HomeMy WebLinkAboutOWTS Inspection Report 07.21.18¡
€4c Inqtalton Fryr+
(t^ l"âr4A lÅ% ,t1ryounl)
CBO lnc.
33 Four Wheel Drive Road
Carbondale, CO 81623
cell) 970-309-5259 office) 97 0-7 04-0484
carla. ostbero@omail. com
July 21,2018
Pam Johnson
Pamiohnson624@gmai l. com
Onsite Wastewater Treatment System (OWTS) lnspection
Cedar Ridge Ranch
3059 CR 103
Pitkin County, Colorado
Pam,
As requested, cBo lnc. performed an onsite Wastewater Treatment System (OWTS) inspection at 3059
CR 103, Carbondale, Colorado on December 29,2017 and conducted a follow-up inspection on June 22,
2018. The subject of the inspection is the owTS serving the barn.
Legal Description: Quarter: SW Section: 12 Township: 7 Range: 88 A TR. BEG. AT THE 1/4 COR
cdvvoN Tb sec. Q & 13, AKA PARCEL A, FIRST AMENDMENT TO SMITH EXEMPTION RCE. #
421786. EXCEPT A TRACT OF LAND CONT. 35.1 AC,+I AS DESCRIBED IN DEED OF TRUST REC. #
694467.
Parcel lD'. 2392-123-00-300
lndividual Sewage Disposal System Permit 1035 was provided by Garfield County Community
Development Dðpartment. Th-e subject OWTS consists of one 1250-gallon, two-compartment Copeland
.on.rui" septic tånk followed by a pipe and gravel soil treatment area (STA) The suggested size was
12,x45' x i,deep or 1B'x 30'i 3'deep; however, the actualsize is notdocumented in the permitting
information. The system was sized to accommodate a 4-bedroom residence. The permit was finalized
on August B, 1981.
Both septic tank lids had been uncovered and risers were added for access from grade. This septic tank
has builtin concrete baffles rather than sanitary tees, so it is not possible to add an effluent filter, which is
typically our recommendation for existing systems. Liquid levels in the septic tank were normal at the
time of our insPection.
We assume the STA is located just north of the septic tank, paralleling the hillside and possibly extending
under the driveway. The size oi tne stn is documented by Garfield County as 540 square feet, with 3-
iáet of gravel below the distribution piping (defined as a "deep gravel" system). We walked the
approximate STA and found no evidence of surface saturation or failure at the time of our inspection.
l'nis evaluation is not a guarantee of future system performance.
A water meter was installed on the water line serving the restroom by Ray's Pumps (specifications
enclosed) to more accurately monitor water usage that will enter the OWTS. We recommend keeping a
minimum of weekly water mete, readings from this meter. lf meter readings exceed 350 GPD, we should
be noti¡ed. As noied in our January lg, ZOIB letter, the OWTS is documented to have capacity to handle
600 GpD, but the change in use warrants monitoring use and condition of the OWTS.
Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS
óased upon what was observed and the Licensed lnspector's experfrse in onsite wastewater techrrclogy.
The tnsþector has not been retained to warrant or guarantee the proper functioning of the system for any
period of time in tlrc fufurc. Becausë of numercus facfors whiclt ntay affect the operation of an OWTS,
as well as the inability of the lnspector to supervrse or monitor the use or maintenance of this OWTS, this
repoft shall not be construed as a warranty by the lnspector that the sysfem will function properly for any
pafticular prospective buyer, and the lnspector disclaims any warranty, either exprcssed or intplied,
arising from the inspection of the OWTS or this report. The evaluation does not asce¡tain the impact the
sysfem is having on groundwater.
Please call with questions
Sincerely,
tr*',[ø- t*ô*E
Carla Ostberg, MPH, REHS
NAWT Certified lnspector
Certification # 110441TC Exp. April 2018
Risers added to manhole lids
(backfilling occurred after photo)
View of lids looking toward barn
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lnlet side of septic tank (baffle not visible)Outlet side of septic tank (view of outlet baffle)
C Garfield County Land Explorer
GørJieId County
Garfield Gounty, Colorado
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-, ''oAnËtELo oouNTY 8ul
IVIDUAL SEWA,GE DiSPOSAL PERMIT
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DEPARÎMÈNT
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srlon (ilrxlmtm)
p1 ri 133 I ;,¡q. lt. ol ¡b¡otptton rror ocr bodroom.'' '. ¡i
roqulromcni. r tor.lof --532-¡q. ft. of rb¡orptlon
,l8r x 30r x 3r daep;
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'gwnor
'' Conditlon¡l Con¡trubtlon.rpprovrl ll har¡by gcntcü for
' --Í. SoptieTr¡kqi -..-*Astrtcd lrott4o4t
Ab¡orprion ¡ror (or,li¡pcrlrl are¡l computcd r¡ Tollottr¡i '
,
P¡rc nte of onc inoh ln ---û'- mlnutc¡ roquirc¡ ¡i:.
