HomeMy WebLinkAbout03904GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
Phone (303) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
Permit N~ 3904
Assessor's Parcel No.
~1?1-c63. co -bW
This does not constitute
a building or use permit.
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SYSTEM DESIGN
______ Septic Tank Capacity (gallon)
______ Percolation Rate (minutes/inch)
Required Absorption Area -See Attached
Special Setback Requirements:
Date _____________ Inspector ___________________________ _
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer ________________________________________ _
Septic Tank Capacity ______________________________________ _
Septic Tank Manufacturer or Trade Name --------------------------------
Septic Tank Access within 8" of surface --------------------------------
Absorption Area----------------------------------------
Absorption Area Type and/or Manufacturer or Trade Name --------------------------
Adequate compliance with County and State regulations/requirements _____________________ _
Othe•------------------,~~------.-~-----------------
Date ____ lnspectohUI~ ~~t( ~/ ,f. fufldr-
RETAIN WITH RECEl;;;;/;ORDS AT Ccz;T:UCTION SITE
•CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S. 1973, Revised 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a
requirement of the permit and cause for both legal action and revocation of the permit.
3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material
vanation from the terms or spec1f1cations contained 1n the application of permit commits a Class I, Petty Offense ($500.00 fine - 6
months 1n jail or both).
White -APPLICANT Yellow -DEPARTMENT
' INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER :)\v, J j, /(, m (}1 u-f'C~usfnv
ADDRESS IBD LAA \.n 01Y5 u:: z..vs g.A....,Ul)ttoNE q10-(11ZS·llYZ.
CONTRACTOR T~ \-\p 0:nMb L( £.,,.,...
ADDRESS Dr'-IS" ~&I 24$" f:,Fl&. 10 6lb$D PHONE <;10-iakS -Oloe;
I
PERMIT REQUEST FOR ())..NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY:
NearwhatCityofTown €?,,;{:~ SizeofLot 10, Z."32.. CU:<.9-4
Legal Description or Address /A I ~ ~'Yf"ib--~fuM..e,,,,, ][
WASTES TYPE: (X) DWELLING CJl~ ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
()OTHER-DESCRIBE _______________ ~
BUILDINGORSERVICETYPE: __ e_e:_:i;,_;~-------------------
Nwnber of Bedrooms ---'3=-_________ N.wnber of Persons_-=Z.."'----
( ) Garbage Grinder (X) Automatic Washer
SOURCE AND TYPE OF WATER SUPPLY: (7') WELL
If supplied by Community Water, give name of supplier:
(X) Dishwasher
( ) SPRING ( ) STREAM OR CREEK
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: '1 ~.Lui ------------
Was an effort made to connect to the Community System? ---'""'"'-------------
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System (septic tank & disposal field) to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table __ ~O~~-------------------
PercentGround Slope __ -L--'1c..,o.__ _____________________ _
L, •
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
<X> SEPTIC TANK ( ) AERATION PLANT
( ) VAULT PRIVY ( ) COMPOSTING TOILET
( ) PIT PRIVY ( ) INCINERATION TOILET
( ) CHEMICAL TOILET( ) OTHER-DESCRIBE
FINAL DISPOSAL BY:
( ) ABSORPTION TRENCH, BED OR PIT
( ) UNDERGROUND DISPERSAL
( ) ABOVE GROUND DISPERSAL
( IJ OTHER-DESCRIBE L~ bJ.! w ( h lkmbcro
( ) VAULT
( ) RECYCLING, POTABLE USE
( ) RECYCLING, OTHER USE
( ) EVAPOTRANSPIRATION
( ) SAND FILTER
( ) WASTEWATERPOND
~ tPe<L Tt: it :zogsj-¢ yf Nt D'
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? A/o
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the
Percolation Test)
Minutes, ____ _,,er. inch in hole No. l Minutes _____ _,,er inch in hole No. 3
Minutes per inch in hole No. 2 Minutes er inch in hole No.
Name, address and telephone ofRPE who made soil absorption tests:-------------
Name, address and telephone ofRPE responsible for design of the system:----------
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and
additional tests and reports as may be required by the local health department to be made and furnished by the applicant
or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is
subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made,
information and reports submitted herewith and required to be submitted by the applicant are or will be represented to
be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of
health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any
falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based
upon said application and in legal action for perjury as provided by law.
