HomeMy WebLinkAboutEngineer's OWTS Design Plan & Spec Sheet OriginalPRACTICAL SOLUTIONS
FOR A COMPLEX WORLD
Technical Memorandum
From:
Scott and Tiffany Smith
Taylor Q. Hall, PE
April23,2024
OUT OF BOUNDS RANCH _ ONSITE WASTEWATER SYSTEM
Date:
To
Re
INTRODUCTION
Moab Geotechnical Group (MGG) has prepared this Technical Memorandum (TM) to provide a new wastewater
treatment system for the proposed Toy Bam structure at Out of Bounds Ranch in Carbondale, Colorado. It is
understood that the structure will be approximately 14,000 square-feet and be supported by a single restroom.
SITE II{VESTIGATION
Taylor Hall performed soil analyses on two test pits to determine the feasibility of an onsite wastewater system in
the proposed wastewater disposal area. Soil strata was similar between both test pits, with the dominant unit used
for the design classiffing as sandy clay loam with a blocky structure, Soil Type 3 per Table 10-1 of Reg. 43.
Groundwater or indications of groundwater were not identified in the field investigation. Bedrock or limiting layers
were not identified in either test pit. The soil evaluations forms are provided included in Appendix B. Sheet 2,
attached, illustrates the approximate location of the test pits.
ONSITE WASTEWATER SYSTEM FEASIBILITY
The feasibility for the new onsite wastewater absorption system to service the proposed development was performed
in accordance with Garfield County Amended Colorado Deparhnent of Health and Environment (CDPIIE)
Regulation 43.
The proposed structure will be supported by a well that is more than 100 feet offset from the onsite wastewater
treatonent area. Both this well and the well on the adjacent parcel are illustrated on Plan Sheet 2. The well locations
are based on information from the Colorado Department of Water Resources.
Appropriate offsets from features set forth in Table 7.1 of Reg.43 have been incorporated into the design.
The following exhibit summarizes relevant information to the feasibility assessment.
OBR_TB - ONSITE WASTEWATER SYSTEM April23,2O24
OBR TB - ONSITE WASTEWATER SYSTEM Apnl23,2O24
Exhibit 1-Assessment
Design Assumptions
In accordance with Table 10-1 of Reg. 43 a long-term acceptance rate (LATR) for the soil treatment area of 0.35
galtftldry was used in the design based on the soil classification of Soil Type 3. The planned structure will have
one water closet and one laundry washer serving an estimated five people.In accordance with Table 6.2 of Reg 43
a daily wastewater flow of 222 gpd was used for the design.
Proposed Onsite Wastewater Absorption System
A total of 1,500 gallons of septic volume will be provided via a Roth IIDPE septic tank. The septic tank will be
buried about two feet below existing site grade. Risers will be taken to the surface to allow for tank access. The
absorption system will consist of two 75-foot-long type A chambered trenches, providing 450 tr of treatment area,
laid out as illustrated in Sheet 2. Plans and details for the construction, installation, and maintenance of the system
are provided in the accompanying sheets.
CLOSING
This Feasibility TM has been prepared to summarize the information required by Garfield County Amended
Colorado Department of Health and Environment (CDPIIE) Regulation 43 for the proposed new onsite wastewater
treatment system for the future structures to be located at Out of Bounds Ranch in Carbondale, Colorado. The
attached sheets provide a summary of the information needed to construct the new system. Prior to backfilling the
absorption area, you should contact Garfield County and Moab Geotechnical Groapfor inspection.
2
218931400039Parcel ID
BWI Financial LLC
Glenwood Springs, 81601
Property Owner / Address of Property
Greater than 500 feetLocation and distance to nearest sewer
Perfonned as part ofthis studyTest Pits to at least 10 feet
On-Site Well, greater than 100 feet from treatment area' see
Sheet 2.0
Water Source
Greater than 100 feet from treatment areaLocation of nearest water body
Greater than 25 feet from treatment areaLocation ofnearest dry gulch or cut bank
Not observedGroundwater Depth
Not observed in test pitsUnsuitable Soil / Rock
Does not exceed 2O%owithntreafinent areaGround Slope
Drains north to south in heatment areaSurface Drainage
524.56 aqesLot Size
Group Project No. 2024-031
OBR TB. ONSITE WASTEWATER SYSTEM
ATTACHMENTS
AppendixA-SitePlans
Sheet L - Project Information
Sheet 2 - PIan and Profile
Sheet 3 - Notes
Sheet 4 - Details
Appendix B - Subsurface Findings
Appendix C - Septic System Details
April 23,2O24
3 Project No. 2024-03L
OBR.TB -ONSITE WASTEWATER SYSTEM
APPENDIXA- SITE PLANS
2024-037
PRACTICAL SOLUTIONS
FOR A COMPLEX WORLD
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SI{EET I - PROJECT INFORMATION
S}IEET 2 - PLAN AND PROFILE
SI{EET 3 - NOTES
SI{EET 4 - DETAILS PROJECT LOCATION
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1. TOPOGRAPHIC CONTOURS BASED ONPUBLIC:I-Y AVAILABLE LIDAR
2. WELL LOCAIIONS CONSIDERED APPROXMATE AND INFERRED FROM COLORADO DWR
3. CONTACT MGG WEERE SITE CONS'IRAINTS REQTIIRE MODINCATIONS.
PROFILE
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GRAPHIC SCALE
PLAN
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GRAPHIC SCALE
PARCEL#:218931
PARCR#: 239106200256
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PROJECT NIIMBER:
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GENERAL NOTES
8. Sptctanksmyb&i&dinb(mffiatsFwiddtheyredhe 3T kinmneofsefdcTanb lht&ng: 37.1 . S+tic hnks $a[ be milied befqe too mud rfudlp d s@m is ailfld b admhto and siddy d€
|
8.1. Thevotumeoftt€fiddrpa@frshan4dorq€dFobt6ofhe thehkvdumesdingderfi.lfeihstheseuedelidsdffdingsmlaysa@mltubd*:.9-h:
IM r4id qticbnkduro: Mm dh€ dldbafleq bdd of hesdaryt€ fiF hhetank, didpadcbdl @!fl noh
I
F.2. No wtuni sh.il hd6 an inds hiehl direndon tes than 24 ind6; -_ - dqilh ryss &d dmaly dq 6e sdl ad ruin h ssplid @pacity. .. ,^ . IF.3. tnt*andod*shdtbdds6dass;;tuoroic*s,aceAu**qa 37.2. AqtbbkhatE&6dmdloadngshdldhinsdasindc*dinCdqadoR4ldionNo.43to ]
paf6d*alisu6edtofrrrmamltt-cdnpdMthntqanopslireiothe ddedineifilndsfldying.Albsghh6€ftsdedituffisinhedshddudgetrdsdm. -
F6lio @ we6.fdlm sigm privididrel;nhm aeurulde intskq a s€ptctek tu a p.ffi r6id6n@willgsmllyreqrlomptying reryhebfiw.
