HomeMy WebLinkAboutApplication - PermitGarfield County No. I (b'J q{ I
Building & Sanitation Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office 945-8212 Inspection Line 384-5003
Job Address: Powerline Road, Rifle
Locality: 2177-112-00-292
Use of Building: storage
Owner: qMCO Corp
Contractor: Cascablr Tanks LLC
Amount of Permit: $1,420.24 Date:
Clerk:
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8"' Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212/ Fax: 970-384-3470 /Inspection Line: 970-384-5003
www.garfield~county.com
Authority. This application for a Building Permit 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
letter of authority, signed by the Owner, must be provided with this Application.
Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department.
Other Permits. Multiple separate permits may be required: (1) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or
County HiglJway/ Road Access or a State Wastewater Discharge Permit.
Void Permit. A Building Pennit becomes null and void if the work authorized is not commenced witllin !80 days of the date of issuance and if work is suspended or abandoned for a period of 180
days after conunencement.
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 of the submittals and aPProval of this Application, a Building Permit will be issued gn:mting permission to me, as Owner, to construct the structure(s) and facilities detailed on
the submittals reviewed by the B<lilding Department.
In consideration of the issuance of the Building Pennit, I agree that land 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 regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location,
construction or usc oftl1e strur..'ture(s) and facility(ies), described above, are not in compliance with County Regu\ation(s) or any other applicable law.
I hereby grant permission to the Building Depa1tment to enter the property, described above, to inspect the work. 1 further acknowledge tlmt the issuance of the Building Permit does not prevent the
Building Official from: (I) requiring tl1e correction of errors in the submittals, 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 Regulation{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 tile Owner, I acknowledge tlmt responsibility for compliance with federal, ~>"tate and local laws and County Regulations rest with me and my authorized agents, including without
limitation my architect designer, engineer and! or builder.
l HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE:
STAFF USE ONLY
Special Conditions:
Adjusted Valuation: Plan Check Fee: 4'1 Permit Fee: ~\,b 7)
Manu home¢ Mise Fees: so, 0 I lo D
0 551 c(
ISDS Fee(f_ Total Fees: 'l"l Fees Paid: Balance Due: BP No & Issue Date: ISDS No & Issued Date:
\'~ ~0 $"S1Q.Lj(\ ~lao 1 5" /• '7 q ll~ J{?A> 1"7 ~/A
Setbacks: OCCGroup: ConstType: ;:JJ--''13 Zoning:
16C s~z
BLDG DEPT: PLNGDEPT:
·~ \\_\ \\ \\ \ 7_ -\ ~~o-, t~ {h \7_~L~.01
A~ ili~VAL DATE APPR( Vl\Dl l 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 batlu·ooms 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 all IBC 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 SIGNATURE DATE
Bapplicationseptember2007
VALUATION FEE DETERMINATION
Applicant
Address
Date
GMCO Subdivision
,:P:;;o:.:w.::;er-"h:-.n-e-=R"'d,... --------'---Lot/Block
.;1.::2i:.;:1;.::8:..:/2:.;:0.::07.:....... __________ Contractor
Finished (Livable Area):
Main
Upper
Lower
Other
Total
Basement:
Unfinished
Square Feet
Valuation
Conversion of Unfinished to Finished
Total Valuation
Garage:
Valuation
Crawl Space
Valuation
Decks/ Patios
Valuation
Covered
Open
sf
sf
sf
sf X $74.68
0 sf
sf X $41.00
sf X $33.68
sf X $18.00
sf X $9.00
sf X $24.00
sf X $12.00
Commercial
Type of Construction: No data for type of bldg use contractor valuation
Occupancy:
4800 sf X $16.67
sf X
sf X
sf X
sf X
sf X
Valuation
Total Valuation #######
Cover-All
0.00
0.00
0.00
0.00
0.00
80,016.00
80,016.00
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
FOR
CONSTRUCTION OF
COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of the work intended under a permit application and expedite
the issuance of a permit it is important that complete information be provided. When reviewing
a plan and it's discovered that required information has not been provided by the applicant, this
will result in the delay of the permit issuance and in proceeding with building construction. The
owner or contractor shall be required to provide this information 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.
Please review this document to determine if yon 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 plan and in order to determine compliance with the
building, plumbing and mechanical codes, applicants are requested to review the following
checklist prior to and during design.
Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and
drawn to scale.
1
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
and original grade line. 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. Check with the Building Department.
A window schedule. A door schedule. A floor framing plan, a roofing 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.
windspeed, wind exposure B or C, and a 36 inch frost depth.
All sheets need 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 IBC, IPC, IMC and IFGC.
Applicants are required to indicate appropriately and to submit completed checklist at
time of application for a permit:
1. Is a site plan included that identifies the location of the proposed structure, additions or
other buildings, setback easements, and utility easements showing distances to the
property lines from each comer of the proposed structure prepared by a licensed surveyor
and has the surveyors signature and professional stamp on the drawing? Slopes of 30%
or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan
for the placement of any pottion 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 surveyors 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 finyl plat with the proposed structure located within the envelope.
Y es,;:'-1"-----
2. Does the site plan when applicable include the location of the LS.D.S. (Individual
Sewage Disposal System) and distances to the property lines, wells (on subject property
and adjacent properties), streams or water courses? This inf01mation must be certified by
a licen.::Jd surveyor with their signature and professional stamp on the design.