~~
signed .5lJ ;tlrcL:\a,... Date 1~-0JJ-0.]
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
06/09/2004 13:37 970-704-0313 SOPRIS ENGitEERING PAGE 01
May 19, 200-0
• Kim and Shad Murchison
0145 County Road 225
Riflc,CO 81650
RE: Murchison Residence -AS-BUILT OWS System, Lot lB, Parrington Subdivision
Exemption II, Garfield County, CO
SE Job No. 24063.01
Dear Kim and Shad:
Pursuant to requirements, this letter pro\'ide5 documentation that the new Onsite Wastewater System (OWS)
recently installed at the above referenced site is in general compliance with the permitted design. Sopris
Engineering inspected the excavatiOlll 1111d the installation of system components at various times during
construction prior to final backfill. The system constructed oa site was designed and built to serve the needs of the
newly constructed 3-bedroom house. Sopris Engineering performed visits to inspect and document the as built
conditions of the constructed system. We have coordinated our efforts with the system installer. The as built
conditions and installation of the new OWS components is in compliance with the pennitted design speci.fications.
for the system.
Tbe System was installed Jn accordance with Garfield County Regulations; the design presented in the Sopris
Enpneering Repon and the design drawing dated April 21, 2004. A 1250-pllon dual compartment concrete septic
tan.k was installed with aPP">Priate sanitary tees and an effluent filter in the outlet tee. The absorption field was
constructed with a total of 20 standard leaching chambers In a trench configuration with 2 trenches with 10
c:halllbem each. The chambers were baddilled with native soil. &ch trench was installed level. Inspection ports
were installad on each comet end chamber. The chambers were installed in suitable !!Olis consistent across the
field. Additional observations of the soils within the field were pedonned during construction indicating that the
soils are consistent with the descript{on in the geotechnical repon. No pund water was encountered to a depth of
10 feet.
The field has indMdual distribution lines to each trench ft'om a concrete distribution box. The distrib11tion box was
installed level on compacted ground 1111d is marked with a buried piece of rebar. The construction WRll completed
utilizing specified materials installed acconling to design. The minimum setback distances have been maintained.
OWS One!'!!tion and M•inJepam
All components of the engineered OWS shall be inspected on a regular basis and be properly maintained.
The re establishment of vegetative cover over the field and responsibility for inspection and maintenance of
the system will remain with the Lot Owner or the owners representative. The owner shall periodically
inspcct the OWS and to perfonn all maintenance and repairs as necessary to ensure that the system is in
goo~ operating condition and performing as designed.
The OWS should require minimal maintenana:. Several factors influencing th.e need for maintenance
Include: actual wastewater flows versus design flows, the volume of kitchen/domestic waste (excluding
human waste and toilet paper), excessive household cllemicals and other toxic liquids. The tank, sanitary
tees and effluent filter should be visually inspected bi-annually for cloggin& debris, damage, leab, or other
potential problems. In general, for a properly utiliud system, septic tanks should be pumped and inspected
I 502 Main Street• Suite A3 •Carbondale, CO 81623 • (970) 704-0311 •Fax (970} 704-0313
SIPRIS ENllNEERlll • llC
. ., 0610912004 13:3.7 970-704-0313 SOPRIS ENGINEERING PAGE 02
Kim & Shad Murchison
SE Job No. 24-063.01
May19,2004
Page2
every 2 • 4 years. The effluent filter should be cleaned every six months and at the time of pumping.
Absorption field.~ should be maintained with suitable vegetative cover and kept free of root inva.~ive plants.
Positive surface drainage away from the absorption field should be maintained.
If you have any question or need any additional infonnation, please call.
Sincerely,
SOPRIS ENGINEERING, lLC
~~
Paul E. Rutledge
De&isn Engineer
=
PROPERTY
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LAYOUT Of PR<l'OSED 1RENOtES AND
saL CONDfllONS TO BE APPRO'm> BY
THE ENGINEER PRIOR TO EXCAVATlON.
Nft MCDFtCATIONS TO 11£ DESIGN
OF SVS1DI WILL BE DEPENDANT ON
ADDmONAL GEO-'IEONCAL
EVALUATKJNS PRIOR TO
CONSlRUCllON.
IHSPEC-PORT (T'IP.)
N 89°59'0~ W .~-.
