HomeMy WebLinkAboutApplication - PermitI
Garfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office:970·945·8212 Fax: 970·384-3470
Inspection Line: 970·384-5003
Building Permit No. II 214
Parcel No: ----~24~~:1Q~-DD:_-D:::::8_:_4 __ _
Locality:
Job Address: ____ _ 189 CR 118 Carbondale ·~--------
Use of Building: ____ _ agricultural employee b2~-~ing w/ cov. patio above gara_g_~------------
Owner: Bailey Family ln'>f~Stm_:=e:.::nt'---------
Contractor:
Fees: Plan Check: 827.94 Septic: $ 73.00
-----------~-
Bldg Permit: $ 1,273.75 Other Fees:
~--~·~
Total Fees: $ 2,174.69
Clerk: 4~~ Date: 1--zh.OOJ ~-·"·-·~----·-""""'~--~--I
I''
lt • .-1 ~~
Class of Work:
11 Garage:
12
GARFIELD COUNTY BUILDING PERMIT APPLICATION
I 08 8fu Street, Suite 40 I, Glenwood Springs, Co 8160 I
Phone: 970-945-8212/ Fax: 970-384-3470 I Inspection Line: 970-384-5003
www.garfield-county.com
Authority. This application for a Building Pennit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that oft he Owner, a separate
letter of authority, signed by the Owner, must be provided with this Application.
Legal Access. A Building Permit cannot be issued without proof oflegal and adequate access to tl1e property for purposes of inspections by the Building Department
Other Permits. Multiple separate pennits may be required: (l) State Electrical Pennit, (2) CoWtty ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or
Cotmty Highway/ Road Access or a State Wastewater Discharge Permit.
Void Permit. A Building Permit 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 information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans
and specifications and other data submitted by me or on my behalf(submittals), based upon my certification as to accuracy.
Assuming completeness oftl1e submittals and approval of this Application, a Building Pennit will be issued granting permission to me, as Owner, to construct the strucnu"C(s) and facilities detailed on
the submittals reviewed by the Building Department.
ln consideration of the issuance of the Building Permit, 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 use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from tl1e County, iftlie location,
construction or usc of the structure(s) and facility(ies), described above, arc not in compliance with County Regulation(s) or any other applicable law.
I hereby grant permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Pennit does not prevent the
Building Official from: (1) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use ofthe strocturc(s) or facility(ics) if such is in violation
of County Rcgulation(s) or any other applicable law.
Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions
or discrepancies. As the Owner, l 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 THE NOTICE & CERTIFICATION ABOVE:
STAFF USE ONLY
Special Conditions: fG. eMPLOYGE AfFIP"'llfT
11-f-t::r LG
Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees:
14'15&2..86 927.'14 127'3.76
...,.sDS..fce: Tot~74: Fees Paid:-:!-'1~,_? .~ Balance Due: BP No & Issue Date: ISDS No & Issued Date:
15-CO fll· .(l~ 53[.5 £l 1&-?o.H WULt ~Lao? ~ t.ltoq
Setbacks: OCCGroup: ConstType: Zoning:
B~DEPT: • b/11LtJ<~ p~\~~~ t/f0/~q ~~~~ APPR AL . DATE APP VAL "' DATE
The following items are required by Garfield County for a final Inspection:
1) A final Electrical Inspection from the Colorado State Electrical Inspector.
2) Permanent address assigned by Garfield County Building Department and posted at the
structure and where readily visible from access road.
3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows
installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent
kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all
necessary plumbing.
4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running
water, non-absorbent floors, walls finished, and privacy door.
5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks
over 30 high must be constructed to alliBC and IRC requirements including guardrails.
6) Outside grading completed so that water slopes away from the building;
7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of
extenuating circumstances., i.e. weather. Under such circumstances A Certificate of
Occupancy may be issued conditionally.
8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, and/or State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED.
OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN
ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES
UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
C.O. for the building identified in the Building Permit.
OWNERS SIGNA (DATE
Bapplicationdecember20 7
VALUATION FEE DETERMINATION
Applicant Baii!'X Famil;): Investments Subdivision
Address 189 CR 118, Carbondale Lo11Biock
Date 1114/2009 Contractor
Finished (Livable Area}:
Main sq.ft
Upper 1266 sq.ft
Lower sq.ft
Other sq.ft X $74.68
Total Square Feet 1266 sq.ft
Valuation 94,544.88
Basement:
Unfinished sq.ftX $41.00
Conversion of Unfinished to Finished sq.ft X $33.68
Total Valuation 0.00
Garage: 2375 sq.ft X $18.00
Carport: sq.ft X $12.00
Total Valuation 42,750.00
Crawl Space sq.ft X $9.00
Total Valuation 0.00
Decks/ Patios
Covered 512 sq.lt X $24.00
Open sq.ftX $12.00
Total Valuation 12,288.00
Commercial
Type of ConstructioQ:
Occupancy:
sf X
sf X
sf X
sf X
sf X
sf X
Valuation 0.00
Total Valuation 149,582.88
Garfield County
Bl./ILD/,VG & PLANNING DEPARTMENT
AGRICULTURAL EMPLOYEE AFFIDAVIT
FOR EMPLOYEE HOUSING
I, G ~ ji2 'e: , state that the residential structure
descrlbeo below wi.ll be occupied solely as an agricultural employee dwelling unit
provided to an individual and related family member who is/are employed in an
agricultural use, including farms, garden, greenhouse, nursery, orchard., ranch, small
animal farm for production of poultry, fish, furbearing or other small animals, as
prescribed in Garfield County Zoning Resolution Section 3.02.01 :;md in Section 2.02.02
Agricultural Land., on the property at which the dwelling is located and further, pays no
rent.
It is agreed that proof of employment, in the form ofintemal Revenue Service Forms
W -2 or 1099 for each person employed as described above will be submitted to the
Garfield County Building and Planning Department upon request by the county.
It .is agreed that this property will not be sold to another party without representing that
the agricultural employee dwelling structure is for agricultural employees only and may
not be used for any other purpose .
.Property and Building Description.:
Address I ttf Cduntlf /(}d I I R' "G "
Assessors Parcel Number ;?-¥ b ?J 1 i? 3 {J t? o .?? fi-
B nil ding Description /¥JIIIZ:r71%f!nff /~
Building Square Feet Babitable___,l<-=~""~~'-'6::__ _____________ _
Building Perm.it Number-::--------------------
ISDS (Septic it Number~-----------------
Owner (Signature)
Owner Address._-!7:~~:=----"==~~='-=~--------
Date Witn;eeSiss===~~~~~=:~::~~============ ()0~: l3cidcy ~VIA( fy .I,.,ves-f '+ Cb.
108 8'fi Stroet, Suite401, qCenwooaSpri11fJS, Coforatfo 81601
(970) 945-8212 (970) 28.5-2972 'Fa:<;; (970) 384-34(0
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
SINGLE FAMILY DWELLING CONSTRUCTION
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of the work intended under a pennit application and expedite the
issuance of a pennit it is important that complete infonnation be provided. When reviewing a plan and
it's discovered that required infonnation has not been provided by the applicant, this will result in the
delay of the pennit issuance and in proceeding with building construction. The owner or contractor shall
be required to provide this infonnation before the plan review can proceed. Other plans that are in line
for review may be given attention before the new information may be reviewed after it has been
provided to the Building Department.
TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE
SUBMITTEDFOR ALL APPLICATIONS.
Please review this document to determine if you have enough information to design your project
and provide adequate information to facilitate a plan review. Also, please consider using a design
professional for assistance in your design and a construction professional for construction of your
project. Any project with more than ten (10) occupants requires the plans to be sealed by a
Colorado Registered Design Professional.
To provide for a more understandable piau in order to detennine compliance with the building, plumbing
and mechanical codes, applicants are requested to review the following checklist prior to and during
design. Applicants are required to indicate appropriately and to submit the completed checklist at
time of application for a permit.
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn
to scale.
I
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks,
balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and
original grade. A section showing in detail, from the bottom of the footing to the top of the roof,
including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation,
sheeting, house-rap, (which is required), siding or any approved building material. Engineered
foundations may be required.
A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be
designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed,
wind exposure B or C, and a 36 inch frost depth.
All sheets to be identified by number and indexed. All of the above requirements must be met or your
plans will be returned.
All plans submitted must be incompliance with the 2003 IRC.
1. Is a site plan included that identifies the location of the proposed structure or addition and distances to
the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor
and has the surveyors signature and professional stamp on the drawing? Properties with slopes of
30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the
placement of any portion of a structure within 50 ft. of a property line and not within a previously
surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor
and have the surveyor's signature and professional stamp on the drawing. Any structure to be
built within a building envelope of a lot shown on a recorded subdivision plat shall include a
copy of the building envelope as it is shown on the final plat with the proposed structure located
within the envelope.
Yes /
2. Does the site plan also include any other buildings on the property, setback easements and utility
easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the
property you are applying for a building permit on is located on a comer lot. Special setbacks do
apply.
Yes /
3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal
System) and the distances to the property lines, wells (on subject property and adjacent
properties ytreams or water courses?