Yes No Not necessary for this project __ _
3. Does the site plan indicate the location and direction of the State, County or private road
acces'g the property?
Yes ·
4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a
Colorado Registered Engineer?
2
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
Yes. __ _ No __ Not necessary for this project.)\:_
Are the plans submitted for application review construction drawings and not drawings
that are stamped or marked identifying them as "Not for construction, for permit issuance
only", "Approval drawings only", "For permit issuance only" or similar language?
Yes ,,/ No__ Not necessary for this project __ _
Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the uniform building code or per stamped engineered
design}
Yes_V__ No__ Not necessary for this project __
If the building is a pre-engineered structure, is there a stamped, signed engineered
foun,ion plan for this building?
Yes No__ Not necessary for this project __
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__ Not necessary for project_J__
Do the plans indicate the size and location of the ventilation openings for the attic, roof
joist spaces and soffits? j
Yes__ No__ Not necessaty for this project __
Do the plans include design loads as required under the IBC or IRC for roof
snowloads, (a minimum of 40 pounds per square foot in Garfield County)?
Yes_:l___ No__ Not necessary for this project __
Do the plans include design loads as required for floor loads under the IBC or IRC?
Yes__ No__ Not necessary for this project_J_
Does the plan include a building section drawing indicating foundation, wall, floor, and
rooJnstruction?
Ye No__ Not necessary for this project __
Is the.Jnd speed and exposure design included in the plan?
Yes No__ Not necessaty for this project __
Does the building section drawing include size and spacing of floor joists, wall studs,
ceiling jpists, roof rafters or joists or trusses?
Yes_v'__ No__ Not necessary for this project __
Does the building section drawing or other detail include the method of positive
conn:zion of all columns and beams?
Yes No__ Not necessmy for this project __
3
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
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? (Check applicable zone district for building height maximum)
Yes;,j__ No~~ Not necessa~y for this project __
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? J
Yes__ No__ Not necessary for this project __
Does the plan include a masonry fireplace including a fireplace section indicating design
to comply with the IBC or IRC?
Yes__ No__ Not necessary for this project_j_
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
IBC oriRC?
Yes __ No~-Not necessary for this project_}_
Does the plan include a window schedule or other vedfication that windows provide
natural light and ventilation for all habitable rooms? 1 Yes__ No__ Not necessmy for this project_,J_
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__ Not necessary for this projectJ_
Do the plans include a complete design for all mechanical systems planned for
installation in this building?
Yes__ No Not necessmy for this project_)_
Have all areas in the building been accurately identified for the intended use?
(Occ~rcy as identified in the IBC Chapter 3)
Yes No~~ Not necessaJy for this project. __ _
Does the plan indicate the quantity, form, use and storage of any hazardous materials that
may be in use in this building? j
Yes__ No__ Not necessary for this project __
Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes__ No __ Not necessa~y for this project -J
4
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
Do the plans indicate the location and dimension of restroom facilities and if more than
four employees and both sexes are employed, facilities for both sexes?
Yes__ No__ Not necessary for this project.J__
Do the plans indicate that restrooms and access to the building are handicapped
accessible? J
Yes__ No__ Not necessary for this project __
Have two (2) complete sets of constmction drawings been submitted with the
appl~tion?
Yes No __
Have you designed or had this plan designed while considering building and other
constmction code requirements?
Yes_J__ No__ Not necessary for this project ___ .
Does the plan accurately indicate what you intend to constmct and what will receive a
finaJpection by the Garfield County Building Department?
Yes No __
Do your plans comply with all zoning mles and regulations in the County related to your
zone district? For comer lots see supplemental section 5.05.03 in the Garfield County
Zoni,Resolution for setbacks.
Yes No __ _
Do you understand that approval for design and/or construction changes are required
prior to the implementation of these changes?
Yes;,)__ No __
Do you understand that the Building Departtnent will collect a "Plan Review" fee from
you at the time of application and that you will be required to pay the "Permit" fee as
well as any "Septic System" or "Road Impact" fees required, at the time you pick up your
build~L permit?
Yes No __
Are you aware that you are required to call for all inspections required under the IBC
including approval on a final inspection prior to receiving a Certificate of Occupancy
and ocqupancy of the building?
Yes__L_ No
Are Yilu aware that the Permit Application must be signed by the Owner or a written
authority be given for an Agent and that the party responsible for the project must
comply with the Uniform Codes?
Y es..f.-No __
5
36. 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 between 7:30 a.m. and 3:30p.m. Monday through Friday.
Inspections are to be called in to 384-5003. ~ ~ ~
37. Are you aware that requesting inspections on work that is not ready or not accessible
wil!Jult in a $50.00 re-inspection fee?
Yes No ____ _
38. Are you aware that prior to issuance of a building permit you are required to show proof
of a driveway access permit or obtain a statement from the Garfield County Road &
Bridge Department stating one is not necessary? You can contact the Road & Bridge
Department at 625-8601.
Yes .J' No ___ _
39. Do you understand that you will be required to hire a State of Colorado Licensed
Electrician and Plumber to perform installations and hookups? The license number will
be required at time of inspection.