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NOTE· EACH RUN OF CHAMBERS MUST
INLET AND ENO CAP TO BE USED
CHAMBER. INSTALL 4• PVC INSP(1
STADAAD CAPACllY
INFILTRATOR CHAMBER (TYP.)
SCARIFY/TILL BOTTOM SURFACE
A DEPTH OF :r AND RAKE LEVEL
W/ CAP ON EITHER END OiAMB~ EACH TRENCH.
MAINTAIN 6' OF UNDISTURBED SOI ' BETWEEN
TRENCHES. THE TRENCH BOTTOM VATION OF
ADJACENT lRENCHES MAY VARY. YERAGE DEPTH OF
TRENCH BOTTOM SHAU NOT EX J6 INCHES.
,,.
12• -24·
MIN. MAX.
INFILTRATOR CROSS SECjION DETAIL
\_............,.,......., ...
FIELD TO BE LOCATED A
MINIMUU OF '2ff FROil THE
D'Ml.LING AND 100' fR<JM
lHE WEU.
\ l'WD-WAY
a.EANOUT
.... SEWAGE LINE
FROM HOUSE
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OWS SYSTEM NOTES
1. ALL MAtERIALS AND INSTALLATION SHAU. CONFORM TO STATE AND
COUNTY INDl\-JDUAL SEWAGE" DISPOSAL SYSTEM (ISDS) REGULATIONS.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL
UTILITY COMPANIES FOR F1EL.D LOCATIONS OF UTILITIES PRIOR TO
CONSTRUCTION AND EXCAVATION.
3. ALL SO\ER LINES TO BE SDR-35 OR SOiEDULE 40 P.V.C. PIP£ UNLESS
NOTED OTHERWISE.
-4. INSTALL A TWO-WAY CLEAN OUT ON THE SERVICE LINE FROM THE HOUSE.
5. THE SEPTIC TANK SHALL BE INSTAU.ED LE\£1... ON COMPACTED EARTH. INSTALL
WATERTIGHT RISERS AS NECESSARY TO BRING ALL REQUIRED ACCESS
POINTS TO THE FINISHED SURFACE GRADE. PR0\10E BOUANCY COMPENSATION
IF GROUNDWATER LEVELS 'Mil RISE ABO\£ THE BOITOM OF THE TANK.
6. A SANITARY BAFFLE TEE IS REQUIRED ON THE SEPTIC TANK INl.ET AND 0Un.£T.
INSTALL THE" KET ~ OUllET TEES PLUMB AND IN A POSITION TO AU..OW
EASY INSPECTION NID MAINTAINANC£ OF TANK FROM THE TANK RISERS.
7. ~ RE"COMMENO THE INSTALLATION OF A 4" EFJ'LUENT FJLTER CONTAINED IN THE
4" 9AFFl.E OUTLET TEE OF THE SEPTIC TANK. THE FILTER SHOULD BE
INSPECTED EVERY SIX MONTHS. THE EFFLUENT FILTER SHALL BE MAINTAINED
AND aLANED MiEN' THE TANK IS· PERIODICAll Y PUMPED OR AS NECCESSARY.
INSTALL A SUITABLE EXTENSION ON THE FILTER WITH A HANDLE TO BE WITHIN
6" BELOW THE ACCESS LIO.
8. THE CONTRACTOR SHALL ENSURE THAT THE SEYl£R LINES, SEPTIC TANK ANO
RISERS ARE WATERTIGHT. ALL PLUMBING FIXTURES AND OWS COMPONENTS
SHALL BE INSTAU.fD AND MAINTAINED TD A~D SURFACE Cft GROUNDWATER
FROM ENTERING THE SYSTEM AND TO PREVENT LEAKAGE FROM THE SYSTEM.
IN-HOUSE PLUM'SING FJXTURES SHALL BE MAINTAINED TO PRE\£NT EXCESS
WATER FROM ENTERING THE SEPTIC SYSTEM.
••
10.
11.
12.
13.
14.
THE DIMENSIONS AND NOTES SHm.N ON THE PLAN INDICATE MINIMUM AREA,
LENGTH, MOTHS AND SEPARATION DISTANCES FOR lHE TRENCHES, BED OR
MOUNDED ABSORTION FE.D.
