HomeMy WebLinkAboutEngineer's Design SpecsI ;aþ {...A,rFjtx L ri:
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970.309.5,;:i:,ü
CARLA. OSTBERG@GMAI L.COM
Êlltl"l.lc (roNrtttr,'f rNG
June 17,2023 Project No, C1810
Lloyd Tucker
Itucker@sliferrfu.com
Subsr¡rface lnvestigatiun .rnd Onsite Wi,$tew¿,ler lr*atrnerit Siystem Design
3-Bedroom Residence
448 CR 110
Garfield County, Colc¡radrl
Lloyd,
CBO lnc. perforrned a subsurFace investiç¡atit¡rr ¿u,rl r;onrpleted an onsite wastewater treatment system
(OWTS) design for the subject residence. l-he 4 às6-acre property is located outside of Carbondale, in
an area where OWTSs are necessary.
Legal Description: Section: 7 Township: 7 Ranl¡e: 88 A TR lN LOTS 14 & 15.4.966 ACRES
Parcel lD: 2393-074-00-028
$ITE CONDITIONS
The property is currently developed with a 3i-bedroom residence. The residence is served by an existing
OWTS. The OWTS consists of a 10O0-gallon, two-compartment concrete septic tank followed by an 18'
x 32' pipe and gravel soil treatment area (STA) with 3' of gravel below the perforated pipe. The OWTS is
documented by lndividual Sewage DisposaiSystem (ISDS) Permit 1832. The OWTS was sized to
accommodate 3 bedrooms. The permit received finalapproval on October 25, 1990.
ïhe septic tank is in poor condition and the STA is experiencing slow draining. The existing OWTS will
be replaced.
The residence is served potable water from a shared water system, originating from a spring located off
the subject property. The water line enters the property to the east and will not come within 10-feet of the
proposed septic tank or 25-feet of the proposed STA. We also did a search on the Division of Water
Resources website (map enclosed) and no wells appeared to be within 500-feet of the proposed OWTS.
The proposed STA will be located in the same approximate location as the existing, in a yard area to the
west of the residence. The topography on the property does not allow us to relocate the STA.
There should be no traffic or staging of material over the future STA site to avoid compaction of soils
prior to construction of the STA,
Page2
SUBSURFACE
The subsurface was investigated on May 13,2023 by digging one soil profile test pit excavation (Test Pit). A
visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.l Only one Test Pit
was excavated due to space constraints on the property.
The materials encountered in Test Pit #1 consisted of light brown silt loam to 2-feet, underlain by tan silt
loam to a maximum depth explored of 8.O-ft¡et. No bedrock or groundwater was encountered.
A sample of the soil was taken from Test Pi': #1 at 8-feet below grade, although soils were consistent
throughout the Test Pit. A seepage pit was contemplated pending available space for the STA. Soil
structure grade was moderate. The soilfonned a ball and a ribbon less approximately 1-inch in length
before breaking. Soil structure shape was trlocky and consistence was friable. Soiltexture was more
smooth than gritty.
The soil is consistent with Soil Type 2, Silt L,oam, with moderate structure grade. A long-term
acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the STA.
Test Pit excavated between shed and manufactured home
I Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile
Evaluation of Soils Training.
Page 3
Backfill Test Pit #1. Consistent soils
Ribbcn approx. 1-inch in length before breaking
Test Pit Backfill (no rock)
Page 4
DESIIGN SPECIFICATIONS
The existing septic tank will be abandoned by pumping the tank and removing it or crushing the top,
bottom, and sides and filling in the void with onsite materials or removing it. The existing STA will be
abandoned in place. lf saturated materials are encountered, they should be removed and staged for
drying. lf soil replacement is necessary clue to over-excavation, it must be sand filter material
(concrete sand, washed sand). We have enclosed a specification.
Desiqn Calculations:
Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD
LTAR = 0.6 GPD/SF
450 GPD / 0.6 GPD/SF = 750 SF
750 SF x 1.2 (gravity, bed) x 0.7 (chambers) = 630 SF
The OWTS design is based on 3-bedrooms. An average daily wastewater flow of 450 GPD will be used
For the purposes of this OWTS design, Benchmark Elevation has been established as 100' as the
existing elevation of the sewer line exiting ttre manufactured home. CBO lnc. should be notified of any
discrepancies or problems with grade elevations of proposed components during installation of the
OWTS.
OWTS Gom
Primary Tank lnlet lnvert
Distribution Box
lnfiltrative Surface
*Elevations are based upon standard OWTS installation practices. Component elevations may change during
installation due to site conditions. Minimum gade refers to piping between components.
The 4-inch SDR-35 sewer line exiting the residence must have a double-sweep clean out and a minimum
2o/o grade to the septic tank.
The system installation must include a 1O0c,-gallon, two-compartment lnfiltrator@ poly septic tank with an
Orenco@ Biotube effluent filter on the outlet tee. Risers must bring the manhole lids to grade for access.
lf more than one riser is added to the septic tank, an extension handle must be installed on the effluent
filter.
Effluent will gravity flow to a distribution box, and then to two gravelless chamber beds. The distribution
box must be accessible from grade and mu:it have flow equalizers, or similar product, installed on each
outlet pipe in the distribution box to assure equalflow to each bed.
A 4-inch diameter SDR-35 level manifold m'.lst be installed to connect each row of the chamber bed.
Each chamber bed will consist of 4 rows of 7 'Quick 4' lnfiltrator@ chambers (28 chambers in each bed)
for a total 56 chambers and 672 square feer. of infiltrative area. lnspection ports must be installed at each
corner of the bed. Ports may be cut to grade and placed in sprinkler boxes for access.
COMPCINENT SPECIFICATIONS
The component manufacturers are typical of applications used by contractors and engineers in this area.
CBO lnc. must approve alternative com¡ronents prior to installation of the OWTS. Requests must
be submitted, in writing, to our office for approval prior to installation. Component technical data
sheets are available upon request.