4. Does the site plan indicate the location and direction of the County or private road accessing the
property?
Yes /
2
5. Are you aware that prior to submittal of a building permit application you are required to show proof
of a legal and adequate access to the site? This may include (but is not limited to) proof of your
right to use a private easemen1Jright of way; A County Road and Bridge permit; a Colorado Dept.
of Highway Permit, including a Notice to Proceed; a permit from the federal government or any
combination. You can contact the Road & Bridge Department at 625-8601. See phone book for
other agencies
Yes ./
6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel
in accordance with the IRC or per stamped engineered design?
Yes /
7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the
clearances required between wood and earth?
Yes / · No ____ _
8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and
soffits?
Yes __ ~/'----No ____ _
9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of
40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind
loads?
Yes. __ ~---
10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes /
11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roof rafters or joists or trusses?
Yes. __ .L_ __ _
12. Does the building section drawing or other detail include the method of positive connection of all
columns and beams?
Yes /
!3. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top
of a flat roof? (Building height measurement usually not to exceed 25 feet)
Yes /
14. Does the plan include any stove or zero clearance fireplace planned for installation including make
and model and Colorado Phase II certifications or phase II EPA certification?
Yes No_--=./ ____ _
3
15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply
with the IRC?
Yes, _____ No /
16. Does the plan include a window schedule or other verification that egress/rescue windows from
sleeping rooms and/or basements comply with the requirements of the IRC?
Yes /
17. Does the plan include a window schedule or other verification that windows provide natural light and
ventilation for all habitable rooms?
Yes r'
18. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing
immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking
surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifY safety
glazing for these areas?
Yes / No ______ _
19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on
the plan?
Yes __ -.r"---
20. Do you understand that if you are building on a parcel of land created by the exemption process or the
subdivision process, are building plans in compliance with all plat notes and/or covenants?
Yes /
21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to
obtain written permission from the association, if required by that association, prior to submitting
an application for a building permit? The building permit application will be accepted without
it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in
revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans
have been reviewed by the Building Department prior to any action by the HOA that requires either
revocation or substantial modification of the plans.
Yes /
22. Will this be the only residential structure on the parcel?
Yes No / Ifno-Explain: M-Jaflv /.tal~
23. Have two (2) complete sets of construction drawings been submitted with the application?
Yes /
24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long?
Yes /
4
25. Have you designed or had this plan designed while considering building and other construction code
requirements?
Yes __ _L:___
26. Do your plans comply with all zoning rules and regulations in the County related to your properties
zone district? /
Yes·---~----
27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Garfield County Building Department?
Yes. __ _£_ __
28. Do you understand that approval for design and/or construction changes are required prior to the
application of these changes?
Yes "
29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the
time of application submittal and that you will be required to pay the "Permit Fee" as well as any
"Road Impact" or "Septic System" fees required, at the time you pick up your building permit?
Yes. __ _L_. __
30. Are you aware that you must call in for an inspection by 3:30 the business day before the
requested inspection in order to receive it the following business day? Inspections will be
made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in
to 384-5003.
Yes / No _____ _
31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a
$50.00 re-inspection fee?
/
32. Are you aware that you are required to call for all inspections required under the IRC including
approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the
building?
Yes __ _L_ __
33. Are you aware that the Permit Application must be signed by the Owner or a written authority being
given for an Agent and that the party responsible for the project must comply with the IRC?
5
34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and
Plumber to perform installations and hookups, unless you as the homeowner are performing the
work? The license number of the person performing the work will be required at time of
applicable inspection.
Yes /
35. Are you aware, that on the front of the Building Permit Application you will need to fill in the
Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a
building permit application? Your attention in this is appreciated.
Yes ./
36. Do you know that the local fire district may require you to submit plans for their review of fire safety
issues?
Yes (please check with the building department about this requirement)
37. Do you understand that if you are planning on doing any excavating or grading to the property prior
to issuance of a building permit that you will be required to obtain a grading permit?
Yes ../
38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees
have to be paid and the connections inspected by the service provider prior to the issuance of a
Certificate of Occupancy?
Yes _ _£_ __ _
39. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that
the City will provide water service. No building permit application will be accepted without such
a letter.
Yes
I hereby acknowledge that I have read, understand and answered these questions to the best of
my ability.
Signature ofrer
Phone: 11{--I 10 ~ (days); fl 5 ~ oa I (evenings)
Project Name: ffflfi fiful llwfdr~ '' {,-''
ProjectAddress: t!VJ ~ f..uo.-J 111? Cwfhrmd.,..k_
6
9702540187 10:25:14 01-10-2009
J uary 1. 2009 _ wh, it may concern:
I erebY. ruthorize Tai Jacober of Jacober Brothers Construction to sign and submit
a . plicati(j>ns for building permits to Garfield County Building 11nd Planning Department
f1·r build' gs at 189 County Road 118, Carbondale, CO. 81623.
i
W!H:l 39t/d iSNOO so~a OGaOOt/f t>098Z960L6
1 /1
Permit#:
COLORADO STATE ELECTRICAL BOARD 'BfD 6n 1c 11
1560 Broadway, Suite 1350
Denver, CO 80202
\ Inspection Report
Date Inspected: 06/29/2009
Permit Holder: CARTER ELECTRIC INC. SCOTT CARTER
1676 COUNTY RD 100 CARBONDALE 816230000
Phone: (970) 379-1146 Fax: ( ) -Email: cei@sopris.net
Site: 0189 county road 118 Carbondale, Garfield County, 61623
Owner: Bailey Family Partnership LLC Phone:
Status: Accepted
Inspection type: Final Partial Inspection: No Trim Permit: N
NEW RESIDENTIAL RESIDENTIAL NEW
Inspector: Robert Fuller 970-947-8902
Corrections:
Comments:
8131/2009 Page 1 of 1
9980-826-01.6
11214 No. _______________ __ Assessor's Parcel No. 2463-103-00-084
Date ____ 1_12_2_12_0_09 __ _
BUILDING PERMIT CARD
Job Address ____ 18_9_C __ R_1_18~,_C_'d_a_l_e _____________________________________________ __
Owner _________ B_a_i_le~y_F_a_m_il~y_ln_v_. ______ Address 1000 Blue Heron Ln. C'da~one # ________ _
Contractor Jacober Bros. Const. Address POB 1073, C'dale Phone # 970-963-9420
Setbacks: Front ______ Rear ________ RH ______ LH _______ Zoning ______ _
ag emp hsg wl cov patio above garage INSPECTIONS ~ tfd 3/<:f~/038
Soils Test· Weatherproofing
Footing d.. 12 ~o 9 J-t;:'e/f.' OJ:: Wt?: Mechanical 6-A£-<J2'~
Foundation -2~12:<?9~ Z.··Z7-tJ7£ttf Electrical Rough (State) G --/_::;---oJ:
Grout Electr~l Fina! (State) __________ ___,-r-,,..-=r-
Underground Plumbing 3-6-o?~. . Final '-i4Ji(. /Checkl.ist Co_q1~ed? IC/[/3
Rough Plumbing 6?~-€/~~~~ . AIJ.rp ~ {Certificate Occupancy# (tJ::/'tJ+
Framing V:;:J.$"-09~ /~:;;;_ __ ;. 9" '""~~ · Date (;;2. ?,.Of .
Insulation 1·P,..-~C(&11\ 7-y-e 7 Septic System#---.-----------
Roofing . Date ----~----------
Drywall1·1 ~O'f' LiYi1Y1.4/..eNif!DkfJ.AA Final ___________ _
Gas Piping 6--::<.((..o'j.?P Other ______ _c_ _____________ _
~/3-e.-.. 3--G --o~ NOTES
(continue on back)
UILDING PERMIT
GARFIELD COUNTY, COLORADO
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON TilE JOB
Date Issued _jJ2~·0""'-C'J-'------Permit No. --')'-'\'-'1.."'-'-14-f_._ _______ _
AGREEMENT
In consideration of the issuance of the permit, 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 permit 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 permit may then be revoked by notice from the
County Building department and IMMEDIATELY BECOME NULL AND VOID.
UseLl~ evnplo~eO~I\8 w~ooV.pAtio ~~
Address or Legal Description \&Of crt \\ r ~~(..,e,""---------
Owner fulfJA YlAIVI.i lnv. contractor JOLbber ero~
Building PermitTy:~-J"'~~·l(.;I.'J +L t
This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
INSPECTION RECORD
Footing Driveway
2 -12 .f') '7 "'17?d t?/ r--e.l:f o/<:
Foundation I Grouting 12 f'/lP.S Z,.Z7-C~<?.t:c Insulation
~ b\(
-<-17-~~/). J.A,_ 3-6-o~
Underground Plumbing v Drl:Jik 1-Utl oj( Yt-v<1~
3-6-o~-CJ 7-. //af(.?!?A/.2
Rough Plumbing (§ -121'-07 q;zv; Electric Final (by State Inspector)
{Prior to Final)
Rough Mechanical Septic Final
r:-.25-"9' ~
Gas Piping FINAL IJ-Lf'-o"f ~
t{-.2:)-c:J'j?'j:P,<!!_
Electric Rough (by State Inspector)
(You Must Cal! For Final Inspection) ofL-;?r b(tr/t?f Notes {Prior to Framing)
Framing~~4<4~z~ .
