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GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
t ,,. , __ ,
"-04869
JobAddress --~8~2~3~9~C_o.=un~ty,__R-=o~a~d"-l~l=-7~,,__G"l=-e~n~w_o_o_:d~S~p_r_i~n~g~s-~~~---~------~---
Nature of work -~B~u=-i=l=d=i=n~g~P"e=rm=i=-t=-------------------------------
** Use of Building -~S=i=n~g~l=e~F=-am=i=-l=y"-=Dw=e=-l=-l=i=n,.g,___,U:.=n:ci=t~w'-'/-'Do=-=-u=-b=l=-e=-G-"a=r=a.12g=-e'-----------------
Owner ----~L=a=r=r~v~&~Da~wn~_T~h~r~u~n~-----~-------~---------'-------
Cc 1tractor ---~B=e=l=l=a=n=d~B=u=i=l=d=e=r=s ______________________________ _
An.cunt of Permit: $ --~1=1~5~3_,_.~3~5 _____ _
White -Treas.
Canary -Office
Pink -Applicant
Gold -Duplicate
Permit: 699.00
Plan : 45li. 35
S. Archuleta
** Engineering alalysis of foof live load of a minimum of 504! is required
prior to issuance of Certificate of Occupancy
Clerk
GAR!'IELD COUNTY
APPLICATION FOH IlUILIJING PlmNIT
PEHllIT NUMBER #6 'l
please J)rint or. type DATE ___.!I-'---='-;{--'-0_-.L-'93'"""----
TO llE FILLED DllT--nY Al'PLICAN'l'
--ADDRESS 8 'l -R I! 7, c; s.
SUDDIVISION ________________ _
j f'IUNG II L07' II BLOCK II
~j 7'AX SC/lli'DUI.IJ I/
' LEGAL (SEC/1'W,;,Vif<NG) Parcel ALLot M,Sec-22
___ _ o t 1 8 , Sec " 3 , T 7 S , R 0 9 W ''-'6'-'10"-'l"-1 _P=M~---
r<: NAl!E Larry & Dawn Thrun & MAI LlNG ADIJRE SS _,P'-'0,,,__.B,,O,cX,_,__,,8,_,8,,__3,,_ ______ _
o C.T7'1' Silt, CO 81652 P//ONE 876-2371
-Nll/1E Nf A "' "' u '-' ~ f;1 AJJIJRESS Cn'Y ------
"' 0 ,.
u
;i
~
0 u
Nl\11/J Belland Builders
llDIJR ESS PO B"-o=x'-'1'-'3'--'8=9 _______ _
CJ7'Y Meeker, CO
Pl/ONE 878-4497 LICENSIJ l_I
CLASS OF \IOIU<
'IE'rv x 11L1'ER11TION _____ AJJIJJTlON ___ _
nEllOLISI/ ----REPAill -----NOVI':
'IOBl [,/': 110/IE (make/1"odel)
PLOT PLAN \.
NO'l'E: Shoi-.• ease1nents, property line di111ensio1
al.l other structures,. specify nortli, and strei
nanie. F'or Ol.iri s/1aped Jots, or if space ls
too small_, provide separate plot plan.
fl 01' DUlLDJNGS NOlv ON PllRCF.L ___ o::_ ___ _
USE OF nun.DINGS NOl1 ON PARCEL
·;.F. OF BUII./JlNG 4.504 s.F. OF L07' 2.206 Acr s
II Of FLOORS l/EIG111' 23-1
I! 01' FAMILY UNITS 1 I! OF DE'DROOl!S 3
IN7'ENDl':D USE 01' BUILDING Single Family Dwellin
r;ARAGE: SINGLE DBL _K_ CAill'ORT: SING I.I':_ DBI.
