HomeMy WebLinkAboutApplication - PermitGarfield County j NO. l01I6 ~ ···-. ·-]
Building & Sanitation Department
108 Ffh Street, Suite #401 Glenwood Springs, Co. 81601
Office-945-8212 Inspection Line-384-5003
Job Address 25/ ~'""'C;/Z !'37 ~G~ 1 Q)(£).di\.JL1~C£!.Jie._A-~ •
Nature of Work Building Permit 2.1 Z-3 -'Llf 4--()0 _... / q /
I Pa<::>\ \flf()\J~
Use of Building SYI £ t0j pcrcrf, 4 e;.y:> .P-Y'J ~··(~ , pc:t.M S
Owner (!)t..a d'lC 1~ Cc\_.b_..LA-"~ I L c_ c
'
Contractor GJ\ =i:{G~l-0 0-/ V'\ d Q.MA)(!_,
AmountofPermit$ 3 Z5Let Co.9 Date CJ (LI (OGo
Clerk ~:Lf LC\ ll {){ A !Q_)
I .
G,.J (,j_l{r >l c_.:::;\;} ~) q ;c o
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 gtll Street, Suite 201, Glenwood Springs, CO 81601
Phone: 970~945~8212/ Fax: 970-384-3470 I Inspection Line: 970-384-5003
Permit No: \ b \ \ lQ ,1§i!1'!!:~W5~Juiiluiel'lo: ?,1 '2..3-~'1 41 ~60-{ "t /
9
12 Special Conditions:
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE
ISSUED BY THE.STATE OF COLORADO.
THIS PER.t.'VliT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR, IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD 9F 180 DAYS AT ANYTIME AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS
Al?PLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE
COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY
TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOCAL LAW PERFORMANCE
OF CQN:"i!R~
Manu. Home:
AGREEMENT
o Remove
Site Plan
8'!-o.roo
Fee:
/9737§
Dated Permit Issued:
Const. Type:
PERMISSION lS HEREBY GRANTED TO THE APPLlCANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF 111E CONTRACTOR OR OWNER TO CONSTRUe'
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAI'I1> US!
REGULATIONS ADOPTED BY GARFIELD COiJNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THA.
IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBE~
STRUCTURE, THE PERMIT MAY BE REVOKED BY N'OTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL Al~D VOID.
THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAITE:
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEI:-/1
CARRIED ON THEREUNDER WHEN IN VIOLATION OF TfiS CODE OR ANY OTHER ORDINANCE OR REGUL;\.TION OF THIS JURISDICTION.
The following items are required by Garfield County for a final inspection:
L A final Electrical Inspection from the Colorado State Electrical Inspector
2. Permanent address assigned by Garfield County Building Department posted where
readily visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-
absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and
refrigerator, all necessary plumbing;
4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and_cold running
water,_ non-absorbent floors and walls finished and a privacy door; .
5. All steps outside or inside over three (3) steps must have handrails, gnard rails on
balconies or decks over 30" high constructed to all 1997 UBC requirements;
· 6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration
of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a final inspection made.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE
ITEMS HAVE BEEN COMPLETED.
****CANNOTOCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(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
PREMISE UNTIL ABOVE CONDITIONS ARE MET.
VALUATION/FEE DETERMINATION
{) /(QMeio.. CqJo/11 LLC.
!::~:ntfd1r:rt/s/mv~
Date q-/1-.CI£
Subdivision -
Lot/Block
Contractor £;1 flt:rh
Finished (Livable Area):
~/1 b<t <. f1Lf5 X7tfrJ-=-lf;Lj5;l5L If<>
Lower "7 7 (tp )
Other Ji lbo / I 3ze> X 2& 00-=-<fi:L(o{/J'JU qg_
Total Square Feet I
Valuation
Basement:
Unfinished
Conversion ofUnfmished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Valuation
Crawl Space:
Valuation
Decks/Patios: _ _ .· : o<J _ ~ '1 ?It ,5 2 ¢2--
Covered // </ :5 X 'llf -.,.__. 1 7
Valuation f/ 0 o
Open Co3/_3 J< /2t.'.J?--:.. 7s;7s0-
Valuation
1:! (g_c[)
Total Valuation /1 :J_ 7 ~ ff lf tJ -=---
If 1'/,1 ' )•i f-(L"-v Cl\,~·,?'~--.. ···--· ·
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREJ\1ENTS
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 permit application and expedite the
issuance of a permit it is important that complete information be provided. Adequate and complete
information will prevent delays in the plan review process. Reviewing a plan and the discovery that
required information has not been provided by the applicant may result in the delay of the permit
issuance and in proceeding with building construction. The owner or contractor may be required to
provide this information before the plan review may proceed. This causes delays because 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 you have enough information to design your
project and provide adequate information to facilitate a plan review. If you do not, it may be
helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code".
This book is available to you through this department at our cost. Also, please consider using
a design professional for assistance in your design and a construction professional for
construction of your project.
To provide for a more understandable plan 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. Applicants are required to indicate appropriately and to submit the
completed checklist at time of application for a permit.
1
Plans to be included for a Building Permit, must be on drafting paper at least 18';x24" aud
drawn to scale.
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.
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.
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, an 80 M.P.H. windshear, wind exposure B, windload of15 pounds
per square foot, 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.
submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC.
a site plan included that identifies the location of the proposed structure or addition and
'ilv;n\'iih~W0'#1?!PA~'fi01,5': dista:nc<es to the property lines from each comer of the proposed structure(s) prepared by a
licensed surveyor and has the surveyors signature and professional stamp on the drawing?
Properties with slopes of30% or greater must be shown on the site plan. NOTE: 106.3.1
(7.) 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 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 final plat with the proposed structure located within the
envelop~~ ..iJ.
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 dozan ly.
Yes A/"--->
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 pro);lMties), streams or water courses?
Yes V ---'---
2
4. Does the site plan indicate the location and direction of the County or private road accessing
the property?_....-
y es. __ _,V"----
5. 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 __ _:./:.._ __
6. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the glearances required between wood and earth?
Yes V ------
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces's and,soffits?
Yes lf./d'L
7
8. 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 ~loads?
Yes _____ _
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction y
Yes __ v::.._ __ _
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof r7or joists or trusses?
Yes ______ _
11. Does the building section drawing or other detail include the method of positive connection
of all columns ~beams?
Yes. ___ .=-/ ___ _
12. Does the plan indicate the height of the building or proposed addition from the highest point
of the building or addition measured at mid span between the ridge and the eave down to
existing (unili§t:bed) grade contours?
Yes t.L __
13. Does the plan include any stove or zero clearance fireplace planned for installation including
make and model and Colorado Phass:--II certifications or phase II EPA certification?
Yes No ___ / ____ _
3
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
Does the plan include a masonry fireplace including a fireplace section indicating design to
comply witl:J,..the Uniform Building Code Chapter 37?
