an applicable laboratory testing program was formulated, Bonng logs were prepared and are
attached with this report.
•
•
FEB-12-2005 12 :28 PM MP .EIKA 303,-N32 9148 P. 20
• 02 14006008
11 00 FRI 11:36 FAX 9705009244 N COLO GEOTECE
..k
LA LLC
Adiaeent to 42!24 Wald County Road 13 •
Northern Colorado Geets&Point No,015-05
Laboratory test wars conducted on selected samples and are presented on the baring logs and
attached laboratory test sheets. The test results were used for the geoteohnical engineering
analyses, and the development of foundation and earthwork recommendations.
Selected samples were tested for the following engineering properties
• Water Content • Compressive Strength
■ Dry Density • Grain size
SUBSURFACE CONDITIONS
•
Soil Conditions
Soils at the site generally consisted of sandy lean day to depths of approximately 2% to 4 feet,
The clay is underlain by silty sand with gravel and/or well graded sand with gravel to the depths
explored, 15 feet Summary boring logs are attached with this report.
Groundwater Conditions
,rte. Groundwater was encountered at apprmdmate depths of 10 feet in the test borings at the time at
field exploration and when checked three days after the drilling, 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.
Field Test Results
Field test results indicate that the clay soils are stiff in consistency. The sand soils are medium
dense in relative density.
Percolation testing conducted in the area of the proposed soil absorption bed is summarizac as
follows:
3
FEB-12-2005 12 :28 PM M9.agIKA 303/-,-.32 9148 P. 19
02111(05 PRI 11:35 FAX s'_ .u13 214 N COLD GEOIEC1i gjDOT
r
LA LLC •
Adjacent to 4aea4 Weld County Road 43
Nanhstn Colorado Oeotcch Project No,015-05
Percolation Test Results
Teat Hole Depth Soil Percolation Rate
(inches) Classification Iminutes/Inch)
3 30 CL over SM 28
4 38 ._ CL over SM 20
5 36 CL over sM 25
e 38 CL Over SM
7 38 CL over$M 28
8 36 CL over 8M 25
The soils in the area of the proposed each field have fair percolation rates.
Laboratory Test Results
Laboratory test results indicate that the soils have low expensive potential and low to moderate
load bearing capabilities.
DESIGN RECOMMENDATIONS
Foundation Design
Based on the results of cur subsurface exploration and the results of the laboratory testing, it is oil
opinion that a spread routing foundation system may be used for support of the proposed structure,
The Tootings should be placed on undisturbed Soils and/or engineered fill maternal.
Design and construction recommendations tor foundation systems and other earth connected
phases of the project are outlined below.
Footing Foundations
Based on the results of our subsurface exploration and laboratory testing, it is our opinion that a
spread footing foundation system bearing upon undisturbed soil and/or engineered fill may be used
for support of the proposed structure, The footings may be designed for a maximum bearing
pressure of 2,000 pat. The design bearing pressure applies to dead loads plus design Ilve load
conditions, The design bearing pressure may he increased by one-third when considering total
loads that include wind or seismic;conditions,
4
FEB-12-2005 12 :27 PM M9 cIKG1 303 52 9148 P. 18
02/11/05 FRI 11;87 FAX 9"uo00924r N COLO 61sOTECH MOOS
LA LLC
Adjacent to 42524 Weld County Read 43
Northern Colorado Geeteeh Project No.015-05
Exterior footings should be placed a minimum of 30 inches below finished grade for frost protection
and to provide confinement for the bearing soils, finished grade is the lowest adjacent grade for
perimeter footings,
Footings should be proportioned to reduce differential foundation movement. Proportioning on the
basis of equal total movement Is recommended; however, proportioning to relative constant dead-
load pressure will also reduce differential movement between adjacent footings. Total movement
resulting from the assumed structural loads is estimated to be on the order of 3/4 Inch or less
Differential movement: should be on the order of 1/2 to 3/4 of the estimated total movement.
Additional foundation movements could occur if water from any source infiltrates the foundation
soils: therefore, proper drainage should be provided in the final design and during construction.
Foundations and masonry walls should be reinforced as necessary to reduce the potential for
distress caused by differential foundation movement. The use or joints at openings or other
discontinuities in masonry wails is recommended.