Minimum Elevation
Approximate horizontal distance 16' / min. 2% fal I
min.4" fall
Approximate horizontal distance 't9' / min. 1% fall I
min.2.375" fall
Approximate horizontal distance 10' / min. 1o/o fall
to STA / min. 1.25" lall
COMPONENT MANUFACTUIIER
lnfiltrator@
MODEL NO COMMENTS
Septic Tank lM-1060-2CP 1000-gallon,2-
compartment poly septic
lank
Risers and Lids Orenco@ Double-walled PVC
risers and lids
Effluent Filter Orenco@ 4-inch diameter Full size
Distribution Box Polylok Distribution box, lids,
rises, and (2)flow
equalizers
Chamþers lnfiltrator@ Standard Plus 56'Quick 4'chambers
Page 5
Construction must be according to the jurisdir:tion's adopted On-Site Wastewater Treatment System
Regulations, the OWTS Permit, and this design.
PERM IT AÍ'PLICATION INSTRUCTIONS
An OWTS Permit Application must be sukrmitted to Garfield County Environmental Health Department.
httos://www.qartield-county.com/environmental-health/filesqcco/sites/16/OWTS-Application-Complete-
Packet-Dec.-2019.pdf. lf the OWTS Permit Application will be submitted with a Building Permit
Application, it should be submitted directly tr Garfield County Building Department.
All questions regarding permit submission can be directed to Garfield County Environmental Health
Department, 970-945-6614 xB1 50.
INSTAI-LATION CONTRACTOR
CBO lnc. expects that the installer be experie ,nced and qualified to perform the scope of work outlined in this
design. The installer must review this design thoroughly and coordinate with our office in advance of
installation. Any additional conditions in this rlesign or county permit must be completed and documented
prior to final approval of the OWTS installatior. Communication between the installer and this office is
expected throughout the installation.
INS]'ALLATION OBSERVATIONS
CBO lnc. must view the OWTS during cons;truction. The OWTS observation should be performed before
backfill, after placement of OWTS comç,onents. Septic tanks, distribution devices, pumps, dosing
siphons, and other plumbing, as applicable, must also be observed. CBO lnc. should be notified 48 hours
in advance to observe the installation.
ln an effort to improve the accuracy of the rr:cord drawing, we request that the installer provide a
sketch of the installation, including path of the sewer lines, water line installation (if applicable),
septic tank location, STA location, and nreasurements from building corners or another fixed
objects on the property. This sketch is mrrst easily provided on Sheet W2.0 of the OWTS Design
Packet. Photographs of the installation and final cover are also requested to supplement our installation
documentation.
REVEGEITATION REQUIREMENTS
An adequate layer of good quality topsoilca¡able of supporting revegetation shall be placed over the entire
disturbed area of the OWTS installation. ,A mixture of native grass seed that has good soil stabilizing
characteristics (but without taproots), provides a maximum transpiration rate, and competes well with
Page 6
successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over
the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented
and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation
cover.
OPERATION INI:ORMATION AND MAINTENANCE
The property owner shall be responsible for the operation and maintenance of each OWTS servicing the
property. The property owner is responsible for maintaining service contracts for manufactured units,
alternating STAs, and any other components needing maintenance.
Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials
should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during
construction of the STA for better weight d stribution. Livestock should not graze on the STA. Plumbing
fixtures should be checked to ensure that no additionalwater is being discharged to OWTS. For example, a
running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA.
lf an effluent filter or screen has been instalkrd in the OWTS, we recommend this filter or screen be cleaned
annually, or as needed. lf the OWTS consisls of a pressurized pump system, we recommend the laterals be
flushed annually, or as needed.
The homeowner should pump the septic tarrk every two years, or as needed gauged by measurement of
solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not
be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWTS, No hazardous wastes should be directed into the OWTS.
Mechanical room drains should not dischargr: into the OWTS. The OWTS is engineered for domestic waste
only.
ADDITION¡\L CONSTRUCTION NOTES
lf design includes a pump, weep holes mus, be installed to allow pump lines to drain to minimize risk of
freezing. The pump shall have an audible ¿ nd visual alarm notification in the event of excessively high-
water conditions and shall be connected to a control breaker separate from the high-water alarm breaker
and from any other control system circuits. The pump system shall have a switch so the pump can be
manually operated.
Excavation equipment must not drive in the excavation of the STA due to the potential to compact soil.
Extensions should be placed on all septic te nk components to allow access to them from existing grade.
Backfill over the STA must be uniform and ç¡ranular with no material greater than minus 3-inch.
LIMITS:
The design is based on information submitt-.d. lf soil conditions encountered are different from conditions
described in report, CBO lnc. should be nolified. All OWTS construction must be according to the county
regulations. Requirements not specified in this report must follow applicable county regulations. The
contractor should have documented and demonstrated knowledge of the requirements and regulations of
the county in which they are working. Lir:ensing of Systems Contractors may be required by county
regulation.
PageT
Please call with questions
Sincerely,
CBO lnc.
Carla Ostberg, MPH, REHS
Caj'b txfuxg
CBO lnc.