Yes -~ No ____________ __
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 Uniform
Building Cody?
Yes v/ No __________ __
Does the plan include a window schedule or other verification that windows provide natural
light and venti~ion for all habitable rooms?
Yes v' No. ____________ _
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 sa~ glazing for these areas?
Yes / No ·
Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on t~lan?
Yes / No ____________ __
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 t:./' No ____________ __
Do you understand that if you belong to a homeowners association, 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? If you do not have written permission from
the association, do you understand that the plan check fee will not be refunded should the
architectural coplJnittee deny or reject your building plans?
Yes ~A-No I ---------------
Will this bep> only residential structure on the parcel?
Yes !L_ No Ifno-Explain: __________ __
Have two (2) 99ffiplete sets of construction drawings been submitted with the application?
Yes / ·
Do you understand that the minimum dimensions a home can be on a lot is 20ft. wide and
20ft. long? /
Yes V" No --------
4
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes No ______ _
25. Do your plans comply witb all zoning rules and regulations in the County related to your
properties zone jlistrict?
Yes / No _____ _
26. Does tbe plan accurately indicate what you intend to construct and what will receive a final
inspection by jl(e Garfield County Building Department?
Yes V No _____ _
27. Do you understand tbat approval for design and/or construction changes are required prior to
the applicationpfthese changes?
Yes <../" No ______ _
28. 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
buildingpe~
Yes ~-No_~----
29. Are you aware that twenty-four (24) hour notice is required for all inspections?
Inspections will be made from Battlement Mesa to West Glenwood in the mornings and
from Glenwood Springs to Carbondale in the afternoons. All inspections must be
called in by 3:30p.m. the day before. Failure to give twenty-four (24) hour notice for
inspections will delay your inspection one (1) day. Inspections are to be called in to
384-5003. /
Yes V No --------
30. Are you aware tbat requesting inspections on work that is not ready or not accessible will
result in a $47.0Ve-inpsection fee?
Yes v No _____ _
31. Are you aware that you are required to call for all inspections required under the Uniform
Building Co~e inc! ding approval on a final inspection }!rior to receiving a Certificate of
Occupancy and ccupancy oftbe building?
Yes No -------
32. Are you 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 UnifoJII'l Building Code?
Yes 1L_ No ______ _
5
33. Are you aware that prior to submittal issuance of a building permit application 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 DepartiJ!ent at 625-8601.
Yes / No ______ _
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 gf applicable inspection.
Yes ..../ No ______ _
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 buildin~tion? Your attention in this is appreciated.
Yes No ________ _
I hereby acknowledge that I have read, understand and answered these questions to the
best of my ability.
~ Date
(days); __________ (evenings)
Project Name: 12~ ek P~ &,o:;:;.
Project Address: Z<f;""/1' C-/t, 17?
Notes:
If you have answered "No" on any of the 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 a permit. If it is
determined by the Building Official that additional information is necessary to review the application
and plans to determine minimum compliance with the adopted codes, 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,
delay in issuance of the permit or delay in proceeding with construction.
bpminreq
04/2003
6
PLAN REVIEW CHECKLIST
Applicant ()klr!A eACL Date CJ~tq-oC:z
Building
~;ineered Foundation
4--Driveway Permit
~~rveyed Site Plan
? Septic Permit and Setbacks
~Grade/Topography 30%
•-----1\iiach Residential Plan Review List
~[~imum Application Questionnaire
~bdivision Plat Notes
~tre Department Review
~aluation Determination/Fees
~d Line Plans/Stamps/Sticker
~ttach Conditions
~plication Signed
____,.LF'fan Reviewer To Sign Application
~arcel/Schedule No.
~40# Snowload Letter-Manf.Hms.
~ilsRep01t
GENERAL NOTES:
Planning/Zoning
/Property Line Setbacks
__p{r/130ft Stream Setbacks
M:Flood Plain
&.t_Building Height
4ing Sign-off
HRoad Impact Fees
~AIDRC Approval
~e/Topography 40%
/i.LPlanning Issues ~ivision Plat Notes
West Slope Testing & Inspection
3177 Glendam Dr.
Grand Junction, CO 81504
Phone:970-434-6988
Cell: 970-260-2844
Inspection Report
Date: 8-13-07
Project: Okanela Cabins Pool House
Address: 2518 County Rd. 13 7 Glenwood Springs, CO
Building Permit No.: 10116
General Contractor: English & Assoc.
Report#1
Page 1 of 1
Contractor that Performed"W6rk: Myers & Company
Inspection of shop fabrication or field work at job site: Field
Report: Visually inspected most ofthe field welding at the angle
bracing connections, window headers, and one field welded beam
connection main floor level. Visually inspected most of the high strength
bolting at the steel connections. Note a few of the field welded & high
strength bolted connections were covered with wood framing & could
not be inspected.
The field welding & high strength bolting inspected above appeared to
be in general conformance with the drawings, and appeared to meet the
quality requirements of the A WS Dl.l Structural Welding Code and the
AISC Specification for Structural Joints Using ASTM A325 or A490
Bolts.
To the best of my knowledge this completes the special inspections of
the structural field welding & high strength bolting as outlined above.
Inspector/Technician: Douglas E Young
West Slope Testing & Inspection
3177 Glendam Dr.
Grand Junction, CO 81504
Phone:970-434-6988
Cell: 970-260-2844
Inspection Report
Date: 8-13-07
Project: Okanela Cabins Pool House
Address: 2518 County Rd. 137 Glenwood Springs, CO
Building Permit No.: 10116
General Contractor: English & Assoc.
Report #1
Page 1 of 1
Contractor that Performed Work: Myers & Company
Inspection of shop fabrication or field work at job site: Field
Report: Visually inspected most of the field welding at the angle
bracing connections, window headers, and one field welded beam
connection main floor level. Visually inspected most of the high strength
bolting at the steel connections. Note a few ofthe field welded & high
strength bolted connections were covered with wood framing & could
not be inspected.
The field welding & high strength bolting inspected above appeared to
be in general conformance with the drawings, and appeared to meet the
quality requirements of the A WS D 1.1 Structural Welding Code and the
AISC Specification for Structural Joints Using ASTM A325 or A490
Bolts.
To the best of my knowledge this completes the special inspections of
the structural field welding & high strength bolting as outlined above.
Inspector/Technician: Douglas E Young
. .
• tih.e mjmueller co.; inc.
· .31 August 2007.
Mr .. Michael English
ENGLISH & ASSOCIATES, LLC .
12 Vail Road
suite 100
Vail, Colorado 81657
' ' ',. . ' ' '.
'-. . ' . ' . .
··Subject: .Final Framing Inspection
OKANELARANCH
· Pool House . ·
Gar.field.COunty, Colorado
· Dear Michael: . .