Yes J No ___ _
40. Are you aware, that on the front of the building permit application you will need to fill in
the Parcell Schedule Number for the lot you are applying for this permit on prior to
submrr:J_'tt I of the building permit application? Your attention in this is appreciated.
Yes No ------
41. Do you know that the local fire district may require you to submit plans for their review
of fire safety issues? Yes No (Please check with the
building department about this requirement)
42. 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
gradill!Jr pe1mit?
Yes -'"-"'-L ____ _
43. Did an Architect seal the plans for your commercial project? State Law requires any
commercial project with occupancy of more than 10 persons as per Section 1004 of the
IBC to prepare the plans and specifications for the project.
Yes ,/ No Not Necessary for this project ____ _
I hereby acknowledge that I have read, understand, and answered these questions to
the best of my ability.
6
C?~f'&~.-~ Signature ~' ' ~
Phone: ~ ~__:s;-:-~ :0 rt; (days); (evenings)
Project Name: (.., sc~~,){-1 I (7ct<\Q
Project Address:\\\~ ljl\ _)~c\\% \\ .1W 1 [(~':3\.J
Note:
If you answered "No" on any of these questions you may be required to provide this information
at the request of the Building Official prior to beginning the plan review process. Delays in
issuing the permit are to be expected. Work may not proceed without the issuance of the permit
*If you have answered "Not necessary for this project" on any of the questions and it is
determined by the Building Official that the information is necessary to review the application
and plans to determine minimum compliance with the adopted codes, please expect the
following:
A The application may be placed behind more recent applications for building permits in
the review process and not reviewed until required information has been provided and the
application rotates again to first position for review.
R Delay in issuance of the permit
C. Delay in proceeding with constmction.
*If you answered "No" to this question the circumstances described in the question could result
in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued.
Bpcomm
October 2006
7
PLAN REVIEW CHECKLIST
Applicant u lVI. ( 0 Date I?__ -( r ~o7
Building
~gineered Foundation
~riveway Permit {t.J<,, "> W\...
-LL.__Surveyed Site Plan
-.;'-vN-'51?
(
-f4!_Septic Permit and Setbacks
~Grade/Topography 30%
~Attach Residential Plan Review List
~\l!inimum Application Questionnaire
J4d..._ Subdivision Plat Notes
J4rk_Fire Department Review
~aluation Determination/Fees
LRed Line Plans/Stamps/Sticker
.J.Jt__ Attach Conditions
Planning/Zoning
--L.LYfoperty Line Setbacks
.._/30ft Stream Setbacks
_.__L__Flood Plain
~Building Height
~Zoning Sign-off
A Road Impact Fees
.J4u_JIOAIDRC Approval
~Grade/Topography 40%
_tL Planning Issues
__1:jt_ Subdivision Plat Notes
___l..LApplication Signed I. "i" \ 11 5 ; 3 .A... rc
L<--1-\..A-""'-' .f. f._ ..;::.j () 111> G<
~Plan Reviewer To Sign Application
LParcel/Schedule No .
.t.\1_ 40# Snowload Letter-Manf. Hrns.
GENERAL NOTES:
No. ~~ 0--~-1_._q ~f _
P BUILDING PERMIT CARD
Job Address ~"€__,~ /£J · ~, Co Y /b. ?u " , . . .
Owner Gf!1 C 0 ~~A • Address f, D fi5Vj(l J)D (2 'cf.c.g,p'K;f;/J Tcr~-c:. S ]!.'-'
/'•, ~ ~ ._Ll)n rfV\c< -11.. #.~ ?'lb)~ . Contracto~.td-C-~IL.e e<J ~ '--Address '-...-{...AJ Kv<_ r).[ b ~~Phone #C(7o ·:St.. 1-I Y '-1 7
Setbacks: Front Rear RH .Jl:/.~ .f~~~_3b .&~.Ji--. INSPECTIONS '0~(~ CCI
Soils Test Q Weatherproofing 9'·-r;.c::--o S
Footing Mechanical ____________ _
Foundation & £J J;J ~:;;~ I~ 'S r4 /(YfiVL Electrical Rough (State)__:_.,--=-------
Grout Electrical Final (State) ,;2-7 ·· c? R
Underground Plumbing Fina.l _'Y'··/5-c?'JlfChecklis~C . ~ted? pi1~qW,
Rough Plumbing Cert1f1cate Occupancy # _:::2_"'\rl _ _
Framing ,tz-/.._;;;:=. & 8: Date /,5sue t::'::>f·~ ·D.
Insulation Septic System # _......Ljl)=-/-f,!....A!...__ ______ _
Roofing '1' >Is--0 8' Date ___ 7 ________ _
Drywall Final __________ _
Gas Piping Other ---------------
NOTES
(continue on back)
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at ./l;wtz;l!__ t:../ 4/fi-
Permit No. / 0' ZV
I have this day inspected this structure and these
premises and found the following corrections needed:
Af</AV ~ I
0 Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date c:;?:.-/ s-20 t? .$'
Building Inspector C2::::-d-z _::__~:::~=-~-?c..-__.