Foundation excavations should be observed by Northern Colorado Gsotech, If the soil conditions
encountered differ significantly from those presented in this report, supplemental recommendations
may be requir►a,
ilelow Grade Construction
Groundwater was not encountered on the site to the maximum depth of exploration, 10 feet,
Therefore, basement construction is considered acceptable on the site. Due to potential
fluctuations of the groundwater level, we recommend that the bottom of the basement be placed no
more than 8 feet below existing site grads.
To reduce the potential for groundwater to impact foundation bearing soils and enter the basement
of the structure, installation of a perimeter drainage system is recommended. The drainage system
should be constructed around the interior perimeter of the basement foundation, and sloped at a
minimum 118 inch per toot to a suitable outlet, such es a sump and pump system.
Surface Drainage
Positive drainage should be provided during construction and maintained throughout the life of the
proposed projerd. Infiltration of water into utility or foundation excavations must be prevented
during construction. Planters and other surface features which could retain water in areas adjacent
to the building or pavements should be sealed or eliminated. In areas where sidewalks or paving
do not Immediately adjoin the structure, we recommeno that protective slopes be provided with a.
6
FEB-12-2005 12 :27 PM M "EIKri 303.X32 9148 P. 17
{�"
02/11/05 FRI 11;57 FAX 9%4°09244 N COLO GECTECH t009
LA u.c
AdjeaMt to 42624 Weld County Road 49 •
Northern Colorado Geotech Project No,015-05
minimum grade of approximately 10 percent for at least 10 feet from perimeter walls- Sackful
against footings, exterior walls, and in utility and sprinkler line trenches should be well compacted
and free of all construction debris to reduce the possibility of moisture infiltration.
Downspouts, roof drains or scuppers should discharge into splash blocks or extensions when the
ground surface beneath such features is not protected by exterior slabs or paving, Sprinkler
Systems should not be Installed within 5 feet of foundation walls. Landscaped irrigation adjacent to
the foundation system should be minimized or eliminated.
Floor Slab Design and Construction
Some differential movement of slab•on-grade floor systems is possible should the subgrade soils
become elevated in moisture content. To reduce potential slab movements, the subgrade soils
should be prepared as outlined In the earthwork section of this report.
•
Additional floor slab design and construction recommendations are as follows:
• Positive separations and/or isolation joints should be provided between slabs and a.l
foundations, columns or utility lines to allow independent movement.
• Control joints should be provided in slabs to control the location and extant of
Cracking.
• Interior trench backfill placed beneath slabs should be compacted In eccordanoe
with recommended specifications outlined below.
• In areas subjected to normal loading, a minimum 4•inch layer of sand, clean-graded
gravel or aggregate base course should be placed beneath interior slabs, On-site
sand and gravel Is acceptable.
• A minimum 4-inch layer of free-draining gravel should be placed beneath basement
floor slabs in conjunction with the underslab drainage system.
• Floor slabs should not be constructed on frozen subgrade.
8
FEB-12-2005 12 :27 PM MEIn 303,X32 9148 P. 16 C� K •
02%11%05 FRI 11;39 FAX 91..069244 N• COLO GEOTECE X010
LA LLC
Adjutant to 42.24 Wald County Rood 43
Northern Colorado esotach Project No.016 0$
Exterior slabs•on-grade, exterior architectural features, and utilities founded on, or in backfill may
experience soma movement dug: to the volume change of the backflll. Potential movement could
be reduced by
• minimizing moisture increases In the backfill
• controlling moisture-density during placement of backfill
• using designs which allow vertical movement between the exterior features and
adjoining structural elements
• plating effective control joints on relatively close centers
Septic System Construction
Field test results indicate that a standard septic system is feasible for construction on the site in the
area of the percolation teat borings. The system should be designed in accordance Mth applicable
state and county requirements and should be located at the minimum distances from all pertinent
ground features described in Weld County regulations. An average percolation rate of 25 minutes
per Inch Is recommended for design purposes,
No groundwater or bedrock was encountered In the soil profile boring located at the proposed soli
absorption bad. Accordingly, the leach field may be constructed to a depth of four feet from
existing site grade.
Additional design criteria for septic system construction are as follows:
• Based upon the proposed residence containing B bedrooms, a total of 2,424 square
feet of absorption bed will be needed.
