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GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
Phone (303) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Permit N~ 3825
Assessor's Parcel No.
This does not constitute
a building or use permit.
Ownsr's Name "t:Q; { ~ 1 I
~oMQ.5 Present Address I "2/]15 tf..vy ~ C 1Jci../e ~!~~one 96 3-Lft /?
system Location _____ _.fJ~{,,_gC(-'----'C""-f<_'-='-t _,,,ro""-;;-(,,__,,rJ"'"'a..._._,,_!f~-------
Lega1 Description of Assessor's Parcel No. _.1.~.:....:.(',..cC;={."="'{ ,....--_,C __ _:~_,_O_b_b_1_N;=-_~::..:_..:.Wt:.:..:J(-'h-''--'d f\~---------
d--3'13 -'35J..-DD · D'f/
SYSTEM DESIGN
------Septic Tank Capacity (gallon) ______ .Qt her
______ Percolation Rate (minutes/inch) Number of Bedrooms (or other) ____ _
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 klstatler ________________________________________ _
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 _____________________ _
Other ___________________________________________ _
Date \ ... e_ 1.:z. -Z.o v</ c ,., , c _,,JOJ!!!<""'"°""'-==----------Inspector ../Qf/Jt/ > ?otf ·
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION 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
variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine-6
months in jail or both).
Whtte -APPLICANT Yellow. DEPARTMENT
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
'
OWNER -rf,orn,::i l /3111 ''"f
/371'> ~1!2
ADDRESS CMbo.-no.;, 1 {'.O x
CONTRACTOR Sfrv._.lvo:,.L /k.~oc.. 1Ak~
.</IE~ {!ou'l "'t Jf!O t~
ADDRESS tQ/q.,w.Joo<::. Sr"¥' Cb 251r.0 I
PERMIT REQUEST FOR ftt. NEW INSTALLATION
PHONE 9 ~3-<i/'17
PHONE 9</S--Olc/7
( ) 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:
Near what City ofTown_~{!.nr""'-'--'f.xn-,=-o-'-=c,,...~-="'---------4-'-• .=.t-"-J"J,,,~,,,~..,,iz""'e""'of....,L=ot
Legal Description or Address 0 (g<:\ C ~ \IS\)
WASTES TYPE: bQ DWELLING
( ) COMMERCIAL OR INDUSTRIAL
( ) OTHER -DESCRIBE
BUILDING OR SERVICE TYPE: Sf F Dll..)e I'' '::7
( ) TRANSIENT USE
( ) NON-DOMESTIC WASTES
Number ofBedrooms __ 2-____________ ,Number of Persons 2-3
t>Q-Garbage Grinder (XJ Automatic Washer
SOURCEANDTYPEOFWATERSUPPLY: ~WELL
If supplied by Community Water, give name of supplier:
t><) Dishwasher
( ) SPRING ( ) STREAM OR CREEK
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:
Was an effort made to connect to the Community System? 2 ,.,-, ' !es / j/l>
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
Percent Ground Slope
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
2
( ) AERATION PLANT ( ) VAULT M s,EPTIC,TANK
( ) VAOLTPRIVY
( ) PITPRIVY
( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE
( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET( ) OTHER-DESCRIBE. _______________ _
FINAL DISPOSAL BY:
Q() ABSORPTION TRENCH, BED OR PIT
( ) UNDERGROUND DISPERSAL
( ) ABOVE GROUND DISPERSAL
( ) EV APOTRANSPIRA TION
( ) SAND FILTER
( ) WASTEWATERPOND
( ) OTHER-DESCRIBE ________________________ _
EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE WILL
STATE? PERCOLATION TEST RESULTS: (To be completed by
Registered Professional Engineer, ifthe Engineer does the Percolation Test)
Minutes ____ _,.er inch in hole No. I Minutes _____ _,per inch in hole NO. 3
Minutes ____ _,.er 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 of RPE responsible for design of the system: _S_Of.J..-f_i_s __ fl_r:J-..J."-i ":....~ _ _:._; "'=J
7 -tJ3//
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 ______________ _ Date
----------~
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
3
.,
·Jeff Britt
Structural Associates
4185 County Road 154
Glenwood Springs, CO 81601
June 22, 2004 I
RE: Wagon Trail Log House -AS-BUILT OWS System, Garfield CouD1rtaEJVE
SE Job No. 22123.01 .IX£iL D
JUN 2 8 2004
Dear Jeff: GARFIELD C
. BUILDING & ~~TY
Pursuant to requirements, this letter provides documentation that the new Onsite Wastewater System (OW~) NG
recently installed at the above referenced site is in general compliance with the permitted design. Sopris
Engineering inspected the excavations and the installation of system components at various times during
construction prior to final backfill. The system constructed on 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 permitted design specifications
for the system.