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 ___~7:....~,.l~';~t,'£/"'-----'~---'t7"--'nJ,"-"· =10J.k~:~<~--.e:..f__,Kc/-.:<a.~-
Permit No. -~.L/;.c:_!)-"-1_.1'-'-/ ________ _
I have this day inspected this structure and these
premises and found the following corrections needed:
lean 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 C(-5 20-t/~
Building Inspector IJi..J.c'./771.;;:},_"""-*--<--
Phone (970) 945-8212
/
-; .• ~· <
.----------------------------------------. ·iJSPECTION Will NOT BE MADE UNLESS
lfi' THIS CAfiD IS POSTED ON THE· JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
\~, BUILDING PERMIT
GARFIELD COUNTY, COLORADO
.,;v~/o7 ; , .t · /01q I
Date Issued!::..{·········f···········Zoned Area .•....••..•.................... Permit No .•...•.........••.....•. L .....
(AGREEMENT
In considerati<!n of the iss11ance of tljjS'permit, the applicant hereby agrees to comply with all
laws and regulations related to the ;iiining, location; construction and erection of the proposed
structore 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
Inspector and IMMEDIATELY BECOME NULL AND VOID.
use $\t>tt!\e '
Address or Legal Description, ____ ..-J'f?o~C),w~etL\JJ\u:VIe~.-LY.'<tlL·--'~""'\!-'~\!:e~------
OwnerCi'M£.D RIM? Contractor C.oc;,rot:l r 'tfuW~\,LC.
Setbacks Front Side Side Rear
Tbis Card Must Ile Posted So It is Piailtly Visible From Tbe Street Until Final Inspection.
":'(."
·~ .. ,-, INSPECTION RECORD
Footing j~ ~-D/ ... /Jm Driveway
Foundation \
Underground Plumbing Insulation
Rough Plumbing Drywall
Chimney & Vent Electric FiDial (by State Inspector) 53-7-o a'
Gas Piping Final 't -/s--o I? -;:;;40.
Electric Rough (By State Inspector) Septic Final
Framing 1"-!s= c:>:3 Notes:
(To include Roof in place and Windows
and Doors installed).
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE· COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
P08ox2844
Glenwood Springs, CO 81602
Ph971J.618-S033
Fax 303-216·2796
December 27th, 2007
Phil Vaughan Construction Management
C/o Phil
1038 County Road 323
Rifle, CO 81650
Installation Observation, Proposed Office
Highway 6 and 24, East of Rifle, Cascade Tanks
Garfield County, Colorado
Mr. Vaughan,
Project No. 1421
ALL SERVICE septic, LLC performed an installation observation on December 191h 2007 for the
subject property.
The installation included a 1000-gallon, two-compartment precast concrete septic tank with an
effluent filter, followed by 2 rows of 12 'Quick-4' chambers, for a total of24 chambers, equaling 237
SF of drain field. Effluent is distributed with a concrete distribution box.
The OWS was installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes
are made to the OWS.
LIMITS:
The observations were based on information submitted. If conditions are different from conditions
described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS
construction must be according to the county regulations. The installer should have documented and
demonstrated knowledge of the requirements and regulations of the county in which they are
working.
Please call with questions.
Sincerely,
A~~,§~~ septic, LLC
Timo{y RPetz
3 copies sent
Copy sent to Garfield County
JAN 0 4 2008
Pro. No. 1421
DRIVE t OWS AS-BUlL T DRAWING PROPOSED BUILDING
SCALE
1" = 40'
NORTH
PROPOSED OFFICE BUILDING
(SUBJECT BUILDING) \
~
/CLEANOUT CONCRETE DISTRIBUTION BOX
WITH BAFFLE
1000-GALLON,
TWO-COMPARTMENT,
PRECAST CONCRETE
SEPTIC TANK WITH 4"
ORENCO(tm)
EFFLUENT FILTER ON
OUTLET
(SEE DETAIL}
THE LOCATION OF EXISTING AND PROPOSED
IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A
PROPERlY SURVEY. THE LOCATIONS ARE APPROXIMATE.
IT IS THE HOMEOWNERS DUTY TO ENSURE ALL
CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE
ACCURATE. ALL SETBACK DISTANCES SHOULD BE
CONFIRMED PRIOR TO EXCAVATION.
CASCADE TANKS
HIGHWAY 6 AND 24
TWO GRAVELLESS CHAMBER TRENCHES
WITH 'QUICK-4' CHAMBERS.
EACH TRENCH HAS 12 CHAMBERS FOR A
o::~--t-----TOTAL OF 24 CHAMBERS EQUALING 237 SF
(:;1 OF INFILTRATIVE AREA.
LU
() z
LU
LL.