.. ·. Atyo~tequest, this office .has been contacted to address items as referenced on the
· "lrtspectionRequ~st" as.prepared by the Garfield County Building Department for the
above referenced project. .. See structural plans and specifications as prepared by
DOMINICKR PILLA & ASSOCIATES, PC dated 06-15-2006. The following items
are to be noted: · .
. a) . NOTCHEDLVLFLOOR.JOISTS
Two areas of floor framing ate cantilevered 3 '-0" beyond the face of the
. foundation. They are the floor on the north side of the kitchen and the south side
of the bedroom. The joists as specified on Sheet S 102 are double LVL l% x 5 Yz
spaced at}2" on center under the bedroom and single LVL 1 % x 5 Yz spaced at
12" on centerunder the kitchen.
The 5. Y2'' deep L VL's were changed during the construction process to an 11 7/8"
. depth Within the building, and notched to the 5 Yz'' depth at the cantilever. The
joists were.spaced at 16" on center in both locations. A double joist has been
· .. ·placed .at the south end of the cantilevers to support the flat roofs above.
•' . . : ' ' .
• TheLVL joi~tsas described above are capable of supporting 1" of Gypcrete and
3?' of mortar and stone in addition to the dead load ofthe structure and 50 psf
· . residential live load. · ·
,,., ·.. . .
. · civHarchitectural andstructural engineering • p.o. box 2747 vail, colorado 81658476-2627 476-2637 (FIIX)
Page2
. Mr. Michael English
31 Auglist 2007 · ·
b) RAFTER HANGER CONNECTIONS
The cold-fonned steel rafters specified on plans, "Joist-Rite" were replaced with
· · ''Trade"Ready"rafters as manufactured by DIETRICH METAL FRAMING
(same rafter depth and gage as specified on plans) as per the option mentioned in
the. specifications. The rafter sizing and spacing has been reviewed by this office
and found to be capable ofsupjiorting; the dead loads as constructed and the 40 psf
design snow load.
The hanger connections that connect the cold-formed steel rafters to the structural
· steel are shown on Section 7 /S 105, . The shim as specified could not be
· ·logically constructed from steel or metaL The solution as conceived by the
· general contractor, is to first weld a "B" hanger to the steel beam that is deeper
than the end of the supportedrafter. Next, the end of the rafter has the bottom
flange trirtrtnedto the width of the chaunel stiffener, and the remaining rafter end
~tiffened with the. chaunel that is the same gage as the rafter, and the full height of
· the hanger. The chaunel stiffener is screwed to the rafter and the rafter is screwed
. to the hanger. · ·
The hanger connection as described is capable ofsupporting the roofdeadload
· · and the 40 psf snow load as described in the specifications.
··Completion of the details as mentioned above ensures that these items conform with.the
2003 lliternational Building Code as adopted by the Garfield County Building
Department. This letter d(lfines the involvement ofthis.firm with respect to the project,
the. balance of the project is the responsibility of the engineer-of-record. If you have any
questions regarding this inspeption and report or the balance of the project, please contact
· this .office at the phone number shown on the cover sheet.
INC.
cc: Rick Davis-ENGLISH & ASSOCIATES, INC.
No. \ () \\ l_p
dSI'=-.
Assessor's Parcel No. 212 5 -2 '-1£/ ·-cb-!t1 /
Date q ·-L...l ~ole
BUILDING PERMIT CARD
Job Address 'z s I ~ C4( i 5"\ G u,y:S
Owner 0--&A V\Q ~ CRhi/V\.._) Address '3CI z m .. a( C!lf#5 Ctp\oY/ti 419 ?7 b
~n .· Va..JI ~/(05 l Contractor(;o~lliJ) ~ /.L\-:.,14-CC. Address /Z. Vo .... ~e to/ #[(X) Phone# ____ _
~~c~s: Front Rear RH · LH Zoning
~~pool~ o--p_.of) "'l c_ov' f'OvO<~riSPECTIONS
Soils Test Weatherproofing __________ _
Footing lo •'I~ ~o (;.. {Ji(\.. Mechanicai---------,.-------
Foundatiorila.f! i>a L\4 I <D _,q~ 1\Jn\ "'*-Electrical Rough (State) --"-7-r-------
Grout 1 Electrical Final (State)---><--------
Underground Plumbing $:-.5-o7~ ~ Finai.~·/1/:(Jl' /Checklist 1/
~:'a~i~:lu9~"& .1-?(-o) ~E Certificate g~~-Jp .... an#c:?-YJ>::#::'o":""'-::-!-'---!.>:.'---'=~'----
lnsulation 3-h-:Q I :J $ \(__ Septic System # ___.b_._X'-"13""-t_._t,_,v'l-"~'"+--------
Roofing Date ------------
Drywall fb-\!•1 ·DW\::: ,1\ "F.in.a,I-=-
Gas Piping -~-~0 ?lhi\: Other ~ t-\m.w\if-'"FXtStl))U. ~ 1\-w~oeofW,. p;J\j_t.6<-.bK NOTES -#.LJtvo/'~ ~~\.(:}k.-3-i).f)-.o?~
-f /1-J-ff-Ob /0-ttl.-~~r~~
(continue on back)
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued!!f..~.?!..'P.(R. ... Zoned Area ............................... Permit NoJ.QJ.I.~ .............. ..
AGREEMENT
In consideration of the issuan~.-e of this permit, the applicant hereby agrees to comply with aU
laws and re~tions related to the zoning, location; construction and erection of the proposed
structure 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
Iruipector and IMMEDIATELY BECOME NULL AND VOID •• .,_
if
Setbiu;ks Front Sjde Side
."'ifhiiC;;;i·Must Be Posted So It is Plai~ly Visible From The Street Until Final [nsp~ction.
