HomeMy WebLinkAbout03670•
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GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81801
Phone (303) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Permit N~ 3670
Aaseaaor'a Parcel No.
d-~3-5it -oo-.? 79
This does not constitute
a building or use permit.
Owner"s Name_fu:..:_.:_;.:_/e_y,_,,L.....!7J-''1--'---c.:..:1111.:..t( ... '15~_ Present Address ) 3? I:; HwpJ. ( ~It re ~' LJ3 Phone '1 b 3-1./"8.J?
System Location ___ 0~5._5~l/-~8~/~/,tf~, ~fle~f'~O~"~f<.~dJ~. ---'C=a..o:...r-=J:v<..:...,..=.J"'-<l '-'--/f----'-Cb--=-'( l...:...b__,,,O-..J..___
Legal Oescription of Assessor's Parcel No. ________ _,fJ__,_n":n:o-c"'e'-L{--c-_fJ!...!. __ l{;__i:ll:::hh=?c:.•'1'-1C..:S>---"'l'£."'-'-W=l1f!F"/J=b.:_,.:_• __ _
d39_3-3tfl-c)O-Jl~
SYSTEM DESIGN
______ Septic Tank Capacity (gallon) ______ O.ther
______ 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 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 _____________________ _
Other------------------------------~-------------
b -S-~ 0 l.-Inspector Sc? ()JU .S LJ. 0 • PaA Q~ ' Date
RETAIN WITH RECEIPT REC~RDS 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.$. 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 specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine -6
months in jail or both).
White -APPLICANT Yellow -DEPARTMENT
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER__._.µ..>.._,_._,......_....._-"'-'~-'-"'-¥----,-......----..-------~~---~~
ADDRESS ----1-'~~::i!U..~~~.:...rl..!llf'-l-.!.ILl!l~~wY~ PHONE 'j 6 J -Cj~ I ]
CONTRACTOR.....::::~~~~t...a_;)l,-.,---JC:O!o..d..JW~&.&!!«:t.._~---------~
ADDRESS lft~" Ct l~-Lf QhuJQ" J9oc1n°)'6 PHONE 9f£-OIL./? y CJ e1 ft.&
PERMITREQUESTFOR ( ) NEWINSTALLATION FTERATION ( )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,~~~L..!:~u..:i.~~~-~~-.,--~_Qg,!W!!.A&J~;-¥....:....L.!.:..L~±:::-
Legal Description or Address J? l'C.. ~ ~ ""' ,1-t.&...
WASTES TYPE: VOWELLING ()G;L{ ~h .. -e
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( )OTHER-DESCRIBE. _____ ~---~~-~-~-
BUILDING OR SERVICE TYPE: __ S-+/_.f_D_w_r.c._l_\;""'"d-:1---------~--
Number of Persons -~8 ___ _
y:> Garbage Grinder f;>c) Automatic Washer
SQURCE AND TYPE OF WATER SUPPLY: ~L
yq Dishwasher
( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier: ______________ _
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: __ °3=--_VVl__,_-,,__1 .__/ -e~.J........__'f_._fF--Ff-'-~""""-O~\cP-
Was an effort made to connect to the Community System? ___ )""'/ ..... o ........ ________ _
A site plan is required to be submitted that indicates the foDcnrinr MINIMUM distances:
Leacll.Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System to Property Lines: (septic tank &leach field)lO feet
YOUR INDIVIDUAL SEW AGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITTONS:
Depth to first Ground Water Table. ____________________ _
Percent Ground Slope ____________________ ---;-----
S' y~ +.o "oq__ deS~~~e__l ~y \\-~ Geo--\e_~ .
2
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
O<J SEPTI~TANK ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POT ABLE USE
• ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET ( ) OTHER -DESCRIBE
FINAL DISPOSAL BY:
()Q ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER -DESCRIBE
WIU.. EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the .
Percolation Test)
Minutes ____ 1per inch in hole No. l Minutes ____ _,per 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: 8 . P. Ge crfe c..h G).$.