OBSERVATION PIPES
ALL
Project No. 1421
GARFIELD COUNTY, COLORADO
SERVICE SEPTIC, LLC
970-618-5033
Parcel Detail Page 1 of4
Garfield County Assessor/Treasurer
Parcel Detail Information
A~,5Q~,>m:[!):e45llicLPJ9PcitYSc<Jich I A$~J)ssor Subset .. Q\lQiy I Assessor Sales Search
C:lcdL~ E~c9r4~LR~GcPti9n Sc<lrch
Parcel Detail I Value Detail Sales DetQ.il I Residential/Commercial Improvement Detail
Land Detail I Photographs
/ Tax Area 1/ Account Number II Parcel Number II Mill Levy I
I 021 II R210759 II 2m112oo292 II 45.694 I
Owner Name and Mailing Address
/GMCO CORPORATION I
IPOBOX 1220 I
/CARBONDALE, CO 81623 I
Legal Description
ISECT,TWN,RNG:ll-6-93 DESC: SENW, I
jALSO A PORTION OF THE SWNW, EXCEPT I
12.00 AC. DESC: DESC. IN 687/355. I
IPRE:R210489 BK:0575 PG:0748 BK:0490 I
IPG:0467BK:0290 PG:0465 BK:0233 I
IPG:0562 BK:0093 PG:0550 BK: 1783 I
IPG:361 RECPT:694790 BK:1699 PG:197 I
IRECPT:676646 BK:1692 PG:294 I
IRECPT:675329 BK:1625 PG:554 I
/RECPT:660512 BK:1625 PG:552 I
IRECPT:660511 BK:1449 PG:744 I
/RECPT:623490 BK: 1238 PG:20 I
IRECPT:577667 BK: 1119 PG:222 I
/RECPT:541714 BK:0685 PG:0194 I
Location
http:l/www. garcoact.com! assessor/parcel.asp ?ParcelN umber=217711200292 12/12/2007
Parcel Detail Page 2 of 4
Physical Address: 11228 POWER LINE RD RIFLE I
Subdivision: I
Land Acres: 1152.45 I
Land Sq Ft: 110
I Section II Township II Range I
I 11 II 6 II 93 I
Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: II 685,42oll 198,7701
I Im~rovements: II 37,54011 10,8901
I Total: II 722,96011 209,6601
Sale Date: 115/26/2005
Sale Price: 1/1,160,600
Basic Building Characteristics
Number of Residential
/o I Buildings:
I Number of Co?I~ndll 2 Bmldmgs: I
I Commercial/Industrial Building Occurrence 1 Characteristics I
I TOTAL HEATED AREA: I 0
I ABSTRACT CODE: IIWAREHOUSE/STORAGE-IMPs.l
I ARCHITECTURAL STYLE: IJw AREHOUSE I
I EXTERIOR WALL: IIPREF AB MTL I
I ROOF COVER: IICORG METAL I
I ROOF STRUCTURE: IIGABLE I
I INTERIOR WALL: IIMINIMUM I
I FLOOR: IIcoN oN GRD I
HEATING FUEL: IIELECTRIC I
HEATING TYPE: IIUNIT HEATR I
STORIES: llsTORIES 1.0 I
BATHS: I 0
I UNITS: 11
http://www .garcoact.com/assessor/parcel.asp?ParcelNumber=217711200292 12/12/2007
Parcel Detail
III
F========BE=D==R==O===O==M='=S:=llflo===========ll
.· YEARBUILT:IIl974 I
Tax Information
Tax Year II Transaction Type Amount I
2006 II Tax Payment: Whole ($7,369.52)1
2006 II Tax Amount $7,369.521
2005 Tax Payment: Whole ($700.46)1
2005 Tax Amount $700.461
2004 Tax Payment: Whole • II ($768.16)1
2004 Tax Amount I $768.161
2003 Tax Payment: Whole ($851.98)1
2003 Tax Amount $851.981
2002 Tax Payment: Whole ($783.60)1
2002 Tax Amount $783.601
2001 Interest Charge $56.031
2001 Tax Payment: Whole ($800.44)1
2001 Interest Payment II ($56.03)1
2001 Fee Payment II ($30.25)1
2001 II Fee Charge II $30.251
I 2001 II Tax Amount II $800.441
2000 II Fee Payment ($24.50)1
2000 II Interest Payment ($54.75)1
2000 II Interest Charge $54.751
2000 II Tax Payment: Whole ($782.20)1
2000 II Fee Charge $8.001
2000 II Fee Charge $16.501
2000 II Tax Amount $782.201
1999 II Interest Payment ($7.84)1
1999 II Interest Charge $7.841
1999 II Tax Payment: Whole ($784.26)1
1999 II Tax Amount $784.261
Top of Page
As§essoLDatah<!seSew:<::hQplion~ I Treasurer Database Search Option~
Clerk &: Recorder12<!t<!b<lse Se<!rchOPtions
http://www .garcoact.com/assessor/parcel.asp?ParcelN umber=217711200292
Page 3 of4
12112/2007
T CTliTHOMP~ON
GEOTECHNICAL INVESTIGATION
CASCADE TANKS, LLC
GMCO PARCEL
GARFIELD COUNTY, COLORADO
Prepared For:
PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC.
1038 County Road 323
Rifle, CO 81650
Attention: Mr. Phil Vaughan
Project No. GS0511 0-125
234 Center Drive I Glenwood Springs, Colorado 81601
Telephone: 970-945-2809 Fax: 970-945-7411
November 7, 2007
TABLE OF CONTENTS
SCOPE
SUMMARY OF CONCLUSIONS AND RECOMMENDATIONS
SITE CONDITIONS
PROPOSED CONSTRUCTION
SUBSURFACE CONDITIONS
SITE EARTHWORK
Excavation
Fill
FOUNDATIONS (ALUMINUM BUILDING)
Helical Piers
FOUNDATION (MODULAR BUILDING)
Footings
SLAB-ON-GRADE
BELOW-GRADE CONSTRUCTION
SURFACE DRAINAGE
LIMITATIONS
FIGURE 1-APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS
FIGURE 2-SUMMARY LOGS OF EXPLORATORY BORINGS
FIGURE 3-SWELL-CONSOLIDATION TEST RESULTS
FIGURE 4-GRADATION TEST RESULTS
TABLE 1-SUMMARY OF LABORATORY TEST RESULTS
PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC.