129 Cains Lane
Carbondale, Colo€do 81623
Phone 970.309.5259
carla.ostberg@gmail.com
N
\-7
Holy Crcss ROw EaÊñeDt
Book41l, hge 325
N 89"13'30. r 200.97'
11
T--7
SCALE: 1 = 50'=0'
I
lY2.0
-
ovelheed Uüly I rûe
CountYRoadNo'
110
176 17'
83'21'00"1Ís
5 STA CELINËSEPTIC
RESIDENCE ] I I
\448 County Road No. 110
4.352 Acres +
DRAWINGS MUST BE USED IN
CONJUNCTION WITH DESIGN
LETTER DATED O6I'1 7 I 2023
d1?.u"**'
\
\
TP1
Tucker Residence
448 CR 1 10
Garf¡eld County, Colorado
Project Number: C1810
Dale: 06h712O23
Des¡gnèd by: CBO
Drawn by: DD
w1 .0
Sheet 'l 0F 4
5.08',
1-1l4'Æumiñm Cap
6 No. 15710
I
THE LOCATION OF PROPOSED IMPROVEMËNTS SHOWN ARÊ
NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS
ARE APPROXII\4ATE. IT IS THE HOMEOWNERS' ÐUTY TO
ENSURE ALL CONSTRUCTION AND IMPROVEMENT LOCATIONS
ARE ACCURATE. PROPERTY LINES AND SETBACK DISTANCES
SHOULD BE CONFIRMED PRIOR TO EXCAVATION. SCALED
FOR PRINTING ON 11'X 17" PAPER.
r")Þ
No. 5 Rehr&
W
6'oo
SHED
100'
CountY Road No' 110
60.00' Right-of-Way
Book 16O,
CBO lnc-
129 Cains Lane
Carbondale, Co¡orado 81623
Phone S70.309.5259
€rlã.oslberg@gmail.æm
Tucker Residence
448 CR 1 10
Garfield County, Colorado
ProjectNumber: C1810
Date: 0611712023
Designed by: CBO
Drawn by: DD Sheet 2 0F 4
w2.0
17 6.17'
S" 24' 00"W 4' DIA SDR-35 SEWER LINE TO I!,IANIFOLD
(MtN. 1% SLOPE TO BED)/
DISTRIBUTION BOX
WITH ACCESS AT GRADE
4" DIA SDR-35 PVC SEWER LINE
(MrN. 1% FALL TO D-BOX)
OOO-GALLON, TWOCOMPARTMENT POLY
SEPTIC TANK WITH EFFLUENT SCREEN
3-BEDROOM
RESIDENCE
Gravel DrivewaySB
LINE
4" DIA SDR-35 INSPECTION PORT AT
CORNERS OF EACH BED
EXISTING 18'X 32' PIPE AND
STA TO BE ABANDONED
TWO (2) 'OUICK4'CHAMBER BEDS. EACH BED
HAS 4 ROWS OF 7 CHAMBERS = 28 CHAMBERS
X 2 BEDS = 56 TOTAL CHAMBERS = 672 SF
30.5'_
4" DIA SDR-35 SEWER PIPE WITH CLEANOUT
MIN 2% FALL TO TANK
DRIVEWAY
N
4' DIA SDR-35 LEVEL MANIFOLD
EXISTING SEPTIC T
TO BE ABANDONEDffi
SCALE: 1'= 2010"
CALLBll FOR
UTILITY LOCATES
I
DESIGN
3€EDROOf' RESIDENCE
(75 GPD x 2 PERSONSiBEDROOM x 3 BEDROOI\rS)
WASTEWATER FLOW = 450 GPD
TANK:
MIN. lOOO GALLONS
USE lOOO.GALLON, TWOCOMPARTMENT POLY SEPTIC TANK
SOIL TREATMENT AREA (STA):
LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 cAU SF
CALCULATED STA = C/LTAR = 450 / 0.6 = 750 SF
GRAVITY, BEDS = 750 SF X 1.2 = 900 SF
CHAMBERS = 900 SF X 0.7 = 630 SF / 12 SF / CHAMBER = 53 CHAMBERS
TWO GRAVELLESS CHAMBER BEDS
EACH BÊD W|TH 4 ROWS OF 7'QUICK 4'CHAMBERS
TOTAL 56 'QUICK 4' CHAMBERS
STA TO WATER COURSE 100'N/A
STA TO WELL 100'N/A
STA TO HOUSE 42',
SEPTIC TANK TO WATER COURSE 50'N/A
SEPTIC TANK TO WELL 50'N/A
HOUSE TO SEPTIC TANK 7',
OWTS COMPONENTS AND
PHYSICAL FEATURES
MINIMUM REOUIRED
SETBACK
APPROXIMATE PROPOSED
SETBACK
^SEIBACK
CHART
\,,------.1øfffi
24" MtN.SLIP-ON PVC
DO NOT GLUE
INSULATED
TRACER WIRE
SOIL PROFILE TEST PTT NO. 1 LEGEND
F topso¡l
fifl sirt roam
0
1
2
3
4
6
7
I
10
LIGHT BROWN SILT LOAM TOPSOIL
TAN SILT LOAM
FINISHED GRADE
4" DIA SDR-35 SEWER LINE
(MtN 2% SLOPE TO TANK,
MtN. 1olo TO STA)
SCREENÊD 4" DIA
SEWER LINE
FINISHED GRADE
TO TANK
/I CLEANOUT DETAILS\3È-_---r5@
NO GROUNDWATER OR BEDROCK ENCOUNTERED
DURING EXCAVATION
/^SOILS LOG\rr=----æ-
OR SAND FOR
BEDDING
3" MtN.
/I ÏRENCH DETAILL¿l-r6€î1
BACKFILL
CBO lnc.
'129 Cains Lane
Carbondãle, Colorado 81623
Phone 970.309.5259
ærla.ostberg@gmail.c!m
Tucker Residence
448 CR 1 10
Garf¡eld County, Colorado
ProjectNumber: C1810
lD'*: 06,17lz02g
I
I Desiqned by: CBO
lorawn
nv: oo
w4.0
Shêet 4 0F 4
.i::oARFIELD COUNÎY BU
'i lOt'i
Ohnwôo
:Pl
SÞOSAL PERMIT Nr fr,üå
IÎAÎTON DEPARTI'ËNT
il00r
,il ìF"ffiü,j:ï+;"rl
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thls does not oontlltuti
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.ii $'ii
'1,. i
rrlbfvl¡r Fcr!¿trrg
å trarrt, of lånd ffûrt¡fn Ipts l¡¡ ard 15, Baö.? 1IT Rgg$ G.8.
furØf
i., r Conditíonrl Constructio¡ âpiiroval ir hatcby gråntod !or å /¡-î*Q-tl-sauon
'l},¡l t,rSeptlc Trnk or j.-.t *-*Aorsted trsatÍiont
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IDUAL $EWAGEI:DI
lnflöller
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FINA LAPPROVAL OF SYSTEM:
ry¡tsm ¡hrll
Ëú
, i;'i.