THE ASSORPTIOH TRENCHES SHALL BE EXCAVATED TO LEVEL GRADE IN
NA Tl\£ EARTH. STANDARD LEACHING CHAMBERS WILL BE PLACED IN THE
TRENCHES OVER THE NATIVE SOIL THE TRENCH BOITOM AND SIDEWALLS
SHALL 8£ SCARIFIED ANO/OR RACKED JF SMEARING OCCURS.
THE LEAO-llNG CHAMBERS SHALL BE INSTALLED L£\£L WllH A MINIMUM
CO\£R OF 10 INCHES NOT TO EXCEED 24 INCHES ANO CONNECm> FOR
SER/Al DISTRIBUTION.
A SPLASH PLATE SHALL BE INSTALLED ON THE TRENCH BOTTaif BELOW
EACi TRENCH fNL£T Cft AN APPROPRIATE CHAMBER DID Pl.A TE SHALL BE
INSTALLED TO PREVENT SCOURING. END PLATES SHALL BE INSTALLED OH
THE !ND aiAMBERS IN EACH TRENCH.
\£RTICAL INSPECTION PORTS SHALL BE INSTALLED FROM THE CENlER PRE
MARKED HOlE ON THE TOP OF THE END CHAMBERS. (TYP. END OF EACH
ROW) THE PORTS MAY HAVE TREADED CAPS AT GRADE.
THE CHAMBERS WILL BE BACKF11.l.£D WITH EXCAVATED MATERIAL \IOID OF
ROCKS. THE BACKFILL MATERIAL SHALL NOT EXCEED 2 1/2• DIAMETER AND
SHALL BE PLACED TO AT LEAST 6 INCHES ABO\£ THE TOP OF THE
CHAMBERS. THE TOP OF THE PLACED BACKFILL SHALL BE CO\£RED WI TH A
LAYER OF FILTER FABRIC. A MINIMUM -4• DEPTH OF TOPSOIL IS TO BE
PLACED ABOVE THE BACKFTt.1. TO THE SURF ACE.
15-~l~sr~.~~ ... C!.~~~-~.~~~~~~-~-IN CONrORMANCE
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·Waterline Eas
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267.14'
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1\\0 WAY CLEAN OUT
PROPOSED GRADE·
ACCESS RISERS W/ UOS
AT THE SURF ACE
PROPOSED BUILDING
rnsTING~rkFLTER=>~ j >~ DMSiB-r
~4 I
DISTRIBUTION LINES
AT MINIMUM 1.:C SI.OPE
EFFLUENT DRAIN LINE
AT MINIMUM 2S SLOPE
·1250 GAL SEPTIC TANK
EF11.UENT DISCHARGE LINE
AT MINIMUM 1.:C SLOPE
DISTRIBUTION BOX
BURIED REBAR TO
MARK LOCATION
CROSS SECTION SYSTEM DETAIL
uot1s.01 Z«IU-ars-slf'.-.ll'G 4/.IO/IM'
ll'l::OIAA..LLV ,.., "..,,.,._ ... ,.. _,. --· -, -··-···--·--'"'''"-"'''"''' -··--SHALL. Bf INSTALLED AT A MINIMUM Of 1" SLOPE.
20. THE CONNECTING DISlRIBUTION LINES SHALL BE INSTAUED AT A MINIMUM
OF TS SLOPE TO lHE INLET OF EAQ-1 TRENCH ROW. All DISTRIBUTION
PIPING. CONNECTIONS ANO FJTllNGS SHALL BE WATERTIGHT ANO INSTAU.ED
TO INSURE EQUAL DISTRIBUTION THROUGH THE SYSTEM.
GENERAL NOTES:
1. THE OWS SYSTEM AS SHOWN ON THE PLAN ANO THE DETAILS ~E
DESIGNED BY SOPRIS ENGINEERING. THE EXISTING LOT CONDITION'S
AND SURVEY INFORM A TlON WAS PR0\.10£0 BY BOOKCUFF SURVEY, INC ..
OPRIS E.M'IINEERl.M'I, UL:.
'IVIL CONmTLTANtSI
S02 MAIN SlREET, SUllE A3
CARBONDALE, CO 81823
(970) 704-0311
NO.I DAT, REVISION
0145 COUNTY ROAD 225
GARFIELD COUNTY, CO
KIM & SHAD MURCHISON RESIDENCE
ONSITE 11"ASTE11'ATER SYSTEM
SITE PLAN AND SYSTEM DETAil.S
DES. PER I CK YTN
DR. PER I DATE 3/18/tU
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