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
fillsification or misrepresentation may result in the denial of the application or revocation of any permit granted based
plication in legal action for perjury as provided by law.
Date J-/ 1 .-0 2-
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
3
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1H
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GRAPHIC SCALE ..J • • • • ~-. ~ I I
(Dll'llT)
1 Inch -20 ft.
CROVrtol FIELD 'l'RENCH TO
DIVERT SURFACE WAlER
SOD OR OTHER SUITABLE
VEGETATIVE COVER
4 • PVCOISlRISUTION
LATERAL PIPE
SCREENED BACKFILL
NATIVE SOIL ANO
GRAVEL. NOT TO
EXCEED 2-1/Z" DIA.
STANDARD
INFILTRATOR
HYDRO COMPACT SANO WITH WA TEI
ANO lEVEl BOllOM SURF ACE
UNDISTURBED
EARTli ------7'----~..i
NOTE; All ROWS OF' INFILTRATORS IN A BED MUST BE 1..£\'[L
M.AXIMUM D£P'TI-I OF ems NOT TO EXCEED 35•. INL£T ANO
(NO CAPS ARE TO BE INSTM..LED ON EACH END INFILTRATOR
a-iAMBER RESPECT1'¥1..EY. INSTALL 4• PERFORAtm PIPE
ALONG THE ENTIRE LENGTH OF EACH ROW Of CHAMSfRS.
Plf'E TO BE IHSTM.l.ED M..ONG lHE BOTTOM SURFM:E t;:fi lHE
9EOS 'MTH lHE ORIFICES POINTED DOWNWARD. INSTALL A 4•
\O:TICAL INSPECTlON RISER FROM ntE CENTER a.JT OUT ON
TI-1€ TOP OF THE LAST OiAMBER IN EAOi ROW.
SAND MEDIA LAYER
COARSE TO MEDIUM SAND
EFFECTIVE SIZE 0.25-0.6 MM,
WITH UNIFORM. C0£F.•< 4.0
LECT ~ REPLAC\:MENT
NATl'¥E OR IMPORT SILTY,
SAND W/ GRA\oELS
IATIVE GRA'-'ULY
SANO SOIL
"'1::l"i<:.'<:.'-<:.'Ti",...mT
1
n.'T c;-m * ,,.T""-,_ ..,...... .,., ~ ..-,, t .,., ... ,..,.,r
1.
2.
3. ..
ISOS SYSTEM NOTES
ADD A TWO-WAY Q..£AN OUT ON 1H£ SER\1CE LINE FROM TI-IE HOUSE.
ALL MATERIALS AND lNSTALLAllON SHALL CONFORM TO STATE AND
COUNTY INDIVIDUAL SEWAGE DISPOSAL. SYSTEM (ISDS) REGULATIONS.
AU. SEYIER LINES TO BE SOR-~ OR SCHEDUt.f 40 P.V.C. PIPE UNLESS
NOTED OTHERYltSE.
THE CONTRACTOR SHALL ENSURE THAT THE SEWER LINES, SEPTIC TANK AND
RISERS ARE WATERTIGHT. AU. PLUMBING FIXTURES AND OWS COMPONENTS
SHAU.. BE INSTALL.ED AND MNNTAINED TO AVOIO SURFAO:: OR GROUNDWATER
FROM ENTERING 1HE SYSTEM. A SANITARY BAFFLE 1tE IS REOUIR£D ON THE
SEPTIC TANK INLET.
e. IT IS lHE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL
UTILITY COMPANIES FUR FIELD LOCATIONS OF UTILITIES PRIOR TO
CONSTRUCTION AND EXCAVATION •
••
7.
1HE ABSORPTION TRENCH/BEDS MUST BE MARKED AND PROTECTEO TO
PRE\OIT DAMAGE FROM \'EHICULAR AHO LI'vESTOO< TRAFFlC.