CASCADE TANKS, LLC
PROJECT NO. GS05110-125
S:IGS05110.000\125\2, Reports\GS05110 125 R1.doc
1
1
2
2
2
3
3
3
4
4
5
5
6
6
6
7
SCOPE
This report presents the results of our geotechnical investigation for the
aluminum building and modular office planned on a leased area of the GMCO parcel
in Garfield County, Colorado. The purpose of our investigation was to evaluate the
subsurface conditions at the site and provide geotechnical engineering
recommendations for design and construction of buildings. This report was prepared
from data developed during our field exploration, laboratory testing, and engineering
analysis and our experience with similar conditions. The report includes our opinions
and recommendations for design and construction of foundations. The
recommendations contained in the report were developed based upon our
understanding ofthe planned construction. If construction plans change, we should
be consulted to check that the recommendations herein are appropriate. A brief
summary of our conclusions and recommendations is presented below.
SUMMARY OF CONCLUSIONS AND RECOMMENDATIONS
1. Subsoil conditions encountered in our borings consisted of about 1 to
2.5 feet of gravel fill over clay. The clay was underlain by natural gravel
at depths of about 21 to 23.5 feet. Ground water was encountered in
our borings at 21 to 23 feet during drilling.
2. We understand that helical piers are planned to support the aluminum
building. A helical pier foundation system is appropriate for support of
the aluminum building. Helical piers should extend to the natural
gravels. Helical pier lengths of about 25 feet are anticipated.
3. In our opinion, the clay soil is suitable for support of footing
foundations for both the modular building and aluminum building.
Design criteria for footings are presented herein.
4. Surface drainage should be designed to provide runoff of surface water
away from the buildings.
PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC.
CASCADE TANKS, LLC
PROJECT NO. GS05110-125
S:IGS05110.000\12512. Reports\GS05110 125 R1.doc
1
Ground water was encountered in our borings at 21 to 23 feet during drilling.
Observations during drilling and results of penetration resistance tests indicated the
clay was soft to stiff and the gravel was dense to very dense.
Samples obtained from our exploratory borings were returned to our
laboratory for testing. Laboratory testing to verify field classifications and judge soil
strength was performed. Swell-consolidation test results are shown on Figure 3.
Gradation test results are shown on Figure 4. Laboratory test results are summarized
on Table I.
SITE EARTHWORK
Excavation
Excavations in the soils at this site can be accomplished with conventional,
heavy-duty excavation equipment. The soils will classify as Type Band Type C soils
based on OSHA guidelines. Contractors are responsible for site safety and providing
and maintaining stable excavations.
Proper placement and compaction of fill and backfill adjacent to building
foundations is important to maintain positive drainage away from buildings and
reduce surface water infiltration in backfill. We expect that the on-site soil can
generally be used as backfill. The fill and backfill soils should be placed in loose lifts
of 8 inches or less, moisture-treated to within 2 percent of optimum moisture content
and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry
density.
PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC.
CASCADE TANKS, LLC
PROJECT NO. GSOS110-125
S:IGS05110,000\125\2. Reports\GS05110 125 R1.doc
3
FOUNDATIONS {ALUMINUM BUILDING)
We understand a helical pier foundation system is planned to support the
aluminum building. Helical piers should extend through the clays to the natural
gravels. We did not evaluate the existing slab-on-grade at the location. Some
movement of the slab-on-grade may occur. Design criteria for helical piers are
presented below:
Helical Piers
1. In general, manufactured helical piers are available with allowable
mechanical capacities between 30 and 50 kips. Helical pier bearing
capacity shall be verified in the field using manufacturer recommended
capacity/torque ratios. A minimum factor of safety of 2.0 is required
between ultimate and allowable capacity.
2. Contractor shall use the number and size of helical blades required to
achieve the required depth, torque, and capacity. However, the ratio of
allowable capacity specified by the structural engineer and the total
area of helical blades {in square feet) used by the contractor shall not
exceed 75,000 pounds per square foot.
3. In order to bear on the gravel below the clay, helical piers will likely
have lengths of 25 feet. Longer piers may be required to achieve
specified installation torque.
4. Helical piers should be installed as close to vertical as possible unless
a batter is required to resist lateral loads. Lateral loading conditions
should be analyzed during design.
5. The helical pier cap and the connection between the pier and the
building should be designed to resist both tension and compression. A
structural engineer should design this connection.
6. Installation of helical piers should be observed by a representative of
our firm to confirm the depth and installation torque of the helical piers
are adequate.
PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC.
CASCADE TANKS, LLC
PROJECT NO. G$05110-125
S:\GS0511 0.000\125\2. Reports\GS0511 0 125 R1. doc
4
FOUNDATIONS (MODULAR BUILDING)
Our subsurface information indicates that clay soil will be encountered at
foundation elevation for the modular building. The aluminum building could also be
founded on footing foundation sized with the criteria provided below. in our opinion,
the clay soil is suitable for support of footing foundations. We expect the modular
building will be supported by a pad system and tied down with an anchor system to
resist lateral loads. We did not observe or test the placement of fill on the site. We
should be provided with records of fill placement, if available. The fill may experience
some settlement when loads are applied. Our representative should be called to
observe subsurface conditions exposed in the completed foundation excavation to
confirm that the subsoils are as anticipated. Design criteria for footing foundations
are presented below.