dmssiff theoFhgis4 hd6 he ffi$sdond aE i6nd t6hn yeffi. kud l€srerertof *umand dudge adflffinishe trly $€waytodffiinedd.a bnk
thd of a 6 inch damBiF (28.3 seaE indEs), and the ddFtr is Hd nee6 b b€ erptied. &Fise ftr a pdicular sysh my ind€lafre d€aratility of ldgd d shffi
fre tiquid {tu a dtue rpprdimtuly €sd 6 ffi of b6 hqiid &dh of hHds M hsp*tion
behnk. 37.3- ftebnktutdbe@qHetmdiedf#trthebdomofhetodng$umdi6ffin3in*6ofthe
30. tuhdffigovdumeshall6d{dt5%dmdeofberqircdlisd bUffio{tfEdldbafiodtedthslutel6vdhasbiltebapprddelyl2ind$fomthebdomof
€peity of 6e hk trd sd b p@ided in the sFce bkd the t;qid he egd hme or b. tr he sm and sludge lavs6 togF&s esd 40% or mE of the bnk vdume. A
s;hesd tF top of idd ad dtd ddi€. sm ad dds $did be MdEd @t ed remd td he hk.
31. Adeqdsa@siobebk6h€Ibepuiddtofiditdei@dd,wicjng 37.4. lfMplebnksdtanksdthmufrpleffip€nffibarewided.€re*4ldbHabensebdd
tr mhbBq d $ail haw no sucb€ d derdftitrn dad dc bnk d6mmd lsinwH dd mdhd
itad*at@nfomtotheiCldingreqlirffis: 37.5. Selichnkm#mhindsffi4dngqsisdddrdlbodiwedofonlyinaE6ddina
3.1.1. A€stoedffiFttMtofheirnk$allbeprdddhroughpfopsty mamdthdisaccepbHetol@lhealthethdidGand@ndddwihsterul6
iledmnhoteop$ingsDoil6sthil20indesindadqih-ohimum' 37.6. lm€dabredamdfoftugedinldordddfflinFintheeptichkissdidforefudiveoFdion
iroriamt cmosio slymmsof a €dlyreIMaHelid sti6.Al a@6 ofhesysm
ds $allb d6igndand ffid h;ud amenshdhey @nd 38 - Emust$ffiedfireE
pq$throughd1ea;6wninoqandwhend6edwiflb6dild.pr;offfd 38.1. R€MetheOBinalmGthatP.mbsdid6fomp6ingtoheabsptonqyds.fr$tufiterdq
F.deftenis@ofsofaew&idirtordbqtrelgnmrid,fidedfie theinldddeof$di6bk RCa€thed€nedflt€rh*ituhedrfdtee.
&ds gas h the tank. conqets a@s cde6 fo mdde oFing6 sd 38.2. \ fis the hk is {pty, the ifrerid $.fa€8 of the bk should b hsp*d for leaks 6 cEcks using 6
haw ade-qate hedl6. tung light.
32. A@$tohtdandoud€tdevi66haflbgdMbrrohr#dysFcd 38.3. Awibreqddailmirens€oftheedicbktrdebsrdidtysm$@ldbbdby6e*ndd
openiEs nd lesfril 12 indr6 h minimm hdiabl dimndm d by lEns ht rydm'
oiane;dyffiffiUeftdea*id.TheFrposeofhisd6istoffii$he 38.4. Thefundi@lopedisofe$ichk3i6notimp.dedbyseaffii6ofyeadqdidnf*tr adtu6or
posibflfryofondt€wasMssy*mhiiur6byinft.rningh€mffiof --_ ftrddds;th*tu usofhemddidsisndreffin&d
;eqrird'psiodcmiMd"e":*icng,;dr;tffigil;*go 38.5. ft6 oofydrregulatdydhdty$dldbsughthf@dedcdsaddngfrmahobtryshme
6y;m6wi0 quir€ a hiqhs tev€l of o6mtiff edm"iri-oe. indlEty or dhd unuffil adivilies aE dlsdlargedhto a *plic hk $M.
33. lilesydm$dldb€"o*.a"tsi'"ngv"*oies*im,aUOaans 38.6. Ecmryintheuseolmbhdpsp.ddtdqloadngofa*pticbnksyddthaddshdsilsfifeed
wery frre yare_ ne6*hb epmive repals. The plumting h(hr6 -n tlE fuildng *ould be cfie*€d regulady io r4d 4
34. F6 r;om'ffded hk ewiciru se cdo€do ReguHd No. 43. leaks that @ add sbdamd mdnto of wds b the 8ysm. ln&sd w&a sd obs liqid6 fd mv
3s. Dffiibdfianddropbq6ifFd&4sh@tdh-h*dattuffi deeyaMheopdiddtheondleffiffirrytudlaldnotbedsciragFditusdaryds.
inhd as lhe sh d me ofr4. - PaF trelq facial tir$e, dsinctut wip6, n4spap€t wEppbg p€pd, dsp€He ds$ sibry
36. rrffdi€a*oh*qrdsecoro'&RddionNo 4i,. i"#f"?tr$rtgffiT$";T,HtT&flXi#trfthilXXtf.ygfuff;y.**
FINAL INSPECNON
The relulaby ethdily shsll in?€d th6 dE in*Idbn before baddiling to ddemine cwlie@wilh this rule. Sore ffiponds d qd* iyFs reQi€ addtidaltdim q inspdid m$d s
dfmd in h6 dding-
I . Eadr hk $all b€ t€st€d tu da tigfih* Fior !o backfll.