1HE TANK SHALL BE INSTAl...l.ED LEVEL ON COMPACTED EA.Rn.I. INSTALL
WATERllGHT RISERS AS NECESSARY TO BRING AU. REQUIRED ACCWS
PotNiS TO lM£ F\NtSHED SURF AC£ QAAOE.
8. 1HE ENTIRE DISPERSAL FIELD SURF ACE MUST BE REYEGAT A TED.
g, THE DISPERSAL. FlELD SURFACES MUST BE ~O'MllED TO DIVERT
SURFACE DRAINAGE AWAY FROM THE TRENCHES.
10. THE DIMENSIDHS SHOWN OH iHE P\JoN IMDICA'tE MINIMUM AREA At&D
SEPARATION DISTANCES FOR THE TRENa.IES/BEDS.
11. TI-IE LEACHING CHAMBERS SHALL BE INSTALLED LEVEL WITH A MINIMUM COVER
Of 10 INCHES NOT TO EXCEED 2-4 INCHES.
12. THE ABSORPTION FIELD SHALL. SHALL SE COHSlRUCl'EO Mn-t A MINIMUM Of
12 FEET OF SELECT FILTER SANO UNDER THE t..EAQ-llNG CHAMBERS. UP TO
2 FEET Of ON-SIT! REPLACEMENT SOIL MAY BE ~ BELOW THE FllTER
SAND AS MEEDED. THE FIElD CHAMBERS WILL BE BACKFIL1£D WITH
NATl't£MAttRtAL VOID Of ROa<S THE BACKALL MATERIAL SHALL NOT
EXCEED 2 1 /2 DIAMETER AND SHALL SE PLACED TO AT LEAST 6 INCHES
ABOVE THE TOP Of lHE OiAMBERS. THE SCREENED BACl<FIU. SHALL BE
CO\fERED 'MlH AllER FABRIC. A 11\HlMUM 1,• Da'i\-1 OF TOPSOO. IS TO SE
PLACED ABOVE TI-IE BACl<FIU. TO THE TOP SURFACE Of TI-IE FIELD.
VERTICAL INSPECTION PORTS SHALl BE INSTALl.ED ~OM THE CENTER PRE
MARKED HOLE ON THE TOP Of THE END CHAMBERS.
(TVP, ENDS OF EACH ROW)
\3. All INSTAU.AllON OF FIELD CHAMBERS SHAU. B£ IN CONFORMANCE
WITH THE MANUFACTURES INSTALl.ATIOH INSTRUCTIONS.
1-4. INSTALL AN DRENCO PUMP BASIN AND DUFflLEX DOSING PUMP ASSEMBLY IN
THE SECONDARY CHAMBER OF THE TANK. INSTALL INDIVIDUAL ISOLATION
VALVES. INSTALL AN INSULATED UO AT SURFACE GRADE TO FACILITATE
ACCESS FOR SYSTEM TESTING AND MAINTENANCE.
15 AU. INSTALLATION OF PUMP SYSTEM COMPONENTS AND CONlROLS SHALL
• BE PERFORMED BY SCG, INC. OR ANOTI-IER APPROVED QUALIFIED INSTAUER.
AU. PUMPING SYSTEM COMPONENTS SHALL BE INSTALLED IN CONFORMANCE
'MTH THE MANUFACTURES INSTALLATION INSTRUCTIONS.
1fJ. ~~~: ~E~lNRl~l:~~=~~i~~.
INSTALL.AllON OF THE EIJ:CTRICAL LINES AND Pov.ER SUPPLY SHALL BE
PERFORMED BY THE El.EClRICIAN IN COORDINATION 'MTH THE CONTRACTOR
AND SCG. INSTAl.LA. TION, STARTUP AND TESTING OF THE BIOTUBE VAULT
PUMP ASSEMBL y ANO CONTROLS SHAU. BE PERFORMED BY sec IN
COORDINATlON WITH THE CONTRACTOR ANO ELECTR1CIAN.