,:i(¡.
ini¡j{¡ñr ot / 7", / sq. fr. of ¡bsorprion rrer p€r bedroom,
. ft, minimum requirement - o tot¡l of $- 73 ¡q, rr. of ¡b¡o¡ptlon
3-e ' '. d 2g/"8'T*r.frJlL*,ï¿n ö'r /
i:t
..,;,1l
lnrpcctor
rnv pifi. i
be deoûrsd to be ln compliance with rhâ Di¡po¡al Lrws until the r¡¡omblcd ¡yrt€m i¡ approvrd prlor to
ïank ûcce¡s for inspection and clo¡nlng withín 12" ol ground ¡urfæs oi rarutsd tcc€¡g Poftf tbovo eiound ''
.,1
'in¡me ol sÊptlc trnk or aerated r:reqfmont unlt.'{
¡ and assemblv
rbtbrptlon {or disper'¡al) ar¡,a,
-*..,-orrl** ,ffi
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., .{
.,,.*Þ
f,
/lppl ica tlon
Approval by
County 0ff{clal Itthf
ADDRESS fllT Ce*^&î, Ff PHON e-71{:F2.
.CONTRACTOR-
ADDRESS l.E 2ît*76
topog of area, hab Itable bulldl [9'I or;atl on of table water wel
PERI'ITT REQUEST FOR:f¡(.) ltew Instaltatlorr (, ) Alterailon ( ) RepalrAtt¡ch separate sheets or report showl ng elrtlre area wlth res pect to'I
at
íi raphy
hol es ,
surroundln! rFBàsrls' soll percolatlon
jl,,'test soll proflles ln test ho I es.ilSee
[0cATroN gF P.goPotEg F.AC.ILITY:Coun
tlear what Clty of Tow
Legal Descrlptl
[A$TES.TYP.E_' (X ) Dwelt lns
po
4.)
Slz 2 acr+
I
( ) Translent Use( ) conmerclal or Instltut,lonal ( ) Non-domestlc l,lastes
De be( ) 0rher
BUILDING OR SERVICE TYPE:
Percent ground slope:.t.
7
llumber of bedrooms E
fi)oaruas.srtno@
SOURCE AND-TJ.P.E,_01- ÍIAIER SUPPLY,T ( ) wel
Glve depth of all well s wlthln 180
ty water, gl
¡¡nf,^t-,*
feet of system:
If suppì led by communl ve name or suppì
GR.OUN,D' C0ND rll0Nrs :
a*r Depth to bedrock¡
Depth to flrst Ground Hater Tabìe¡
(/ ) otstrwasher
t (!)sUrlnO ( lstreamorcreek
7.',Ð.V
*o l¿
scrl
'-6"
umber of person s2
t tO\
DISTANCE T0 NEAREST COllttUNITY SEIIER SYSTEI'|I
tlas an effort made to connect to conmunlty sys tem?
TYPE OF INDIVIDUAL SEüIAGE DISPOSAL SYSTEM I'ROPOSED¡
( f) septlc rank/t311!;t' (
(' ) vaull Prluyt*'^""t (' ( ) Plt Prlvy (
( ) Chemlcal Tollet (
FINAL DISPOSAL BYI
) Arlratf on Plant
) Cr¡mpostlng Tollet
) Inclneratlon Toilet,
()
()
()
Vauì t
Recyc
Recyc
ll
il
ng, potable use
ng, other use
) Other - Descrlbe:# a¡¡ ù
) Underground Dlspersal
) Above Ground Dlspersal
) Other - Descrlbe¡
I{ILL EFFLUENT BE IIISCI{ARGTD DIRECTLY INTO I.¡ATERS OF THE STATE?
[) nUso.ptlon Trench, Bed or Pl ¡ ]*c-ry'fr ( ) Evapotransplratlon
( ) Sand Fllter
( ) lfastewater Pond
(
(
(
(
lil.li ,
".....,.. ",i¡r,¡¡iiru'i
' t, '., '1
'i0$.igncor.n:rro[.rrsr nr,sur,Is: (To be conrpleted by Regtstered professlonat Englneer.)
HlnutesæperlnchlnholeNo.l]'|lnutesperlnchlnhoteNo.3
l,ll nutes
N¡nter address and telephone of RFE who nade soll absorp
lnutes per lnch ln hole llo.
tlon tests:
tt,.
.ì'
:.
I
i,
lt
l{amer address and telephone of RPE responsfble for deslgn of the system:
i' Date _ Slgned
PLEASE AND ÂCCUNATE MAP TO YOIJR PROPËR TY
{pptlcant acknowledgqs tlft^the completeness of the appllcatlon ls condltlonal upon suchfurther mandatory an¿ ad¿tt,lonal teits and reig¡ii ar'may.Ué rãquirãã UV-ttä-ioðli"trealttrdeparünent-to be màoe iñü iuiñiinãã-bi.riig.ipñiiıint. or_by rhe tocul heulf.h departmenr forpurposes of the ovaluatlon of the appilcatloiri and thè liËuiñı*-ıi 6te-pò*itt,i.ì:jüñjã.i-toeuch terms and condlt,lons as ¿eôme¡';ià¿;;;iiy'tð"ìnðñr ıñËiì;r;; wilrr-¡uîà;'iñ¿-iegurar,tonsadopted under Art{cle 10, Tltle i5; ô.R:i:-iþlãl is imendeo. itrã-unoeisignãd ñöi.üv cerilftosthat-ail st¡rements made, rnrormaiioñ Jñ¿'.ãiôrðr-suumitteo-rrerewtrh-il¡ Ëäıürilðl-lo uesubmltted by.the appllcañt are oi wiit-Uã iãprriãnted to be true and correct to the best
?I \{-llglledse.and belfef and are deslsned.to bg relled on by itre ioðãi.¿éÈurimılii ói-ñeatthtl eYrlutülng the-same for purposes of issulng the pennlt appiled for trereih, i-iurther-unúör-sttnd that.anv fatslflcatloir oþ mlsrepreseñtC[tòri-mäi ieiuil-in-i¡e ¿eriiai öi gre ãù¡iilðrtïıñor ravocttlon of any-permlt sranted bàsed upon si{d ippiiðai,toü inù iñ'iãg"i'oð[ioñ'i,i"-t;¡;"Jury as provlded bf liw.