1.The in&llq B rct dei# from the a$6€d dac or @ndlions of h€ dsdio p€rft ffid tu
Opvd of he ded$s ad he si*ing rryldory affiority.
A r$l#y dhorny ry limit Se tjms pqiod d ilea h Sid a 6rs1h 6 b hsdledto $6s€ het
$il @ndt6q $,ss, g@nMe4 d cfis codfrms do nd a&*dy aftd Se rdabilty of he
2.
3.
5.
fl *d$tu aras sdl b prftded prid b sd dhg sit€ @nfudon.
a
reC€ffit dea br ad dnhg
6. AlddEim ed
sope fdn eflluat *ll h no me tha 4 inch6 per tunded bel.
7. &dptim ryffi qcffiliils *rall be made ech hd ttb 6ol in fn€boh dd ddes ofthe
sddon is nd mF#. $id ablid *[ b(is bthe p&did of the ndEl absdEiff
pqdies of the &il.
L Absdplio sy#n6 may nd be ddd Ms the dl
9. Al @edr@dd$rhesdlddbhkdtoa
m4dffipddadv.
@frofl
10.
befc€ the sb€ordion sysem cwoeffi re deed in lhe q@dion.
opm ab@qrj6 6y{em exedift $Ell be foHed fifi srfr€ runoff b prdent the enhn€ of 6ilt
sd detti6.
Ab6@te rydffis *dl be bac*fiSed Hith adi thd is fi€ frqn don6 10 indr6 or ffie in diamb.11.
12 DifiMifi piFs my nd b€ 6u$ed or rieiign€d drring b€c*fllin$ \t${ bsd(flling the earth $an
b6 m{nd€d dightly ab@ the {rfae ofthe grdnd to allfl ftr 6e$e@d and pBd depr*ids fu.
srhce poding ofw#.
FM ghding $all Fred pffding frcugh* h dire ry*m 4@ and Fmft 4dacektq Moff.
H@y wh6led qip.cd mry nd t€ di€n in q @r qbaplion syffi p.id to d dting
FMucdon or bqd(flliru.
13.
14.
15.
16.
17.
Pipe, dp€ ftjngc ed sinilar mdsids mtrising buildng ild efruqt *s $al1 dfffi to the
spdhHe &n&.ds I ordined in Tde I
Eadr l6gth of pip€ dEl b Sfip€d d Etu s €quir€d by the ldgmtiod Plumbng S*.
Vthe€M dfrHt siz6 ortype of pip€ tre ffided, a Fop€r type of fthg ot @reEid adapH
*all be u36d.
all sh€ll havewdedghl bd-p@fjototb; ed
may nd r*iw any g@d W d $rb€ runof,
PiFs dtall be iislld on a tundtff of undtubed dh. or &tilized dh hd is nd sbid b
e6ing|
6E Cdl be *nly Sd€d rcr the qliE aborptd ara.
The solid dd fuibdiff trip6 drall be b€dded heto lin€ dd g6dq uniffiry and ffioudy
spporH by fm, daue mtsial.
No cEd(ed, @keeq diid s attde dmasd dlan$s or bondd sFftdic agHft unib
1&
18.1.
$.2.
1S.
m.
21.
a.
24.
Pdy€ttryh hks shdl ffiply with he siHia fo. aeede@ *Hi*€d h drrd md€n
dandsds h prefrtricded s€glc bnh (r0{g zi m0)
lnld end oudet te6 shdl be ftdled to the hk by a rubb€r d ilthdic rubber ring sd and
d h sgre cfis mftnq am@d bY fie &ldon-1.1
2.
3.
4.
5.
2€. All p.#ided or ra$ bks thd # mKially mdfdaed $dl bo plainly, ledHy, ed
pffinw m*€dd tuFdwiBl:
26. 1 . sle manutacfuds nme ed add€ss, s ndiionally Efiered mdqnat
26.2. th6liquid€pscityofh6hkingdlomonhe6{6iaattheeddqdwithhGinci6oflhetopof
heMlltand
*dq of the Enh he bks msy b t*d by hk aHlity b qdude MH
263 he htd end odet of 5..1. Dirfbllion and drcp bd6 (if us€4 drould be infrlled lwd edthe 1ld d$ibnid lin6 $a[ beddd by flling he tuGwith Meuptolhe dl*.
56 Cddo Reguldion No. 43 For Addtidal D€hils.
Table { - Minimum Standards for Building Sewer, Effluent Sewer, and Distribution Pipe Materials
27 b.
hllding sft.
27.1. OnV de inld or dd€* is dM4 unl*s pEuthotud by the r€uhq au€1dity.
27.2. lnleb and out* shall be l@td o oppodte sd6 of the bk
27.3. Ihein6offfdfineof&elnld6hallbel@Hdl€d2indl6abwetheinvdoftheoud6tb
all@ br h@r*ary *e in liqrid lsd &dng dehe€€b tha hk.
27.4. Af@d bnks ffi ofrd idds fry h ud when 4trwed ry the rgHory adotily.
27.5. Al inl* ild @d6 dEll haE abne dEilitryE.
27.6. An inld befl € d siby Ee dwide sq &dS $all be Fdidedto dvd tk in@dn g
Md* dqffid. This bsffle or tee b to paeHe d l€rt 6 id6 M the lhuid l6d, fut
the Fn&tion i6 d to be sds tha hd d@ed tu tho dtld ddice.
27.7. Ftr bkswih di€l d&q det b€fl 6 c @ibry k6 dldl ensd bdd the f quid $ft 6 a
(c) Athagh perfqated PVC, ASTM 82729 is appr@d fq abspliq systgm application, the solid wall wrsio cf this pipe is nd aFprred fcr any applicatio
(b) American Sciety ior Tesling and Materials
(a) Each Length ofbuilding sewer, efiuent serer, and dislributitr pipe shall be slamped r mdked
Nct6
PVC
Polyethylene (PE), Smooth Wall
Type of Pipe
Acceptable Distribution Pipe Materials
PolWinyl Chloride (PVC)
Type of Pipe
Acceptable Building Sewer and Effluent Sewer Materials Per 43.9'D
ASTM D-2729 (c) OR BEfiER
ASTM F-405 OR AASHTO M252 OR EQUIVALENT
Minimum Standard
ASTM D-3034 OR BEfiER
Minimum Standard
27.4.
dddce equal to apprdim#V4o% dhe liquid dQh. Fd hdiddcyfihdd@lhk3 and hkaot
(ftd 6hoq tH ddre drdl be Gd&ed to Eppmimatdy 35% ofhe n$id dedh-
All baftes drall be cdtudd ffi ddffill to dddrrall d dEll b kised as a dffi.