IS NOT TRANSFERABLE
For Inspections Call384-5003 108 8th Sireet Glenwood Springs, Colorado
APPROVED DO NOT DESTROY THIS CARD
Date 9• %/0/? By /tldM.JlN
IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC
Parcel Detail Page I of3
Garfield County Assessor/Treasurer
Parcel Detail Information
Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search
Ckrk & Recorder Reception Search
Basic Building Characteristics I Tax Information
Parcel Detail / Value Detail I Sales Detail I Residential/Commercial Improvement Detail
Land Detail I l'.!JmQgm~
I TaxArea II Account Number I Parcel Number I MiiiLevy I
I 008 II R041007 I 212324400191 I 63.502 I
Owner Name and Mailing Address
loKANELA CABIN LLC I
1392 MILL CREEK I
lvAIL, co 81657 I
Legal Description
ISECT,TWN,RNG:24-5-90 DESC: A PCL IN I
jTHE SENE & NESE CONT 47.479 AC. I
jPRE:R040383 BK:734 PG:256 BK: 1598 I
IPG:320 RECPT:654545 BK:1557 PG:677
IRECPT:645752 BK:1557 PG:671
IRECPT:645749 BK: 1384 PG:903
jRECPT:610374 BK:1347 PG:205
jRECPT:60 1595 BK: 1347 PG:l97
jRECPT:601594BK:llll PG:553 I
jRECPT:539374 I
Location
I Physical Address: IIGLENWOOD SPRINGS I
I Subdivision: I
I Land Acres: 1147.479 I
II
http:/ /www.garcoact.com/assessor/Parcel.asp? AccountNumber=R041 007 8/22/2006
Parcel Detail
I Land Sg Ft: llo
I Section II Township II Ran~e I
I 24 II 5 II 90 I
Property Tax Valuation Information
II Aetna! Value II Assessed Value I
I Land: II 4,16011 1,2101
I Im[!rovements: II oil ol
I Total: II 4,16011 1,2101
Sale Date:\
Sale Price: I
Basic Building Characteristics
Number of Residential 0 Buildings:
Number ofComm/Ind 0 Buildings:
No Building Records Found
Tax Information
I Tax Year II Transaction T:~:ee II Amount I
I 2005 II Tax Payment: Whole II ~$76.8421
I 2005 II Tax Amount II $76.841
I 2004 II Tax Payment: Whole II ($72.08)1
I 2004 II Tax Amount II $72.08
Top of Page
.Assessor Database Search Options I Treasurer Database Search OptiQ!:lli
Clerk & Recorder Database Search Options
Garfield County Home Page
Page2 of3
The Garfield County Assessor and Treasurer's Offices make every effort to collect a11d maintain
http :l/www.garcoact. com/ assessor/Parcel. asp? AccountNumber=R041 007 8/22/2006
HIGH COUNTRY ENGINEERING, INC.
1517 BLAKE AVE., SUITE 101
GLENWOOD SPRINGS, COLORADO 81601
TELEPHONE (970) 945-S676 U FAX (970) 945-2555
TO: Garfield County DATE:~--~M~ay~2~4~,~2~00~7 ________ ___
108 8th Street, suite 201 SUBJECT: Okanela ISDS
Glenwood Springs, CO 81601
JOB NO. --=-20""'2:.::.1.:...70'""'8""'.0:..::0 _____ _
ATTN: Andy Schwaller
We are sending the following:
IZJ Photocopies IZJ Prints IZJ Documents 0Mylars D Shop Drawings
D Other ______________________ _
NO. OF LATEST ITEM
COPIES ITEM DATED
I ISDS Acceptance Leter
1 As-Built ISDS Plan
Please nottf'y us at once 1fthe matenal received IS not hsted above.
Transmitted by:
IZJ First Class Mail
D U.S. Express Mail
D UPS Next Day Air
0Messenger
0Fax
D Priority Mail
D Federal Express
D Pickup
D Hand Delivered
D Other ______ _
By: Scott Gregory
REMARKS
CIVIL ENGINEERING
November 27, 2007
Andy Schaller
Garfield County Envirorunental Health
I 08 8th Street, Suite 201
Glenwood Springs, CO 81601
An Employcc·Owncd Company
Re: Okanela Ranch Pool House Grinder Pump
HCE Project Number 2021708.00
Dear Andy:
LAND SURVEYING
The following letter is to confirm the engineer's acceptance of the designed grinder pump system of
the Okanela Ranch located on County Road 137. The design included an E/One (Enviroumental
One Model# GP2014) with a volume capacity of22.0 c.f., and a 1 W' Schedule 80 PVC pressure
pipe up to the 2,000 gallon septic tank. All of the inspection wells, infiltrators, mauifolds, and
cleanouts were inspected and are installed to our satisfaction. The changes from the design can be
seen on the as-built drawing.
The design of the absorption field with 168 unit infiltration units and the 2,000 gallon septic tank
was sized originally for the pool house addition that has recently been installed. All of the inspection
wells, infiltrators, mauifolds, and cleanouts were inspected and were installed to our satisfaction.
The system has been completed with the intent of the original design.
If you have any questions, or need additional information, please contact us.
Sincerely,
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
970.945.8676 phone
970.945.2555 fax www.hceng.com
NOV 2 7 2007
14 Inverness Drive East, Suite F-120
Englewood, CO 80112
303.925.0544 phone
303.925.0547 fax
CIVIL ENGINEERING
November 27, 2007
Andy Schaller
Garfield County Environmental Health
108 8th Street, Suite 201
Glenwood Springs, CO 81601
An Employee-Owned Company
Re: Okanela Ranch Pool House Grinder Pnmp
HCE Project Nnmber 2021708.00
Dear Andy:
LAND SURVEYING
The following letter is to confirm the engineer's acceptance of the designed grinder pnmp system of
the Okanela Ranch located on County Road 137. The desigu included an E/One (Environmental
One Model# GP2014) with a volnme capacity of22.0 c.f., and a 1 '!.''Schedule 80 PVC pressure
pipe up to the 2,000 gallon septic tank. All of the inspection wells, infiltrators, manifolds, and
cleanouts were inspected and are installed to our satisfaction. The changes from the desigu can be
seen on the as-built drawing.
The desigu of the absorption field with 168 unit infiltration units and the 2,000 gallon septic tank
was sized originally for the pool house addition that has recently been installed. All of the inspection
wells, infiltrators, manifolds, and cleanouts were inspected and were installed to our satisfaction.
The system has been completed with the intent of the original desigu.
If you have any questions, or need additional information, please contact us.
Sincerely,
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
970.945.8676 phone
970.945.2555 fax www.hceng.com
Nov 2 ? zoo?
14 Inverness Drive East, Suite F~ 120
Englewood, CO 80112
303.925.0544 phone
303.925.0547 fax
CIVIL ENGINEERING LAND SURVEYING
An Emp!oycc~Owned Company
May23, 2004
Andy Schaller
Garfield County Environmental Health
108 8th Street, Suite 201
Glenwood Springs, CO 81601
Re: Okanela Ranch ISDS
HCE Project Number 2021708.00
Dear Andy:
The following letter is to confirm the engineer's acceptance of the designed septic system of the
Okanela Ranch near Canyon Creek Road. The design included a 1,250 gallon septic tank, and 63
Quick 4 infiltrator units. All of the inspection wells, infiltrators, manifolds, and cleanouts were
inspected and were installed satisfactory. The infiltrator configuration was changed due to the
existing site conditions, and is shown per the attached as-built drawing.
With the above-noted changes, the system has been completed with the intent of the original
design.
If you have any questions, or need additional information, please contact us.
Sincerely,
RDN/blf
Enclosure
1517 BLAKE AVENUE, SUITE 101
GLENWOOD SPRINGS, CO 81601
970-945-8676 o PHONE
970·94&2555 o FAX
NG,INC.
WWW.HCENG.COM
141NVERNESS DRIVE EAST, SUITE F·120
ENGLEWOOD, CO 80112
303·925-0544 o PHONE
303·925-0547 oF AX
All Employee-Owned Company
High Country Engineering, Inc.