&-o2o-()'1 l~qfffo/<'9=-7--1"-o? ~<J~
{to indude Roof in place & Windows & Doors installed & Firestopping in place)
THIS PERMIT IS NOT TRANSFERABLE
APPROVED
Date
For Inspection Call 970·384·5003 Office 970·945-8212
108 s·~h St!l'eet, Suite 401 Glenwood Springs, Colorado 81601
DO NOT DESTROY THIS CARD
\ ' Z,.').. • oq _By ~. \flV'"J'Y!QJ1//JU...nlf\ U\( N'\ _ PROTECTPER~;WEATHER D,~~---'
(DO NOT LAMINATE)
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at /?9 elf!: (/ g
Permit No. // Z../ <JL
I have this day inspected this structure and these
premises and found the following corrections needed:
0 Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date 20 --~---L~~--~-=~
Building Inspector -----"--.,k~~-~ ... -~~:;;:::;;;;~~i.9---~~
Phone (970) 945-8212
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at _ _,(,_-~!5_9L_·_~Coo.!.£~,_L!.:_f.o::8::__ __ _
Permit No. __ !'--'L/_,2-:::.!_1_'{--f--________ _
I have this day inspected this structure and these
premises and found the following corrections needed:
f/
0 Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date Z-7-, 20 --=@_::.9_· --
~'-'~ Building Inspector ---~7-~z~.~~?-"--1.;2:':::::;._:;:::. ::::::C~::::::"S"":::' e====----
Phone (970) 945-8212
SUBSOIL STUDY
FOR J<OUNDA TION DESIGN
PROPOSED RANCH FACILITIES
PERRY PARCEL
MOUNT SOPRIS RAi'ICH ROAD
GARI'IELD COUNTY, COLORADO
JOB NO. 108 480A
AUGUST 29, 2008
PREPARED FOR:
IRON ROSE RANCH
ATTh: LINDA RAt'IDALL
1000 BLUE HERON LANE
CARBONDALE, COLORADO 81623
" ~ . ; . ; .
Rl~~CElVED
JAN 1 4 2000\
GAi'<.fiELD COUNTY
BUILDING & PLANNING
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY ..................................................................... - I -
PROPOSED CONSTRUCTION ................................................................................. - I -
SITE CONDITIONS ................................................................................................... -2-
SUBSIDENCE POTENTIAL ..................................................................................... -2-
FJELD EXPLORATION ........................................................................................... -3-
SUBSURFACE CONDITIONS ................................................................................. 3-
DESIGN RECOMMENDATIONS ............................................................................. -4-
FOUNDATIONS .................................................................................................... -4-
FLOOR SLABS ...................................................................................................... -5 -
UNDERDRAIN SYSTEM ...................................................................................... -5-
SURFACE DRAINAGE ......................................................................................... -6-
LIMITATIONS .......................................................................................................... -6-
FIGURE I-LOCATION OF EXPLORATORY BORINGS
FIGURE 2-LOGS OF EXPLORATORY BORJNGS
FIGURE 3 -LEGEND AND NOTES
FIGURES 4, 5 and 6-GRADATION TEST RESULTS
TABLE 1 -SUMMARY Of LA BORA TORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed ranch facility to be
located on the Perry Parcel, Mount Sopris Ranch Road, Garfield County, Colorado. The
project site is shown on Figure I. The purpose of the study was to develop
recommendations !or the foundation design. The study was conducted in accordance
with our proposal for geotechnical engineering services to Iron Rose Ranch dated August
17, 2008.
A field exploration program consisting of exploratory borings was conducted to obtain
information on the subsurface conditions. Samples of the subsoils obtained during the
field exploration were tested in the laboratory to determine their classification and other
engineering characteristics. The results of the field exploration and laboratory testing
were analyzed to develop recommendations for foundation types, depths and allowable
pressures for the proposed building foundation. This repo11 summarizes the data obtained
during this study and presents our conclusions, design recommendations and other
geotechnical engineering considerations based on the proposed construction and the
subsurf:1ce conditions encountered.
PROPOSED CONSTRUCTION
The proposed ranch facility will consist of a vehicle storage building (A), maintenance
shop (B), apartment #1 (C), hay storage (D), trailer storage (E), general storage (F), lawn
and equipment storage with apartment #2 (G), hay bam (H), vehicle and tractor storage
(J) and hay equipment/tool storage building (K). The buildings will mostly be one story
wood fi·ame construction. Apartment #I and the lawn equipmcntlapm1ment #2 (C and G)
will be two story. The maintenance shop (B) may be steel fi·ame construction. Ground
tloors will be slab-on-grade. Grading for the structures is assumed to be relatively minor
with cut depths between about 2 to 4 feet. We assume relatively light foundation
loadings, typical oft he proposed type of construction.
If building loadings, location or grading plans change significantly from those described
above, we should be notified to re-evaluate the recommendations contained in this report.
------·--:-c:c-----. ----·------·-·-----------------:'7.::"--
Job Nu. lOS 4801\ ~tech
- 2 -
SITE CONDITIO:">>S
The site is located just south of Carbondale on the west side of State Highway 133. The
site has historically been used for ranching activities and is occupied by an existing
residence. A residence, barn and other outbuildings on the site had been recently razed.
V cgetation consists of scattered trees, some brush, grass and weeds. The historic
driveway has bee; •• .;aligned and the existing drives will be reclaimed. The ground
surface is relatively flat with a slight slope down to east. A steep hillside to an upper
topographic bench is located along the nOJih and northwest part of the site and liTigated
pastureland to the south and west. An area near the trailer storage building (E) and lawn
equipment/apa1iment #2 (G) has been graded and about 2 feet of on-site fill material
placed. An aqueduct supplying water to the adjoining f1sh hatchery to the east crosses the
east side of the site. The aqueduct is an open ditch on the south part oft he site and cast in
place concrete lined on the north part of the site. An apparent sinkhole is located south of
the new driveway to the south of the existing residence and southeast oft he proposed
maintenance shop.
SUBSIDENCE POTENTIAL
Bedrock of the Pennsylvanian age Eagle Valley Evaporite underlies the lower Crystal
River Valley area. These rocks are a sequence of gypsiferous shale, fine-grained
sandstone and siltstone with some massive beds of gypsum and limestone. There is a
possibility that massive gypsum deposits associated with the Eagle Valley Evaporite
underlie p01tions of the property. Dissolution of the gypsum under certain conditions can
cause sinkholes to develop and can produce areas of localized subsidence. During
previous work iJ1 the area, several sinkholes were observed scattered tlu·oughout the River
Valley Ranch Subdivision and on the Perry Ranch to the no1ih and west of this site. A
relatively recent sinkhole was also observed in the southeast part of site, southeast oft he
proposed maintenance shop. These sinkholes appear similar to others associated with the
Eagle Valley Evaporite in the area.
Job No. I OS 4SOA ~tech
- 3 -
No evidence of cavities was encountered in the subsurface materials; however, the
exploratoxy borings were relatively shallow, for foundation design only. Based on our
present knowledge oftbe subsurface conditions at the site, it caru1ot be said for cextain
that sinkholes will not develop. The risk of future ground subsidence in areas outside the
observed sinkhole throughout the service life oft he proposed buildings, in our opinion, is
low; however, the owner should be made aware of the potential for sinkhole
development. Although no evidence of sinkholes was found in the area oft he cUITent
development, we recommend that an evaluation of the sinkhole hazard be conducted to
ti.uther investigate possible sinkholes on the parcel. This would help to reduce the risk of
sinkholes to future development and planned inigation.
FIELD EXPLORATION
The field exploration for the project was conducted on August 25 and 26, 2008. Eight
exploratory borings were drilled at the locations shown on Figure I to evaluate the
subsurface conditions. The borings were advanced with 4 inch diameter continuous flight
augers powered by a truck-mounted CME-45B drill rig. The borings were logged by a
representative of Hepworth-Pawlak Geotechnical, Inc.
Samples oft he subsoils were taken with a 1 Y, inch I. D. spoon sampler. The sampler was
driven into the subsoils at various depths with blows from a 140 pound hammer falling 30
inches. This test is similar to the standard penetration test described by ASTM Method D-
1586. The penetration resistance values arc an indication of the relative density or
consistency of the subsoils. Depths at which the samples were taken and the penetration
resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples
were returned to our laboratory tor review by the project engineer and testing.
SUBSURFACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2.
The subsoils, below about 6 inches of topsoil, typically consist of a thin sandy silt layer
overlying slightly silty sandy gravel with cobbles and small boulders. About 6 inches of
driveway gravel was encountered in Boring 3 and 2 feet of recently plnced fill at Boring
Job No. I OX 4RO,\ ~tech
-4 -
4. Drilling in the dense granular soils with auger equipment was difficult due to the
cobbles and boulders and drilling refitsal was encountered in the deposit.