27.9. All snbry ts *all b
10.htd ed dH
io sling dnos.
27.11.
,4. Liaiddedh of taks$q! bedl@Et30indl6.
SHEET NUMBER:
314
PROJECTNUMBER:
2024-031
.DAIU:
APRIL 2024
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CLEANOUT DETAIL MUBLE CLEANOIJT DETAIL
SHEETNUMBER:
414
PROJECT NLMBER:
2024-031
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APRIL 2024
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OBR-TB - ONSITE WASTEWATER SYSTEM 2024-03L
PRACTICAL SOLUTIONS
FOR A COMPLEX WORLD
APPENDIX A _ SUBSURFACE FINDINGS
rcst COLORADO
Division of Water Regoureas
llepartmeni of Naftiral R€rl}urces
WELL PERiTTT NUi.IBER
RECEIFT NUi4BER
323077-
100141 15
oRTGTHAL PERAilT APPLICANT{S}
BWI FINANCIAL LLC
AI.'TI"IORtrED AGEHT
PATRICK tyllLLER & NOTO PC {SITTLER, JOHN}
PERiTIT TO COHSTRI.J{T A HEW WELL
AFPRO'f ED WELL LOCATIOI{
Water Division: 5 Water District: 38
Designated Basln: N/A
Management Distrlct N/A
County: GAFFIELD
Parcel Name: BAH LAZY Y RANCH EXEMPTION
l-ot: 1 Btock: Fil.iry:
Physlcal Address: TBD GLENWOOD SPRINGS, CO 81601
NH 1/2 Sectlon S Township 7.0 $ Hange 87.0 W Sixth P.M"
Well to be con$tructed on specified tract of land
1l
ISSUANCE OF THIS PERIAIT DOES NOT CONFER A WATER RIGHT
coNplTlp].ls oq aPPRoyAL
This vw[ shatt be us€d in such a way a$ to caus€ no nnterial injury tCI existtng water righls. The isruance of dtis permit do€s not
encur€ that ns injury witt occur to another vested water right or preclude another owter of a vest€d water right frorn seeking
retief in a civiI court action.
The conrtruction of this wett shalt be in compliance with the Water Welt Construction Rules ? CCR 402-2, unle*r approvat of a
variance hx been gmnted by the State Eoard of Exarnines of Water \{ett Construction and PutTp trrtsthtbn f"ontractors ill
accordance with Rute 18.
Approved pursuanr ro CRS t7.92-60?(31{bl{l} for uses as described in CRS 37-92-602{1}{n, Use of this wett is timited to
monitortng ffiter teveb and/or water guatity umpting. This r,vett is known as BW FINANCHL ltrtONlTORlN6/OBSERVATTCN WELL
NO. ?.
This well must be equlpped with a tocking cap or seat to prevent '#ett conismination or possibte hazards as an optrl wett. The
luell must be kept capped and tocked at atl tirnes except during Hmpting or memurirlg.
Records of water levet rnesurements and water qllatity anatyses shatl be maifitain€d by the vrett owner and gubmitted to ihe
Division of Wbter Resources upon request.
Upon conctusion sf the monitoring program the vwtt owner shatl ptug this welt in accordance with Rule 16 of the Water Welt
Cinstrrrthn Rutes. A Wett Abandonmeirt Report rnusl b€ completed and submitted to the DMsion of Water Resourceg within 60
dap of ptugging.
The owner shatt mark the wett in a conspicuous tocation with the wett permif number and narne of aquifer as appropriate, ard
rhatt take ne(ersary rneans and precautioru to pr$erve these rnrrkings.
ThB wett must b€ constructed by or under the *upervishn of a ticensed welt dritter or other authorized indivtdual ac(ordlng to
the Water Wett Construction Rules. lf non-standard construction i5 anticiFated, a variance requ€st must be submitted in
accordance with Rute 18 and approved pfior to we[[ eonstruction.
A Well f,orntruction and Yield Estirnate Reporr {Form 6W5-11}, inctuding tithotogic tog must be submitted by the individuat
authotized to eonstruct the wetl. For non-stardard construction, the r€Fort rnust inetude an as-buitt drawing rhowing detaitg
such as depth, casing, perforated zones, and a dexription of the grouting typ€ and inteffat.
pur:uant to Rule 6.2.3 of the Water We[[ Constructlon Rutes, the well ccnstruction coutractor shall *ubmit the as-buitt w€tt
locati]n on ,rcrk report$ rer;uired by Rute 17. 1 within 60 days of eomptetion of the wett- The nreasurEd loeation murt be
accura!e to 200 feei of the actual lacation. The location inforrnation must inctude s GPS location {UTi4 coordinates} pursuafit. to
the Division of Water Reldurces'guilelines.
ADVANCE NOTTCE REqUIRED , Puruuant to Conctrllctiln Rute 6.2.2.1 tZ CCR dn}-Tl,licensed or private dritteru, or authorized
individuats must provHe advance mtiftcadon {by 11:59 prfi the day before} io the state Engineer prior to the stsrt af ','ett
corBtruction. Any change in the date of conitruciion must be re-noticed {by 11:59 pm tt* Ft before}. lnformation regardirtg
the notification irocesi and a tink to the el€ctronic notification form can be faund on the Divisifll of Water Resottrces w€bsit€
3l
5)
6l
7',
s)
9]
t0l
111
at dwr.cslsrado
Fr inted 07"30-10?1 For quEftions 6bout thh permit ralt 103.866.3581 or go to r$rr\'/"water"5tat€.co'us Pagg 1 of I
WELL PERTIAIT NUJI{EER 32}OTT-RECEIPT NUATBER 100141 15
NOTE: lssuance of this p€rmit does not guaftnt€e that thir wetl can be cstverted to a production well under a future p€rmit.