Footings
1. Footing foundations should be supported by the undisturbed, clay soil.
Soils loosened during excavation or the forming process should be
removed so the soils can be recompacted prior to placing concrete.
2. Footings supported by the undisturbed, clay soil can be designed for a
maximum allowable soil pressure of 2,000 psf.
3. Continuous wall footings should have a minimum width of at least 16
inches. Foundations for isolated columns should have minimum
dimensions of 24 inches by 24 inches. Larger sizes may be required,
depending upon foundation loads.
4. Grade beams and foundation walls should be well reinforced, top and
bottom, to span undisclosed loose or soft soil pockets. We
recommend reinforcement sufficient to span an unsupported distance
of at least 10 feet. Reinforcement should be designed by the structural
engineer.
5. The soils beneath exterior footings should be protected from freezing.
We recommend the bottom of footings be constructed at a depth of at
least 36 inches below finished exterior grades for frost protection or
insulated in accordance with an engineered shallow frost protected
foundation design. The Garfield County building department should be
PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC.
CASCADE TANKS, LLC
PROJECT NO. GS05110-125
S:\GS05110.000\12512. Reports\GS05110 125 R1.doc
5
consulted regarding required frost protection depth and exceptions to
frost depths that may apply.
SLAB-ON-GRADE
We understand that new slab-on-grade construction is not planned. We did
not observe the soils below the existing slab-on-grade. Some movement ofthe slab-
on-grade may occur.
BELOW-GRADE CONSTRUCTION
We understand that below-grade construction is not planned. If plans change
and below-grade construction is desired, we should be contacted to provide
recommendations for lateral earth pressures and drain systems.
SURFACE DRAINAGE
Good surface drainage is important to the performance of foundations and
slabs-on-grade. The risk of wetting of soils can be reduced by carefully planned and
maintained surface grading. We recommend the following precautions be observed
during construction and at all times after the buildings are completed.
1. The ground surface surrounding the exterior of the buildings should be
sloped to rapidly convey surface water away from the buildings in all
directions.
2. Backfill should be placed and compacted as outlined in the Fill section.
3. Impervious plastic membranes should not be used to cover the ground
surface immediately surrounding the buildings. These membranes
tend to trap moisture and prevent normal evaporation from occurring.
Geotextile fabric such as Mirafi or Typar can be used on the ground
surface immediately surrounding the buildings for weed growth
control.
4. The building should be provided with gutters and downspouts. Splash
blocks or extensions should be provided at all downspout and
discharge points.
PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC.
CASCADE TANKS, LLC
PROJECT NO. GS05110·125
S:\GS05110.000\125\2. Reports\GS05110 125 R1.doc
6
lf .. -
.-
!.
LIMITATIONS
Our exploratory borings were located to obtain a reasonably accurate picture
of the subsurface below the proposed bui ldings. Variations in the subsurface
conditions not indicated by our exploratory borings will occur. We should observe
foundation excavations to confirm that the so ils are as anticipated from our
exploratory borings. A representative of our firm should observe and document
installation of helical piers.
This investigation was conducted in a manner consistent with the level of care
and skill ordinarily exercised by the members of our profession currently practicing
under similar conditions in the locality of this project. No warranty, express or
implied, is made. If we can be of further service or if you have questions regarding
this report, please call.
CTL I THOMPSON, INC.
(5 copies sent)
PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC.
CASCADE TANKS, LLC
PROJECT NO. GS05110·125
S:\GS05110.000\12512. Rcports\GS05110 125 R1.doc
7
NOT TO SCALE
Phil Vaughn Construction Management
Cascade Tanks, LLC
Project No. GS05110-125
Existing concrete slab~
TH-2~eTH-3
Existing modular
office building
Cascade Tanks, LLC Parcel
• TH-1
Powerline Professional Park
"0 c
0 a::
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t:
1:
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GMCO Parcel
Powerline Professional Park
Approximate
Locations of
Exploratory
Borings
Fig. 1
TH-1 TH-2
0
5 10/12
10 8/12
15 3/12
20 13/12
25
30
30
Project No. GS0511 0-125
TH-3
15/12
10/12
43/12
0
5
10
15
20
25
30
30
:3 .., .. .. -
SUMMARY LOGS OF EXPLORATORY BORINGS
LEGEND:
NOTES:
1.
2.
Fill, gravel, aggregate base course,
clean to silty, moist, dense, gray,
tan.
Clay, sandy, soft to stiff, slightly
moist to wet, brown, (CL)
Gravel, silty, dense to very dense,
moist to wet, brown, gray. (Gt.4)
Drive sample. The symbol 10/12
Indicates that 1 0 blows of a 140
pound hammer falling 30 Inches
were required to drive a 2.5 Inch
O.D. California sampler 12 Inches.
Drive sample. The symbol 43/12
Indicates that 43 blows of a 140
pound hammer falling 30 Inches
were required to drive a 2.0 Inch
O.D. standard sampler 12 Inches.
Indicates free ground water level
measured on the day of drilling.