Laboratory testing perfiJrmed on samples obtained fiom the borings included natural
moisture content and gradation analyses. Results of gradation analyses perf01med on
small diameter drive samples (minus l '12 inch fraction) of the coarse granular subsoils are
shown on Figures 4, 5 and 6. The laboratory testing results are summarized on Table I.
No free water was encountered in the borings at the time of drilling. Free water was
measured at 7.8 feet in Boring 5 when checked on August 26, 2008. No !Tee water was
observed in the other borings and the subsoils were slightly moist to moist.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory borings and the
·nature of the proposed construction, we recommend the buildings be founded with spread
footings bearing on the natural granular soils. Due to the potential for shallow
groundwater, basement and deep crawlspace construction should be avoided.
The design and construction criteria presented below should be observed for a spread
footing foundation system.
I) Footings placed on the undisturbed natural granular soils should be
designed for an allowable bearing pressure of 4,000 psf. Based on
experience, we expect settlement of footings designed and const111cted as
discussed in this section will be about I inch or less. The upper sandy silt
soils and recently placed fill should be removed fi·om beneath footings.
2) The footings should have a minimum width of 16 inches for continuous
walls and 2 feet for iso Ia ted pads.
3) Exterior tootings and tootings beneath unJ1eated areas should be provided
with adequate soil cover above their bearing elevation for frost protection.
Placement of foundations at least 36 inches below exterior grade is
typically used in this area.
---------··-·--------
Job No. t OS 4:-\0A ~tech
" 5 "
4) Continuous foundation walls should be reinforced top and bottom to span
local anomalies such as by assuming an unsupported length of at least J 0
feet. Foundation walls acting as retaining structures (if any) should also be
designed to resist a lateral em1h pressure corresponding to an equivalent
fluid unit weight of at least 45 pcf
5) All existing fill, topsoil and any loose or disturbed soils should be removed
and the footing bearing level extended down to the relatively dense natural
granular soils. The exposed soils in footing area should then be moistened
and compacted. If water seepage is encountered, the footing areas should
be dewatered before concrete placement.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
FLOOR SLABS
The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-
on-grade construction. To reduce the effects of some differential movement, floor slabs
should be separated from all bearing walls and columns with expansion joints which
allow unrestrained vertical movement. Floor slab control joints should be used to reduce
damage due to slu·inkage cracking. The requirements for joint spacing and slab
reinforcement should be established by the designer based on experience and the intended
slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath
basement level slabs to facilitate drainage. This material should consist of minus 2 inch
aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No.
200 sieve.
All till materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moist me content near optimum. Required fill can
consist oft he on-site granular soils or a suitable imported sand and gravel devoid of
vegetation, topsoil and oversized rock.
UNDERDRA!N SYSTEM
Free water was encountered below expected excavation depths during our exploration.
An tmderdrain system is not recommended for the proposed slab-at-grade floor
Job No. )0¢ ~8:0A ~tech
-6-
elevations. Basement and deep crawlspaccs should be avoided. Shallow crawlspaces
may be possible but should be further evaluated on a site specific basis with regard to the
feasibility of underdrain installation.
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all time>; ol'er the buildings have been completed:
I) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95% of the maximum standard Proctor density in
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas.
3) The ground surface sun·ounding the exterior of the buildings should be
sloped to drain away fi·om the foundation in all directions. We
recommend a minimum slope of 6 inches in the first I 0 feet in unpaved
areas and a minimum slope of 3 inches in the tirst l 0 feet in paved areas.
Free-draining wall backfill should be capped with about 2 feet of the on-
site soils to reduce surface water infiltration.
4) Roof downspouts and drains (if any) should discharge well beyond the
limits of all backfl!l.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no warranty either
express or implied. The conclusions and recommendations submitted in this repon are
based upon the data obtained from the exploratory borings drilled at the locations
indicated on Figure l, the proposed type of construction and our experience in the area.
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. Our findings include interpolation and extrapolation of the subsurtace
conditions identified at the exploratory borings nnd variations in the subsurface
-7-
conditions may not become evident until excavation is performed. If conditions
encountered during construction appear different tiom those described in this rep01t, we
should be notified so that re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes. We
are not responsible for technical interpretations by others of our information. As the
project evolves, we should provide continued consultation and field services during
construction to review and monitor the implementation of our recommendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
presented herein. We reconunend on-site observation of excavations and foundation
bearing strata and testing of structural till by a representative of the geotechnical
engineer.
Respectfully Submitted,
HEPWORTH -PAWLAK GEOTECHNICAL, INC.
Louis E. Eller
Reviewed by:
Daniel E. Hardin, P .E.
LEE/vam
cc: GH2 Architects-Attn: Mindy Gray
Robet1 O'Brien··· <ct~(!Ofastmail._\h~
Structural Associates-Shane Evans
No. 1m; 480A ~tech
r ~ D-
APPROXIMATE SCALE
I' = 100'
108 480A LOCATION OF EXPLORATORY BORINGS Figure 1
(i)
"' lL
• c
0
~ > "' m
c
0
·~
w
105
100
95
105
90
108 480A
BORING 1
ELEV =100 0'
36/12
WC=1.6 l +4 ~54
-200=13
90/11
BORINGS
ELEV.=103.0'
40/12
I WC=2.9
)
+4 =43
-200=16
29/12
BORtNG2
ELEV.= 101.7'
68/9
BORING 6
ELEV.=103.6'
63112
40112
BORING3
ELEV.=102.1'
37/12
WC=22 l +4~·53
-2C0=11
40/12
BORING 7
ELEV. = 1 04.0'
46/12
50/1
Note: Explanation of symbols is shown on Figure 3.
BORING4
ELEV.=102.2'
36/12
w: _J l +4=50
-208=17
40/12
BORINGS
ELEV.=105.1'
68/12
\NC=2.0 l +4~51
-200="A
105
100
95
105
122/12 100
95
90
* lL
c
Q
'" > "' w
LOGS OF EXPLORATORY BORINGS Figure 2
LEGEND:
FIL; driveway gravel at Boring 3 and on-site silty sandy gravel at Boring 4.
TOPSOIL: organic sandy silt and clay, firm, slightly moist, dark brown.
SILT (ML): sandy, gravelly, stiff, slightly moist, brown.
GRAVEL (GP-GM); with cobbles and small boulders, sandy, silty, medium dense to dense. slightly moist, wet with
depth in Boring 5, brown, rounded rock.
36/12
1
T
NOTES:
Drive sample; standard penetration test (SPlj, 1 3/8 inch I. D. split spoon sample, ASTM D-1586.
Drive sample blow count; indicates that 36 blows of a 140 pound hammer falling 30 inches were
required to drive the SPT sampler 12 inches.
Free water level in boring and number of days following drilling measurement was taken.
Depth at which boring had caved when checked on August 26, 2008.
Practical drilling refusal
1. Exploratory borings were drilled on August 25 and 26, 2008 with 4-inch diameter continuous flight power auger.
2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan
provided.
3. Elevations of exploratory borings were measured by instrument level and refer Bor'ng 1 as elevation 100.0 feet.
4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the
method used.
5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between
material types and transitions may be gradual.
6. Water level readings shown on the logs were made at the time a11d under the conditions indicated. Water
encountered in Boring 5 only. Fluctuations in wafer level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DD = Dry Density (pcD
+4 = Percent retained on lhe No.4 sieve
-200 = Percent passing No. 200 sieve
108 480A LEGEND AND NOTES Figure 3
HYDROMETER ANAL '!SIS I SiEVE AN;oLYSIS I
7~ !;i 7f·'l
TIME READiNGS I US. STANDARD SERIES I GLEN~ SOL. ARE OPEN:NGS I
45 MIN. :5 M."N 6C:Vi:Nl9M!N.4 t~~IN. 1 MIN #2CCJ #lOJ #50 #30 #16 #8 #4 3!8 3!4 I 1/2 3 56" 8
c ""
10 .,
0 20 <?