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
970 945-8676
~~j.Sm::{An)
-&/A.<... L.!>r~a--;rol-) oF fSPS .z::;JJf"'/L..."T¥2.,i..-rrJ!::. rf.J.S?J-~TOr-':
-GO/.JFf6()xz.J_-r0 ,...; /.U-s. C/i-,-c,.;c>.::;= He-TiJ .!;'rre C"es.Tl!:.J<-nO<J" ~
/vl...UJ tV£.;
-10 T11 .... Fvc t-,<J= rc;,=
~'-
51
. 4/JTY2.J.c...-we... If;.::. ftie ~ 6c.vt.--ra:=> //)_,.:g,iA.<--;:::;;__ ./3/<..nr'i/..1-
Ur-> 70 I Q. : 18 ".A 12;,:Jve /or-oF IPA<--712..i-roc,S.
. Ovr TtJ 13~<-«""'"-'-
-UB~ ~:>' iJGtJTt:.b Pv(..f'/f'e ;::p;__ l!tA.J:oe ~~./2~,_;; /.l!:a/G.
IT~ r ~Q:::> Co!JT-14C-rre... 7ri1...T y-;:;:0. we1ut.o /-/No::3 T() &-
!''?. .r?~~ ;o -~CNiT /7ou.;~f!Ulv..J Mr-7/tre r:::;-=-=..
Co~-&.-IJ-Jb~:;<u:= -r;t;.r t/c: IJ;bJco Oo -y;;;s,.. .._.
Photo Documentation:
· :1.5 _ f?-~11er<S!. ~oJ OA'uldtT
}}(; . .:z:;;b 1:<<-<.<V 01-'J"l>
!27. rl (.. '-' ,_, .L.
fl8-Ot1~~
f)f(-e:f'r'we:sr ft,-"C!:
---------+
-....... I seio
-.. J
1--
---~
I
"t-
1
I
I
I
I
1 ..
I
\"'-
---... _
---
"-·--~-
-------
---
-----------------------
-----
----··--·-
----------------____.-:: --/
-_,L. -
/ -----~--
I
-1 -
I
f--..
I -----, ___ ___
--
---
-
--
\ ..........._.....__ __
-
I
1
I
I
-
\ -""
-
------
-
--
----
_j --\ " ----------------
\
\
.......... \ ... ._
\
\
\ "·-.......... ---
\
\
\...---
"-"" ~-~x-=-----_-_-------'x___ "
"-----~_/ -----
.. ___ _
-
TABLE II
----
/
TABLE OF MINIMUM HORIZONTAL DISTANCES IN FEET BETWEEN COMPONENTS OF A SEWAGE DISPOSAL SYSTEM
INSTALLED AFfER NOVEMBER 15, 1973 AND PERTINENT PHYSICAL PEA TIJRES
Spring, Potable Potable Dwelling Property Lines, Subsoil Drains, Lake, Water Dry
Wells, w""' Water Occupied Piped or Lined lntennittent Course, Irrigation Gulches
Suction Supply Supply Building Irrigation Ditch Irrigation Lateral Ditch or Stream
Lines Line Cistern
D•spersal System Utilizing (3) (4)(2) (3) {l)
Aero.sol Methods 100 10 so 125 10 0 25 10
Seepage Pit or Slit Trench {3) . (4)(2) (3) (3)
100 so 25 20 25 10 so 25
Absorption Trench, Seepage (3) (4)(2) (3) (3)
Bed, Sand Filter. Sub-surface 100 25 25 20 10 10 so 25
Dispersal System, or Oiywc:ll
Unlined Sand Filter in Soil (4)(2)
With a Pen:olation Rate ]]](] 25 25 15 10 10 25 " Slower than 60 Minutes per
l~h
Unlined or Partially lined
Evapotranspiration System, 100 (4)(2) 25 15 10 10 25 15
Wastewater Pond, or Surface 25
Disposal System Other than
Aerosol
Lined Sand Filter 60 (4)(2) 25 15 10 10 25 10
10
Lined Evapotransprration (4)(2) 25 15 10 10 25 10
Field or Lined Wastewater 60 10
Porul
Pit Pnvy or Vault Privy (4)(2)
50 10 25 15 10 10 25 10
Septic Tanks, Treatlncnt (2) {4)(2) (I)
Plants, Dosing Tanks, Vaults 50 10 25 5 10 10 50 10
Building Sewer or {2)(4) (4)(2) (4) (2)(4) (4) (2)(4) (2)(4)
Effluent Lines 50 10 25 0 10 10 50 10
Septic
T•ok
10
6
6
10
10
5
5
"
"
..
NOTE: The minimum distances shown above shall be maintai~ between the system components and the physical features described. Where soH, geological or_other conditions
warrant, greater distam:es may be required by the local board of health or by the Water Quality Conttol Commission pursuant to C_.R.S. 25-8-206 m accordance with the authonty
prescribed by law and rules and regulations implementa.l of said section. Components which are not watertight should not extend Lnlo areas of the root system of nearby ~s. For
repair or upgradins of existing systems where the size of lot precludes adherence to these distances, repaired facility shall not be closer to water supply components than the
existing facilities.
t
I
.... -f···
I
I
--7
.... CtEANOUT (TYP)
-----
-
/
I
/
/
----, .. -
L_ ----
---. \
60 0 15 30 60 120
~~~~~~-~-~~-~ i ~~~~~~~~
( IN FEET )
1 inch = 30 ft.
AREA OF INFLUENCE DESIGN FLOW
1,050 GPO " 1.5 • 1,575 GPO
FOR FlRST 1,000 GPO: 50 FEET
REMOVABLE PVC CAP
INSTALL MARKER IF CAP
IS TO BE BURIED.
FINISH GRADE
4" SEWER UNE
4" X 4" X 4"
PVC WYE
SEWER CLEAN
N.T.S.
. <:>t.
4• RISER
4" 45• SWEEP BEND
~L£ANOUT
ASSEMBLY
OUT DETAIL
FIELD JOINT REQUIRED
FOR llllllELS
2 ((»] 4J.
201 ... -129 l 201+160 NO IBAIFHIE
TO
PVC
OUST
ACCESS WAY VENT
FOR I
SUIT ABLE FOR """'"LJ
/ WATER TIGHT LID, FRP
~~:;~==/~ QUAL WALL, CORRUGATED ~ l-llPE ACCESSWAY
INTERNAL WELL VENT
2.0" CIA.
OISOiARGE 1 111-• FPT
(304 S.S.)
~?--++---QUICK DISCONNECT ASSY. r (304 s.s.)
--Hr----5.5. CAST BALL VALVE
1 1/4' DISCHARGE LINE
(304 S.S.)
0£0< VALVE
(GLASS FILLED PVC)
l-llPE TAN<
..
112' NONINAL WALL THICKNESS
150 GALLON CAPACITY
SEMI-POSITIVE DISPLACEMENT TYPE PUIF'
EACH DIRECTLY !:RIVEN BY A 1 1-P WOTOR
CAPABLE OF DELIVERING 9 gpm AT 138' T.O.H.