• For the proposed residence, a minimum 2,250-gallon capacity septic tank should be
used in the design and construction. It may be difficult to find this size tank so a
2,500.gauon tank may be more readily accessible. •
• Distribution lines within the soil absorption bed should consist of 3• or 4-inch
diameter perforated plastic or similar pipe approved In governing regulations.
Distribution lines should be placed the full length of the proposed absorption bed or
trench and Should not exceed 100-feet in length. Distribution lines should be
spaced at a maximum of 8 feet on center with the perimeter lines placed 3 feet from
the sides of the absorption bed.
7
FEB-12-2005 12 :26 PM Mp IKq 303 32 9148 P. 15
4
02/11/.05 FRI 11:38 FAX 97uo069241 N COLO GEOTECE litO11
LA LLc
Adjacent to 0624 Wald County Rued 43
Northern Colorado Geoteeh Project No.016-0b
• Absorption beds should be backfIlled with a minimum 12 inch thickness of clean
graded gravel ranging In size from 3/4 to 2-1/2 inches in diameter. The gravel
• should extend a minimum of 8 inches below and 2 inches above the distribution
pipes,
• The gravel bed should be completely covered with untreated building piper poor to
final soil cover. Final soil cover should be a minimum of 12 Itches In thickness and
suitable far vegetative growth. The surface of the soil cover should be graded far
positive surface drainage and to reduce the possibility of surface water Infiltration.
• If Infiltrators are used, a total of 78 are needed for an absorption bed and e0 are
needed for en infiltrator trench system, If a trench system is used, the centerline of
the trenches must be placed at a minimum nt 9 feet on center.
General Earthwork
All earthwork on the project should be observed and evaluated by Northern Colorado
Geotech, The evaluation of earthwork should Include observation and testing of
engineered fill, subgrade preparation, foundation bearing soils. and other geotechnical
conditions exposed during the construction of the project.
Site Preparation
Strip and remove existing vegetation, debris, and other deleterious materials tram proposed
building and pavement areas. All exposed surfaces should be free of mounds and
depressions which could prevent uniform compaction.
Stripped materials consisting of vegetation and organic materials should be wasted from the
site, or used to revegetate landscaped areas or exposed slopes after completion of grading
operations.
If unexpected fills or underground fadlities are encountered, such features should be
removed and the excavation thoroughly cleaned prior to backflil placement and/or
construction.
It is anticipated that excavations for the proposed construction can be accomplished with
conventional sarthmoving equipment.
8
FEB-12-2005 12 :26 PM M ' IKq 303 32 9148 P. 14
d�t
02;11/03 FRI 11138 FAX 8705088144 N C0L0 GE0TECE t012
LA LLC
Adjacent to 4➢514 Weld County Road 4.1
Northern Colorado Geotach Project No.015-05
The individual contractor(s) is responsible for designing and constructing stable, temporary
excavations as required to maintain stability of both the excavation sides and bottom. All
excavations should be sloped or shored in the interest of safety following local, and federal
regulations, including currant OSHA excavation and trench safety standards,
Fill Materials and Placement
•
Alt exposed areas which will receive fill should be scartfle° to a minimum depth of eight
inches, conditioned to near optimum moisture Content, end compacted.
• The placement of soils ort the site should be observed by Northern Colorado Geotech. The
fill should be assessed for suitability of use in the proposed fill and tested for placernsrt
Including compaction percentage and moisture content.
Engineered fill should be placed end compacted in horizontal lifts, using equipment and
procedures that will produce recommended moisture cnntents and densities throughout the
lift. Recommended compaction criteria for engineered fill matenels are as follows:
Clean on-site soils or approved imported materials may be used as till material,
Imported soils (if required) should conform to the following:
Percent tines by weight
Gradation JASTM C1361
B" 100
3"........ ............ 70-100
No. 4 Sieve ,.....-50-100
No, 200 Sieve . ................. ...........,,.,,.... . . . 50 (max)
• Liquid Limit .. 30(max)
• Plastidty Index 5 (max)
Minimum Percent
Material JASTM D69b1
Scarified subgrade soils............ ..... _........, ..... ........,„...BS
On-situ and imported fill soils:
9
FEB-12-2005 12 :25 PM Mp-SEIKA 303^132 9148 P. 13
02.11(05 FRI 11:39 FAX 91„0009244 N COLO 6EOTEcR 11013
n
LA LLC
• Adjacent to 42824 Weld County Road 43
Northern Colorado Geutech Project No.013-0S
Beneath foundations 95
Beneath slabs ,,,,,.,„ 95
On-alte clay soils shouid be compacted within a moisture content range of 2 percent below,
to 2 percent above optimum, Granular soils should be Compacted within a moisture range
of 3 percent below to 3 percent above optimum unless modified by the project geotechnlcal
engineer.