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wlthln 12" ol ground ¡ürfæÊ or rtntgd ¡cco$ ports rbovc Aiourtd I
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RUcTtON StlÊ
lndlvidu¡l SewaEe Dlpord 8¡gulrtionr, rdoptod puf¡utnl to
i
doü not
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Pagg Two
0ffice Use
Fees Paid $fg{ft'_
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0wner:
Maiì A ddress:
lN0MDUAL H0l,lE SEHAet TREATME NT SYSTIMS APPLICATION Date 1- >-r/
ç Ì?Z
Cl ty:Zi p:Phone:
II{FORI'IATION REGARDING PROJECT SUBMITTED FOR RTVIEt,J
/tttach separate sheets or report showing entire area with
topography of area, habitable buiìdings, location of potab
tion test hoìes, soil profiles in test holes (see Page 3).
I . Location of Facl I ity: County GARFIELD
LocatÍon Address
Legaì Description
&/or
2. No. of Bedrooms Septic Tank Capacity
respect to surrounding ôreas,le water wells, soiì percola-
Near
Cl ty
Lot Size
trhor 'fo*n e^L"a"A
n Unit Capacitv _ {/A _
-%'Aerati o
3 Source of Domestic l,laler: Publ ic (name):
PrJ va te : I'Jel | .V _ Depth -.- 0the
4
5
ls facility within boundarfes of a city/town or sanitation dlstrict?
Dlstance to nearest sewer system:
Have you attempted to arrahge a connection with the system?
If rejected, what was the reason?
If R.P.E. tested, state rate of absorption in test ho'les shown on the location map, in
minutes per inch of drop in water level after holes have been soaked for 24 hours:
7. Nar¡e, address, ônd te'lephone of R.P.E. who made soil absorption tests:
,/"
6
8. Nanæ, address, and telephone of R¡P.E. responsible for design of the system:
Express permission ls hereby granted for the inspection of the above property by any
member of the Garfield County Bullding & Sanitation Department and/or such persons ts
they nay designate. Any wfthdrawal of this permìssion shall be ln writing and recelpt
acknowledged by the County Buildlng & Sanitation Department.
9
t0.I have been given an opportunfty to read the IndivÍdual Sewa
tions of Garfield County and I hereby agree to comply with a
requi rements i ncluded therein.
geil Disposaì Systems Regula-
tenns, conditions and
Z
9n re
(Tq BE RETURNED T0 BLDG. & sAt{r. -DEPT.) *
(,
Page Three
a
PLEASE DRAI,|AN ACCURATE MAP TO YOUR PROPERTY
rf.
EA BA^)
{-n
3n,/ot
8Z
I O},I THE TIOI{ OF ILDINGS I,¡ATER SUPPLY AND DISTRI.
Itg Ç"* t*Pu*¡r-l
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(Tg BE.RËTURNED T0 BL0G. & SANI. DEPT.)
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CBO lnc.
33 Four Wheel Drive Road
Carbondale, CO 81623
cell) 970-309-5259 office) 97 0-704-0484
carla. ostþerg(cDqmail. com
)'
January 19,2018
Pam Johnson
Pamþhnson624@qmail.com
Onsite Wastewater Treatment System (OWTS) lnspection
Cedar Ridge Ranch
3059 CR 103
Pitkin County, Colorado
Pam,
As requested, CBO lnc. performed an Onsite Wastewater Treatment System (OWTS) inspection at 3059
CR 103, Carbondale, Colorado on December 29,2017 . The subject of the inspection is the OWTS
serving the barn.
Legal Description: Quarter: SW Section: 12 Township: 7 Range: 88 A TR BEli AT THE 1/4 COR
COti¡tr¡Otrt TO SEC. 12 & 13, AKA PARCEL A, FIRST AMENDMENT TO SMITH EXEMPTION RCE. #
421786. EXCEPT A TRACT OF LAND CONT. 35.1 AC.+/- AS DESCRIBED IN DEED OF TRUST REC. #
694467.
Parcel lD: 2392-123-00-300
lndividual Sewage Disposal System Permit 1035 was provided by Garfield County Community
Development Dèpartment. The subject OWTS consists of one 1250-gallon, two-compartment Copeland
concreie septic tank followed by a pipe and gravel soil treatment area (STA). The suggested size was
12' x 45'x i' deep or 18' x 30' x 3' deep; however, the actual size is not documented in the permitting
information. The system was sized to accommodate a 4-bedroom residence. The permit was finalized
on August 8, 1981.