DOSING AND DISTRIBUTION SYSTEM
1. AN ORENCO SYSTEMS BIOTUBE DUf'l£X PUMP ASSEMBLY SHALl BE
INSTAllED IN THE SECONDARY CHAMBER OF THE 2 000 GALLON SEPTIC
' ....__ -'
COORDINATE INSTALLATION .,, /
SCC ENTERPRISES, INC.
P.O. BOX 9f3
SILT. CO 81652
O/i'/i'IC8' 9?0-·8?11-.205?
FAX: 9?0-8?11-23110
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"""' , ..... .__ .. 1-1-1-----1-1-1~---... -1-1-1~--... -1-1-1---· .........
•i;ll~-~---·-' .. "" \l__ II '\: _,.,._
Effluent Pumping System -2nd Compartment Drawdown
El.EC7RIC.4L N01£S
1, AN OR£NCO SYSTEMS PUMP CONRTROI.. PANEL SHALL 8£ INSTALLED BY
THE ELECmJCIAN IN COORDINlt 710N 'MTH SCG. 1H£ POMER SVPPl Y F'OR
THE PUMPS AND CCN71WLS SHALL CONS1ST OF (2) 20 NIP CIRCUITS
FOR THE" PUMPS AND (1) 10 llMP CIRCtJIT FOR CON7Rot.S. PRO\llOE
LJHC OF SITE DJSCCWN£CT ltfTH CONTROL BOX.
2. JHE ELECTRICIAN SHALL INSTALL n£C1RICAL MRf'S IN CONDUIT FROM
TH£ CON1ROL PANCL. TO THE PUMP ASSEMBLY TANK RISER. INSTALL
COLOR cooro MfRE'S P£R CONTROi.. PANEL DIAGRAM. INSTALL (4) 12
GAUGE' WIRES roR CONTROLS AND (6) 10 GAUGE IWRfS FOR PUMPS MflH
CONDUIT SEAL HEAR RIS£R SPUC£ BOX. El..ECTRIAN TO COORDJNA TE W/
SCG.
PUMP DOSING ASSEMBLY W/ AOTOMAllC CONTROLS AND ALARMS SHALL
BE INSTALLED COMPONENTS IN THE PUMP VAULT ASSEMBLY. INSTALL
WA1ER11GHT RISERS CENTERED OVER THE ACCESS PORTS TO EASILY
INSPECT AND MAINTAIN SYSTEM COMPONENTS FROM THE SURF'ACE. USE
INSULATED ACCESS UOS.
3. INSTALL ISOLATION BALL VALVES ON EACH PUMP DISCHARCE LINE.
INSTALL QUICK DISCONNECT THREADED COUPLERS ON EACH PUMP
DISOIARGE LINE. EXTEND DISCHARGE LINES UP TO WITHIN 12°' Of THE
ACCESS LID TO PROY1DE EASY ACCESS f'OR MAINlENA.NCE OF lHE
PUMPS.
4. THE PUMP DISTRIBUTION SYSTEM SHA.LL BE INSTALLED TO OISOiA.RGE
Ef'F'LUENT TO THE ABSORPTION FIELD THROUGH A 1.25• LINE TO A
1.25• HEADER PIPE WllH f'OUR 1.25• DtSlRIBUTION LINE TEES, AT THE
HEAD Cf" lHE CHAMBER, CONNECTED TO THE 4• PERfORATED
DIS'IRIBUTION PIPES RUNNING THE LENGTH Cf" THE QiAMBER ROWS IN
EACH BED. THE EFFLUENT Yt1U. EQUAU.Y DISCHAGE OUT Of' lHE 1.25•
HEADER PIPE LINE lHROUGH APPRCIRIATE BUSHINGS AND REDUCER TO
THE 4 INCH P£Rf'ORA lm DISTRtBUTION UNES.