GENERAL COMMENTS
The analysis and recommendations presented in this report are based upon data obtained from
borings performed to obtain representative subsurface conditions at the site. Variations in the soil
between borings will occur. Northern Colorado Geotech should be present during construction to
observe the excavation end construction procedures and confirm or modify our recommendations,
The scope of services for this project does not include either specifically or by implication any
environmental assessment of the site
This report has been prepared in accordance with generally accepted gaotechnical engineering
practices in this area at this time. No warranties, either express or implied, are intended or made,
10
FEB-12-2005 12 :25 PM MeiASEIKR 303'S32 9148 P. 12
• 0144,vO¢ FM 11:O0 FAX 6'lv.d08&248 N COLO GEOTECH Z01,
IIIY�iYYW�^. `
TWA•TOP OF CONTROL POINT
EXISTING ELEV.r 1OO.D
RESIDENCE
r t_
ri
DRIVEWAY
X31
6 PROPOSED
8 RESIDENCE
0
No 2 Naafi Na.4S
}isle; &SS
No.'?60 &La
GORING LOCATION PLAN
N PROPOSED RESIDENCE AND SEPTIC SYSTEM
Aq,JACEN7 70 496}.4 MD COUNTY POD All
AULT,COLORADO
RCA LA LLC
Northern A"°""° 010.05
�COloredoh
_�
JDU no)Cwt UnI1 t1
•
^� uiAliY4M l��CA MINIMAL LOOO11Ar.ara.v, OR *,DolondO LOAM ObMi Mr' DML
Nat s' (rTacw�oA CONe1RUCflon vuxv]cca Ill,;(.; 970JSo1-67/4
S. lek I�r, broLD06ilI7 rWr1b, q
Sr
FEB-12-2005 12 :24 PM P1 'EI KA 303^32 9148 P. 11
02/11/03 FRI 11:90 FAX 9506069244 N COLO GEOTECH 21015
1
As
,
LOG OF BORING No. ahaatlatl
CLINT AACHIT007/ENCONERN J
• uuC
slit Aquas to 42524 Wald County Road 43 9301901-
Wald County,Colorado Proposed Residenar and Septic System
�SAMPLEs TESTh A,
•
8 I a
1 i
F J7 W ry7Lj
Approx.SurkoeElW,: WO fl- o o al z '4 E? 1
is
o.e Er TOABOIL —� ate ' 12 1 SS 10 12
,SANDY I tau gJAT 99.5 ` _
r0um,mole!etltf
2.0 Br.
;ILTY Pp
Tan,moist,m ied dense 1l I _ _
{,.. '1 2 $$ 12 a
40 944 •,:..Y yyy
•
WITH HIL1 ANA •:
Tan,91011110 wet,medium dense
•� 0
; al
:
' ' 2p 3 e9 12
10—
.