The System was installed in accordance with Garfield County Regulations; the design presented in the Sopris
Engineering design drawing dated October 10, 2003. A 1000-gallon dual compartment concrete septic tank was
installed with appropriate sanitary tees and an effluent filter in the outlet tee. The absorption field was constructed
with a total of 30 standard leaching chambers in a long bed configuration with 2 rows with 10 chambers each. The
chambers were placed over 12" of sand overlying approximately 1-2 feet of onsite-screened pit run type material.
The chambers were backfilled with screened native soil. The bed was installed level. Inspection ports were
installed on each row at the end chamber. A 4" perforated distribution lateral was installed along the length of each
row. The chambers were installed in suitable soils consistent across the field. No ground water was encountered to
a depth of 10 feet.
The field has individual distribution lines to the head of each chamber row from a distribution box. The distribution
box was installed level on compacted ground with a riser to the surface. The construction was completed utilizing
specified materials installed according to design. The minimum setback distances have been maintained.
OWS Operation and Maintenance
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
inspect the OWS and to perform all maintenance and repairs as necessary to ensure that the system is in
good operating condition and performing as designed.
The OWS should require minimal maintenance. Several factors influencing the need for maintenance
include: actual wastewater flows versus design flows, the volume of kitchen/domestic waste (excluding
human waste and toilet paper), excessive household chemicals and other toxic liquids. The tank, sanitary
tees and effluent filter should be visually inspected bi-annually for clogging debris, damage, leaks, or other
potential problems. In general, for a properly utilized system, septic tanks should be pumped and inspected
I 502 Main Street• Suite A3 •Carbondale, CO 81623 • (970) 704-0311 •Fax (970) 704-0313
SOPRIS ENGINEERING LLC civil consultants
j
Jeff Britt
SE Job No. 22123.01
June 22, 2004
Page2
every 2 - 4 years. The effluent filter should be cleaned every six months and at the time of pumping.
Absorption fields should be maintained with suitable vegetative cover and kept free of root invasive plants.
Positive surface drainage away from the absorption field should be maintained.
If you have any question or need any additional information, please call.
Sincerely,
SOPRIS ENGINEERlNG, LLC
~~s /;::;~Rutledge
Design Engineer
)
~
~
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GRAPHIC SCALE
• 0 M • • • ~-~ I I ~-
(D<l'DT)
l lnah -20 ft.
CRO'Mll FlElD TRENCH TO
ot'v£RT SURFACE WATER • PYC OISlRIBUl\ON.
STANDARD
INFIL lRA TOR
HYDRO COMPACT SAND WITH WATER·
AND lE\IEl. BOITOM SURF' ACE
UNDISTURBED
EARl><
LATERAL PIPE
I~ . · .. •, .. " . . . ' ·~ ~~~'ft= S'"D .~'¢., \V_, :C::Y., ,\!,.,_ \'.V, \\?,.. <"<A«:c:;: Y,, EFrECTI\€ StZE'. 0.25-0.6 MM,
t-----7'------i
NOTE: ALL ROWS Of" INFILTRATORS IN A BED MUST BE LE\!£L
MAXIMUM DEPTH or ems NOT TO EXCEED 48". INLET AND
END CAPS ARE TO BE INSTALLED OH EACH ENO INFILTRATION
CHAMBER RESF'ECTIV\.EY. INSTALL 4" PERFORATED PIPE
ALONG THE ENTIRE L.!NGTH Of EACH ROW Of CHAMBERS.
PIPE lO 8'E INST ALL.ED ALONG 1HE BOTTOM SURF ACE Of iHE
'MTH UNIFORM. COEf'.•< 4.0
SELECT SOIL REPLACEMENT
NATIVE OR IMPORT SILlY,
SAND '# / GRA \!ELS
IATl\IE GRA'v£1.LV
SANO SOIL
'·
2.
3.
4.
