Garfield County Building & Planning Department

108 8th Street Suite 401

Glenwood Springs, CO 81601-

Phone: (970)945-8212 Fax: (970)384-3470

Project Address Parcel No. Subdivision

Permit NO. BlRE-8..;11-2165 Permit Type: Residential Building

Worlc Classification: New Permit Status: Active

Issue Date: 9/2/2011 Expires: 02/29/2012

Section Township Range

.LARKSPUR DR CARBONDALE, CO

239133204039 CERISE RANCH SUB-DIV.

Owner Information Address Phone Cell

Richard Stumpf 245 Riverside DR Basalt CO 81621

618-6767

Contractor{s) Phone Primary Contractor OWNER Yes

Proposed Construction I Details Single family dwelling on crawl space, covered patio, and attached · garage $ 292,601.48

3236

FEES DUE

Fee

Plan Check Fee Residential Building Fee

Total:

Friday, September 2, 2011

Amount

$1,346.46 $2,074.55

$3,421.01

Valuation:

Total Sq Feet:

FEES PAID

lnv Total Paytype Amt Paid Amt Due

lnv # BLRE-8-11-21346 $ 3,421 .01 Check# 7611

Check# 577 $1,346.46 $2,074.55

$0.00

Required Inspections:

For Inspections call : 1 ( 888 )868 -53 06

Inspection IVR

See Perm it Record

Building Department Copy

2

2

3

4

5

6 Architect:

7 Engineer:

8

9

10

I I

12

CTarfielcl Courz I 08 ff1

' Street, Suite 40 I, Glenwood Springs, CO 8160 I Ph:970-945-8212 Fx:970-384-3440 Inspection Line:888-868-5306

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Mailing Address: Ph:

Mailing Address: Ph:

Sq. Ft. or Acres of Lot: Height: 25 1

0 Addition

l'iOTICE

Alt Ph: "' ro.G,!~. S1:z~

Alt Ph:

Lie#:

Ph:

Alt Ph:

No. of Floors:

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Authori ty. lltis application for a Building Pcnnit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner. a separate lc!!cr of authority, signed by the Owner, must be provided with this Application.

Legal Access. A Building Penn it cannot be issued without proof of legal and adequate access to the propeny for purposes of inspections by the Building Dcpanment. O thtr Pe rmi ts. Multiple separate pcmtits may be required: ( I) State Electrical Penn it, (2) County ISDS Penn it, (3) another penn it required for use on the propeny identified above, e.g. State or

County Highway/ Road Access or a State Wastewater Discharge Pcnnit Void Permit. A Building Penni! becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180

days after commencement. CERTIFICATION

I hereby certifY that I have read this Application and that the infonnation contained above is true and correct. I understand that the Building Depanment accepts the Application, along with the plans and specifications and other data submiued by me or on my behalf(submiuals). based upon my cenification as to accuracy. Assuming completeness of the submiuals and approval of this Application, a Building Pennit will be issued granting pennission to me, as Owner, to construct the structure(s) and facilities detailed on the submiuals reviewed by the Building Depan ment. In consideration of the issuance of the Building Pcnnit, I agree that I and my agents will comply with provisions of any federal , state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land usc regulat ions (County Rcgulation(s)). I acknowledge that the Building Penni! may be suspended or re,•oked, upon notice from the County, if the location, construction or use of the structure(s) and faci lity(ics), described above, arc not in compliance with County Rcgulation(s) or any other applicable law. I hereby grant pennission to the Building Depanment to enter the propet1y, described above, to inspect the work. I funher acknowledge that the issuance of the Building Penni! docs not prevent the Building Official from: (I) requiring the correction of errors in the submiuals, if any, discovered after issuance; or (2) Slopping construction or use of the structure(s) or facility(ies) if such is in violation of County Rcgulation(s) or any other applicable law. Review of this Application, including submiuals, and inspections of the work by the Building Depanment do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND HIE NOTICE & CERTIFICAT ION ABOVE:

Manu home Fcc: Mise Fees: Adjusted Valuation:

Z9Z bOI.yB Plan C heck Fee: Permit Fee:

-zor Lf .5:f Total Fees: Fees Paid: Balance Due:

3<-t Z7,o J Setbacks: OCC Group: Const Type:

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Building Plan Review Description of Work: Single family dwelling on crawl space, covered patio, and attached g;

Bin#:

Location Address: 25 LARKSPUR DR CARBONDALE, CO

Case Manager: David Bartholomew

flan Case Number: BLDG-8-11-6972

Parcel: 239133204039

Application Date: 08124/2011

Building

/ Engineered Foundation

/ Driveway Permit

/ Surveyed Site Plan

,.Jjlt Septic Permit and Setbacks

/ Grade/Topography 30%

/ Attach Residential Plan Review List

/ Minimum Application Questlonnare

/ Subdivision Plat Notes

tJjA I

Fire Department Review

/ Valuation Determination/Fees

/ Red Line Plans/Stamps/Sticker

/ Attach Conditions

/

7 Application Signed

Plan Reviewer To Sign Application

7 Parcel/Schedule No.

1/4 40# Snowload Letter - Manu. Homes

/ Soils Report

Contacts

Owner: Richard Stumpf

Applicant: Richard Stumpf

Applicant Phone: 618-6767 Email:

PlanninWZoning

/ Property Line Setbacks

/ 30ft Stream Setbacks

I Flood Plain

I Building height

I Zoning Sign-off

IV/t1 Road Impact Fees

N/;1 HOAIDRC Approval

I Grade/Topography 40%

I Planning Issues

I -----Subdivision Plat

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General Comments:

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FEE ESTIMATE FOR S/F STICK BUILT HOMES

(ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED)

Applicant:

Job Address:

Subd- Lot/block:

FINISHED LIVING SPACE: 3;z_?J& sf X 74.68=

UNFINISHED BASEMENT: t,) lh- sf X 41.00=

CRAWL SPACE: \ ~o~ sf X 9.00= )l,l <v \. oo l

GARAGE: ~,o &~ f

sf X 18.00= \ ~ , \ ~CO. oa

UNCOVERED PATIO/DECK: N/er sf X 12.00=

COVERED PATIO/DECK: G:, ol sf X 24.00=

MISC:

MISC:

TOTAL VALUATION:

THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING

PLAN REVIEW FEE: ) 3'-/ b , '/-6

PERMITFEE: .ZO 7(j.Sf'

TOTAL: 3 'I z 3 . 0 I

PERMIT:

SEPTIC= PERC:

NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit.

The building department will collect a Plan Review fee at time of application submittal. The permit fee, as well as any Septic or Road Impact fees will be collected when the permit is issued.

The permit application must be signed by the owner or by person having written authority from the owner to act as their representative.

Building cannot be occupied until a Certificate of Occupancy (CO) is issued. Using the building without a CO will be considered an illegal occupancy and may be grounds for vacating the premises. (Final/CO inspection requirements will be attached to your approved field set of plans.)

I hereby acknowledge I have read, understand, and will abide by the requirements of this checklist.

Sign~rtl- Date

Garfield County Building & Planning 108 8th Street, Suite 401

Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470

www.garfield-county.com

~ech HEPWORTH - PAWLAK GEOTECHNICAL

September 7, 2011

R.J. Stumpf Construction Attn: Dick Stumpf P.O. Box 2953 Basalt, Co lorado 81621

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'iL12L1 ( \1\IIH\ Rc>,lll 154 ( Jlenwoud Spli ng,, Culn1 ,ll(,, 1\ I ()L) I l'lwne: 970-945- i%8

Fnx: 970-945-8454 e ma d : hpgeoghpgeotel.h .c. 1111

:J!-zjU;S

Job No. 11 1 206A

Subject: Observation of Excavation, Proposed Res idence, Lot 39, Cerise Ranch, Larkspur Drive, Garfield County, Colorado

Dear Dick:

As requested, a representative of Hepw011h-Pawlak Geotechnical, Inc. observed the excavation at the subject site on September I , 2011 to evaluate the soils exposed for foundation support. The fmdings of our observations and recommendations for the foundation design are presented in this report. We previously conducted a geoteclmical review for design of foundations at the site and presented our fmdings in a report dated July 27, 2011, Job No. Ill 206A.

The proposed residence is essentially the same as described in our previous report. Spread footings placed on 5 feet of compacted on-site soils and sized fo r an allowable bearing pressure of 1,500 psf were used for the building support based on the findings of our previous repoti. The addit ional excavation depth was recommended to further assess the presence of subsurface voids since sinkholes had occurred in the eastern part of the lot along the now abandoned liTigation ditch and to improve the bearing conditions with compacted backfill below the building.

