HomeMy WebLinkAboutOriginal OWTS DocumentsO
July 30, 1996
Garfield County Building & Planning
Attn: Don Owens
109 Eighth Street, Third Floor
Glenwood Springs, CO 81601
Re ISDS for Besler Residence
End of County Road 132, Glenwood Springs, CO
HCE File number 96004.20
Dear Don:
This letter is regarding the Individual Sewage Disposal System for the Besler Residence
located at the north end of Mitchell Creek Road. Our recommendations are based meetings
with the owner, Ralph Besler, our site visit and percolation testing.
The percolation testing was performed at a depth of approxirnately l8 inches in an area
southeasterly of the proposed residence. The percolation rate recommended for design was
17 minutes per inch. rJy'e recommend that a standard absorption bed be utilized, and that it
be placed parallel to and adjacent to the east side of the driveway.
We understand that this ISDS would serve a single family residence that currently hâs two
bedrooms, but thc owner wishes to size the system for three bedrooms in case of future
expansion. Therefore, the estimated average wastewater flow would be 450 gallons per day.
The design flow, per regulation, is 1.5 times the avcrage, or 675 gallons per day.
923 Cooper Avenue o Glenwood Springs, CO 81601
Telephone: (970) 945-8676. FAX: (970) 945-2555
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Garfield County
July 30, 1996
Page 2
The required standard absorption area (based on 17 minutes per inch) is 557 square feet.
l-ess 4O7o for using "Infilfrator" units in a bed would give 334 square feet. At 18.75 squ0re
feet per unit, 18 units would be required. The Owqer should consider using traffic raled
Infiltrator units also, since there will possibly be some additional load transferred to them
from the adjacent retaining wall. The minimum size of septic tank required is 1000 gallon,
however, lve focommend that a 1250 gatlon tank be considered. If the tank is to be instålled
in the drivewny, it should be of traffic rated co¡struct¡on.
If you have any questions Or need additional information, please contact us.
Sincerely,
COUNTRY ENGINEERING, INC.
. Beck,E
Engineer
TPB/soe
oc: Ralph Besler
[.¿:f,",#d}|fr.
GARF¡ELD COUNTV BUITDINO AND SANITATION DEPABTiIENT
100 8th Stroet Sultc 303
Glenwood SPrlngl' Colorado tl6Ûl
Phonc (303) 945-8ã2
0041 uR 116 lll., G.s.
psrmrt 21'¿B
Alrsr¡or'r Parccl No.
ThlB does not constituto
a building or uso perm¡t.
928-8972
INDIVIDUAL SETJYAGE DISPOgAL PE RiJIIÏ
PROPERTY
Owner'g Name Ralph & Renae Beglar Prgsent Address
1962 County Road 132¡ Glenwood Sprfnga
Syslem Locat¡on
Legal Descriptlon ot Assos8or's Parcel No.
SYSTET|| DESIGI.I
lø oo Septic Tenk CaPacllY (gallon)
r1rz ¡{e"^'3
Porcolation Rat€ (minut€Yinch)Number ol Bedrooms (or other)
Required Absorptlon Arôe' See Atlåchod
Sp6clål Selbâck Requiremente:
Dât6 ..
-
lnspeotor
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
call for lnspection (24 hours notice) Before covering lnstallation
o l^r l-t CL
hor
System
Seplic Tåñk CaPåcitY
Septic Tank Manufacturer or Trade Namo - ,.. '
Soptic Tank Acc€88 wlthin 8" of surface Yã'
Absorpt¡on Aree 8 PtE(eg G()
Absorpt¡on Area Type and/or Manufacluror or Trade Name ßto o tF F U"lEn Ç
Adoqueto comptience with County and State regulalions/raqu'rome EI
Olher .. ,. 'q À ct- ¡¿Date Inspeclor
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
TCONDITIONS:
1. All lnetsllat¡on musl comply with ail roquifsmsnts ol thr colorado $late Board of Health lndlvldual sewage Diapos¡l systems cheptef
25, Artlcle'10 C.R.S''1973, Revlsed 1984'
2. Thls pormit ls valid only for oonnection to Btrucluree whioh have lully_co.m.pliod wllh county zonlng and bullding requlrements' Con'
nect¡on ro or usãıliÀ-ãniowãll¡ns or gtiuðiriãgîoiapproveo oy tne autloing l* z9![9,9lllce ah¡ll automtlioally bo a vlolâtlon or a
rgqulrsment ol the permil and cauge lor both lsgal aclion and rovocqtlon of lho perm¡|.