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Sect,lon 5.03.01 (2) shall be a¡rerrded to read as follols¡
{2} I'lanufactured rgrc ae the Use of Èhe lot,: A manufactured
âg uËe a âs a uge by right,provided tttat each of the conditions is sâtisfied¡A. The manufactured home le at least, trrenty four (2{) feet Ín nidth
and thirty six (36
nanufactured
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måËonry footer approved by the Butlding OffÍcial¡C. ÍIhe nnnufactured ho¡ne ehall be sklrted wÍth materfals of the same
ap[narancg and color aE the sidlng and be ¡nrmanentry affÍxed tothê building, if Èhe fou¡rdatlon is not ccnpletely enclosed. rhepgflaigg_official may require tledovns iñ tocaEÍons eubject tohigh winderD. fhe manufactured horne has ä brick, wood, or cosneticaLry
eguivaLent exteríor and have a pitched roof wlth no metalmaterialE not pre-palnted wlth a non-¡¡etarrlc coror andpernanently affixed to th? netal by a manufacÈurer¡
Manufactwed hcrnë.s a,F tåe prtnci¡nl use of the lot are allq¡ed orly inttp Vr, A/GÆD d nÆ zøre districts.
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25.0 - 60.0
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Slatçri s | Þescrtplio:n
ASTM C 33 Concreto Sand
PL=
Don= 2.9409
DËñE 0.7s76
Diı= o,z¿r¿
U$CS= S?
Atterbora Limits
Pl=
.Scatrrçrcntct*s* 2.4482 Dnn= L0078
Diä= 0.4572 DÏX= o.rooo
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Classlflcation***îiAÃıFro=
Remarks
% Sand ?A Fln6so¡o+3"
Coarso Mêdlurfl F¡ne 8ilr Clav
2Ð.40.0 0,0 52.5 25.O 2,,t
Kumar & Associates, lnc.
GoloradoGlenwood $
Tested By:Ch'"'6¡"¿
"t'
JP
Datø; 5Jl7/2021
DATE:7//3
DVC. BY SCOîr
1
or/
\
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4.352 ¡toe
{
No. 1 10t
LAND SURVEY PI.AT
A Parcel of Lætd, Sltfiøte in Lor'.s 74 ønÅ 7 5 of Seúion 7, Toutnshþ 7 fuLúIt,
Rarrye 88 West oÍthe SttúhPrincipal LleridiøA
Countg of Garfreld" &øte of ØIorado
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127 E íTH\'TREEItuîLE CA.\A16'Ow7-6ts:('r
ar$
www*zL?s L8dúPr@úWbqtu
fi}giiff":-Li*iltu Map Viewer
I Well Constructed
. Final Pêrmit
L-_j County
Legend
'.1 l:
L-l
5a
f,¿¡¡trl
f
,- .'L' :r '': ,]
Location
Notes
1,169 0 585 1,i69 Feet
t
1: 7,016 ü
This product is for ìnformat¡onal purposes and may not have been prepared for, or be su¡table for legat,
eng¡neering, or suNey¡ng purposes- Users of fhls infomation should review or consult the pr¡mary data and
¡nformation sources to ascefta¡n the usability of the ¡nfomation,
Date Prepared: 612512023 9:38:30 AM
r.
':r ,{,c.ô tM8 CR 110
,
Legend
? 4Tl coRd 112
6qPublic.nef" Garfield (lounty, CO
Account R111984
Number
Parcel 239307400028
Number
Acres 5
Land SqFt 0
TaxArea 011
2019 M¡ll Levy 81.0290
Physical
Address
Owner
Address
448 110 COIJNTY RD
CARBONDALE
TUCKER, LLoYD
448 COUNT'/ ROAD 110
GLENWOOT) SPRINGS CO
81ó01
2019 Total Actual
Value
Overview
Legend
l-l Parcels
Roads
Parcel/Account
Numbers
Owner Name
ffi Lakes&Rivers
- CountyBoundary
Line
$ó81,ó30 Last2Sales
Date Price
4/7/2023 $óó4,ooon/a $
81623
Date qeated:6/26/2023
Last Datâ Uploâded:6/26/2023 2:O7:50 AM
Deve r o oed bv¡f,) *å,ft.¡dçf
6126123,10:55 AM
Garfreld County, CO
Summary
Account
Parcel
Property Address
Legal Description
Acres
Lând SqFt
Tâx Areâ
MíllLevy
Subdivision
Rtt7984
239307400028
448 110 COUNry RD, CARBONDALE, CO 81ó23
Section: TTownship:7 Range: 88 ATR lN LOTS 14 & 15.4.96ó ACRES
4.966
0
17
81.0290
qPublic.net - Garfield County, CO - Property Record Card: R111984
2023
$4s0,000.00
ç231630.00
$ó81,630.00
@p-
Owner
TUCKER, LLOYD
448 COUNTY ROAD 110
GLENWOOD SPRINGS CO 81ó01
Land
Un¡tType SINGLE FAM.RES.-LAND - 1112 (RESIDENTIAL PROPERry)
Squâre Feet 0
Buildings
Building#
Units
BuildirgType
Abstrãct Codes / (Property Type)
Arch¡tectural Style
Stories
Frame
Actual Yeãr Bu¡lt
Gross LivingArea
Total l-leated SqFt
Bedræms
Beths
Heating Fuel
HeatingType
A¡r Cond¡tioning
RoofType
Roof Cwer
Actual Values
Asæssed Year
Land Actual
lmprovement Actual
Total Actuål
1!