At the time of our visit to the s ite, the building excavation had been cut in one level from 2 to 7 feet below the adjacent ground surface in the fi·ont and back sides, respectively. The soils exposed in the bottom of the excavation mainly consisted of slightly calcareous sandy sill and clay with silty sand and gravel areas. Scattered basalt boulders had also been remo ved fi·om the excavation. No indications of subsurface vo ids were observed in the excavation area. Results of swell-conso lidation testing performed on samples of the s ilt and clay so ils taken iiom the site, shown on Figure 1, indicate the soils are slightly compressib le under light loading and natural, low moisture condition and moderately to highly compress ible when wetted and additionally loaded. No fi:ee water was encountered in the excavation and the soils were s light ly moist to moist.

The so il conditions exposed in the excavation are generally consistent with those previously encountered on the site and spread footings placed on 5 feet of properly p laced and compacted soil designed for an allowable bearing pressure of I ,500 psf can be used for the building support with some risk of settlement and distress if the natural so ils

Parker )(I 3-841 -711 9 • Colorado Springs 719-6) )-5 562 • Si h erthorne lJ70-4o~- I 909

R.J. Stumpf Construction September 7, 2011 Page 2

below the backfill become wetted. The loose disturbed soils in the bottom of the excavation should be compacted prior to placing the on-site soils as backfill. Other recommendations presented in our previous report which are applicable, especially those to keep the bearing soils dry, should also be observed.

The reconm1endations submitted in this letter are based on our observation of the soils exposed within the building excavation and the previous limited subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted.

If you have any questions or need further assistance, please call our office.

Sincerely,

HEPWORTH - PAWLAK GEOTECHNICAL, INC.

Rev. by: DEH

SLP/ ljg attaclunent

Job No. Ill 206A

Figure I - Swell-Consolidation Test Result

~tech

Moisture Content = 16.2 percent

Dry Density = 87 pel 0 Sample of: Slightly Calcareous Sandy Silt and

1

Clay From: Bottom of front Porch Excavation, 9-1-11

-t--

<f. 2 I--c

"" c.__

---Compression

0 r-1- upon ·u; YJ

3 wetting

I'! 0. '\ E 1\ 0 0

4

5 \

6 \ 7

0-1 1-0 10 100 APPLIED PRESSURE - ksf

Moisture Content = 7.3 percent

Dry Density = 94 pel 0

Sample of: Sandy Silt and Clay From: Bottom of Excavation, Northwest Corner,

1 9-1-11

"" ) * 2 c

~ ( Compression 0 ·u; upon YJ

I'! 3

wetting 0. E '\ 0 0

r\ 4

\ 5

1\ \

6 \i ~

7 0.1 1.0 10 100

APPLIED PRESSURE - ksf

111 206A c~ SWELL-CONSOLIDATION TEST RESULTS Figure 1 HeO"worth-Pawlak Geotechnical

Permit Card

Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470

POST ON SITE

Permit NO. BLRE-8-1 1-2165 . - :

. :?PenJJ!l Type:~ J3uilding ': ~.

. .~, '- -h

! ... I K} . '.,..; ~ .. t!j,f.

· ___ ,,. : . ·:woric~~~:;NieW · ' > > " ... ., ' . Issue Date: 9/2/2011

Expires: 02/29/2012 ' - ' -

AGREEMENT In consideration of the issuance of the penn it, the applicant hereby agrees to comply with all laws and regulations related to

the zoning, location; construction and erection of the proposed structured for which this pem1it is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the

above described structure, the penn it may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID.

Residential Building

Owner's Name: Richard Stumpf

Job Address: a LARKSPUR DR CARBONDALE, CO

Contractor(s) OWNER

Foundation Walls

Framing

Drywall

Final

Mise

Insulation

Grout

Mechanical

UG Plumbing

Rough Plumbing

Gas

Phone

Yes

Parcel#:239133204039

Owner's Phone: 6 18-6767 --- - ---0 Total Square Feet: 3236

Work Description: Single family dwelling on crawl space, covered patio, and attached garage

ADDITIONAL INSPECTIONS MAY BE REQUIRED

POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306

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