f''IREPLACE ----------------------
DOCUMENTS J\'l'TJ\CllEIJ
/vllTER SUPPLY we! I __ _c:_:,____:_ _____________ _
fl RIV Erv l\ Y PERMI7' _N'-'---A ________________ _
SI7'1': PLAN Attached
l/UJI.DTNG PJ_,JINS _2,,,__,,s,_,e"-t=Sc_' _____________ _
SllN I7'11RY SErvER CLEARANCE Diagram
ON SI7'1': SEWAGI': DISPOSllI, PISRML1' --~------
Oj'l/ER DOCU!IENTS (specify)-X:-,€/"C:/r.;'$(p-C: -'J-fr''*'YS'.tJ
oF/ltJOF Lt}-k 1-0'9.P t2F 17 01//lrlf/r{ LJF so-He
I ) f?<::C!u1:..fl& /''1.rc>~ 7Q /-'5V''9r'e< OF CO,
FROfff PROPERTY LINE
STIIEET Nll/JE/ROAD NUMBE~ounty_ Road 11 7
Cl/ECK TF COIINER LOT
DEscR1PT10N oF rl'oRK PLANNED ~}' Dwtl/,.Zft
I l1ereby acknoi,,ledge that I have read this
apJJ.lication and t11e above is correct and I
aqree to comply ivi t/i all county ordinances
and state laivs regulating building constructi<
SlGNll 1'Uill':
FOil OFFICE USE ONLY
l-'ALU111'10N -l-L/~C~µ-'--'~-1-------~-=~=-
PliRNIT Fl':E $r;' , 00 PLllN CJIECK FEE $ S' ,JJ
T01'AL PEE $ft /.!)J, 3.rscuooL n1P1ic1· Fise $ ~QQ
IJA1'E PERMI7' lSSUl':D --~/--J-'------------
;wNING DISTRICT ~Ms D
TYPE 01' OCCUPANCY ,_fC--=--~::_~2','-'---'J _________ _
'l'l'PE OF CONSTRUCTION --=''°'---~Lf_:c.J ___________ _
S. F. 01' DUTLDlNG -'/3 Fft S-. f' _ OF L01'
N!IX. l/EJG/11' f7 'T -RO/ID CLllSS.
----
SETBACKS !'ROii 1'110l'ER1'Y LINE: f'RON1' E 6-3 '
llEAR w -'f:J ' RIG/IT S C /' LEl'7.' f!___)_oo' r
OFF S7'IlEE1' PAllKING SP/lCES JlEQUlllED -------
l'WOD UllZAR/)
CEl1'I'If'LED DI,DG E'LEV117'ION -----------
SPBCLAL CONDlTTONS --------------
P/WDIBMS JiI1'1{ PERl!I1' -------------
AIJDlTIONAL INl'Oli'NA1'1DN NEEDED --------
CEll1'IF IE'D BY coL.ORl\DO 11EG1STERED LAND SURVEYOI
OR ENGINEER
l'l.',;\NN.l N(; /.JE'l'l\1?'1'.Nl:,'N'l' 1Jll 1'E
PLAN NOTES:
LARRY & DAWN THRUN RESIDENCE
COUNTY ROAD 117
GLENWOOD SPRINGS, CO
Methods of Positive Connections: Beams & Columns will be Simpson
Anchors. Floor Joists will be LIP
Hangers.
Roof Live Load:
Log Specifications:
60 pounds
Hemlock Spruce 12" Logs anchored 3'
on center with 3/8 diameter anchors.
x 3036252610 sch1•1u~s~r
LARRY & DAWN THRUN RESIDENCE
f"".,.. I '•~ ... ~_I ........ /'I ..., A A ~ -,,_,_ ;__.,•' {. ~ ·_.;,._,,
GLENWOOD SPRINGS, CO
PLAN NOTES:
Methods of Positive Connections: Beams & Columns will be Simpson
Anchors. Floor Joists will be LIP
Roof Live Load:
Log Specifications:
Hangers.
60 pound$
Hemlock Spruce 12" Logs anchored 3'
on center with 3/8 diameter anchors.
01
r··-,-=--. ,·r HEPW~RTH-PAWLAK GEOTECHNICJb c,AUQ .t 1 ~~· ~l~hway82 OC U od Spnngs, CO 81601
August 10, 1993 Git.RflE...D COUN]P(x3D3945-S454
Larry and Dawn Thrun
P.O. Box 883
Silt, Colorado 81652
#h: '~··· .• -•• -,,_,,
Phone 303 945-7988
Job No. 193 151
Subject: Observation of Excavation, Proposed Residence, 8000 County Road
117, Garfield County, Colorado.
Dear Mr. and Mrs. Thrun:
As requested, Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the
subject site on July 29 and August 4, 1993 to evaluate the soils exposed for foundation
support. The findings of our work and recommendations for the foundation design
are presented in this report. The work was done in accordance with our agreement
for geotechnical engineering services to Larry and Dawn Thrun, dated July 29, 1993.
The proposed residence will be a 1 112 story wood frame structure above a walk out
basement level. The garage will be on the upper main level.
At the time of our initial visit to the site, the foundation excavation had been cut in
two levels from 1 to 6 feet below the adjacent ground surface. The garage and
basement areas essentially daylighted to the west from their respective excavation
levels. The soils exposed in the bottom of the excavation were variable and consisted
mainly of clayey gravel with cobbles and boulders in the lower level and soft wet
clays in the upper (garage) level. The northwest comer of the basement frost depth
footing trench was based in organic sandy clay. Probing with a steel rod indicated the
clay depth is 1 to 3 feet in the garage area and one foot in the northwest basement
comer below footing cut grade. Results of consolidation testing performed on
samples taken from the site, shown on Fig. 1, indicate the clay soils are moderately to
highly compressible under conditions of loading and wetting. The test results are
summarized in Table I.