Additionatly, pur$tant to Rute 14.7 af the Water Wel[ Construciion Rules (Z CCR &7-Zl, monitofing holes constructed punuant
to a monitoring hote mtice chatt not be corrYerted to a production vsett. tUpon obtainirga p€rmit frum the State Engine€r, a
monltoring hote may be converted to a rnonitoring wet[, recovery welt for remediation of the aquifer, or a d€watering syrtent
for deratering the aquifer.l
NOTE : Pa rcel ldentificarion Nurn ber ( PIN ] : 2 3-21 89'l 1 4'00 "039
NOTE: Ac:€esor Tax Schedule Numhr: R008932 {totating 524.56 acres}
NOTE: This p€rmit wilt expire on the expiration date unlesr $e well is csrstructed b/ that date. A Welt Constructbn and Yi€td
Btirnate Repnrt {G\,!5"11} must be submitted to fte Diviibn of Water Resources to \€rify the wetl has been constructed. An
extencion sf the ex pirati)n
labte au
da te fnav be available.Conttrt the DWR for additionat information or refer to dre extension request
fsrm {GWS.64l avat dwr ,rolorado
,$*fr n ;"3.t"d.a-*f Date lssued:
Expiration Sate:
7 t30t20L1
7 t3flt7fr73
lssued By DWGHT WHITEHEAD
Frinted 07-Xl'1021 For queftion! abcut thit pemit catt 303.866.3581 or go ta \,{v^rr.watet.state.co'u!Page 2 of ?
Soil Evaluation Form
Out of Bounds Ranch TP-01 (39.4 7898301 -107.160710")Location:
Date:
Name:
April 17.2024
Taylor Q . Hatl. P.E.. Utah 03731-OSP-3
Depth
(in.)
SoilTexture
(usDA)
Sand
Size
Coarse Fragments
% bv Volume Soil
Structure
Mottles
Comments
Gravel Cobbles &
Stones Color o/o
o-96 Sandy Clay
Loam FtoM 5 <lo USDA 3 USDA PR-3
Depth:
SoilTexture:
Sand Size:
Coarse Fragments:
SoilStructure
Mottles:
g6:rffi"
Record depth of layer in inches
Determine the soil texture using the USDA textural triangle (i.e., soil loam, clay loam)
lf the soil texture is sand, loamy sand, or sandy loam, determine the size of the sand grains
Estimate the percent of gravel by volume
Gravel = 0.1" to 3" in diameter
Cobble = 3" to 10" in diameter
Stone = greater than 10" in diameter
Determine the dominant structure in the layer (granular, blocky, prismatic, or platy), lf the soil is
classified as a sand using the USDA textural triangle, list the structure as single grain. lf no
structure exists, list the structure as massive
lndicate whether or not mottles exist in the layer, along with the color (red or grey) and o/o
Few: less than 2 % of the exposed surface is occupied by mottles
Common: from2 o/o to 20 7o of the exposed surface is occupied by mottles
Many: more than 20 o/o of the exposed surface is occupied by mottles
OBR_TB _ONSITE WASTEWATER SYSTEM
APPENDIX C - SEPTIC SYSTEM DETAILS
2024-O31
PRACTICAL SOLUTIONS
FOR A COMPLEX WORLD
Detoils Provided b APPIAN Consulting Engineers - www.oppionengineers.com Feb. 2008
SHEET#:10F3
PL0TSCALE: l:2
DWGSCALE: 1:I II()TH ltllultiTanK@
ISOO GALLON I ltr/Io.DEL RlUlT. I5OO
ROTH GLOBAL PLASTICS
One General Motors Drive
Syracuse N.Y. 13206
Call Toll Fre 866.943.7256
www.fralo.net
Re+h
IqtltffilBdtlE
-
-
HORIZONTAL STRUCTURAL REINFORCING RIBS
(FULL CTRCUMFERENCE)
LIFTING
HOLES
(4 TYPTCAL)
THREADED
ACCESS
OPENING
24" l.D. DlA.
(2 TYPTCAL)
TANK SPECIFICATIONS
a-
F
=roo!
$
LENGTH = 177"
cAs (ToP) / LTQUTD (BOTTOM)
THRU SLOT INSIDE TANK
WIDTH = 62"
-
(\I(o
IFo
=
TOP
SIDE
=rln
I
FI(9
ulI
a
o,|
lo
29112" TYP.
4.25'TYP
1500
GALLONS
DESIGN CAPACITY
5678
LITERS
1771
GALLONS
TOTAL CAPACITY
6692
LITERS
640
POUNDS
WEIGHT
Detoils Provided by APPIAN Consultin En rneers - www.rneers.com Feb. 2008
SHEETf:2oF3
PLOTSCALE: l:2
DWGSCALE; 1:I RCITH lll|ultiTanl(@
I5OO GALLON / 7',',o.DEL IIlUlT. ISOO Re{+l
-
ROTH GLOBAL PLASTICS
One General Motors Drive
Syracuse N.Y. 13205
Call Toll Free 866.943.7256
www.fralo.net
ELEVATION
118"
INLET PORT OUTLET PORT
i-ro
il
F
-LIuI
LENGTH = 177"
THREADED ACCESS HORIZONTAL STRUCTURAL
REINFORCING RIBS
(FULL CTRCUMFERENCE)
THREADED ACCESS
INLET PORT
->
OPENING OPENING OUTLET PORT
-
24" t.D. DlA.
INV IN INV OUT
I
ro
il
FIo
t!I
$t
\f*f{t+
42" LICIUID LEVEL A
^G\
SEGTION
24't.D. DtA.
(sEE LOCAL REGS.)
42'LIQUID LEVEL
OPTIONAL
PARTITION WALL
SEE LOCAL REGS.
FOR OPENING
REQUIREMENT
2/3 TANK LENGTH 1/3 TANK LENGTH
Detoils Provided by APPIAN Consulting Engineers - www.engineers.com Feb. 2008
DWGSCALE: 1:1
SHEET#:30F3
PL,I0T SCALE: 1:2
HORIZONTAL STRUCTURAL REINFORCING RIBS
(FULL CTRCUMFERENCE)
GAS (TOP) / LTQUTD (BOTTOM)
PASS-THRU SLOT INSIDE TANK
THREADED ACCESS OPENING
24" t.D. DrA. (2 TYPICAL)
MULTI PORT
INLETS
(3 TYPTCAL)
ISOMETRIG
MULTI PORT
OUTLETS
(3 wPrcAL)
LIFTING
HOLES
(4 TYPTCAL)
NOTES
A
WARNING
TANK NOTES
1. Access at or above grade level must
be secured against unauthorized access
2- Tank is not rated for vehicular traffic loading.