••
••
JSOS SYSTEt.4 NOTES
MIO A TWO-WAY CLEAN OUT ON 1ltE SERVI.CE LINE FROM THE HOUSE.
Ail.. MATERIALS AND INSTALLATION SHALL CONFORM TO STATE AND
COUNTY INOIY1DUAL SEWAGE DISPOSAL SYSTEM (tSDS) REGULATIONS.
ALL SEVIER LINES TO BE SOR-J5 OR SCHEDULE 40 P. V.C. PIPE UNLESS
NOTED OTHERWISE.
'THE CONTRACTOR SHALL ENSURE THAT THE SEWER LINES, SEPTIC TANK AND
RISERS ARE WATERTIGHT. ALL PLUMBING FIXTURES AND OWS COMPONENTS
SHALL BE INSTALLED AND MAINTAINED TO AVOID SURFACE OR GROUNDWATER
!'ROM EN1ERlNG TI-IE S'<STEM.. A SANITARY BAFFLE TEE IS REQUIRED ON THE
SEPTIC TANK INLET.
IT IS IBE RESPONSIBILITY Of' THE CONlRACTOR TO CONTACT ALL
l.ITILITY COMPANIES FOR F1El.D LOCATIONS Of' UTIUTIES PRIOR TO
CONSTRUCTION AND EXCAVATION •
THE ABSORPTION TRtNCH/BEDS MUST BE MARKED AND PROTECTED TO
PR£'Ai:NT DA.MAGE FROM VEHICULAR AND LIVESTOCK TRAFFIC.
7. THE TANK SHALL BE INSTAU.ED LEVEl ON COMPACTED EARTH. INSTAU.
WATERTIGHT RI.SERS AS NECESSARY TO BRING Al.1. R£QUtRO> ACCESS
POINTS TO 1HE ANISHEO SURFACE GRADE.
B. THE ENTIRE ABSORPTION FIELD SURFACE MUST BE RE\1£GATATm.
9. 1HE ABSORPTION AELD SURFACES MUST BE CROWNED TO 011/ERT
SURFACE DRAINAGE AWAY FROM 'THE lRENCHjBEOS.
10. 1HE DIMENSIONS SHOWN ON 1HE PLAN INOICA TE MINIMUM A.REA ANO
SEPARATION DISTANCES FOR THE TRENCHES/BEDS.
11. 1HE U:ACHING CHAMBERS SHAU. BE INSTALLEO LEVEL WITH A MINIMUW COVER
OF 10 INCHES NOT TO EXCEED J6 INCHES.
12. 1HE ABSORPTION FlELD SHAU. SHAU. BE CONSlRUClEO WITH A MINIMUM Of
12 FEET OF SELECT FlLmt SAND UNDER THE LEACHING CHAMBERS. UP TO
2 FEET Of ON-SITE REPLACEMENT SOIL MAY BE PLACED BELOW TiiE FILTER
SAHi> AS NEEDED. TI-IE f\E\..D CHAMBERS W\ll. BE B/l.CKf1\J.ED 'MTH NAll\IE
MATERIAL VOID OF Roa<S THE BACKF'ILL MATERIAL SHAL.L NOT EXCEED 2
1/2~ DIAMETER AND SHALL BE PLACED TO AT LEAST 8 INCHES ABO\JE lHE
1'oP OF THE CHAMBERS. THE SCR£ENED BACKFli. SHAU.. BE CO'vt'.RED 'MlH
FILTER FABRIC. A MINIMUM 4• DEPTH OF' TOPSOIL IS TO BE PLACID ABOVE
1HE BACKF'ILL TO THE TOP SURFACE Of THE f1El.D. VERTICAL INSPECTION
PORTS SHALL BE INSTAil.ED FROM TiiE CENTER PRE MARKED HOLE OM TiiE
TOP Of THE END CHAMBERS.
(T'l'P. ENDS or EACH ROW)
13. ALL INSTALLATION OF FIELD CHAMB£RS SHAU BE IN CONFORMANCE
'MlH THE MANUFACl\.IRES lHSTAl.l.A110N INS1RUC110HS.
:>N PORT.