(34 lpm AT 42m T.O.H.)
BALLAST REQUIREMENTS
DRBY
03122103 A 1/18
A CONCRETE ANCHOR IS ff¥";0 ON ALL OUTDOOR t.IOOEL 20 TA IONS MODEL 201~. NO BAFFLE, DETAIL SHEET
SPECIFIC CONCRETE DIII':NSIONS ARE REQUIRED
TO ACHIEVE NECESSARY BALLAST EFFECT
SEE INST ALLA liON INSTRUCTIONS FOR FURTHER lET AILS PA0910P02
1. ABSORPTlON LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH.
2. lHE BOTTOM Of EACH ABSORPTION TRENCH SHALL BE LEVEL
3. ORAlNAGE SWAL£S ARE TO BE PROVlDED ABOVE AND AROUND TRENCHES, AS
NECESSARY, TO PREVENT SURFACE RUNOFF FROM EHlERING ABSORPTION AREA.
4. TRENCH LATERALS SHALL FOLLOW CONTOURS.
5. INSTALL INFILTRATOR IN ACCORDANCE l>lTH UANUFACTURER'S RECONMENDAT>ONS.
6. TRENCH BOnoM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS
INCURRED DURING EXCAVAT>ON.
7. NO EXCAVATlON OF ABSORPTlON FlELD IS TO BE DONE DURING WET WEATHER
AND USE OF RUBBER TlRE VEHICLES OVER ABSORPTlON AREA IS PROHIBITED.
ADD 8 ADDITlONAL FEET FOR EACH 100 GALLONS PER
DAY OF AREA OF INFLUENCE FLOW OVER 1,000 GALLONS
575 /100 = 5.75
8. UNSUITABLE MATERIAL EXJSTlNG l'olTHIN THE TRENCH SHALL BE EXCAVATED AND
BACKFlLL SHALL CONSlST OF ONSITE SELECT OR PIT-RUN MATERIAL.
9. IN ALL TRENCH CONFlGURATlONS, SERIAL DISTRIBUTlON SHALL BE USED
INSTEAD OF EQUILATERAL DISTRIBUTION TO INCREASE SEmiNG TIME AND
PROTECT THE BACTERIAL BIO-UAT.
(2)
(3)
(4)
6"8•48FEET
48 FEET + 50 FEET • 98 FEET (AREA Of INEWENCE)
Crossings or encroachments may be permitted at the pomts as noted abon provided that the water COAveyancc pipe is encased tOr a minimum di:rtance often (10) feet
on ench side of the crossing. A length of pipe shall be used with a minimum Schedule 40 rating ofsufficient diameter to easily slide over and completely encase the
water conveyance. Ridged end caps of at least Schedule 40 rating must be glued or secured in a watertight fashion to the ends of !he encasement pipe. A hole of
sufficient size to accommodate the pipe shall be drilled in the lowermost section of the ridged cap so that the conveyance pipe rests on the bottom of tile encasement
pipe. The area in which the pipe passes tllrough the endcaps shall be sealed with an approved underground sealant compatible with the piping used.
Add 8 lbetlldditiorml distance lOr each 100 gallons per day of des1gn f1ow over 1000 gallotu per day as specilied in the table, unless it CIIJl be demonstrated by a
regi!tered Professional Engineer or Geologist that a mcc;hanK.:al or natural barrier will prevent contamination.
Encrcachments may be permitted provided the water or wastewater conveyance pipe is encased as in (2) above, specified in the table.
10. BENDS IN TRENCH SHAll BE MADE WITH END PLATES AND 4•1 PVC OR
MANUFACTURER'S PREFABRICATED BENDS.
I ,.y") .··.·. ·::. J•.· ·.. '
1 ·~ '1 .... ' , .• ,d '
I
'
VICINITY MAP
SCALE: 1,.•3000'
1. All CONSTRUCTION SHALL BE IN ACCORDANCE WITH lHE GARFIELD COUNTY
REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEUS, EVEN THOUGH
ALL SUCH REQUIREMENTS ARE NOT SPECIFlCALL Y NOTED ON THE DRA\11NGS.
THE CONTRACTOR SHALL BE RESPONSlBL£ FOR SUCH SPECIFlC DETAILS AS
ARE REFERRED TO IN THE ABOVE MENTlONED REGULATlONS.
2. THE EXISTING ISOS SYTEM WAS DESIGNED FOR A 7 BEDROOM HOUSE
AND 5 HORSE STALL BARN.
THE EXISTlNG ISOS SYTEM WAS ASBUILT 6-33-06 BY HIGH COUNTRY ENGINEERING
AND ACCEPTED BY GARFIELD COUNTY. THE EXJSTlNG HOUSE IS ONLY 5 BEDROCiot
AND THE 5-HORSE BARN WAS BJMINATEO PER CLIENT EMAIL DAlEO 4/28/06.
THE REDUCTION IN THE EXISTING HOUSE ALLOWED FOR THE PROPOSED 2 BEDROOM
POOLHOUSE TO TIE INTO THE EXISTING FIELD.
3. FLOW FOR EXISTlNG 5 BEDROOM HOUSE
4.
(5 BEOROONS • 2 PERSONS/BEDROOM • 75 GALLONS/PERSON/DAY) IS:
750 GPO ., A 'VERAGE DAILY FLOW.
DESIGN FLOW (Q) -1.5 • AVERAGE -1,125 GPO
FLOW FOR THE PROPOSED 2 BEDROCiot POOI.HOUSE
(2 BEOROCiotS ' 2 PERSONS/BEDROOM ' 75 GALLONS/l'ERSON/DAY) IS:
JOO GPO "" AVERAGE DAILY FLOW.
DESIGN FLOW (Q) = 1.5 ' AVERAGE = 450 GPO
TOTAL DESIGN FLOW • 1,575 GPO
SEPTIC TANK F"OR INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
MINIMUM TOTAL TANK SIZE:
Q • 1 DAY/24 HRS * 30 HRS = 1,969 GPO
EXISTING ONE 2,000-GALLON COPELAND CONCRETE SEPTlC TANK
IN SERIES Yt1TH ONE 100Q-GALLON COPELAND CONCRETE SEPTIC
TANK WITHOUT BAFFLES.
•••INSTALL EFFLUENT FlLlER IN OUTLET'.,.
STANDARD ABSORPTION AREA PER EACH SYSTEtoA:
Q=MAXIMUN FLOW
t•PERCOLATION RATE • 60 min./ln.
-1,575,60 = 2,440 SF
5
INCREASE FIELD AREA BY 2a. TO ALLOW FOR GARBAGE GRINDERS:
2,439 SF * 1.2 -2,928 SF
3011 REDUCTlON FOR USE OF STANDARD INFlLTRATOR UNITS IN TRENCH
CONFlGURATlON YlELDS 2,050 SF 0 15.5 S.F./UNIT, 133 UNITS REQUIRED.