SFR
SINGLE FAM.RES-IMPROVEMTS-1212 (RESIDENTIAL PROPERW)
MANUFACTURED-HUD
I
WOOD FRAME
1981
1,5ó3
1,5ó3
3
2
GAS
FORCEDAIR
NONE
GABLE
COMPSHNGL
2022
$225,0OO.00
$212,880.00
$437,880.00
2021
$225,000.00
$212,880.00
$437,880.00
https:üqpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagetD=9447&Q=1549103942&KeyVatue=R111984 1t2
6126123,10:55 AM
Assessed Values
Assessed Year
Lând Assessed
lmprovement Assessed
Total Assessed
Tax History
TaxYear
Taxes Billed
Click here to view the tax information for this oarcel on the Garñeld Countv Treasurer's website.
Transfers
qPublic.net - Garfield County, CO - Property Record Card: R11 1984
2023
$31,280.00
$1ó,100.00
$47,380.m
2022
$2A66.52
2027
$2,497.8O
Recept¡on Number
984868
970r81
433454
433452
402789
40.2786
402785
26089L
Book- Page
828-298
0828-02a9
756-77?
756-778
452-333
202r
$1ó,090.00
$15,220.00
$31,310.00
2079
92,19!.OO
Sale Price
$óó4,000
$o
$o
$44,ooo
$o
$o
$8,000
2022
$1s,ó40.00
$14,800.00
$30,440.00
2020
$2,!71.72
Sale Dâte
4/7/2023
t2/L3/2072
4/6/1992
4/6/1992
5/r8/1988
4/28/ße6
1-r/27/r973
Deed Type
SPECIAL WARRANry DEED
DEATH CERTIFICATE
OPTION
WARRANTYDEED
rÊñJvrrru ñEr uEcu
LETTERS
DEATH CERTIFICATE
WARRANÏYDEED
Property Related Public Documents
Click here to view Propgly-þþþd.eCþ!1g@!tr
No data availableforthe following modules: Photos, Sketches.
The GarÍeld County Assessôr's Ofñce makes every effort to produce the most accurate ¡nformation possible. No wãrranties. expresseC
or implieci are providecj for tìre data herein, its use or interpretation. Daiå ¡s subject to constant change and its accuracy âncl
completeness cannot be guaranteed.
User Privacv Policy I GDPR Privacy Not¡ce
Last Data U ol oad: 6 / 26 /2023. \2:O7 :5O AM
Contact Us Developed by
6)*å'¿t""4çr
hftps://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagetD=9¿147&Q=1549103942&KeyValue=R1.t 1984 2t2
Item #It lo60-2cP
1060 Gallon Two Gompartment
lnflltrator@ Poly Tank
24'AæE88OPENIìIG\
17
1T
o Compliont with CSA ond IAPMO Stondordso PVC risers ovoiloble¡ Secondory sofety screen ovoiloble with PVC riser
r Moximum buriol depth is 48"r Minumum buriol depth is 6"o Tonk is not roted for vehiculor troffic loodlngo Exterior of monhole cover lncludes the followlng
worning: "DANGER Do NoT ENTER: PolsoN
GASES,'
lú'
-*-*
TANK BOTTOM
HALF
Mid-Height Seam
Section
Tank lndudæ lkls
Top
Vlew
TANKTOP
HALF
CONTINUOUS
GASKET
622'TANK
INÍERþR SEAM CLIP
(04)
Section
ALIGNMENT
DOWEL (34)
OUTLET
u.7'
I
View
111
SEAM CLIP
(TYPTCAL)
LIFTING STRAP
(TYPTCAL)
*.7
EXTERIOR
HEIGHT
End
View
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Diggîng Specs lnvert Dimensions Net
Ccpocity
Weight
12' Long x 7' Wide lnlet
47"
Outlet
44"
Length
127"
width
62.2"
Height
54.,7"1094 gol 320 lbs
Iï¡Ûer &
Wa¡bwúr
o SYatems
o Plodud¡
InG. I Senrlæ
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Double Walled PVG Riser & L¡d Options
Poly Lid
(Static load testod to 5000lbs). Skid resisüanoe surfiace. Available ln green. Highest level of UV Probction i¡rÍude'iio lncludes a bam gasket for airtighrt ard
waterti g ht appl ications. lncludee squarc drive scnsws b tlisoulage
unauthorized entsy. lnsulation panels achieve R-10 insdatkm rating
2'of lnsulation
Standard
Orenoo @ DuraFiber* Access Lids (FLD)
N,ot recommended br vehicularffic
2[" and 30'Diamebrc. Solid, resin{nfused fibeplass consûuction. 20,00(Hb brcaking sû€ngrür. Sbndard groen or brovvlt ælors. Available with orwithout ureftane lid gasket. Available with caÉon filüation. 4 etainless sbel f,athead socket cap scr€Ìr,s & hex
keywrencfi. lneulatod lids available - ? or4"
Double Walled PVC Riser
r Available in 24' and 30" Diameterr Gut to lengürr Sold in +/- 2' incremenb. Must be cut betweon ribg
Wat¡r &
IVr¡tewrbr
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InG. ¡ Serulce
(7to) 3056704 ztrFco ru'$7
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Wcb¡lb: wrYw.wþpleætært
Emalft fronüælt@F¡dHDr€castært, PRTCASI,
Residential B¡otube' Effluent Fi lters
Applications
Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube
Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic
tanks and have a lifetime warranty. They prevent liuge solids from leaving
the tank, dramatically improving wastewater qualiry and extending the life
of residential drainfi elds.
4-in. (100-mm) Biotube Efiluent Fiher
4-in. (100-mm) Biotube fr,
(4-in. Biotube cartridge auail-
able separateþ as Insert Filter)
c
il.¡
:tr!