w (:J
z 30 " z
~ (j)
(j)
w 40 ., <(
cc ()_ ,_ ,_
z 50 "' z
w w
0 0
cc 60 .::) 0:
w w
()_ ()_
70 "
80 "
90 "
100 '
"'" "' '"' 00) 0\'1 "' '" "' ·"" 000 I.IU '" 475 "' "' ~7$ '<' l" m
I ;~ ') 1?1
DIAMETER OF PARTICLES IN MILLIMETERS
ct;.·~~·-c· ~0: :r I SA.':">
!CCMl:X I (i!•JI'."A I CC!:'l<.IZS F·.'-1'; I I)F.(_;:t..\t r :$.: I CQ~.f;~
GRAVEL 54 % SAND 33 % SILT AND CLAY 13 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Silty Sandy Gravel FROM: Boring 1 at 2 and Feet Combined
I HYDROMETER ANALYSIS SJEVE AJ'-JAL YSIS
' L T'IAE READINGS I US. STANDARD SERIES I CLEAR SQUARE CPENit<GS ~ 24 1;\8. 7 HR 1 1/2 3' S6 45 IN. 15 MiN. 60MJN19M1N.4 MIN. 1 MIN. #200 #100 11'50 #30 #16 #8 #4 3/8 3!4
0 100
10 93
0 20 80
w (:J
z 30 70 z
~ (j)
(J)
w 40 60 ct. 0: ,_ ,_
z 50 '0 z
w -w
0 0
cc 60 40 a: w w
()_ ()_
70 30
80 20
90 10
lOG 0
.CJ1 .C02 005 .0)9 .019 .037 .074 .150 300 .EC:J 1.18 2.36 4.75 9 512.5190 31'.5 76 2 12~52 203
DIAMETER OF PARTICLES IN MILLIMETERS
o_.w:o:.-.1 I S.\'·ll I (";b.A\7, I O:.:.S:.ES f ~.;f I •.>JZCA~-~ I c,..')i.P~""" ~ .,. I c....t:.:.~o-~c.c
GRAVEL 53 o, ,o SAND 36 % SILT AND CLAY 11 %
LIQUID Ll'vtiT % PLASTICITY INDEX %
SAMPLE OF: Slighti Silty Sandy Grave! FROM: Boring 3 at 2 and 5 Feet Combined
108 480A . •-
He:PWORTl+PAWLA.K GE07ECH~CAL GRADATION TEST RESULTS Figure 4
I HYORm.T:E.:'.:! ANAl YSlS I SIEVe ANALYSIS I . J TIME READINGS I U.S STANDARD SERIES I CLEAR SCUARE CPEN:NGS I
2~ 1~>: 71·~ 1 1/2 45 MIN. lSMIN. COMIN19MIN.4 MIN. 1 MIN. #200 #100 ·-¥5::1 #30 #16 #8 #4 3/8' 314" 3 56 8
0 '00
10 ~1
0 20 tt';:
w (')
z 30 " z
;;: U)
1-(/)
w 40 "' Cf: a:
1-1-z 50 "" z
w w
0 0
a: 60 " a:
w ll.l
Q.. n..
70 ,
eo ;!',)
90 ,.
100 Q
"' <m. "" ""' til~ "' 07~ 1(,-) = "" u: "' -trs ')S 12 ~ 1'10 "" 7~.:; 1~-2 ;:>'..13
1:<'7
DIAME7ER OF PARTICLES IN MILLIMETERS
CL·W:OS>~i I ~"-' I CC!.R'S.E I Gj'ifl I (;QOS..f.S FM: I ).'[(.;,"~. F~ COAl".'<:
GRAVEL 50 % SAND 33 % SILT AND CLAY 17 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Silty Sandy Gravel FROM: Boring 4 at 2 and 5 Feet Combined
I HYDROME1ER ANALYSIS I S:EVE ANALYSIS I
t b TIME READ:NGS I U.S. STANDARD SERiES I CLEAR Sa!ARE OPENiNGS I 24 R. 7 HR ·
45 M,N. 15 MIN. 6011/IN19M!N.4 MIN. 1 Mii\1. #203 #100 #50 #3() #16 118 #4 3/8 3/4 i 1/2 3 5o 8
0 100
10 90
0 20 so
w (')
z 30 70 z
~ U5
(/)
w 40 60 Cf: a:
1-1-z 00 50 z w LlJ
0 0
a: 60 40 a: w w
Q.. Q_
70 30
80 20
93 10
103 0
COl .CC2 .0:)5 .C09 .019 .037 .074 150 300 .600 1.18 2.3<3 4.75 9.512.519.0 37.5 76.2 121152 203
DIAMETER OF PARTICLES IN MILLIMETERS
O.MTC~.T I !;l..•.p
!C<.\.,go:;: I G'\o\'.'l'"l I (i)\'<"·.~:. ~-!\~ I ~.i:I~>-.'.1. ,._..,,. I (J...':..4:!E;
GRAVEL 43 % SAND 41 o/o SILT AND CLAY 16 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Silty Sand and Gravel FROM: Boring 6 at 2 and 5 Feet Combined
108 480A ~
Ht:PWORTH·PAWLAX. GtOTECHNlCAl..
GRADATION TEST RESULTS Figure 5
j HYCR0t·.~E1ER ANAL YS·S ! SIEVE ANAL '!'SIS I
24 J[!R. 7 HR TJ,l,-IE READINGS I us. STANUIRO SERIES I
0 45 .~'.IN. "•5 MIN. 6CMIN19t·.l!N.4 M!N. 1 1\t.IN. #200 #-!OJ &50 #30 # 16 ii8 li4
CLEAR SQUARE CPENI~;GS i
3/8' 3/4 ·, 1/2' 3 5 6' 8 10J
10
20 80
30 70
Q 60 (.? ..... 40 z z Vi :;;: fl)
I-<>: ..... a.
0:: 50 I-
I-50 z z w ..... (.)
(.) 0::
0:: w w 40 CL
Q. 60
70 30
80 20
90 10
1CO 0
C<Y 002 005 .COOl 019 037 .074 .158 .3GO 600 1.18 2.36 4."15 9.5 !9.C 37.b 76.2 152 203
12 . .:::. 127
O!AMETER OF P1\RTJCLES IN M!ll!METERS
f ·..;:
GRAVEL 51 % SAND 35 % SILT AND CLAY 14 %
LIQUID LIMIT % PLASTICITY IND::X %
SAMPLE OF: Silty Sandy Gravel FROM: Bering 8 at 2 and 5 Feet Combined
108480A • '-------"--"'-~lcpw9r1h-awlok G.I'Sctechn}~c.l GRADATION TEST RESULTS Figure 6
SAI~PLE ~QCATION --! NATURAL
I ! MOISTURE
BORING l DEPTH II CONTENT
I (ft) I (%)
NATURAL
DRY
DENSITY
(pd)
(%)
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1
SUMMARY OF LABORATORY TEST RESULTS
(%)
PERCENT
PASSING
NO. 200
SIEVE
ATTERBERG W1JTS
LIQUID 1
1
· PLASTIC
LIMIT I INDEX
(%) (%)
UNCONFINED I
C011PRESSIVE 11
STRENGTH
(PSF) J
Job No. 108 480A
SOIL OR
BEDROCK TYPE
JACOBER BROTHERS CONSTRUCTION
TELE: 970-963-9420
FAX: 970-963-8604
www.jacoberbrothers.com
FACSIMILE TRANSMITTAL SHEET
DATE: 1/13/09
TO: Garfield Road and Bridge
TO FAX NUMBER: 625-8627
ATTN: Jay Mull and Debbie
FROM: Jock Jacober
SUBJECT: Driveway permits
TOTAL PAGES INCLUDING THIS PAGE: 9
NOTES/COMMENTS:
Debbie,
R IF' 1f' 11{ 1l '\!l(' if[:1 t~.n9L!l:.~i ' "".:.~rv
JAN 1 4 20B\}
GARFiELD COUNTY
BUILDiNG 8, PlANNING
Here are two permit applications for residences being built at the address described.
Please call me at 319-8962 with any questions.
Thanks,
Jock Jacober
Driveway Permit Check Off form
l. PennitOwner: I Bit~~~\ 'J1vL~_::-> __ _,
2. Address: \1!1 c.qv.!.., i'k~ I I f
3. City: Carbondale 81623 IT Glenwood Springs 81601 0
0 New Castle 81647 0 Silt 81652 0 Rifle 81650
Parachute 81635 0 Other L----------'
4. Phone No: I '1~~5=-'/=f/.=lO~==\~F:_::ax:_N~o::_: ~~ =Z=~=?=~ f:="=i'J=f-=~
5. County Rd. No: I ~ t2J... . I I f
6. Nearest Intersection or address: I Cl, (2r) 1[1{ c.' ltw :1 J-3 3
7. Distance from Int. or address: Ll __:l:...:tJ:...:~~D-' ____ -----'
8. Direction from Int. or address: N 0 E 0 s [] wB"
9 Side of road: N 0 ED s0 w~
10. Width of driveway: 30-foot 0 40-foot Ll 1 00-foot 0
Other:'------------
11. Culvert required: Yes O
12. Size of culvert required: 12-incb D 15-inch O !8-inch 0
Other:
13. Length of culvert required: 30-foot 0 40-foot []othe1 j
14. Asphalt or concrete pad required: Yes [] No @
15. Size of pad: 30-foot wide X 1 0-foot long X 4 inches 1hick: Yes 0
40-foot wide X 10-foot long X 4-inchcs thick: Yes 0
1 00-foot wide X 20-foot long X 4-inches ihick: Y cs 0
Other:
16. Gravel portion required: Yes 0 No [2(
17. Length of gravel portion: 40-foot 0 50-foot 0 I 00-foot 0
18. Trees or brush removed for visibility: Yes 0 No 0
19. Distance and direction from driveway to be removed:
20. Driveway must be no more than3 %slope away fi:om County road.
21. Drive must be constructed so no drainage accesses County road .from driveway.
22. Certified traffic control required: YesO No 2r
23. Work zone signage only required: YesO No 0
24. Stop sign required at entrance to County Rd. YesO No C2r
25. Inspection of driveway will required upon completion and must be approved
by person issuing permit or representative of person issuing permit.