T'M) WAY CLEAN OUT
PROPOSED GRADE· PROPOSED BUILDING
~-~ ~::I ~~7~~ l~~w.1.:.:::
DISTRIBUTION LINES
AT MINIMUM 1" SLOPE
ISCHARGE LINE
EFFLUENT DJSCHARGE LINE
AT MINIMUM 1" SLOPE
r--
TYPICAL CROSS SECTION SYSTEM DETAIL
N.T.S.
nL.TER cONTAiNEDTfii-A 4··eAFFLt OU'flEI 1u. IRE'. tlLIER SAOOW Al ,
AND/OR CLEANING THE FILlER ~y SIX MONTHS MINIMUM ANO AFTER
INSPECTED EVERY SIX MONlHS. MAINlENANCE SHALL INQ..UDE INSPECTION 11
PERIODIC PUMPING OF THE TANK.
3. THE DISTRIBUTION SYSTEM SHALL OISlRIBUlE FLOW EVENLY TO EACH
CHAMBER ROW. THE MINIMUM SLOPE Of' THE DISCHARGE LINE FROM THE
TANK TO THE DISTRIBUTION BOX SHALL SHALL BE INSTAUID AT A
MINIMUM 2" SLIP£. THE INDIVIDUAL DISlRIBUTION LINES SHALL BE
INSTALLED AT A MINIMUM OF 2ll;: SLOPE.
4. ALL DISTRIBUTION PIPING, CONNECTIONS ANO FITllNGS SHALL BE TIGHT
ANO INSTALLED TO INSURE EQUAL DISTRIBUTION THROUGH THE SYSTEM.
GENERAL NOTES:.
1. n£ ISOS SYS"lEM AS SH~ ON THE PLAN ANO THE DETAILS MRE
DESIGNED BY SOPRIS ENGINEERING. THE PRCPOSEO LOT CONDITIONS
AND SURVEY INFORMATION WAS PROVIOID BY SOPRIS ENGlNEERING
NO. DATE REVISION
i I.
I
i
I
J ~~l ~G .. ~1
'f>~ " et']
Bl y
WAGON TRAIL LOG HOUSE
GARFIELD COUNTY, CO
JEFF BRITT, STRUCTURAL ASSOCIATES
PRELIMINARY
ON-SITE WASTEWATER SYSTEM
SoPRJS ENDINll'ERIND, LLC.
DRAFT SITE PLAN AND SYSTEM DETAII.'l
CIVIL CONSULf'ANT,~
502 MAIN SlREET, SUllE A3 DES. PER I CK YTN I FILE NO. !SHEET~
CARBONDALE, CO 81823 ' ' .............. "'"
\A 1\
" "
" "
PROPOSED 1000 GAL SEPJJC TN«
Mf1H RfSERS. 70 SURFACE. M'TAU.
NI OREHCO S'tSJDf Em..UENT
Fl.7ER IN 1H£ OUJL.ET JEE.
4• OA\1TY Em.IJENT LINE
&fl.OW SPUT1£R 8AS1H DIST. SOX
MlH SNAP IN FLMI £QUAUZER$
IHSTAU. ACCESS UO TO SURFACE
~ LtlES (lYP.)
~ _,--
6'
PROPOSED ABSORPTION 1ffEHCH 8EDS
USE' 30 INFl.1RATCIR CHAMBERS fl A BED tllH .2
ROWS OF 15 CHAMBERS PER BED. l.OCAJKW OF
JRO«:fE BEDS MUST 8£ lllJIW lHl' GEN£RM.
LOCA.110H SHOW1 AND MEET AU CCUfTY SE18Aat'
R£'QURDIEH1s. »£ S)STEll SHALL BE PWllBED f1'R
EQUAL DG1Rf8U1KW. THE a£W8ERS fl ~
1RENCH am SHALL 8£ llSTMUD AT 1£\11. GRAD£.
'DE 80TJDll S.£VA1'0N OF £AOI 1RENOf BED MAY
DfPJH OF .fa INCHES
f
c
I
~{-I;--
1 o· .'jO.
FROf'/ TUN£
SETBACK
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-jlG> o~ G>..p ...._,_
<'.) ..,
-------"'-~ "'
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"' '--Gt50 -
1.30.9'
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'-----C/57_
----------c,a<-
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·/HSP£Cll()H PORT (rn'.)
4~ DIS1RIBU110N
GRAVITY LINE
FROM SEPTIC TANI<
SNAP-IN F\.OW EQUALIZER
INSI
W/
• SOUO PVC GRAVITY
OISlRIBUTION PIPES (i't'P.)
TO ABSORPTION FEILD
FLOW SPLITTER BASIN DETAIL
N.T.S-