ù¡
ír
ì
f-in. (200-m,n)
Base Inlet Fil,:er
4-i.n (100-mm)
Insert Fiher
*
I
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Orenco:s superior efiluent fihers resist ckging bener than all other brandl Our stan-
dard, full-sized 4-in. (100-mm) Biotube Efiluent Fiber prouides maximum long-term
protection in a complete package, with housing. Our 4-in (100-mm) Biotube Jr., øt
half the size of our standard model, has more f hering capøcity thøn the þll-sized filærs
sold by other manufacturers. For tanþs with existing outle,r tees, the Biotube Insert Fiber
is ideø|. Andfor low-profle tanþs, there?s the Base Inlet filter.
* Covered by patent numbers 5,492,635 ¿nd 4'439'323
To Order
Call your nearest Orenco Systems@, Inc. distributor. For n€arest distribu-
tor, call Orenco at 800-348-9843 or go to www.otenco.com and click on
"Distributor Locator."
APS.FT.l
Rev.3.4 @ 11/10
0renco Systems@, lnc.
Standard Features & Benefits
. Has 5-10 times
more flow area
than other brands,
so lasts many
times longer
between clean-
ings. increasing
homeowner
satisfaction
. lnstalls in min-
utes inside new
or existing tanks;
extendible tee
handle for easy
removal
. Easyto clean by
simply hosing off
whenever the tank
needs pumping
. Removes about
two-thirds of sus-
pended solids, on
average, extending
drainfield life
. Corrosion-proof
construction, to
ensure long life
' Lifetime warranty
0ptional
Features &
Benefits
. Alarm available,to
signal the need for
cleaning
. Flow modulating
discharge orifices
available to limit
flow rate leaving
tank, mit¡gat-
ing surges and
increasing
retention time
. Custom and
commercial sizes
available
Biotube
Filtering
Process
Effluent from the
relatively clear zone
ofthe septic tank,
between the scum
and sludge layers,
horizontally enters
the Biotube Effluent
Filter. Effluent then
enters the annular
space between the
housing and the
Biotubes, utilizing
the Biotubes'entire
surface for filtering,
Panicles larger than
the Biotube's mesh
are prevented from
leaving the tank.
ã--,
**¡ãr
€
OrencoSystems*
lncorporated
Changing the Way the
Worl¿l Does Wa¡ I epaterþ
www.otenco.Gom
Nomenclatures
4-in. Biotube Filter (rand¿rrrl)
FT 04 *-T*
I 0ptior
Blank
M
rs:
::: lrU (/tlliutls
'. flr).,¡ ínodul,ltioÍ p¡ale insia , r
= floâl brarket attache(l
Carlridge heiglìl: 28 and 36" are standar(l
Housing height: 36" and 44" a[) standard
Filter diameter (¡nches)
W = fits Type 3034 oullet p¡pe
S = fits Schedule 40 outlel pipe
Blank = 1/8" filtrationP = 1/16" filtration
Biolube effluent filter series
f-in. Biotube Fiher (base intetmodet)
Ff 0822-14 B
-T*0n.,
A = float bracket
FS = 2" outlet orifice
FSO = 2" outlet orif¡ce and overflorv pl,:
Base inlet model
0ptions:
Blank = no optionslVl = flow modulation plâte installedA - float bracket attached
Cartridge heighl (lnches)
Filter diameter (inches)
Cartridqe heighl; 1 4" slandard
Housing heìght: 22" slandard
Filter diameter (inches)
08=B"
Blank = 1/B" filtrationP = 1/l6" filtration
Biotube effluent filter series
- Als0 avallable with coupling and sleeve as a "kit": FT-OVERFLOWKIT
4-in. Biotubê Jr. (includes cartridge and housing)
FT J ¡!oa ra
W = fils Type 3034 outlet teeS = fils Schedule 40 outlet tee
4-in. Biotube Filter lnseft (cartridge onty)
FT ¡!04 ls -I
Blank = 1/S" filtrationP = 1/16" filtration
Jun¡or series
Biotube etfluent filter series
lnserl
For customized options (e,9,, NC
indicates North Carolina regions)
W = fits Type 3034 outlet tee
S = fits Schedule 40 outlet tee
Carlridge height (inches)
Filter dianreter {inches)
= 1/8" filtration
= 1/l6" filtration
Blank
P
Biotube effluent filter series
Distributed Bv:J
4"in. tsiutube
Effluent Filter
4-in. Biotube Jr
Tank wall
Extendible PVC handle
Stainless steel set screws
Top seal plate
Air vents
Biotube@ filter cartridge
Solid base
Filter housing
Riser
wall
Y
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POLYLOK D|STRIBUTION BOX,
RISER$, AND LID
UD.BOX I & UD,Ëox I
16"
rk,
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D.BOX SEAL
(ErrERYDfl(ÐC8wfÎH
43Er¡.8)
I
I SIDE CUT OUT
TO ACCEPT
POLYLOK SEAL
NO.3001
UD.BOX 12'RIsER
TEAR OUT FOR
4" SDR-35 0R
scHD-40
UD.BOX 6'Rlsl¡R
NOT TO SCALE
ROTO'FLOW4"
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POLYLOGK EQUATIZER.V-NOTCH'WETR
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8E¡l¡VELtl{O
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FfTFORA|If PIFE¡D
1
20'covER FoR R|SER & D,üOX ,voI¡osc/uE
GASKETED SEAL ON
LID & RISER
\l
Wet¡r &
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VALLEYn PREC/ISr,
INFILTRATOR'
water technologies
=Qa¡ipffi,!"'
The Quick4'Plus
Standard Chamber
The Quick4 Plus Standard Chamber
offers maximum strength through
its two center structural columns.
This chamber can be installed in
a 36-inch-wide trench. Like the
original line of Quick4 chambers,
it offers advanced contouring
capability with its Contour Swivel
Connection." which permits turns
up to 1S-degrees, right or left. lt is
also available in four-foot lengths to
provide optimal installation flexibility
The Quick4 Plus All-in-One 12
Endcap, and the Quick4 Periscope
are available with this chamber,
providing increased flexibility in
system configurations.