1
'Ce
:, 26 4 55 12 6
•
10.0 340 ': 15
BOTTOM OF BORING
s4ATCRLEVELOSULRVATIONS northern rTAnTeo 1/31/05 ram=u=m 1/31/05
wt. II 1O5 w.o. Colorado .e g
GeoteCh ORILLOa Ddliln t ng MU RRIC _C_MES5
9 wi 1 None &u. 2➢Be Beth&re4,❑nt1 2" i.o e ro ry DBC ArrROraa OML
Only.Colvfadv 9063j
....--. I• Veen Creeed 3 Pays A.B. Phone: 070-0004244car ea'toile I'
e2u eoa42 NOD PRO/e0T NO. 015 05
FEB-12-2005 12 :24 PM M9.7..FIKA 303-32 9148 P. 10
' 0t.'11/05 FRI 11:40 FAX 91„J09244 N C0L0 GE0TECE ft
1
LOG OF BORING No. 2 sent 1 m 1
CLINT F ARCNtrECTFONCI NEER
LA LLC _
SITE Adf scant to 42624 Wald County Road 43 l PRoacT
Weld County,Colorado Proposed Residence and Septic SYstsw
t _. .. SAMPLES I Tuts
I 0 g
_ ,
_ ti q
Approx.,surface Elev.: 991 ft. g t I 6# 1 F *3'
6"TOPSOILTati la i1
0.5 911.2
Y
mos4
2.5 9
an,molar, m wm Dose 15 a RS 12 a lot
BOa.>,: ,ii e
iikkR 'D WRN SILTA &)
VBL .,
Teri,motto wet,medium 6OOBQ '
:▪:
r- •': : _ I
:•'i
10 as 12 2
i
_�
1
1
• --{r1II� 23 4 SS I 12 1x li
15.0 yy
B6?T0M0F60R1N0-.....•.__ _,.� tR
i
WATNRJVILOe8RVATIONS Nor�hem IITARTP.6 1131/05 P.110140 7/31/05
WL SI 10 W.B. Galoredp �-
GeOfeCh oaaLcm I1rlllingEng DRILL me CME•55
WL None A.B. ltx,a Nth Rheet,unx 21 �eCR6 av DEC APP00/1t DIAL
u Oree5r,FIPtr"IL
5S. When Checked 3 Dew A.B.
PMne' G7t1{pa-S Nee rROJIEGT NO, 016-05
An ITo-P064u7
FEB-12-2005 12 :24 PM MO'•EIKA 303"..-\32 9148 P. 09
02%11/05 FRI 11:40 FAX P700069244 N COLO GE0TECE 2017
' 1
LOG OF BORING No, 3
Sheet t of t
CLIENT 1 ARCHITECT/ENGINEER
LA LLC _ I
In Adjacent to 4U24 Weld County Road 43 PROJFOT
Weld County,Colorado Proposed Residence and Seethe System
I t I SAMPIIS I 1 TESTS
I U 4W to
Ann*.6urfece Elev.! 68,8 ft. A ❑ o x z F: ii I EP Ig
0.5
SANDY L A01 CLAY sa.e
brown, moat amt
24 loy&Al t2 Be
Tin,moist, medium dente
5.0 0a ' ':
BOTTOM OF ROPING
r
i
•
I
I �
i I I
WATER LEVEL OpMVnnoNs Northam now 1/31/05 nNlsHeo 1/31/05
None w.o
Colorado
WL Ch ORM,al. Drilling Dem.No CME-55
None A.B. 2s6e nth Sonl, nt21 LOeoloEv DEC UPWIND DML
craw,COlondo 50431
e".. St Mon Chimed a paw 0.e 1 Phan* E70.60e4244
Fu PO-5004242 Noo Pewter NO. 015-0S
FEB-12-2005 12 :23 PM MpA4.,E IKA 303' S32 9148 P. 08
02'11/05 FRI 11:40 FAY 07'40096244 N COL0 c£0TECH QJ016
.40
LOG OF BORING No. 4 stint t art
CLIENT ARCNITECT/GNGIN!SR
LA LLC
an Adjacent to 43524 weld County Road 43 pROw:CT
Weld Cou ,Colorado
_ Proposed R■sidence Ind Septic Syaten,
SAMPLES TIMM
I o $
A,pprok.Surtace.Elev.: 99.1 ft c2 0 ms z I F, �=
1"TOPSOIL . -- ...,...._... -•,.
0.6 . 1
ras
SANDY LEAN CLAY
Brown,molt.'Off
2.4 SILTYS,Qi i.f•.,. —1I
Tan, melt m}dium dense
3.4
BO1TOTC7PIBORING•
/•I
•
•
•
•
WATER LEVEL 4n■hvATI0Ne Northern ■Tune 1131105+male 1131 A5
wL None w n / �olorado
CC;eatech rmiu.ee. Drilling Eng DRILL NO CMES5
None A P • 24682ae,ar■M,Unk 21 ,oom■n■v DBC ..nlawm OMl.