26. Person Requesting Permit: I kw Cw~ ~~.wrl
27. Person issuing permit:
28. District permit issued in: 30
29. Date checklist completed:
BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY
CERTIFICATION ANP AFFIDAVIT
REGARDING ILLEGAL ALIENS
The Contractor, whose name and signature appears below,
certifies and agrees as follows:
1. The Contractor shall comply with the provisions of
c.R.S. 8-17.5-101 et seq. The Contractor shall not
knowingly empJ.oy or contract with an illegal alien
to perform work for the Board of County Commissioners of
Garfield County, Colorado ("BOCC") or enter into a contract
with a subcontractor that knowingly employs or contracts
with an illegal alien.
2. The Contractor represents, warrants, and agrees that it
has verified that it does not employ any illegal aliens;
that it has participated or attempted to participate in the
Basic Pilot Employment Verification Program administered by
the Social Security Administration and Depal:tment of
Homeland Security; and otherwise shall comply with the
requirements of C.R.S. 8-17.5-102(2) (b).
3. The Contractor shall comply with all reasonable requests
made in the course of an imrestigation. under C.R.S. 8-17.5-
102 by the Colorado Department of Labor and Employment. If
the Contractor fails to comply with any requirement of this
provision or C.R.S. 8-17.5-101 et seq., th<' BOCC may
terminate work for breach and the Contract<)t shall be
liable for actual and consequential damages to the
State.
4. If the Contractor is a sole proprietor, the undersigned
hereby swears or affirms under penalty of perjury under the
laws of the State of Colorado that (check one) :
/
I am a United States citizen, or
I am a Permanent Resident of the United States, or
I am lawfully present in the United States pursuant to
Federal law.
I understand that this sworn statement is required by
law because I am a sole proprietor entering into a contract
to perform work for the BOCC. I understand that state law
requires me to provide proof that I am lawi'ully present in
the United States prior to starting work for the BOCC. I
further acknowledge =nat I will. comply with the
requirements of C.R.S. 24-76.5-101 et seq. <tnd will produce
the required form of identification prior to starting '#ork.
I acknowledge that makj_ng a false, fictitious, or
.traudulent statement or representation in this sworn
affidavit is punishable under the criminal la.ws of
Colorado as perjury in the second degree under C.R.S. 18-8-
503.
CER!fFIED and AGREED to this /z day of ~'-"~"-'-ri---
200L.
(Contractor Full Legal Name)
Number By:C~~
Signature of Authorized Rep
Pemlit Number: ________ _
Exhibit A
FEIN or Social Security
Yr.?(·
Title
R043828
246310300084
BAILEY FAMILY INVESTMENT COMPANY
1000 BLUE HERON LANE, CARBONDALE, CO, 81623-7750
118 COUNTY RD, CARBONDALE
Section: 10 Township: 8 Range: 88 A PARCEL OF LAND IN SEC. 10 AND THE N1/4 OF SEC. 15.
010
Account:
Parcel:
Owner Name:
Owner Address:
Property Address:
Subdivision:
Legal:
Tax Area:
Date Deed Type Doc Number Grantor Grantee Amount
11/20/2006 WD 711507 PERRY SOPRIS RANCH PARTNE...SOPRIS LLC 19,954,500
Sales Information
Year Land Actual Imp Actual Total Actual Land Assessed Imp Assessed Total Assessed
2012 109,340 1,771,630 1,880,970 31,710 368,990 400,700
2011 109,340 1,771,630 1,880,970 31,710 368,990 400,700
Taxable Values History
Model Attribute Name Attribute Value
LAND 0
ABSTRACT_CODE IRRIGATED LAND-AGRICLTRL.
AREA_ACRES 201.16
AREA_SQFT 0
NEIGHBORHOOD TRACTS SO.& WEST CARB. - AG
AG
LAND 1
ABSTRACT_CODE IRRIGATED LAND-AGRICLTRL.
AREA_ACRES 40.14
AREA_SQFT 0
NEIGHBORHOOD TRACTS SO.& WEST CARB. - AG
AG
LAND 2
ABSTRACT_CODE GRAZING LAND-AGRICULTURAL
AREA_ACRES 26
AREA_SQFT 0
NEIGHBORHOOD TRACTS SO.& WEST CARB. - AG
AG
Property Details
Account Information
Garfield County Assessor Data Site
Jim Yellico, 109 8th Street, Glenwood Springs, CO, 81601
(P) 970.945.9134 | (F) 970.945.3953 | (E) jyellico@garfield-county.com
Model Attribute Name Attribute Value
RESI 0
ABSTRACT_CODE FARM/RANCH RESIDENCE-IMPS
BUILDING_TYPE FARM/RANCH
UNITS 1
ACT_YEAR_BLT 2009
BASEMENTAREA 0
FINBSMTAREA 0
HEATEDAREA 1754
CONST_QUAL GOOD TO VERY GOOD
ARCH_STYLE 1-STORY
BEDROOMS 2
BATHS 3
ROOMS 6
AREA_UNITS 1
FRAME WOOD FRAME
AIRCOND CENTRAL
HEATING_FUEL GAS
HEATING_TYPE FORCED AIR
ROOF_COVER CORG METAL
ROOF_STRUCTUR GABLE
STORIES 1
RESI 1
BUILDING_TYPE FARM/RANCH
UNITS 1
ABSTRACT_CODE FARM/RANCH RESIDENCE-IMPS
ACT_YEAR_BLT 2009
HEATEDAREA 1444
BASEMENTAREA 0
FINBSMTAREA 0
CONST_QUAL GOOD TO VERY GOOD
BEDROOMS 2
BATHS 2
ARCH_STYLE 2-STORY
AREA_UNITS 1
ROOMS 5
FRAME WOOD FRAME
AIRCOND CENTRAL
HEATING_FUEL GAS
HEATING_TYPE FORCED AIR
ROOF_COVER CORG METAL
ROOF_STRUCTUR RIDGE FRME
STORIES 2
XFOB 0
BUILDING_NO 1
ABSTRACT_CODE FARM/RANCH RESIDENCE-IMPS
ACT_YEAR_BLT 2009
XFOB_CODE GARAGE 577-863 SF
Garfield County Assessor Data Site
Jim Yellico, 109 8th Street, Glenwood Springs, CO, 81601
(P) 970.945.9134 | (F) 970.945.3953 | (E) jyellico@garfield-county.com
Model Attribute Name Attribute Value
XFOB 1
BUILDING_NO 1
ABSTRACT_CODE FARM/RANCH RESIDENCE-IMPS
ACT_YEAR_BLT 2009
XFOB_CODE OPEN PORCH 251+ SF
XFOB 2
ABSTRACT_CODE FARM/RANCH RESIDENCE-IMPS
BUILDING_NO 2
ACT_YEAR_BLT 2009
XFOB_CODE GARAGE 1152+ SF
XFOB 3
ABSTRACT_CODE FARM/RANCH RESIDENCE-IMPS
BUILDING_NO 2
ACT_YEAR_BLT 2009
XFOB_CODE OPEN PORCH 251+ SF
XFOB 4
ABSTRACT_CODE FARM/RANCH RESIDENCE-IMPS
BUILDING_NO 2
ACT_YEAR_BLT 2009
XFOB_CODE PATIO/CONC 101-250 SF
XFOB 5
BUILDING_NO 165
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
ACT_YEAR_BLT 2009
XFOB_CODE SHOP BLDG. (GOOD)
XFOB 6
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 165
ACT_YEAR_BLT 2009
XFOB_CODE OPEN PORCH 101-250 SF
XFOB 7
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 189
ACT_YEAR_BLT 2009
XFOB_CODE SHOP BLDG. (GOOD)
XFOB 8
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 9
ACT_YEAR_BLT 2009
XFOB_CODE SHOP BLDG. (GOOD)
Garfield County Assessor Data Site
Jim Yellico, 109 8th Street, Glenwood Springs, CO, 81601
(P) 970.945.9134 | (F) 970.945.3953 | (E) jyellico@garfield-county.com
Model Attribute Name Attribute Value
XFOB 9
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 10
ACT_YEAR_BLT 2009
XFOB_CODE SHOP BLDG. (GOOD)
XFOB 10
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 10
ACT_YEAR_BLT 2009
XFOB_CODE OPEN PORCH 25-100 SF
XFOB 11
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 12
ACT_YEAR_BLT 2009
XFOB_CODE SHOP BLDG. (GOOD)
XFOB 12
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 13
ACT_YEAR_BLT 2009
XFOB_CODE FRAME SHED AVG
XFOB 13
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 14
ACT_YEAR_BLT 2009
XFOB_CODE FRAME SHED AVG
XFOB 14
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 15
ACT_YEAR_BLT 2009
XFOB_CODE SHOP BLDG. (GOOD)
XFOB 15
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 16
ACT_YEAR_BLT 2009
XFOB_CODE SHOP BLDG. (GOOD)
XFOB 16
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 17
ACT_YEAR_BLT 2009
XFOB_CODE HAY SHED GOOD
Garfield County Assessor Data Site
Jim Yellico, 109 8th Street, Glenwood Springs, CO, 81601
(P) 970.945.9134 | (F) 970.945.3953 | (E) jyellico@garfield-county.com
Model Attribute Name Attribute Value
XFOB 17
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 18
ACT_YEAR_BLT 2009
XFOB_CODE FRAME SHED AVG
XFOB 18
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 19
ACT_YEAR_BLT 2009
XFOB_CODE POLE SHED AVG
XFOB 19
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 20
ACT_YEAR_BLT 2009
XFOB_CODE POLE SHED AVG
XFOB 20
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 21
ACT_YEAR_BLT 2009
XFOB_CODE HAY SHED GOOD
XFOB 21
ABSTRACT_CODE OTHER BLDGS.-AGRICULTURAL
BUILDING_NO 18
ACT_YEAR_BLT 2009
XFOB_CODE OPEN PORCH 25-100 SF
Property Images
Garfield County Assessor Data Site
Jim Yellico, 109 8th Street, Glenwood Springs, CO, 81601
(P) 970.945.9134 | (F) 970.945.3953 | (E) jyellico@garfield-county.com
Garfield County Assessor Data Site
Jim Yellico, 109 8th Street, Glenwood Springs, CO, 81601
(P) 970.945.9134 | (F) 970.945.3953 | (E) jyellico@garfield-county.com
Garfield County Assessor Data Site
Jim Yellico, 109 8th Street, Glenwood Springs, CO, 81601
(P) 970.945.9134 | (F) 970.945.3953 | (E) jyellico@garfield-county.com
MIN 1' 1. MIN
24" 24" (TYPE A) I ,--L.Af'oiDSCA. AREA COVER \IEGETA.TION, NA TI VE OR
6 " FILTER FABRIC (TYP) v Oll<ER ~ABLE 'IEGf:T'"'IE COVER 4"PERFDRA)JE7D DO NOT BLOC K"" -h
24" 6 ..