Most of the excavation was cut below the groundwater level, and drain gravel and
perforated pipes had been installed to collect and divert the water seepage to the north
of the building. The clays in the garage area were generally soft and wet and it was
recommended to construct an intercept trench drain just uphill of the garage. When
Larry and Dawn Thrun
August 10, 1993
Page 2
observed on August 4, the trench drain had been installed and the water seepage flow
in the garage footing area had essentially stopped. The water seepage from the uphill
basement cut had also diminished from that observed on July 29.
Considering the conditions exposed in the excavation and the nature of the proposed
construction, spread footings placed on the undisturbed natural soils and drain gravel
backfill designed for an allowable soil bearing pressure of 1500 psf should be
adequate for support of the proposed residence. The wet black clays in the garage
area should be subexcavated and replaced with drain gravel. The gravel backfill
should extend 1 to 2 feet beyond the edge of the footing. Footings should be a
minimum width of 18 inches for continuous walls and 2 feet for columns. Loose and
disturbed soils encountered at the foundation bearing level within the excavation
should be removed and the footings extended down to the undisturbed natural soils.
Exterior footings should be provided with adequate soil cover above their bearing
elevations for frost protection. Continuous foundation walls should be reinforced top
and bottom to span local anomalies such as by assuming an unsupported length of at
least 12 feet. Foundation walls acting as retaining structures should be designed to
resist a lateral earth pressure based on an equivalent fluid unit weight of at least
50 pcf for on-site granular soil backfill (excluding rock greater than 8 inches). A
perimeter foundation drain should be provided to prevent temporary buildup of
hydrostatic pressure behind the walls and prevent wetting of the lower level. The
drain gravel should extend to above the line of wetting in the excavation face. Garage
floor backfill can consist of the on-site gravelly soils compacted to at least 95 % of
standard Proctor density at a moisture content near optimum. Backfill placed around
the structure should be compacted and the surface graded to prevent ponding within at
least 10 feet of the building.
The recommendations submitted in this letter are based on our observation of the soils
exposed within the foundation excavation and do not include subsurface exploration to
evaluate the subsurface conditions within the loaded depth of foundation influence.
H-P GEOTECH
Larry and Dawn Thrun
August 10, 1993
Page 3
This study is based on the assumption that soils beneath the footings have equal or
better support than those exposed. The risk of foundation movement may be greater
than indicated in this report because of possible variations in the subsurface
conditions. In order to reveal the nature and extent of variations in the subsurface
conditions below the excavation, drilling would be required. It is possible the data
obtained by subsurface exploration could change the recommendations contained in
this letter.
If there are any questions or if we may be of further assistance, please let us know.
Sincerely,
HEPWORTH -PAWLAK GEOTECHNICAL, INC.
SLP/ro
Attachment
H-P GEOTECH
.
Moisture Content ;;; 19. 1 percent
Ory Unit Weight = 107 pcf
Sample of: Silty clay
From:
0 South wall garage footing
----... ._,, 1 -
c: --~ 0 No Movement
·~ ~ Vl 2 Upon vlett i ng
Vl
<I! '\
'-c. \ E
0 3 '-'
>
0.1 1.0 10 100
APPLIED PRESSURE -ksf
Moisture Content = 21.4 percent
Dry Unit Weight = 96 pcf
Sample of:
Organic sandy clay
From: Northwest corner
0 basement footin
~
._,, ---c: '-""-0 1
·~
Vl t~ Vl -b <I! / '-c. 2 " E --0 ~ ~~ ~---Compression u
3 Upon \.letting
\
\
4
\
5 J
0.1 1.0 10 100
APPLIED PRESSURE -ksf
193 151 HEPWORTH-PAWLAK
SWELL-CONSOLIDATION TEST RESULTS 1 GEOTECHNICAL, Inc. Fig.
HEPWORTH-PAWLAK GEOTECHNICAL, INC. .. JOB NO. 1 93 1 51
TABLE I
SUMMARY OF LABORATORY TEST RESULTS
SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED
MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR
CONTENT DENSITY [%[ {%) NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE
[%[ (ocf) SIEVE [%[ [%[ WSF)
North Wall 29.0 89 organic silty clay
Garage Footing
South Wall 19.1 107 silty clay
Garage Footing
Northwest 21.4 96 organic sandy clay
Corner
Basement
Footing
Form No.