Gra*.Celer■en 80631
,^ n aro-�Sim Wn■n C,ecketl 4 A.e. PMenc� ---
�:+\ 8882 1O8:60847242 NW►RCJiCT No, 015-05
FEB-12-2005 12 :23 PM M$` EIKA 303^032 9148 P. 07
02;11(05 FRI 11;41 FAU 9700069244 N C0L0 GE0TECH )019
i es
•
LOG OF BORING No. 5 Sheet+ a+
CU WT ' ARCHITC0T/ENGiNEER
LA L<_C
sat Adjacent to 42tna Weld County Road 43 f PRaecr
Weld County,Colorado Proposed Residence end < tic!System
SAMPLES
Pth
Ty_ o.
1)&y¢ IW•
•
W Pig H G O Approx.Surface Efts.: 951 ft 1 8 m a: I ii I i I
o,a W TOPSOIL -
• P1.3'.`•a`. J
SANDY LEAN,jirky �:r
Brawn,moist, d# J
Tan,moist,Medium dense {.1.
3.0 25
BOTTOIXOr BORING
1
I
,
1 I .
i
1 I i
wArie LI ML eeseevnnONs Northam Irnan:o 1131/05,Masi® I/51/05
WL No W.D. AiSONhColorado INInLCO. Dr11NngEngloauJ.R10 C:NE- 5
J
Geotech
t m. i None A R. 2958 391h StMet,Unk 31 Loaaeo Rr DISC nrrRaysy DIALTOnly/ay.
Only/Galena°!Val
:1.4. When Chooksa 3 D A.6. Pliant 67GSaB-02M
— Fax: a70-504A2A2 NCO ARCO=No 01505
FEB-12-2005 12 :22 PM MpREIKR 303 M32 9148 P. 06
' 02/11%05 FRI 11;41 FAX 97.,u009214 N C0L0 GE0TECH ?.1020
LOG OP BORING No. 6 sheet t Dtt
CLIENT ARCbITICT/INGINEER
LA LLC
6ITlE Adjacent to 42$24 Weld County Read 43 PROJECT
Weld County,Colorado Proposed Residence Ind Septic ttysWn
1 SAMPLES Then
i
8 I e i al
S.
$ E �
I
_ I tI : . a .* K
Approx. Surface Elev.: 98.9 R, z z r �_: K
0.6 D"TOPSOIL
SMDT LEAN C1Ay
DBA'J�a. H
Brown,molt,6hif
7.5 9a,4 �� _._.
81LTY8Al� ---- ,. .
Tan,inset, medium dense ' r,
a.
Tan,MOW toWet medium dense
r,
i
i
i3
4 D:4
_ISOOEetoM OP BORING I I I
I � I
—
WAT611 LEVIL DIIIRVATI0NS Northern 5 MEMO 1/31MEMO 1/31/O5
wL None w,n �oiorado ---.----
IJ@D}13Ch DRILL DD. Ddll1 En Dale NC CME-55
y WL I None i A.B 225822th Strut,Unit N swear iv DBC APPROVED DML
Greeley,Celarado 6D031
es' When Cheated 3 DS AID. Phone: aT0-W0-D244
6 Fee• Dya6lVl.a2A2 I CC PROJECT NO. O15-O5
�FEB-12-2005 12 :22 PM MP►ZEIKA 303.'632 9148 P_ 05
02/11/00 FRI 11:41 FAX 97.,5009244 S COLO GEOTECH Q1O21
I `
LOG OF BORING No, 7 Sheet 1 of
CLIENT AKCHITECTIENOI NeER
LA LAC
3ITe Adjacent to 42624 Weld County Road 43 PROJECT
Weld County,Colorado Proposed Residence and Septic System
I SAMPLES TE9T6
I- ,.T
F m j w ou ✓~1 8is. IS
Approx.Surface Elev.: 95.5 ft. (a1 ei' 3 g Egli I $ S E f
0.9 Sir rOPSCTL — - 4 ° m f z
SANDY LEAN CLAY 98.E •.,4
Brown,molut Et J
2.0 90
Ten,ma* medium dense „,1.
3 0 96,0.i,
B6TT0M OF PORNO
I
II I I
r. II ' I I j
I
I
' I I
•
I
Northern
srARreo 1131/05 PINIONED 1191/DS
414% Colorado
wL None w.o ^ GttofBCh DRILL CO DrangEng oarure.__CME-55
6 wL L Nuns A. 295829th 9peeT,ITtlii'�1 _ .. .