5. lHE PRESSURE UNE CONNECTION FITTING TO TiiE HEADER PIPE SHAl..L BE
AT A HIGH POINT TO ALLOW GRAVITY DRAINAGE BACK TO TANK. THE
PRESSURE DISCHARGE ASSEMBLY SHALL BE INSTALLED IN A COLD
YIEA lHER AND DRAINBACK CONAGURA TION TO ALLOW 1HE DRAIN BACK
Of' UQUD IN ntE PUMP DIS04A.RGE UNE THROUGH AN ORIRCE DRILLED
IN A RTTING. ON THE DISOIARGE SIDE, AT THE BOTTOM Of' THE
'VERTICAL DISTRIBUTION LOOP NEAR THE CXJllET PORT IN 'THE PUMP
BAsaN.
8. THE 9N~T OF THE PRESSURIZED FITTING AT lHE 1.25• HEADER PIPE
SHAU. BE AT LEAST 24"' ABO\'£ TICE Ef'F'LUENT DISCHARGE LINE AT lHE
PUMP BASIN DU11£T. THE INVERT Of' THE PRESSURIZED t.25• HEADER
PIPE SHAU. BE AT LEAST 2• ABOIJE lHE INVERT OF THE PERrORA TED
DISTRtBUTKJll llNES.
7. lHE DOSING VCIUJM£ SHALL BE 75-125 GALLONS PER DOSING CYCLE.
THE APPROXIMAlE DRAv.t>O'litl IN THE TANK JS e•.
8. INSTALl PUMPS ASSEMBLIES. RISERS. ELECTRICAL SYSTEMS. FLOATS AND
DISOIARGE LINE PER MANUF'AC11JRES INSTALLATION CUIDEUNES. USE AN
o. ~ff8w_"'1Jm lfmu'l.ll!8"\i.J';.taior..~W£"';lf§!..!~TED DY A
QUALIFIED lECHNlllOH EVERY SIX MONTHS.
10, ALL INSTALLATION AND MAIHlENANCE SHALL BE PERFORMED BY A
QUAUF'IED P£RSON IN ACCORDANCE WITH THE INSTALLATION it:
MAINTENANCE CUIDEUHES FOR THE ORENCO SYSTEMS etO-ruBE VAULT
PUMP ASSEMBl Y.
NOT DATE I REVISION
.,, AGON TRAIL Cl/EST HOUSE
GARFIELD COUNTY, W
BY
ON-sm: ll'ASTl:ll'ATER SYSTEK
OP/US EMiIND'/ilMI, u.c.,
CIVIL CONSUIJ'ANn
502 MAIN STREET, SUITE M
OWS SITE PLAN AND SYSTEM DETAILS
DES. PER I CK. YTN FILE NO. SHEET 1
-
-El.EC1RICAL· '11f0l IWR£'$ IN CONDUIT
(4) 12 ~ MIRES FOR CONnta.S
(I) 10 QAUC£ llllO Fllll ,,,_
~ID,,.,._..,,,, W/ 500.
l'flOPOSDJ L~ TI:W OF AMI' CONT1fOI.. BOX·
-----'-----._.j-~~ ~ao NIP CIKUJS" Fllll PUMPS MO\fDE 10 NIP CIRCUIT FDR COH1ROl.S
OF SllE' OISCONNCCT 11r1H
CON IJOX REC1RIAN ID ,,.,._.."' I
WI sec. 1/ll ----J.
NEWHOUSE
~
-
75.tkl.~
llSTAU. A W«.IUI ~ OWE1ER ACCDS
RfSE1f. W/ $£AL.ED 8CX.T DOIH TAMC ADAPJEf,,
O\IER SEPnc TAI« SECXN)ARY CHMaR
ACCESS OPENlfG FOR MXBS n> /lfMP
Assoa.Y BIO Ra VMa.T 11:> MSUR£
IM1ER""'1P£SS. RISER 1D HA\E' MU.Am>
LIO AT H SUlflll'ACE DEP1H n> 1tP OF
TN« FROll PROPOSED Q/fNJE IS
APPfK»CIMAJl.£Y .J'.