The septic tank is located on the north side of the barn. We did not observe a clean out between the
barn and the septic tank. The inlet side of the septic tank was accessible approximately 6-inches below
grade. The outlet side was buried and had to be uncovered for our inspection. No risers were ever
ãOO"O to this side of the septic tank. Four feet of risers will be added to the outlet side of the septic tank
for access. We were able to verify the built-in concrete baffle on the inlet side of the septic tank. The
outlet baffle will be verified as soon as the lid can be removed.
It appeared that liquid levels in the septic tank were normal at the time of our inspection. We will be able
to verify as $oon as the outlet lid is removed. The septic tank was last pr.rmped by B&R Septic in May of
2014, We will make additional recommendations and complete the inspection once the outlet side
of the septlc tank ie observed.
There are no inspection ports in the STA. The exact location is not known. lf exact location is required
by Garfield County, a camera will need to be utilized to identify the location of the manifold. We assume
the STA is located just north of the septic tank, paralleling the hillside and possibly extending under the
driveway. The size of the STA is documented by Garfield County as 540 square feet, with 3-feet of
gravel U'etow the distribution piping (defined as a "deep gravel" system). We walked the approximate
StR anO found no evidence of surface saturation or failure at fhe time of our inspection.
This evaluation is not a gttarantee of future system performance.
The use of the barn is changing and i 0 ,,creative spaces" are proposed. This^use.wit be similar to that of
an ,,'-hour office employee,,with sizing "rñ"iiu
o,jtlined in Garfield county on-site owrs Regulations'
effective June 30, 2014-
Additionary, smat catered events are proposed. Food.wiil be catered and all food preparation and ware
washing wiil take pr""" ãn_"¡te. smail "uåntrãr"
anticipated to accommodate up to 20 peopre. There is
no comparaule clasJinäi¡ãn-orrtrre cnãrt.- we coutb estimate 10 gallon/person/night for the small
catered events. Table 1 below "orp"r"" the size of the existing owrs io sizing requirements for
ó.p"*¿ uses under current OWTS regulations'
20 I 4 OWTS Requlation Calg-ulatigns
î r emPloYees" = 150 GPD
10 óPD x 20 PeoPle = 300 GPD
15OGPD +200GPD=450GPD , ^ rL^)^^-¡:^..-^¡i^^\- 4 n /ninaanrtnravell=
350GPD/0'8gal/sf(assumedsoilTypel)=438SFx1.2(bedconfiguration)x1'0(pipeandgravel)-
525 SF
Table I
2014 owTsExisti
Min. 1000 lonstank1Tank Size
using 0.8 gal/SF (assumed Soil
Type 1 based on documented
percolation rate of 6 MPI)
lnfiltrative area 525 SFlnfiltrative area
using 6 minutes
percolation rate
:540 SF
per inch (MPl)SoilTreatment
Gravity, bed
configuration, PiPe and
gravel
(S+eet of deeP gravel)1
Area
rn summary, the system appears to be sized to accommodate the future r0 "creative spaces" and
catered eventsz to ""ãorniJo"te
up to 20 people under current owrs Regulations' Thís letter does not
address soir anarysis beyond the informatioir-oåcrmented in the Garfield county lsDS Permit as 6 MPI'
we strongly recommend a water meter be installed on the water line entering the barn to more accurately
monitor water usage. As the system *",,irìá to accommodate a 4-bedroòm residence (600 GpD) and
the proposed usage of the barn space wi*r tne 10 "creative spaces" and smat catered events with up to
20 peopre is carcuratáo-åi ãso GpD, theà shourd be additionar capacity in the owrs to accommodate
additional uses'
It is worth noting that the existing owrs is aging and the current condition and location of the srA is
unknown, presumanti ;;;J;;ili;eway lncreãsed use could limit the life of the
'WTS'
I Note: Deep gravelwas allowed reductions under previous regulation. Under current regulation, no reduction
is given for deeP gravel.
z All food preparation ãnO *"t" washing would take place off-site for all catered events
Disclaimer: This inspection is intended only as an evaluation of the present conditian of the Oylrfs
ú¿rsed uputr what was obseryed and the Licensed lnspector's expertise in onsitc wastewator technology,
The lnspector has not been retained to warrant or guarantee the proper functioning of the sysúem for any
period of time in the future. Because of numerous facfors which may affect the operation of an OWTS,
as wellas fho inability of tho lnspector fo supervise or monitor fhe use ar maintanance of thrs OWTS, this
repoñ shall not be construed as a wananty by the lnspector that the sysfem will function propefly for any
particular prcspective buyer, and the lnspector disclaims any wananty, either expressed or implied,
arising from the inspectiott of the OWTS or this reporf. The evaluation does not ascertain the impact the
sysfem is having on groundwater.
Please call with questions.
Sincerely,
(t*,,, [æ t,gfú",n.ç
Carla Ostberg, MPH, REHS
NAWT Certified lnspector
Certification # 11O44ITC Exp. April 2018
lnlet baffle of septic tank