Maximum Strength
Øf- Ouick4 Plus'* Series
\\'th l\
\
¡.
t\
\,,
n
-r\-\
Ouick4 Plus Standard Ghamber Benefits:
. Two cent,:r structural columns offer increased stability and superior strength
. Advancecl contouring connections
. Latching mechanism allows for quick installation
. Four-foot chamber lengths are easy to handle and install
. Supports wheel loads of 16,000 lbs/axle with 12" of cover
Ouick4 Plus All-in-0ne 12 Endcap
Benefits:
. May be used at the end of chamber
row for ¿rn inlet/outlet or can be
installed mid-trench
. Mid-trenr:h connection feature allows
construction of chamber rows with
center feed, as an alternative to
inletting at the ends of chamber rows
. Center-fepd connection allows for
easy installation of serial distribution
systems
. Pipe connection options include
sides, ends or top
Ouick4 Plus All-in-0ne Periscope
Benefits:
. Allows for raised invert installations
. 180" directional inletting
. 12" raised invert is ideal for serial
applications
Certified by the lnternational
Association of Plumbing
and Mechanical
Officials (IAPMO)
Size
34"Wx53"Lx12"H
(864 mm x 1346 mm x 305 mm)
Etfective Length
48" (1219 mm)
Louver Height
8" (203 mm)
Storage Capacity
47 gat (178 L)
lnvert Helght
0.6" (15 mm),5,3" (135 mm),
8.0" (203 mm\,12.7" (323 mm)
Quick4 Plus Standard Chamber
Specifications
APPROVED in
@
Quick4 Plus" Series -Qa!-çffi,!"'
Ouick4 Plus Standard Ghamber
1z',
34'48"
EFFECTIVE LENGTH
Quick4 Plus All-in-0ne 12 Endcap
0uick4 Plus All-in-0ne Periscope
FRONT VIEW
PRESSL RIZED PIPE DRILL
POINTS LOCATIONS
(2 PLAC:S)
'12.7" il.IVEBT
18"
8" INVÊRT
SIDE VIEW
INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY
(a) The structural integrity of each chamber, endcap and other accessory manufaclured by
lnfiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in
accordance with lnfiltrator's instructions, is warranted to the original purchaser ('Holdêr") against
defective materials and workmanship for one year from the date that the septic permit is issued for
the ssptic system containing the Units; provided, however, thât if a septic permit is not required by
applicable law, the warranty period will begin upon the date that installation of the septic system
commencês. To exercisê its wârranty rights, Holder must notify lnfiltrator in wr¡tìng at its Corporate
H€adquarters in Old Saybrook, Conn€cticut within fifte€n (15) days of the allegsd dofect, lnfiltrator
will supply replacement Un¡ts for Units dstermined by lnf¡ltrator to be covered by this Limitod
Warranly. lnfiltrator's liability specifically excludes the cost of removal and/or installation
of ihe Units.
(b) THE LIMITED WARHANTY AND REMEDIES lN SUBPARAGRAPH (a) ARE EXCLUSIVE.
THERE ARE NO OTHER WARRANTIES WTH RESPECT TO THE UNITS, INCLUDING NO
IMPLIED WAHRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE
(c) This Limited Warranty shall be void if any paft of the chamber system is manufactured by
anyonê other than lnfiltrator, Thê Lìm¡tod Warranty does not extend to incidental, consequential,
special or indirect damagês. lnfiltrator shall not be liable for penalties or liquidated damages,
including loss of production and profits, labor and mâterials, overhead costs, or olher losses or
expenses incurred by the Holder or any thkd party. Specifically excluded from Limited Warranty
coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse,
abuse or neglect of thê Units; the Units being subjected to vehicle traffic or other conditions wh¡ch
are nol permitted by the installation ìnstructions; fa¡lure to maintain the minimum ground covers
set forth ¡n the installation instructions; the placement of improper materials into the system
containing the Unils; failure of the Units or the septic system due to ¡mproper siting or improper
sizing, excessive water usage, improper grease disposal, or improper operation; or any other
event not caused by lnfittrator. This Limited Warranty shall bê void if the Holder fails to comply
with all of the terms set forth in this Limited Warranty. Further, in no event shâll lnf¡ltrator be
responsible for any loss or damage to the Holder, the Units, or any third party resulting from
inslallat¡on or shipment, or from any product liability claims of Holder or any third party. For this
Limit€d Warranty to apply, the Units must be install€d in accordance wilh all site condit¡ons
requhed by state and local codos; all oth€r applicabl€ laws; ând lnfiltratofs installalion instructions.
(d) No representative of lnfiltrator has the âuthority to change or extend this Limited Warranty.
No warranty applies to any party other thân the or¡ginal Holder.
The abovs rêprêsents the Standard Limited Warranty offered by lnfittrator. A l¡mited number of
statês and counties havê different waûanty requirements. Any purchaser of Units should conlact
lnf¡ltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to
obtain a copy of the applicable warranty, and should carefully read that warranty prior to lhe
purchaso of Un¡ts.
QUICK4 PLUS
ALL.IN-ONE
(360. SWTVEL)
l-ul
IN FILTRATOR'
4 Business Park Road
P.O. Box 768
old Saybrook, CT 06475
860-577-7000 . Fã 860-577-7001
1-800-221-4436
watertechnologies wml''infiltratorwaler'com
PolyLok ¡s a trademark ol PolyLok, lnc. TUF-TITE ls a r€glst€red trademark of TUF-TITF, ll¡C, Ultra-Rlb ¡s a trad6mark of IPEX lnc.
@ 2013 lnfiltrator Wator Toohnologies, LLC. All r¡ghts reserued. Prlnted ¡n U.SA. PLUSos 0713
I
Contact lnfiltrator Water Technologies' Technical Services Department for assistance at l-800-221-4436