!=>,;;.=t:P:VC~(TY~P~~---t-_IH~O~L~E~SIN=P[I&~~tL\.-\===L_~k::::: ..-r-" . TOPS~L
SELECT BACK FILL J ~;:(:.----=~c+==--+-----t~-t-\\-__ ~,,..--"-_l NA]VE SOIL 1 '.f _j_
1 2" Ml I ;;oM I CLEAN BAC KFI L~ \ 1Y P£<\ UNITS ARE 24 "x48"X7"
eurn fABRI C n I r 0 THEI~DRAI N UNITS
MIRAFl N-140 . . Ill . . ·.·-. llllli I . SHAJ BE INSTALLED
·
7
:: .lll ll l llllil\illJ t :;, ·_ m ll.111 .• >>:<JlJ11Jltl~-:-·. .. ~~Eci0sf~~ WITH 24 ~ ; ; : :' ::: :: :::.~·~; :: ;: ; ': : _; •;:. ·:::.·.:-:: ~:c: ·: .. 1<·C ;. :. ·: :::.~.: ;~:.. FACI'-J P.
. , MWII .l li::.tit>'.'l '''i l l~[ll_:ill~ll ij . '''71-111=1 11-I ll-ill
__/ IN_sTALLER SHALL INSTALL A 24 • lAYER OF WASHED
NATIVE SOl" MED IU M TO COURSE CONCRETEAN~7~s~~~~~~· MANUAL FOR DETAILS SEE ELJEN IN-DRAIN DESIGN
TYPICAL CROSS SECTION
EXISTING GRAD)E--,
DIS1RIBUTION BO X W/
RISER AND LID AT THE
SURFACE
PROPOSED GRADE:---,_
4" PERFORATED
DIS1RIBUTION LATERALS
NOlO SCALE
TWO WAY CLEAN OUT --,.
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PROPOSED HOUSE
EFF LUENT DRAIN LINE
AT MINIMUM 2% SLOPE
INSP ECTION PORT --,.
SEPnC TANK
\
EFFLUENT DISCHARGE LINE
AT MIN IMUM 2% SLOPE
TWO WAY CLEAN OU T
IN TERMEDIATE MINIMUM
EVERY 1 00' OR AT BENDS
IS1RIBUTION U NES
IT MINIM UM 2 % SLOPE
CRC3 SECTION SLOPE DEIAIT.
N.T.S.
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Contact:
Hans Schenk
970 626 2621
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oet:: wo
Blo Septic Components, LLC
317 Tower Rood South
Ridgeway, CO B1432
VEGATATION --...._
TOPSOIL LAYER---...._
MIN. 5 "
AERA TED SO IL ZONl·--..__
FILL LAYER OF---......._
NATIVE SOIL
FILTER FAE3RIC:--......
(see section detail)
PER FORA JED PVC ---..,_
DIS1RIBUTION PIPE
IN-DRAIN UNIT
S1RAPP ING --...._
CUSPATED PL AS TIC CORE--~
NON-WOVEN FILTER FAEIRIG'---..._
24" FILTER SAND
US E ClEAN CON CRETE
SAND
NATIVE SOIL.--...._
CALL BEFORE YOU DIG
CALL UTIUTY NOTIRCA liON
CENlER OF COLCRADO ~1~£~~~~7 ~ CAU. lHIO IIIDS IIA'!S 0 -NU
lmlll£ '1W lliCI. IIWI£. Ill IDO:AVAlE
fill liE-,-WEI&RU1111E
Desjgn Cglcylgtion s Buj ldjog C OWS
The design fl ow is calculated os follows:
Single family 2 -bedroom population c. 2 person/bedroom =4 persons.
From th e State I. S. D. S . Regulat1ons:
Max. Design flow (Qd) = # of people x (ovg. flow) x 1.! go l/person/doy.
Gallons per day per pers on for the subject house = 75Jal/person/doy
Design flow Qd = 450 gpd
Septic Tank Design
V = 450 gol/doy • 1.25 days = 563 gallons.
Use 0 1000 gallon, dual co mpartment septic tank.
OWS SYSTEM NOTES
1. ALL MA TERIA LS AND INSTALLATION SHALL CONFORM TO STATE AND
COUTNY INDIVlDUAL SEWAGE DISPOSAL SYSTEM (ISOS) REGULATIONS.
2 . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL
UTILITY COMPA NI ES FOR FIELD LOCATIONS OF UTILITI ES PRIOR TO
CONS1RUC TION AND EXCAVATION .
3 . ALL SEWER LINES TO BE SDR-35 BEDDED IN CLASS 6 . SDR-26 BEDDED IN
SCREENED NATIVE OR SCHEDULE 40 P.V.C. PIPE BEDDED IN SCREENED NATIVE MA TERI AL UNLESS NOTED OTH ER\\1 SE.
4 . INSTALL A TWO-WAY CLEAN OUT ON THE SERV1CE LINE FROM THE HOUSE.
5. THE CON1RACTOR SHALL ENSURE ALL SEWER UNES AND SEPTIC TANKS ARE
WATERnGHT. ANY POTENTIAL PLUMBING LEAKS SHALL BE REPA IRED TO AVOID
EXCESSIVE WATER ENTERING THE SEPTIC SYSTEM .
6. THE SEPTIC TANK SHALL BE INSTALLED LEVEL ON COMPACTED EARTH. INSTALL
WATERTIGHT RISERS AS NEC ESSAR Y TO BRING ALL REQUIRED ACCESS
POINTS TO THE FINISHED SURFACE GRADE.
7. A SANITARY BAFFLE TE E IS REQU IRED ON IHE SEPTIC TANK INLET AND OUTLET.
INSTA LL !HE INLET AND OUTLET TEES PLUMB AND IN A POSITION TO ALLOW EA SY
INSPECTION AND MAINTAJNANCE OF TANK FROM IHE TANK RIS ERS.
B. WE RECOMM END THE INSTA LLATION OF A 4" EFFLUENT FILTER CONTAINED IN IHE
4" BAFFLE OUTLET JEE OF IHE SEPTIC TANK. !HE FILTER SHOULD BE INSPECTED
EVERY SIX MONTHS. IHE EFFLU ENT FILTER SHALL BE MAIN TA IN ED AND CL EANED
WHEN THE TANK IS PERIOD ICALLY PUMPED OR AS NECCESSARY. INSTA LL A
SUITABL E EXTENSION ON THE FILTER WIIH A HANDLE TO BE WIIHIN 6" BELOW IHE ACCESS LID.
9. THE "TREATMENT BED MUST BE MARKED AND PROTECTED TO PREVEN T DAMAGE
FROM VEH ICULAR AND LIVESTOCK "TRA FFIC.
10. THE EN TI RE 'TREA TMENT BED SURFAC E MUST BE SODDED OR RE-VEGETATED WITH GROUND COVER.
1 1.
12.
13.
14.
15.
THE 1REA TMENT BED SURF ACE MUST BE CROWNED TO DIVERT SURF ACE DRAINAGE AWAY FROM THE BED.
THE DIMENSIONS SHOWN ON THE PLAN INDICATE MINIMUM AREA AND SEPARATI ON DISTANCES FOR THE OWS COMPONENTS.