MTAU. 2-CCIAF'ARlMEHT 2000 QM.LOH
CCM:RE1E SEJDJIC TN« IW1H AN CRPfCO
SlS1DIS' DCftDt PUMP MJJllllE' VM.C.T
OOSIHa ASSB&.Y II lNE' SECCNMRY
CCUWf1MEHT OF 1'E SEP1'C TN«.
llSTALL A 24• O/fEHCO RfSE1t. W/ S£AUD
80L T DOWN TM« ADN'JER. O\o£Jt SE1'11C
TANI< PRHIMY CHAM8£R ACCE'SS OP£NIHQ.
/
1.W PW: SOI0-40 PA£SStJRE PIPE 11fANSPORT UH£
llAINTAIN A ......, DEP1H OF COEf OF 2 FEET
CMR JRAN$PCWT LIN£ M'JH A ........ 211 Sl.(FIE
tJRAD£ ID MUM lh1£ LflE ID DRAM EFfUMNT BAO<
1D ff l'CMP &UW.
,
. /l.aS'l'IC ........ <OPllDSllflUE> -~PIP£ t=;• snG4GE' UC FrfOtl~ HIGH Pa.IT IMftT AT 1U COHHEC1IOH WlH PRESSUR£ PfPE
'{
HDUS£ • 2'r st.OPE 1JIWGPOfT 11£ MCPOSED' ~ ~ LAmtAL.S Ji\OT
l"llO-IMY AT 11E raD IS II« J frET N0et 1HAN 11E Mf1fT AT THE
----Ja:&<•!;j•lfl"'"OllT' SEP11C TNllC OUll£T.
llP l1F FED SUOFAC£ 10 11£ ...-U A
Afi OF 1• ~ DISTllQ Slllf"Mz: QIWIES
AtCP0SE0 GRAD!S AND OIS LAWXIT JO Br
MF'!CJ!D sr H BGNEEt. ML 01S
INSTAUA-llAllllfALS NIJ llAaO'IL ID
llE APPltO'tED sr 1NE' EJdfilEBlr.
4• f'fll'QltATED SDR-.JO' ~11CN'
PR MTM.LID OH 1RENOI BOm:lll
SURFACE' ffUNNIHC 10 C£N1Df OF £N0
OfAM8ERS,, CAP DID AND QllEHT
aflF1CES OOtlHWARD AT 5 AND 7 OQ.Oal'.
_.--MTALL A n.a· x , .. Gft'A\8.tLSS OW80 NISORPTIOH FE
2 lRENOIAE>S. USE 51 IR.11M1tlt aw&RS' II 11ID 8EI
2 ROIS dF 14 CHMllERS PER 8ED. FOR A 1DTAL. ABSCRP11Q
NEA OF 870 SO. FT. LOCATION OF THE FELD lilCJST ME£T A
COUNTY SEmACk REQUllDIEN1S. H OWllERS II EAf>I
~SHALL BE MTAUED ATUWI. ClfADE' O\!Jt A Aj
1r SAAD LA.mt. 7NE' 7tJP SIAIF'ACE OF 11£ 1Z-SMIJ LAmt « MTAU.ED AT A IAAXlllUfl DEP1H Of J' 8EUMr 'H E»S1J
SUFACE' tilUO£S. 1HE' SYS1!lf SHAU B£ .PU.llllED Fm EQU ,....... D1$1Ra1110N m1H A J . .IS!..-SCIUD •c·rs-._ __
"l:<&.pq-~ ~!!l!J_j_
...... ~PCllT(m>.) H6'H
f--"1a'--j
UllJTY~
-Y/A<XDS -----
.Pf1'f'ORA1!1) SDR-.J:I OIS1R8J110N l'IPC~LAJEt.ALS (i,"'fii ~
lRHCH/IED SURFACE. 1HE DfS1RIBlmOH LAlERM.S SHAU. 8'
INSTNJ.ED WE..
-----------. __
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---
1
,,., \"O"'i:> . c;-t-
0'rrf
------
-----
INSPECTION PORT
W/ CAP (NO GLUE.)
