HomeMy WebLinkAboutApplicationGurfield County
RECETVED
AUOO6
TYPE OF CONSTRUCÏION
tr New lnstallation
Community Development Department
108 8th Street, Suite 4ol
Glenwood Springs, CO 81601
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SCANNED V7'
GARFI
COMMU
tr Alteration
WASTE TYPE"'"9 Dwelling El Transient Use tl Comm./lndustrial tr Non-Domestic
E Other Describe
'h
Repair
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Contrector:Phone: {_)
Engineer:5 t-ç_E <_Phone: (470 I \oq-t2 5cì
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Email Address:l-l-;/]-|^.
INVOIVED PARTI
Propefi Owner:
Mailing Address:ls
MailinaAddress:
Email Address:
Mailing Address:r-k1623
PROJECT NAME D LOCATION
Job Address:sù
Assesso/s Parcel Number; Sub.
Building or Service Type:H oø,e
t/ {¿J (o ?77
lot Block
#Bedrooms: A, Garbage Disposal(Y/Nl h/ o
Aeration Plant E Vault E vault Privy lll ComRosting Toilet
Use E Recycling E eit frivy E lnc¡nerat¡on Toilet
D¡stance to Nearest Community Sewer System:/ Ç n,/e,
Was an effort made to connect to the Community Sewer System:fv
i rYPe
i
of OWTS ff sepiic rant tr
El Recycling, Potable
E ChemicalToilet E other
Conditions Depth to 1st Ground water table Percent Ground Slope
Final Disposal by F Àbı;elü" tiencrr, eeä á; p¡t o unu"rgi;und Dispersal E Above Ground Dispersal
B Evapotranspirat¡on [f Wastewater Pond fl Sand Filter
E other
WaterSource&Type ff Wett EI Spring E St¡eamorcreek EI Cistern
E Communíty ìllrater System Name
ONSITE WASTEWATER
TREATMENT SYSTEM
(owrs)
PERMIT APPLICATION
Effluent Will Effluent be discharged directly into waters of the State? E Yes r*
CERTIFICATION
Aoplicant acknowledges that the completeness of the application is conditiona! ypg* such further
;iJniËi;*;;;i;;ã¡tffi;ít*ìl"nlràfiorts as may be re'quired by the local health de.partment to be
il;ä;;å'f;;;irhä bt the ãppiicãntãr by the toéal healih department for pu"rposed.of the evaluation
äiìr,è äpËliàat¡on; änätt äiiiü"nðå òi*rË permit is. subjecr to such terms ahd ionditions as deemed
necessary to insure ."*órij..ã-*itttluies åno regulations made,.information and.reports submitted
üãiã*¡tñ'""d iequire] tä uã iuuritted by the -apllicant are or will be representqd t.g be true and
tıii*iiioìftã Ueït of mV fnowledge and '¡et¡ef åñd are designed to be relied on by the.local
ãã""rtìriã"t of t¡ealttr'¡n'uuriurtinäthe same for purposes oÍ issuingthe.permit apnlie.d for herein. I
í,;ih;;';;å;;itãnãîrrri ãny i"ts¡nãation or misreþreientation m.ay result.in the denial of the
application or revocation äi rnv pérmit granted based upon said application and legal action for perjury
as provided by law.
I hereby acknowledge that I have read and understand the Not¡ce and Certification above as well as
have provided the required information which is correct and accurate to the best of my knowledge.
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Property owner nt and Sign Date
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OFFICIAT USE ONLY
Special Conditions:
Fees Paid:
fi?5"ovTorat Fees: Sø pOPerk Fee:Permit Fee:
Balance Due:
ø
lssue Date:
I
Septic Permit:
53
Building Permit
BUII.DING/ PLANNING DIVISION:aE/"L4ß
Date
A
GAR
COMMUNITY
RECEIVED
o Sept¡c Permit for a New installãtion
r Septic Permit for Alteration and/or Repair
. Septic Perk test
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
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SEWAGE DISPOSAL PERMIT CHECKLIST
Permit applications can be obtained and submitted to the Garfield County Community
Development Department located at 108 8th Street, Suite401, Glenwood Springs, CO. See
below for additional information. All applications are required to be suþmitted in person.
PERMIT APPLICATION & SUBMITTAL RESUIREMENTS:
r Completeapplication.o 1 Copy of a Site Plan that includes well, allstreams, irrigation ditches and any
water courses. Draw in your house, septic tank and system, detached garages
and driveway. lf a change of location is necessary, you must submit a corrected
drawing.o Engineered Systems will need a copy of soil evaluationi perk rate and design for
our records prior to final inspection.
FEES: FEES ARE NOT REFUNDABLE. Payment is required at time of submittal.
Make Check payable to: Garfield Gounty Treasurer
$123.00
$l 00
AÎTACHMENTS:r Percolation Test lnstructions.r Recommended minimum requirements for Onsite Wastewater Treatment System
(owTS).
FINAL INSPECT¡ON:. When all components are in place, connected and ready to cover, request a final
inspection by the County lnspector.. DO NOT backfill any part of the system prior to the inspection.
r The initial fee covers the percolation test and one (1) inspection before cover up.
Any additional percolation test will be charged at $150.00 each and additional
inspectíons will be chãrged at $50.00 each.
r Upon final approval, carefully cover the entire system.