IHE BED SHALL BE LEVEL WITH DIS1RIBUTION PIPES INSTALLED FO R EQUAL DIS1RIBUTION .
!HE BED SHALL BE OVER EXCAVATED TO ALLOW PLACEM ENT OF A MINIMUM OF
IHE SAND "TREATMENT LAYER. THE BOTTOM SURFACE AND SIDEWALLS OF !HE
"TRENCH TO BE SCARIFIED AND RAKED AS NECCESSARY PRIOR TO PLACEMENT OF THE SCREENED ROCK .
THE 1REA TM ENT BED SHALL BE CONS1RUCTED WITH THE IN-DRAINS UN ITS PLA CED
1\lTH A MINIMUM OF 24" OF CONCRETE SAND BELOW AND ALONG THE SIDES OF
Percolation testin g was performed by Hepw~rth Pawlak Geo'chnica l, Inc . !n the
loc ation of the proposed treatment absorption fiel d. The m-age percolation ro te from 16.
the testin g of .3 ho les was approximately 19 minutes pe r ilh. A rote of 20 m inutes
THE UNITS. THE IN-DRAINS, SAND AND DIS 1RIBU TI ON PIPES SHALL BE PLACED
IN A f iLTER FABRIC ENVELOP E 0VERL1'1NG THE SCREENED ROCK LAYER .
THE MIN IMUM COVER OVER THE TOP OF IHE IN-DRAIN UNITS SH ALL BE 1 D INCHES
NOT TO EXCEED 2 4 ". THE "TRENCH BOTTOM SURFACE AND SIDEWALLS SHA LL BE SCARIFIED AND RACKED IF SMEARING OCCURS.
per inch is used for des ign.
El ge n ln -Droln/Geotextlle Sand FllterTreotment System Arec)eslgn
Average percolation rate of 20 minutes pe r Inch .
Standard absorption area equat ion yields:
A (sf) = (QQ__!(j) \>: where A = Ar e a;
5 t = time in minutes per inJ=20mpi
Qd = flow (gal/doy) -54-Cjpd
A = = 675 +(2Q) ~ = 403 sq. ft
5
E!gen In-Drain/Sand filterTreotment System Design
for use of single pass secondary geotextile sand filter treo1ent system_
Apply siz ing credit redu ction of 4.7 SF' equ iva lent absorpt ioareo per L.F.
A(credit red uction)= A / <4-.7 -<4-03 / 4 .7 -85 LF.
Each In-drain un lt is 2 feet wide by 4 fee t long .
Num ber of Eljen In-Drain uni ts requ ired equals 85 LF'. 4 FT = 21 units.
Initial treatment surface area equal to 85 L.F. x 2 FT :170 S.F. requ ired
Use 24 Eljen In-Drain unit s over approximately 297 S.fof select sand 24" deep.
Total treatment surface area equol to 24 units x 8 Sl= 192 S.F. provided
The total infiltrative surface area is 297 S.F. horizo ntal (~1.1 of J3' x 9' sand bed)
4" EFFLUENT LI N
FROM SEPTIC TANK
DISTR IBUTION BOX LID
AT GROUND SURFACE
RISER SEC TION
~-· SOLID PVC Gl'lTY
DIS1R IBUTION PIP (TYP .)
TO ABSDRP11 DN [ERALS
DISTRIBUTION BOX DETAIL (TUF-TIIE Sl{EMAT)
VARI ES
12" MIN.
4"
7"
24'
N.T.S.
INSTALLATION NOTES
1. THE BED SHALL BE EXCAVATED LE I
INS TALL FILTER SAND AND HYDRO <"ACT .
REPLACE ANY UNSUI TABLE SOIL ORJLDERS
SA ND .
2. THE \\10TH OF THE EXC AVATION SHIBE
LIMITED TO PLACE THE IN-DRAIN Ul AND
SAND. MAINTAIN 12' OF SAND BEnl ROWS
AND 6" AROUND PERIMETER OF IN-,IN UINTS.
3. BOTTOM OF THE 'TRENCH SHALL BE E OF
ORGANIC MA TERI AL AND ROCKS OVE2 INCHES
IN DIAMETER. THE BOTTOM OF THENCH
SHALL BE SCARIFIED OR RAKED . RECE SOI L OR
ROCKS AS NEEDED.
4. THE IN-DRAIN UNITS SHALL BE INS.ED
LEVEL END TO END 1\lTH THE PA IN S1RIP
FACING UP .
5. INSTALL PERFORATED PIPE OVER TfOP OF
THE IN-DRAIN UNITS ON CENTER /SECURE
\11TH ON E ELJEN CLAMP PER UNIT.I ENT
PERFORATIONS DOWNWAR D AT 5 &:>'CLOCK.
6. INSTALL FILTER FABRIC OVER PIPE ' TOP
OF IN-DRAINS AND DRAPE DOWN ·s iDES
TO THE TOP OF THE SAND LA YER.cCURE
FABRIC 1\lTH ClEAN EX CAVA TED FilA TERIAL.
7. BACKFILL IN-DRAIN SYSTEM 1\lTH ~BLE
EXCAVATED FILL FREE OF ROCKS i 2.5
INCHES IN DIAMETER . AVOID EXC E~
COMPACTION OF FILL . AVOID COiolnON
DAMAGE TO SYSTEM 1\lTH EXCAVA EQU IP MENT
B. FIN ISH GRADE TO PREVENT SURFAC
POND ING . REVEGATA TE \11TH APPM TE
GROUND COVER AN D PROTECT FR<ROSION .
17.
1B.
19.
20.
1.
TH E PERFORATED DIS1RIBUTION PIPE , SAND AND THE IN-DRA IN UNITS SHAL L BE
ENVE LOPE D WIIH FlL TER FABRIC. TO THE BOTTOM OF THE
BED. THE TRENCH IN-DRAIN UNITS 111LL BE BACKFILLED TO THE SURFACE WITH
EXCAVATED MATERIAl VOID OF ROCKS. THE BACKFILL MATERIAL SHALL NOT
EXCEED 3" DIAMETER .\ A MIN IMUM 4" DEPIH OF TOPSOIL IS TO BE PLACED ABOVE
THE BACKFJLL TO THE KINISH SURF ACE GRADE.
VERTICAL INSP EC110N PORTS SHALL BE INSTALLED ON THE PERFORATED
DIS1RIBUTION PIPE AT IHE TERMINAL ENDS OF EACH 'TRENCH.
A LL INSTALLATION OF IN-DRAIN UNITS SHALL BE IN CONFORMANCE \11TH THE
MANUFACTURES INSTALLATION INS1RUCTIONS.
I HE ABSORPTION FIELD SHALL BE INSTALLED DISTANCES:
10 feet from any property line.
25 feet from any potable water supply line .
20 feet from any occupied dwel ling.
100 feet from any well, spr ing or cis te m.
25 feet from drainage swole or ditches
50 feet fr om any strea m or water cour se .
DIS1R IBUTION SYSTEM NOTES:
PER THE REQUIRED SETBACK
•
EFFLUENT FROM THE SE PTIC TANK WILL DISCHARGE TO A DIS1R IBUTION BOX.
EFFLUENT WILL BE EQUAL LY DIS1RI BUTED TO THE 1REA TMENT BED VlA INO IV1DUAL 4" DISTRIBU TI ON UNES.
2. WE RECOMMEND IHE INSTALLATION OF AN ORENCO SYSTEMS 4" EFFLUENT
FILTER CONTAINED IN !H E TANK'S 4" OUTLET TEE. THE FILTER SHOULD BE
INSPECTED EVERY SIX MONTHS. MAINTENANCE SHALL INCLUDE ClEANING THE
flLTER EVERY SIX MONTHS MINIMUM AND AFTER PERIODIC PUMPING OF THE TANK.
THE DIS 1RIBU TION SYSTEM SHA LL DIS1RIBUTE FLOW EVENLY TO EACH IN-DRAIN
3. ROW IN THE BED. THE MINIMUM SLOPE OF !HE DISCHARGE LINE FROM THE TANK
TO THE DISTRIBUTION BOX SHALL SHAL L BE INSTALLED AT A MINIMUM ll: SLOPE.
!HE INDIVlDUAL OIS1RIBUTION LINES SHALL BE INSTALLED AT A MINIMUM OF 2
% SLOPE. ALL DISTRIBUTION PIPING. CONNECTIONS AND FITT!NGS SHALL BE
WATERTIGHT AND INSTALLED TO INSURE EQ UAL DIS1R IBUTIONTHROUGH THE SYSTEM.
GENER AL NOTES:
I. THE DWS SYSTEM\ND EXISTING LOT CONDITIONS AS SHOWN
ON THE PLAN AND THE DETAILS ARE BY SOPRIS ENGINEER ING.
THE PROPOSED CONDillONS AREROVlDED BY GRALLA
EQUES1R IAN ARCH ITECTS DRAI'>lNG DATED 9/9/08.
FACILITY
ROAD
GARFIELD COUNTY, COLORADO
PERRY PARCEL DWELUNGS
BUILDING G ONSITE WASTEWATER SYSTEM
SITE PLAN .AND DET.AII.S
OF 2