GWS-2.5
'
APPLICANT
OFFICE OF THE STATE ENGINEER
COLORADO DMSION OF WATER RESOURCES
SJ 8 Centeiinlal Bldg., 1313 Sherman St, Denver, Colorado 80203
(303) 866-3581
WEU. PERMIT NUMBER __ 1..,fi..__.8 ... 9._.1.,90L.__
DIV. 5 CNTY. 23 WD 38 DES. BASIN
Lot: Bl~k: Filing: Subdiv:
APPROVED WELL LOCATION
GARFIELD COUNTY
SELF
MD
ELMER ARBANEY
2585 MIDLAND AVE
SE 1/4
Twp 7S
SE 1/4 Section 22
GLENWOOD SPGS CO 81601
( 303)945-5808
PERMIT TO CONSTRUCT A WELL
RANGE 89 W 6th P .M.
DISTANCES FROM SECTION LINES
225 Ft. from
75 Ft. from
South Section Line
East Section Line
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDmONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the
permit does not assure the applicant that no injury will occur to another vested water right or preclude another
owner of a vested water right from seeking relief in a civil court action.
2) The well shall be constructed in accordance with the variance granted by the State Board of Examiners of Water
Well Construction and Pump Installation Contractors on February 3, 1993.
3) Approved pursuant to CRS 37-92-602(3J(b)01J(A) as the only well on a tract of land of 40 acres descrjbed as that
portion of the SE 1/4 of the SE 1/4 of Sec. 22, that portion of the SW 1/4 of the SW 1/4 of Sec. 23, that portion
of the NW 1/4 of the NW 1/4 of Sec. 26, and that portion of the NE 1/4 of the NE 1/4 of Sec. 27, all in Twp. 7
South, Rng. 89 West of the 6th P.M., Garfield County, being more particularly described on the attached exhibit
•A•.
4) The use of ground water from this well is limited to ordinary household purposes inside two (2) single family
dwellings, fire protection, the watering of poultry, domestic animals, and livestock on a farm or ranch, and the
irrigation of not over one (1) acre of home gardens and lawns.
5) The maximum pumping rate shal.1 not exceed 15 GPM.
6) The return flow from the use of the well must be through an individual waste water disposal system of the
non-evaporative type where the water is returned to the same stream system in which the well is located.
7) This well shall be constructed not more than 200 feet from the location specified on this permit.
APPROVED
JD2
Slate Engineer
Receipt No. 0348178
~' -
.. .,,, -, I
DATE ISSUED MAR 0 8 1993
}J:> 3-s-13
By
EXPIRATION DATE MAR Q 8 1995
.----~'(!Pt t~f!~'f_ c ,,,,,,17
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued .. _ ... -......... Zoned Area ...... . ........ Permit No .... ~£9. .....
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to con1ply wilh
all la't''S and regulations related to the zoning, location; construclion and erection of the
proposed structure for which this per1nit is granted, and further agrees that if the above
said regulations are not fully cornplied with in the zoning, location, erection and
construction of the above described structure, the per1nit 1nay then he re\•oked hj' noHce
from the County BuildiI'JWr!lpcctor and IMMEDIATELY JI ECO ME NULL AND VOID,
l!sc ~/l"/!f.IC F' lf'nlt.Y "'1()'"~
Address or Lcg•I DcscripOon ~ T 9 C /l. U7 0 /ll•"f-1'£•t
OwncrTKv111-' Conlracto1/Z/ttlfl!"' aew ... n "'..,-~
Setbacks Fronl Side Side Rear
This Card Must Be Posted So It Is Plainly Visible From Lhe Street Until Final Inspection.
INSPECTION RECORD
Zoning
Footing
Electric-Rough 11,·'i)
(by STATE inspector) I/ ~' Final
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BF.FORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945-8212 J 0 9 8th Street, County Courthouse, (;lcn1'-'0od Springs, Colo.
"
Certificate Of Occupancy
No. 2643
No change in the character of occupancy of a
building shall be made without a Certificate
of Occupancy -(UJ!C Sec. 502)
Building Department
Garfield County, Colorado
This certificate is issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at
the time of issuance, this structure was in compliance with the various codes adopted by the County regulating
building construction or use for the following:
Use Classification single family dwelling Building Permit No. __ 48_6_9 ____ _
Group R-3 Type of Construction ---~VN~-----Zone District A/R/JID
Owner of Building Larry & Dawn Thrun A.ddress 8239 c.Ro 117
Building A.ddress __ ___;;s"'a"'me..,_ ______________ _ Locality Four Hile Creek
Contractor Owner =---~=-~~~~~~ A.ddress _ _:__: ___________ _ same
By~~
Chief Building Official
Date October 2 1995
Issuance of a Certificate of Occupancy shall not be construed as an approval of the provision of this code or of other
ordinances of the jurisdiction. Certificated presuming to give authority to violate or cancel the provisions of this code or of
other ordinances of the jurisdiction shall not be valid. (UBC Sec. 307(a)). .
.;