3. All resin used is compliant with ASTM D 1248 as required by CSA 866 and IAPMO / ANSI 21000-2007.
4. Tank material of construction is HMW-HDPE.
5. Primary dimensions are in inches
6. Minimum tank wall thickness is 1/4",
7. Labeling will include: manufacturer name, liquid capacity, date, maximum burial depth, and model number.
8. Riser cover contains the following: 6" x 3" warning:
"Danger - Do not enter - Poison Gas" - written in English, French & Spanish.
9. Maximum burial depth from manufacturer is 36" unless specifically instructed otherwise by the factory.
10. Models RMT-750, RMT-1060, RMT-1250 and RMT-1500 are all certified to CSA and IAPMO standards.
11. Models RMT-500, RMT-900 and RMT-1000E are compliant with CSA and IAPMO standards.
H(ITH MultiTanl(@
ISOO GALLON I 7M,oDEL RMT. ISOO Flcl+h
-
ROTH GLOBALPTASTICS
One General Motors Drive
Syracuse N.Y. 13206
Call Toll Fre 866.943J256
w.fralo-net
'e' TUF'TITI Effluent Filterc
Plastic... Our Business, Not Our Hobby
TUf-Tite@ Effluent Filters,
EF.4 EF.6
Tough Problem
Solids entering the septic field significantly
reduce the life of the field, resulting in
premature failure of the entire system.
TUF-TITE Solution
The EF-4 Elflu€nt Filt€r, filters solids down to
1/16", increasing the life ol your septic system.
Molded-in lid gasket.
No fighting with flimsy foam rubber
gaskets. Assures a watertight seal
every time.
Every filter needs a Riser
for easy cleaning and inspection. Stackable,
interlocking Risers make filter maintenance
easy. Available in 12", 16", 20",and24"
diameters.
,"l'i ti.1 ,:i;i 800 gpd 1500 gpd @
@ ANSVNSF
Standard 4686 ft. of
1116"
fiftration
area.
ANSI/NSF
Standard 46
4
244 ll. ol
1116',
filtration
area,
r Sch.40 &
sDR-35
4 t 9ch. tlO &
sDF-35
@
@
8OO GPD
ANSI/NSF
Standard 46
TB.4
T-BafflerM
ANSVNSF
Standard 46
@
ANSI/NSF
Standard 46
15OO GPD
ANSI/NSF
Standard 46
TB.6
T-BafflerM{
COMIONENT @
Patent Numbe's
6,319,103; D /,€1,629; other
pats. Wdlng.
COMPONE{T
Molded-in
Gas/Solids
Deflector
EF.4
EF.O @
Rear of EF-4
filter - close-up.TB.4
TB.6 @
Optional Gas Batfle for EF-4
for extended filter life.
Tuf-Tibo lnc. . 500 Capital Drive r Lake Zurich, lllinois 60047
02003, Tuf-Iie Cofporatlon, Prlntod ln USA, Fom EF (1)
,/
Screws on outside
of Riser, where theyo
lnstallation:
Tuf-Tite Effluent Filters are designed to extend the life of your drainfield by
preventing solids from leaving the septic tank. The filter fits into either a 4"
or 6" Tee Baffle which in many cases is already attached to the outlet
pipe. lf a Tee Baffle is not installed, install as shown in Figure 2, allowing
enough clearance from the end of the tank to permit easy filter acc€ss.
1. lnsert the filter into the Tee Baffle with anow on the top of the filter
pointing toward the outlet pipe (as shown in Figure 1 and Figure 2).
2, Push down firmly until top of the filter seats into hub of the Baffle Tee.
Maintenance:
Tuf-Tite Effluent Filters will, under normal conditions, operate efficiently for
several years or more before requiring removal and cleaning. lt is
suggested that the unit be cleaned every time the tank is pumped or at
least every three years.
1, Do not use plumbing during filter cleaning.
2, Pull the filter straight out of the Tee.
3, Hose filter off, making sure that all solids fall back into the septic tank,
not back into the Tee Baffle.
4, Replace filter as in installation instructions above.
For replacement pafts and wananty information, contactTuf-Tite, lnc. 800-382'7009
The Tuf-Tite@ Riser System:
cf
Riser Lid
with Molded-in
gasket.
Available in 12",
16",20" and
24" diameterc.
Concl,ete Lid
wlhandle
Safetv
Pan'"
-
EF.4
EF.6
TB.4
TB.O@ @
12",17", ot 20"
12.16.20. &24" Dia.
Safety PanrM
available in 16",
20" and 24"
diameters.
Riser
For septic tanks.
Stackable in 6"
increments.
Available in 12",
16",20" and 24"
diameters.
outlet
not to scale-
Figure 2:
Diagram of installed filter
and Tee Baffle. Note:
drawing is not to scale.
Tank
Adaoter
Rind
;i'1, r-.
For mountlng
riser flush to
of tank when
is not an
Figure 1:
Anow on top of filter unit must
point in the direction of ths
outlet pipe. Top rim of filter
will seat in hub of Tee.
option.
Pat.Nos.:5,817,679
5,852,90; othar pats.
pending.
I
I
I
Ilnstallation & Maintenanoe:Series
t
rtrrllI
I -,ii
Iestod to 10" vacuum
'r' rur'TlT[I
Water-tight
llUs andRrberc
byfuf-TiteoDrainage and Septic Products
Trrf-T"ltee lnc,
500 Capital Drive
Lake Zurich, lllinois 60047
@2003, Tuf-Tlts Coporatlon, Pdnt€d ln USA, Forn EF (1)
;rilT
I.&"7 4-Hole D bution Box
Tough ProblEm
Providing a simple, reliable, and
permanent msans for dividing soptic
tank effluent flow
TUF-TITE Solution
A strong, stabls, permanont,
non-conosive Tuf-Tite Distribution
Box, with a Tuf-Tite Spsod Leveler
in each outlet.