-«
------
-----
1• PVC HEADER PIPE
DISTRIBUTlON MANWOLD
-----------
--------
o;t;t.7~ E~STING GRACE · \.:~ \~:,'"' I ~ --/.ct<"::. GRAIE;) 1 ... 0POSED l3Ull.DING I -===~-..:;;;~1~1?-23~ ~too f'INISH f'MB •
PRESSURE DISTRIBUTION LINE
DISlRIBUTION MEADER PIPE
~?~~
DIJf'l£X PUMP /t!L ,.,.__,....
ASSEMBLY VAULT
1.25'" PRESSURE PtPE
TRANSPORT LINE
AT MINIMUM 2X SLOPE
CROSS SE<mON SYSTEM DETAIL
N.T.S.
'--EFFLuENT DRAIN LINE
AT MINIMUM 2X SLOPE
I
' ' "' '
I
, .
FAX Transmittal
RECEIVED
Tl: Jeff Britt
Structural Associates
oCi 0 l 7.GM·
0 couN11Hm•
Gi>.RflEL & pl}\NN\NG
BUILDING .,_..._ -------------------.... ,... 945 0482
Ille: 9-10-04
Tlllll P1111: 3
SE Pl'IJl1:t 11. 20110
Fna Paul Rutledge
Mllllll: Attached is the OWS As-Built letter fur the Wagon Trail Ranch,
Guest House
o Original not to follow
o Origil\al to follow by mall
o Original to be delivered by messenger
o Original to be picked up
\ 502 main street• suite A3 • carbondale, CO 81623 • (970) 704-0311 •tax (970) 704-0313 I
SOPRIS ENGINEERING llC civil consultants
10 3911d
ElE0-P0L-0l6 LZ:60 P00Z/0l/60
Jeff Britt
Structural Associates
4185 County Road 154
Glenwood Springs, CO 81601
RE: Wagon Trail Guest House -AS· BUILT OWS System, Garfield County, CO
SE Job No. 22123.01
Dear Jeff;
Pursuant to requirements, this letter provides documentation that the new Onsite Wastewater Syi;rem (OWS)
recently installed at the above referenced site is in general compliance with the perl!litted 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-bcdroom house. Soprls Engineering performed visits to inspect and documenr the as built
conditions of the constructed system. We have coordinated our efforts with the system instllller. The as built
conditions and installation of the new OWS components is in compliance with the pennitted design specifications
for the system.
The System was installed in accordance with Garfield County Regulations; the design presented in the Sopris
Engineering design drawin& dated October 10, 2003 and the reporl dated August 5, 2002. A 2000-gallon dual
compartment concrete septic tank was insralled with a duples pump vault dosing system with automatic
controls. The absorption field was constructed with a total of 56 standard leacbin& chambers in 2 absorption
beds. The !on& beds are configured with 2 rows of 14 chambers each. The chambers were placed over 12" of sand
overlying approximately 1·2 feel of onsit11-screened pit run type inaterlal. The chambets were backfilled with
screened native soil. The beds were installed level. Inspection pons were installed on each row at the end
chamber. The effluent is pumped from the tank to a pressurized header pipe that discharge to individual 4"
perforated distribution laterals installed along the length of each row. The chambers were installed in suitable soils
consistent across the field. No sround water was encountered to a depth of 10 feet.
The septic tank, dual pump dosing vault assembly, distribution piping, and the absorption field was
constructed utilizing specified materials and 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 reSp011$ibility 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 houseb.old chemicals and other toxic liquids. The tank, sanitary
tees and effluent filter should be visually lllspected bi-annually for clogging debris, damage, leaks, or other
I 502 Main Street • Suite A3 •Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 I
SOPRIS ENGINEERING llC civil consultants
E1E0-1>0L-0L6 ll:60 !>00l/01/60
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Jeff Britt
SE Job No. 22123.01
September l 0, 2004
Page 2
potential problems. In general, for a properly utili2ed system, septic tanks should be pumped and inspected
every 2 - 4 yearS. The effluent filter should be cleaned every six months and 11.t 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 ENGINEERING, LLC
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