. Engineered Systems are inspected by the Engineer prior to backfill. A final sealed
letter by the Engineer is required to be submitted to Garfield County. As built
drawings are required.
ONSITE WASTE\,\IATER
TREATMENT SYSTEM
(owrs)
APPLICATION CHECKLIST
PERCOLATION TEST INSTRUCTIONS
The successful operation of your septic system depends on the rate the soil in which your leach
field will be installed will accept waler.
Tl{lS lS CRITICAL - lf instructions are not followed completely, technician may not do the
perk test and you will be charge a $50.00 fee for 2nd visit.
the rate of absorption is called the percolation rate and it determines the size of the leach field
needed for a partìcular flow of sewage and in some cases even detennines the feasibility of the
installation of a septic tank and leach field system.
PERCOLATTON TEST MUST BE DONE AT THË GROUND DEPTH WHERE ABSORPTION
WILLTAKE PLACE. STANDARD LEACH FIELDS ARE INSTALLEDTHREE (3) FEET
DEEP, SO THE THREE (3) PERCOLATION HOLES ARE DUG FOUR (4) FEET ÐEEP, AT
LEAST TWENTY (20) FEET APART, ¡N A TRTANGULAR SHAPE. THE PERCOLATION
TEST rS DONE lN THE BOTTOM ONE (1) FOOT OF THE HOLE.
Post Hole
ErIntl
Backhoe Hole
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A posthole digger, auger or backhoe can be used to dig the percolation test holes. lf a back hoe is used'
dig the backhãã hole 3 feet deep, with 2 steps or a ramp. Put a test hole 1 foot deep and I to 12 inches
inliameter in the bottom. lnstaliation of absorption areas (i.e. drywells) deeper than 3 feet require the
permission of the Environmental Health Department. All dry wells shall be designed by an Engineer
registered in the State of Colorado.
Saturation with water will affect the percolation rate, and since the system will be expected to operate
when the soil is saturated with water, THE LOWER TEST HOLE MUST BË FILLED WITH WATER AT
LEAST 8 HoURS BEFORE THE TEST AND ALLOWED TO STANÐ. MOTE WATET WIII bE NCCdEd tO
WHEN THE TEST IS PERFORMED.
T E One soil
profile hole shall be dug to provide observatio n of the soil profile of the area of the soil absorption system.
The hole shall be prepared at least I feet deep The hole may be terminated when ground water or
bedrock is encountered. The hole shall be prepared in such
profile 4 feet below the bottom of the soil absorption system.
a way as to provide identification of the soil
lf ground water is found in any perk or profile hole, an engineered system is required. Percolation
rales fgglglthan 5 minutes per inch or Slggglthan 60 minutes per inch will require an engineered
system and/ or Board of Health approval.
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RECOMMENDED MINIMUM REQUIREMENTS FOR
ONSITE WASTEWATER TREATEMENT SYSTEM
(orrfis)
Before construciion is started, the lnspector must be contacted for approval and detailed information concerning the proposed
disposalsystem is needed. Higher standards than those which follow may be required in individualcases to assure attainment of
ihe objective. Those objectiveı are to locate, construci and maintain onsite wastewaterlreatment systerns in such a manner that
exisiing or contemplateó water supplies will not become contaminated and so that sewage will not overflow the ground surface
and result in a nuisance or health hazard.
LIQUID CAPACITY OF TANK (GALLONS}
for use of automatic clothes washer and other water usi household
A Dweliing on less than two acres, areas of high water tables, or areas with a percolation test rate faster than 1 inch in 5 minutes
must have alternalive sewage facilities, i.e,, central collection, holding tanks, individual treatment, etc.
EXEMpTION: Absorption âreas may be allowed with percoiation rales faster than 1 inch in 5 minutes provided thê soil is a
sandy texture and no water table problems are encountered. An Engineer is required. Slopes greater than 30% also
require an Engineered System.
Septic tank construction should be of concrete material that will resist deterioration and which can be made
reasonably watertight. See code for septic tank specifications'
lf the house sewer line is longer than 10 feet between house and septic tank, a clean-out Y should be
installed outside as near as practical to the house-'
Septic tanks should be inspected once a year and cleaned when necessary. Cleaning is recommended
when space between the scum accumulation and sludge residue on the tank bottom is less than eighteen
(18) inches.
The Departmeni recommends pumping a septic tank once every four (4) years, when a yearly inspection by the
owner is not practical.
Effluent screen is required in all new and replaced septic tanks, providing access to maintain effluent screen'
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Recommended Minimum TankNumber of Bedrooms
1,000 gallonsor less
1,2504 or less
250 gallonsFor each additional bedroom, add
100 linear feet1. Maximum length of drainage line:
18 inches
6 feet
As levelas4. Maximum of
trench2. Minimum width of
between trenches or3. Minimum
6" under 2" over PVC5. Minimum depth rock under drain PVC:
6. Minimum of cover over distribution lines
7. Maximum of cover over distribution lines:
12 inches
Variable
118 lo Y,i' per linear fl.house sewer:8. Minimum
fromof9. Minimum d
tank from10. Minimum distance of
, 20 feet
5 feet
area to a wellimum distance of
,S0feet-l
50 feet
tank to a well:
area to a stream of water course:
12. Minimum distance of
13. Minimum distance of
00 feet
14. Minimum distance from septic tank and disposalfield to property lines:10 feet for drywell
10 feet fqr leach field.
4 inch díameter15. Minimum sewer and distribution