I lnjection molded HDPE
I Non-corrosive
I Simple to install
I Easy to level
ln a septic environment, no other
materialcan match High Density
Polyethylene in delivering a lifetime
of trouble-free service. TutTite
Distribution Boxes are injection
molded, using only premium HDPE
which contains no fillers or foam.
Snap-in pipe seals
They're patented. Simply insert your
PVC pipe and push it through the
flexible, polyethylene TutTite seal.
Pipes fit watertight. lnstallation couldn't
be easier.
They're permanent
Unlike cement-based pipe grout,
Tuf-Tite seals will not crack or corrode
in septic conditions. They stay pliable
and watertight permanently.
T
o'.TUF{IT[ 4-Hole Distribution Box 4HD2
I lnlection molded.
Exceptlonally
strong.
I }IDPE ie non-
conoslve
in a septic
envircnment
I Patented snap-ln
pipe seals
eimpllfy
lnstallation.
INSTALLATION IS
JUSTTHIS SIMPLE
L Position the Distribution Box
on levelvirgin soil.
Do not place box on a
concrete slab.
2. lnstallthe inlet pipe and
outlet pipes. Be sure the
bottoms of all pipes rest on
virgin soil.
3. Levelthe Distribution Box
and all pipes as needed,
4. Backfillthe pipes to within
two feet of the Distribution
Box. Recheck the level of the
box, then backfill up to the
top lid ridge.
5. lnstall and adjust Tuf-Tite
Speed Levelers.
6. Place lid on the Distribution
Box and finish backfilling.
s-35 ,\s-€
P-l0
Choice of Fittings
S-35 Pipe Seal, for:
I Sewer and Drain
r sDR35 r ASTM 3034
r Thin Wall I 15001.5. Crush
S-40 Pipe Seal, for:
I Schedule 40
14" Corrugated
P-l0 Plug, for unused holes
1 11"
Ghoice of Lids
Regular Lid. Molded of rugged
HDPE.
lnspection Port Lid. Foreasy
access and inspection. Models
available to accept either 4" or
6" extension pipes.
lnterlocklng Ud. Heavy-duty
HDPE Lid is dbbed for added
stren$h and rigidity. Slotted
sides interlock on ihe
Distribution Box to assure a
right {it.
The 4HD2 Distribution Box
comes complete with a
Regulu Lid u an lnspection
Port Lid, and 5 snap-in
fittings ol your choice.
Modcl Bl Riccr. For series
81 Box, Stackable HDPE
Risers extend to grade in 6"
increments. Accept 11o x 11'
lids and grates.
Tirf-Tite Speed LevelersTM
Control the flow of etfluent from
the Distribution Box. Simply
insert a Speed Leveler into each
outlel pipe. Rotate each Speed
Leveler so the flow is distributed
as desired. Available for 3" or 4"
PVC pipe.
't
.O.TUF{ITE'I;
-.t
Alulllineol
innovations for
beftersoptic
systems
Drainage and Septio Products
Trd-Tfte€ eorporation
1 200 Flex Court
Lake Zurich, lllinois 60047
@1 999 Tuf-Tlt€@ C€rporation
Fom 4HD2-3. Print€d in USA
Materials and Equipment Needed
I Quict<4 Plus chambers
D Quicka Plus All-ln-One 12 Endcaps
n PvC pipe and couplings
n Backhoe
n Laser, transit or level
I Shovel and rake
I tape measure
n Screwdriver or utility knile
n Hole saw
fl 2-incn drywall screws*
fJ Screw gun*
E Small valve-cover box*
n 4-inch cap lor lnspection port*
*Optional
These guidelines lor construction machinery
must be followed during installation.
n Avoid direct contacl with chambers when using
construction equipment. Chambers require
a 12-inch minimum of compacted cover to
support a wheel load rating of '16,000 lbVaxle or
equivalent to an MSHTO H-10 load rating.
n Onty drive across the trenches when necessary.
Never drive down the length of the trenches.
n To avoid additional soil compaction, never drive
heavy vehicles over the completed system.
@ Quick4 Plus Standard and Quick4 Plus
High Capacity lnstallation lnstructionsIN FILTRATOR'
waier technologies
Quick4 Plus Standard and Qulck4 Plus High Gapacity chambers may only be installed
according to State and/or local regulatlons. ll unsure of the installation requirements
for a particular site, contact the local health department.
Like conventional systems, the soil and site conditions must be approved prior to
installation. Conduct a thorough site evaluation to determine the proper sizing and
siting of the system before installation.
Qulck4 Plus Standard Quick4 Plus High Gapacity
48"
EFFECTIVE LENGTH
48',
EFFECTIVE LENGTH
14',
12',
3434
EXCAVATING AND PREPARING
THE SITE
NOTE: As is the case with conventional
systems, do not install the systems in wet
conditions or in overly moist soils, as this
causes machineryto smearthe soil.
L Stake out location of trenches and lines.
Set elevations of the tank, pipe, and trench
bottom.
2. lnstall sedimentation and erosion control
measures. Temporary drainage swales/
berms may be installed to protect the site
during rainfall events.
3, Excavate and level 3-foot-wide trenches
with proper center-to-center separation.
Verify trenches are level or have pre-
scribed slope.
NOTE: Over excavate the trench width in
areas where you are planning to contour.
4. Rake bottom and sides if smearing has
occurred while excavating. Remove any
large stones and other debris. Do not use
the bucket teeth to rake the trench bottom.
5. Verify that each trench is level using a
level, transit, or laser.
PREPARING THE OUICK4 PLUS
ALL-IN-ONE 12 ENDCAPS
NOTE: The Quick4 Plus All-in-One 12
Endcap is compatible with the Quick4 Plus
Standard and Quick4 Plus High Capacity
chambers, and can be used on either end
of the trench, depending upon the installer's
preference and configuration requirements.
1. With a hole saw drill a 4Vz-inch opening
on front or side of
endcap using center
point marking (see
illustration) as a guide.
1. Drill endcap.
QUICK4 PLUS ALL.IN.
ONE 12 ENDCAP DRILL LOGATIONS:
dD OR 8IE d IMRI
(oR uTYNFOROtnEf)
the fist chamber.
Be sure to line
up the locking
pins on the top
of both the
chamber and
endcap.
5. lnsert the
inlet pipe 2.5
inches into the
opening on the
endcap.