-----... Greeley, tao9m e. DEC Arrwveo MIL
�..� S When Chec ed S Ca}.A.B. Phom07bPe004944
E♦ Far 970-229.9242 Woo pitoacT No. 015-05 .d
I
.FEB-12-2005 12 :21 PM M9 ,EI KA 303"'C32 9148 P. 04
02/11/05 FRI 11;41 FAX 0T„088244 N COLO GEOTECH X022
LOG OF BORING No, 8 Sheet I of 1
CUNT I MCWITECT/E NGINLER
LA LLC
srE Adjacent to 41624 Weld County Road 4* PROJECT
Wild County,Colorado I Proposed Residence end Septic System
I 1 ' SAMPLES TEETS -__
9 W IR i it
L iNi
15
Anprox.Surface Elev.; 98,5 ft. L
6`70PSOIL _ mi a tr EN i S ¢�
SANDY_LEAN CLAY r/1
Brown. mclat,etlQ fi '
I 2A i
/iiv.
SILTYtjp --- — —
Se f
Tan,most,medium dense -
IQ 80110MOF&Awls -- ab
I I I
I I I
II
I I I I
I I I
I I
II I I
II
I I
iI I
i
1 I I
SDKs LNeL aseRVATIENI Northern ern,rae 1/31N5 PISMO 1/31/05
wl None WO. Colorado
Geotech DRILL 00. Dthhg Eng.D4 U.RD cmE-55
E wL I None A.B, - 29th Sae, tz1 LOGGEPn DII—Dlevaovim DML
6 Greldwitouch Ge7040 Mat
Wnsn Ohoawea D s/,,Q Phone: *70401-0244
r 6% Pa: e7tl•OUB92i2 Neet'RCLIRCTNO. B15-o5 I
I
.FEB-12-2005 12 :21 PM MO'REIKA 30332 9148 P. 03
02/11,'O5 FRI 11;42 FAX 9%0009244NC0L0 GEOTECH 2023
U.s.111E bf4NINo IN INCHES I 11 E.SIEVE NUA�RB I HYGROMETER �'
e 4 S 2 1.6 1 tYdye 1 4 6 6I*1416 15 x 40 • 1 00 140 110
tae r_,-- II IIIIIII 1iIIYH it I• IIII T
152 IM1 IUMI ■IIII 1 1M _,
ea Jill
allil IIII1I IIIIIIIIMI
15 - III i UNIIIIIIIIIIIIIIII MIMI_I III
70_„___,._ I11r'�_ 11IJII�IIIIIII�IIIiII �I 111
es !IXIiI' 11I111t1iNII11I 11111/ �II111
0 „ I Jolla IIIIl i unIIIIl1 IIIummis IIii
7- ss iiill. 1 I I�1I1
. _Ii11 IIIIIII•►\111
4, WWII !i"flPI
40 Chu.: . -ro, 0111 _
u. 1 1111 trim
10 11u11 Y I1
25 ill
1111111 ►T II
20 1.111.— IIIlII111�1► �I1111I�111111 i
1s. Ii"Loi:iIiiI1IiIIiiII!iiii1'IlI!ii'iiiii-m-
10 III
e Ifhi#uIII�IIIIII111IIIIIuiI I ■
o
100 10 1 0.1 0.01 0.001
GRAIN 812E IN MILLIMETERS
COBBLES GRAVEL SAND '-
wives fI cone madkim nee SILT OR CLAY
Specimen Identilloa6on Classification _ — LL ' PL PI Cc Cu
!6, 1 - 0.0 Well Graded Band WM 8lltand Gravel 1 1.51 42.22
ezcimen identlAglffvn D100 { O60 j_._ O30 010 %caravel %SrM "WI %Clay ,
• 1 8.0 . 19.6 { 2.411 0.466 rt 26.2 - 63.2 11,4
GRAIN SIZE DI3TRIBUTION
North em :��6 2a1h strs1,�r;,z,
Colorado I elay,c ir.%eoe�1 Client: LA LLC Number; 015.05
Phase; 97A'50f1.91�4
i Geotech Far. 47"I36-0Z4,T Project Proposed Residence and Septic System
r s" Location: AdJeoent to 42024 Weld County Read 43
Hello