Exploratory borings were drilled on
October 23, 2007 with 4-lnch
diameter, solid-stem auger and a
track-mounted drill rig. Exploratory
borings were backfilled Immediately
after drilling operations were
completed.
Locations of exploratory borings are
approximate.
3. These exploratory borings are
subject to the explanations,
limitations and conclusions as
contained In this report.
Fig. 2
6
5
2
0
·1
·2
·3
z 0 ·4
en z < a. ·5 X w
;!.
z Q 6
en en w
0:: ·7 a. :;:
0 u
-,--, I -,-'
-; ----,---,--,-
- - T -
'
ADDITIONAL COMPRESSION UI\JDER
CONSTANT PRESSURE DUE TO
WETTING
-,--
-,-----, --,-----,---,---,---c---,--,--,---I - - -
'
> I I I 1 ' I I --- - -I - --,---, --,--,-I -,-,-- - - - - - -"i - - - -
' I I ' L 1 I ' I
--------,--~----· --,-~------------,--
'
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' ' '
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' ' ' ' ----,----,----·
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' ' '
------_!---_ _!_-_,_---'--'-_,_ l-'-'---------'-----'---_1_ ---'--'--1-! -'-1------__ _i_----l--_I __ _! __ , _ __!_ L _,_
t I I I I I I I L I 1 I I I i I I I
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_j --·--_!-·-_,_-_.) __ ,_ ·-'-j_ -' _____ _! ____ j_ ___ , __ _j __ , _ _,_ -'-'-_____ _l ____ J_ ___ , __ _[ _ _I _ _j_L_!_
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____ _j ____ J ___ I--~--·-~-~~-~-------J
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I I I 1 I I I I
'
- - --- - --' - - - -" - - -,_ -__] -_,_ -1-j_ _,-,_ ----'-----'----l--..J--1--l-j_ -1-l---------'-----.J----·--..J --1-..J_ L -1
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' ' ' I L < I 1 I
'
-8~----~----~----~----------------------------~--~~~~~~
0.1 1.0 10 100
APPLIED PRESSURE -KSF
Sample of
From
CLAY, SANDY (CL)
TOT 1 AT 4 FEET
DRY UNIT WEIGHT=
MOISTURE CONTENT=
__ 1'-c1c::3c.__ PCF
12.6 %
Phil Vaughan Construction Management
Cascade Tanks
PROJECT NO. GS05110·125
Z:\GS05110.000\125\6. Calcs\511 OSWELL.xls
-~-
Swell Consolidation
Test Results
FIG. 3
HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR 7 HR TIME READihlGS U.S STAh!DARD SERIES CLEAR SQUARE OPENINGS
'50 '40 '30 *16 "10 "8 ., 318" 314'' 1}~" 3"
::: ~:~~S~a~-·=m=p~l~e~d7o=e==s~n=o~t~i~n~c~lu=d7e~~~==;;~~~~-¥ __ ;;~-~--~---~~~-~-~;-~-~-~-~~--~~::
o 70 1._--·-_---__ particles with diameters
~ f:.. =-=:;larger than 1.9 inches.
< 60 '---·---" ' ~ :: ~:--~:~~-~~-~:-~-~--~-~-~~~-~--~~--~~~~~-=~-~--=~~~---~~-~-~-cc~~-;.-.;-~--~~~~~;;~~~~~~~~~~~~~~~~~
l
::~~~~-:_~~-
10 ~=-c'==:~=c:===-=----====~-=::=:~= -.. -----
0 E ----------=-=~--------=---,----=---
.001 0.002 .005 .009 _019 .037 .074 .149 1.19 2.0 2.38 4.76 .297 590
0_42
DIAMETER OF PARTICLE IN MILLIMETERS
SANDS CLAY (PLASTIC) TO SILT {NON-PLASTIC}
FINE COARSE MEDIUM
9.52 19.1 36.1
GRAVEL
FINE COARSE
70
---.80
. 90 . _ _______,
100
76.2 127 200
152
COBBLES
Sample of GRAVEL, SILTY (GM)
From YH-3 AT 24 FEET __ _
GRAVEL 59 % SAND
SILT & CLAY 10% LIQUID~L~IM=IT~-
PLASTICITY IN~
31 %
%
%
25 HR. 7 HR.
45 MIN. 15 MIN.
100
HYDROMETER ANALYSIS
TIME READINGS
60 MIN.19 MIN. 4 MIN. 1 MIN. '200 *100
---
SIEVE ANALYSIS
U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
·so '40 '30 '16 '10 ·e ., 318" 314" 1W'
.009 .019 .037 .074 149 297 .590 1.19 2.0 2.38 4.76
I CLAY (PLASTIC) TO SILT (NON-PLASTIC)
Sample of
From
Phil Vaughan Construction Management
Cascade Tanks
PROJECT NO. GS05110-125
Z:\GS0511 0.000\125\6. Ca!cs\5110Gradation.xls
I
I
042
DIAMETER OF PARTICLE IN MILLIMETERS
FINE
SANDS GRAVEL
I MEDIUM I COARSE FINE COARSE J COBBLES
GRAVEL
SILT & CL"AV
PLASTICITY INDEX
% SAND
% L1 QUI D""'L"I Mcolh'T~
Gradation
Test Results
I
FIG. 4
%
%
%