EXISTlNG FlELD CONTAlNS 164 UNITS.
WET WELL SIZING
2 BEDRROON • 2 PERSON PER BEDRRON • 75 GALLON/PERSON/DAY IS:
300 GPO -AVERAGE DAILY FLOW.
DESIGN FLOW (Q) • 1.5 • AVERAGE = 450 GPO
450 GPO 0 4 DOSINGS/DA Y IS 113 GALLON WET WEll.
DUE TO THE POOLHOUSE DISCHARGE LINE DEPTH THE 4 FT DIAMETER
WET WELL SHOULD HAVE A TOTAL STORAGE DEPTH OF 6 n.
TWO S10/4W PIRANHA GRINDER PUMPS SHOULD BE USED.
I ··' ' "' ,-,;,
LINE FRON 1\ETWELL TO SEPT>C TANK l'olLL MUST CONTAlN A BACKFLOW PREVENTER.
5.
6.
7.
8.
9.
10.
11.
CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT L£AST EVERY 100
FEET ALONG THE HOUSE SEllER.
THE CONTRACTOR SHALL BE RESPONSIBL£ FOR INSTALLING ALL
WATER TlGHT COMPONENTS, PRIOR TO THE ABSORPTlON AREA,
TO PREVENT INFlLTRATlON.
TOPSOIL COVER MAY BE VARIED (l'olTH 1 FOOT MINIMUM) TO ALLOW
LANDSCAPING.
INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO
WITHIN ONE -HALE FOOT OF FINAL GRADE.
LOCATlONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG
AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
PROVlOE POSlTlVE DRAlNAGE OF SURFACE WATER AWAY FRON ABSORPTlON
FIELD AREA USING DRAINAGE SWALES AS NECESSARY.
THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO
BACKFIWNG Of SYSTEM COMPONENTS.
12. SOIL AND PERCOLATlON INFORMATlON PROVlOED BY H.P. GEOTECH, INC.,
JOB NO. 103 377, DATED MARCH 25, 2004.
13. THIS ORAI>lNG DOES NOT CONSTlTUTE AN ISOS PERMIT. PERMIT MUST BE
OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS.
ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL
AND PROVIDE REPORT 10 COUNTY.
14. THIS SYSTEM IS SIZED FOR TYPICAL DOMEST>C WASTES ONLY. BACKWASH
OR FWSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS
OR FILTERS SHOULD NOT BE INlROOUCEO INlO THIS SYSTEM.
15. SITE PLAN INFORMATION PROVIDED BY CLIENT.
16. INSTALL BWEBOARD INSULATION OVER SEWER PIPE Yt1-iEREVER DEPTH IS
L£SS THAN 6.0 FEET.
17. EXJSTlNG ISDS FlELD LOCATION PER HIGH COUNTRY ENGINEERING SURVEY.
18. PROPOSED DOSING TANK AND 2-IN EFFLUENT UNE TO BE SURVEYED
PRIOR TO ACCEPTANCE.
19. TRACING WIRE TO BE INSTALLED WITH 2-IN EFFLUENT LINE.
20. EXIST>NG WELL PER CLIENT IS LOCATED APPROXJMA TEL Y 20-FT
NORTH OF EXISTlNG 5-BEDROOM HOUSE.
~
I
~
N
I --
PROJECT NO.
2021708.00
,
\
\
\
\
\
NOTE: REMOVE/ABANDON EXISTING LEACH FIELD IN CONFORMANCE TO
THE STATE OF COLORADO DEPARTMENT OF HEALTH REGULATIONS.
/
/
/
/
/
ELIECT.
Xflt.tR.
__.--
/
\
\
\
\
\
\
\
\
' \
\
\
60 0 15 30 50 120
1~'""l~-;l,-lll---~l ••i ~----~ ll!lll'll!lll'll!lll'll!lll'll!lll'll!lll'llllll'lll"ii
( IN FEET )
1 inch 30 ft.
TABLE II
TAB! F OF MINIMUM HORIZONTAl DISTANCES IN FEET BETWEEN COMI'OI\iEN rs OF A SEWAGE DISPOSAL SYSTEM
INSTALLED AFTER NOVEMBER 15, !973 AND PERTINENT PHYSICAL FfA TURF.S
~::1:; '~""" ~i.:~ E~~ I c7~' ~"": ~~~;.;~:;~ G~l, ~: .. ~ ' . ' . . I'"''''"" ,_,,,., ' Li ·
I """:::· ' ' "'' :~: VI \'J I ·ll io '" 120 '" " '" ~ '';;,'' " " " '" •
")\'' " '" '" '" •
' '"" 'i\'' " " '" '" " " '" '
" '" '
' wo (4)(2) " " '" '" " " '" " ' "~~ "" () ' '' " '" '" " '" ;
' ~ "' "/' " " '" '" " '" ,
() ' '' '' ''-'"-" '" "' ,,:,;:,:~;;,;,-,,..,,;;~, ~J ''I i' " ·~· '" '" '" '" -
' "~'' ''I~" w '',~'' \~ ''!~'' ''It'' EffluOnt Lm.s " -
NOTE The mmunum d"tane<s shown atove sl1ull b~ nlamllltnetl between tho sysL<m compont:llt' and the phy<u;allhtures descnbcd Wiltr" >Oil, gcolog•cal or other conditLon'
w~~trant, greater distances may 00 r¢<1oin.:d by the local hoard of health or by the Wal<:r QuaiL!}' Control CornmLS,<IOn puf'luant •~ C R S 25-8-206 in accnrdance wnh \lie authori!}'
pl~S<L tbed b) law a"d rules and LegulatooL>O Lmplemenlal of 'aod S<ctoun Curnponoms wh1ch "'" not waletloght should not extend !ll\o ""'""or the roB! sy•tem of ~>eorb}· tr .. s '"' tCpll" or upg,.odong of cKJSIIng systems where tho "ze ol IGt p!ecludes adherence to thou diStances, repa1red titoibty <hall not be elMer 10 water supply cornponen"' than the
exi•ting lltcihnes
"' Dman<:e shown shall not apply to treatment plant< or effluent Iones where r<cvdmg ,; p<:rlniu,d
"' CrW~Smgs or encroachment• mny Oe fl"LnlJtlt:d althe t"'"'" as noted al><lve provt<lod Ullltlhe warer con"''~'""« pope .s enc .. od for a mtnimum distance ol ten { 10) !\let
on eoch side of the crossLng_ A length ofp1pe shall be used with a minimum Schedule 40 rating or su!licient doom<ter lo costly 11idc: over and completely enc~ the:
warer conveyance R•dged end ""-I'S of at leo,\ Schedule 40 Jotmg must be glued 01 secured in a waterugbt fnshJon lo !lie e11d• of the oncasement p1pe. A hole of
suff.cient "'-" to accommodato the pipo shall be drtlled in the lowenoost sectwn of the m\ged cap so that the conveyance P'Jll' rests on ti1e hottnm of the encasement
pipe The area on which the p1po passes through the: eudcaps 'hall be ooaled woth an awrovod und.rgmund ""alont comfl'llible WJth the piping used
()) Add 8 feel >tdditionul distnnce i'ur each IOU gu!luns per day ufdesign tluw uWJ !000 galluns perdJ~ as spec• fled m the table, unless it cun be de!ll(ln,tMed by a
regirtered ProfoS-!ional Engmeor or GeologLSI that a mechanioaJ or natural barrie• will prevent contamination_ ,,, Eocroochmt:nts may be perm oiled prov1ded !he w•"" or wu~lewJkr cooveyunce p1pe " encu•ed R< m {2) above, specJfoed tn !he lllbte
REMOVABLE PVC CAP
100' Yf'ELL SETBACK __J
1 _r-DRILL 4 -1/2"ill AIR HOLES
/
/
I
I
I
I
/
/
/
/
/
/
/
/
/
/
/
PLACE 10 t.11l PVC
UNER ON DOtNNHill
SIDE OF TRENCH
(TYP.)