3. Anypersonwhooongtructs,ettors,oríngtållsanlnd¡vidualsewscodlsposrl syslomlnamfnnerwhlohlnvolvoËtknowlngandm¡terlal
v¡rte¡on trom the r6rms or epeclticar¡Jni'ffiüñütriíhãìppÌlcatlön oi pårmit commlts a clsss l, Pettv offense ($500.00 line - 6
months ln lô¡l or both).
w.hitô'
^PP'1'1'] " ]:'i; ":ï:ïï--
l
OWNER
ADDRESS
INDIVIDI IAL SE,V/AGE, DISPOSAL SYSTEM APPI,ICATION
PHoNE el> ß *â97.L
ôCONTRACTOR
ADDRESS PHONE
pERMrr REeuEsT FoR p,{ new INSTALLATIoN ( ) ALTERATION ( ) REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area,
habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
r ocATlolloF PÌ.oPosED FACII ITY:
Near what City of
Legal Description or Address
1VASTES T'IIPE:
a
Þ4 DWELLING
O COMMERCIAL OR INDUSTRIAL
() TRANSIENT USE
( ) NON-DOMESTIC WASTES
( ) orHER-DESCRIB tr
BUILDING OR SERVICE TYPE
Number of Bedrooms 3 Number of Persons
( r,fDishwasher
(ø sPRrNc ( ) STREAN{ OR CREEK
L
(l çarVage Grinder Automatic Washer(
SOURCE AND TYPE oF W"ATER-SUPPLY: ( ) WELL
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMLTNTTY SEWER SYSTEM I q rr l¿ C-
Was an effort made to connect to the Community System?
A site Flsn is required to be submitt-ed that indicetes the following MINI-IVIUM distânces:
Leach Field to Well: 100 feet
Septic Tank to r#ell: 50 feet
Leach Field to lrrigation Ditches, Stream or \ilater Course: 50 feet
Septlc System to Property Lines: 10 feet
vOUR,INpTvIDUAL ..qEWAGE DISPOSAL SYSTEM PERMIT TTVILL NQT BE ISSUED
\ryrrHouT A SITE.PLAN,
GROUNp CO-NpIrIONS:
Depth to first Ground V/ater Ta
Percent Ground S
2
?
TYPE OF INDIVIDUAL SE\ryAGE DISPOSAL SYSTEM PROPOSED
vf sEPTIc rAxK
VAULT PRIVY
PIT PRIVY
CHEMICAL TOILET
()
()
()
()
()
()
()
()
()
()
()
()
()
AERATION PLAhIT
COMPOSTTNG TOILET
INCINERATION TOILET
VAULT
RECYCLINC, POTABLE USE
RECYCLING, OT}IER USE
FINAL DISPOSAL BY
UNDERGROUND DISPERSAL
ABOVE GROUND DISPERSAL
(4 ABsoRPTIoN TRENcH, BED oxvrc (NFturÙ*la2\
ttþLT9 /()
()
()
OTHER. DESCRIBE _...
EVAPOTRANSPIRATION
SA}ID FILTER
\ryASTEWATER POND
OTHER.DESCRIBE ..... ... -..
\VILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?
pERCOLAIION TEST.RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does
the Percolation Test)
Minutes---per inch in hole No. 1 Minutes per inch in hole NO. 3
Minutes-per inch in hole No. 2 Minutes- per inch in hole No. -
ilo
Name, address and of RPE who made soil test
I
Name, address and ofRPE responsible for design of the
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and
additional tests and reports as may be required by the local health department to be made and furnished by the
applicant or by the local health department for purposed of the evaluation of the application; and the issuance ofthe
permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations
made, information and reports submitted herewith and required to be submitted by the applicant are or will be
represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the
loäd department of health in evaluating the same for purposes of issuing the permit applied for herein. I further
understand that any falsification or misrepresentation may result in the denial of the application or revocation of any
permit granted based upon said application and in legal action for perjury as provided by law.
-t ?s Dat
TE MAP TO YOUR PROPERTY!!PLEASE DRAW
3