6. Lift and place
the end of the
next chamber
onto the previ-
ous chamber
by holding it
at a 45-degree
angle. Line up
the chamber
end between
the connector hook and locking pin at the
top of the first chamber. Lower the cham-
ber to the ground to
connect the chambers.
NOTE: When the chamber end is placed
between the connector hook and locking
pin at a 4S-degree angle, the pin will be
visible from the back side of the chamber.
NOTE: The connector hook serves as a
guide to ensure proper connection and
does not add structural integrity to
chamber joint. Broken hooks will not affect
the structure or void the warranty.
12.7tMm
(llLE oR ourrff)
5. lnsert inlet pipe.
6. Connect chambers,
IW
f FfiF88UG
LAER^L (fYF)OJF IMRf
2. Snap off the molded splash plate locat-
ed on the bottom front of the endcap.
3. lnstall splash plate into the appropriate
slots below inlet to prevent trench bottom
erosion.
INSTATLING THE SYSTEM
1. Check the header pipe to be sure it is
level or has the prescribed slope.
2. Set the invert height as specified in the
design from the
bottom of the
inlet.
3. Place the first
chamber in the
trench.
4. Place the
back edge of
the endcap over
the inlet end of
4. Place endcap inlet end.
Contact lnfiltrator Water Technologies 'l-800-221-4436 for additional technical and product information.
7. Swivelthe
chamber on the
pin to achieve
the proper direc-
tion for trench
layout.
NOTE: The
chamber allows
up to 1O-degree
swivel in either
direCtiOn at 7. Swivel chambers.
each joint.
8. Continue connecting chambers until the
trench is completed.
NOTE: As chambers are installed, verify
they are level or have the prescribed slope.
9. The last
chamber in the
trench requires
an endcap. Lift
the endcap at a
45-degree angle
and align the
connector hook
on the top of the
Chambef with 9. Plaoe endcap outlet end.
the raised slot
on the top of the endcap. Lower the end-
cap to the ground and into place.
NOTE: Place a few shovels of soil around
the endcap to secure it during backfill.
10. To ensure structural stability, fill the
sidewall area by pulling soil from the
sides of the trench with a shovel. Start at
the joints where the chambers connect.
Continue backfilling the entire sidewall
area, making sure the fill covers the lou-
VETS.
11. Pack down fill by walking along the
edges of trench and chambers.
NOTE: ln wet or clay soils, do not walk in
the sidewalls.
12. Proceed to the next trench and begin
with Step 1.
INSTATLING QUICK4 PLUS
AIL.IN.ONE 12 ENDCAPS AS A
MID-LINE CONNECTION
1. With a hole saw drill an opening appro-
priate for the pipe diameter being used on
the side (3.3" invert) or on top (9.0" invert)
of endcap.
NOTE: Piping configurations are deter-
4 Busines Park Road
P.O. Box 768
Old Saybrook, CT 06475
I N F I LT RATo R' i:3;?ilJi:l-"r*860'577-7001
watertechnologies www'lnflltratorwater'com
mined by the
preference of
the installer or
designer.
2. With a hole
saw, drill a
4Vz-inch opening
on the end of
the Quick4 Plus 1. Dril endcap on side or top.
All-in-One 12
Endcap to cre-
ate an invert at
0.5 inches. This
will allow efflu-
ent to fill both
sides of the
chamber line.
3. Snap off the
molded splash
plate located on
the bottom front
of the endcap.
4. lnstall splash plate into the appropriate
slots below the inlet to prevent trench
bottom erosion.
5. Place the back edge of the endcap over
the inlet end of the first chamber. Be sure
to line up the
locking pins on
the top of both
chamber and
endcap.
6. lnsert
connection pipe
2.5 inches into
Opening On 6. lnsert connection pipe.
endcap.
INSTALLING INSPECTION PORTS
lnspection ports may be installed on each
of the chamber tops or on top of the
Quick4 Plus All-in-One 12 Endcap.
Endcap Inspection Port
1. With a hole saw drillthe pre-marked
area in the top
of the chamber
or endcap to
create an open-
ing based on
pipe type.
NOTE: Drilla
4Vz-inch opening
on the Quick4
Plus High
Capacity
2. Drill endcap on end.
1. Drill endcap on top.
lnf iltrator Water Technologies Limited Warranty
Available at: www.infiltratorwater.com
orcall 1-800-221-4436
MicroLeaching,
trademarkofTUF-TITE, lNC.Ultra-Rlblsatrademarkof|PEXlnc. @2013lnfiltratorWaterTechnologies,LLC.Allrightsrserued.PIintedinU.S.A PLUSog 1113lsl
chamber and
All-in-One
Endcap to
accommodate a
4-inch Schedule
40 pipe. Drill
a2Vz-inch
opening on the
Quick4 Plus
Standard
chamber to 2. Pipe in endcap inspection port.
accommodate a
2-inch Schedule 40 pipe.
2. Set a cut piece of pipe of the appropri-
ate length into the corresponding endcap's
inspection port sleeve.
3. Use two screws to fasten the pipe to
the sleeve around the inspection port-
4, Attach a threaded cap or cleanout
assembly onto the protruding pipe at the
appropriate height.
5. A small valve cover box may be used
if the inspection port is below the desired
grade.
COVERING THE SYSTEM
Before backfilling, the system must be
inspected by a health officer or other
official as required by State and local
codes. Greate an as-built drawing at
this time for future records,
1. Backfill the trench by pushing fill
material over the chambers with a back-
hoe. Keep a minimum of 12 inches of
compacted cover over the chambers
before driving over the system.
NOTE: Do not drive over system while
backfilling in sand.
NOTE: For shallow cover applications,
you must mound 12 inches of soil over
the system before driving over it, and then
grade it back to 6 inches upon completion.
2, lt is best to mound several inches of
soil over the finish grade to allow for
settling. This also ensures that runoff water
is diverted away from the system.
3. After the system is covered, the site
should be seeded or sodded to prevent
erosion.
NOTE: lf the system is for new home
construction, it is important to leave
marking stakes along the boundary of the
system. This will show contractors where
the site is located so they will not cross it
with equipment or vehicles.
Gontact lnfiltrator Water Technol ies' Technical Services Department for assistance at 1'8OO'221'4436