/ IN EXPOSED PIPE
/
CUT HOLE IN TOP OF
INFILTRATOR UNIT AT
CENTER FOR INST ALLA T10N
OF' INSPECTION WELL PIPE
/
INSPECTION WELL DETAIL
I
N. T.S.
NATURAL BACKFILL
12~ MIN. COVER
36~ MAX. CO'v'ER
INFILTRATOR UNIT (TYP.)
BEO BOTTOt.l LEVEL AND ROUGHENED
I I I
,_
VICINITY MAP
SCALE: 1" =3000'
REMOVABLE PVC CAP
INSTALL MARKER IF" CAP
IS TO BE BURIED.
FINISH GRADE
4N COUPLING
4" X 4" X 4"
PVC WYE
SEWER CLEAN
-1'
INFILTRATOR UNIT
N.T.S.
12' MINIMUM TO
ADJACENT TRENCH
4~ RISER
~LEA\N OUT
ASSEMBLY
OUT DETAIL
NATURAL GROUND
/
/
/ TYPICAL BED CROSS SECTION
N.T.S.
I.
2.
All CONSTRUCTION SHALL BE IN ACCORDANCE 'MTH THE GARFIELD COUNTY
REGULATIONS OF" INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH
All SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS
ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS.
FLOW FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
(4 BEDROOMS ' 2 PERSONS/BEDROOM ' 75 GALLONS/PERSON/DAY) IS:
600 GPO = AVERAGE DAILY FLOW.
DESIGN FLOW ( Q) = 1.5 ' AVERAGE = 900 GPO
SEPTIC TANK FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
MINIMUM TOTAL TANK SIZE;
Q ' 1 DAY/24 HRS • 30 HRS = 1125 GPO
INSTALL ONE 1250-GALLON COPELAND CONCRETE SEPTIC TANK WITH BAFFLES
''*INSTAll EFFLUENT FlL TER IN OUTLET'**
STANDARD ABSORPTION AREA PER EACH SYSTEM:
A=if O=MAXIMUM FLOW
t=AVERAGE PERCOLATION RATE = 23 min./in.
= 900 2[" = 864 SF
5
INCREASE FIELD AREA BY 20% TO ALLOW FOR GARBAGE GRINDERS:
864 SF • 1.2 = 1,037 SF 83 QUia< 4 UNilS
40% REDUCTION FOR USE OF STANDARD INFILTRATOfuNITS IN BED
CONFIGURATION YIELDS 622 SF 0 15.5 S.F"./UNIT, '*"UNITS REQUIRED.
RECOMMEND 5 BEDS, 3 UNIT WIDE BY 3 UNITS LONG IN A SERIES CONFIGURATION.
3. CLEAN OUTS ARE REQUIRED AT All BENDS AND AT LEAST EVERY 100
FEET ALONG THE HOUSE SEVt'ER,
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL
WATER TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA,
TO PREVENT INFILTRATION,
5. TOPSOIL COVER MAY BE VARIED ('MTH 1 FOOT MINIMUM) TO ALLOW
LANDSCAPING.
6. INSTALL RISERS AS NECESSARY TO BRING All ACCESS POINTS TO
WITHIN ONE-HALF FOOT Of FINAL GRADE.
7. LOCATIONS Of All COMPONENTS MAY BE VARIED AS NECESSARY AS LONG
AS All MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
B. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION
FIELD AREA USING DRAINAGE SWALES AS NECESSARY.
9. THE ENGINEER SHAll BE CONTACTED FOR SITE INSPECTION PRIOR TO
BACKF"ILUNG OF" SYSTEM COMPONENTS.
10. SOIL AND PERCOLATION INFORMATION PROVIDED BY H.P. GEOTECH, INC.,
JOB NO. 10.3 377, DATED JUNE 22, 2004.
11. THIS DRAiNING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE
OBTAINED FROM APPROPRIATE OTY OR COUNTY OFFICIALS.
ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL
AND PROVIDE REPORT TO COUNTY.
12. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH
OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS
OR Fll TERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM.
13. SITE PLAN INFORMATION FROM RICH WllH OKANELA RANCH.
14. INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPlH IS
LESS THAN 5.0 FEET.
1. ABSORPTION LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH.
2. THE BOTTOM OF" THE ABSORPTION BED SHALL BE LEVEL.
3. DRAINAGE DITCHES ARE TO BE PROVIDED ABO'v£ AND AROUND BED, AS
NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA.
4. BED LATERALS SHALL FOLLOW CONTOURS.
5, INSTALL INFILTRATOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
6. BED BOTIOM ANO SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS
INCURRED DURING EXCAVATION,
7. NO EXCAVATION OF ABSORPTION FIELD IS TO BE OONE DURING WET WEATHER
AND USE OF RUBBER TIRE VEHICLES OVER ABSORPTION AREA IS PROHIBITED
8. UNSUITABLE MATERIAL EXISTING WITHIN THE BED SHALL BE EXCAVATED AND
BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT-RUN MATERIAL
RECORD DRAWING
5/24/07
THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION
SUBMITlED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED
TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY,
NOR FOR ERRORS OR OMISSIONS 'M-IlCH MAY HAV£ BEEN INCORPORATED INTO
THIS DOCUMENT AS A RESULT.
z
0
~
0::
PROJECT NO.
2021708.00
0250
1
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at i 6 ) i )ri, ;:::L-:5"' /k L.YL I 5Q
Permit No. /C) 1 1 fo
I have this day inspected this structure and these
premises and found the following corrections needed:
0 ) GOZ <f (I l (~
(dj
( ~~CV'\~
s~ ~s~
.·~~uLvt--
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 ~-/L{ 20 01
Building Inspector --~dJL6..YI"\·· . ..,_+{dt=""---'''---------
Phone (970) 945-8212 C}\)\j