HomeMy WebLinkAboutApplication-Permit108 $th Sfreef, Suite #401 Glenu
Office:970-945-8212 Fax
lnspection Line:971
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Building Permit No.o
demo & garage Mbedrooms above & master wing addition
ParcelNo:2391-322-00-033
314 Flying fish Raod, CarbondaleJob Address:
Use of Building:
Locality:
Tom Russell
Owner
Contractor:
Hoffmaster Family Partnership LLLP
173.001,308.42
2,012.95
Fees:$$
$
Total Fees: $ 3,494.32
Plan Check:
Bldg Permit:
Septic:
Other Fees:
,l\\30ÒDateClerk:
GARFIELD COUNTY BUILDTNG PERMIT APPLICATION
108 8Ú'Street, Suite 401, Glenwood Springs, Co 81601
Phone: 97 0-945-8212 I F ax: 97 0-384-3 470 / Inspection Line: 970-3 84-5003
www. garfi eld-county.com
L"?l"LZAory?Parcel No:
Job Address: ZIrl çl ñvL RJ.( o.b"n.\^le- I llZ Sì¡t
3 1¡Subd./ Exemption:Lot No:Block No
Ph
E7t
WK Ph;4 AddressI
Ph:(.l.?-+AIt Ph5Addresst,
_ 72,23 Alt 1-Òs6o3a
No. of Floors z7Sq. Ft. of Building:
'a
Height
6LîeS _tl al¿¡r2
So. Ft. of Lot: rr¡|^J6
8 Use of Building:
9 ornl "l/
Work
l0 Class of W
¡ New ¡ Alteration Addition
Septic:
o
il Garage:
Owners valuation of ork: $t2 Driveway 4-h þ-
NOTICE
. letter of authority, signed by the Owter, must be provided with this Application.
Leqal Access. A Building Pemrit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building lepartnrent.
County Highway/ Road Access or a State Wætewater Discharge Permit.
days afìer commencement
.ERTIFICATI'N
ald specifications and other data submitted by me or on my behalf(submittals), based upon my certifìcation as 10 accuracy.
the subnlittals reviewed by the Building DepaÍtment.
constnlction or use ofthe structure(s) and tàcility(ies), described above, are not in conrpliance with County Regulation(s) or any other applicable larv.
ofCourry Reglrlation(s) or any other applicable law.
limitation my architect designer, engineer and/ or builder.
t HEREBY ACKNOWLEDGE TIIAT I FTAVE READ AND UNDERSTAND TIIE NOTICE & CERTIFTCATION ABOVE:
OWNERS SIGNATURE
AFF USE ONLY
speciar contrtions: Sa4^^.- 1(go/og fÐ. { âS, oo D .¡aOg- fS
Adjusted Valuation:nre,,*,rO Plan Check Fee:
Ä tø4,4,Permit Fee:ún¡zn¡Manu home Fee:__-Misc Fees:
\.-_--
ärri'rr"3+
Fees Paid:
(3o9,<ft-.
Balance Due:
+uØs,q)ã
BP No & Issuc Datc:ll-ltth ISDS No & Issued DateWL\
OCC Group Const Type:Zoning:
ARR\
w
AP
DEPT:s
DATE
PLNG DEPT:
DA
ISDS Fee:
fi ¡74,u
tbacks:
The followins items are required by rfield Counfv for a final Insnection:
1) A final Electrical Inspection from the Colorado State Electical Inspector.
2) Permanent address assigned by Garfield County Building Department and posted at the
structure and where readily visible from access road.
3) A finished roof; a lockable building; completed exterior siding; exterior dooTs and windows
installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent
kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all
necessary plumbing.
4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running
water, non-absorbent floors, walls finished, and privacy door.
5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks
over 30" high must be constructed to all IBC and IRC requirements including guardrails.
6) Outside grading completed so that water slopes away from the building;
7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of
extenuating circumstances., i.e. weather. Under such circumstances A Certificate of
Occupancy may be issued conditionally.
S) A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, and/or State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWBLLING UNTIL A C.O.IS ISSUED.
OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN
ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES
UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance ofa
C.O. for the building identified in the Building Permit.
o
Bappli
GNA DATE
Õ3-
FOR
FEE ESTIMATE
S/F STICK BUILT HOMES
(ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEIYED)
Applicant:
fob Address:
Subd- Lot/block:
9 +k
3r q1.71
æ sr X 74.68=o qFINISHED LIVING SPACE:
UNFINISHED BASEMENT:
CRAWL SPACE:
GARAGE:
O sr X 41.00:
7 LL|T .ç sf X 9.00: ?,0 2 2_ 7 .5
g6'r sr X L8.00:
ñ
UNCOVERED PATIO/DECK:
COVERED PATIO/DECK:
st X12.00: -732.1d
218 .ss2#1 sr X24.oo: t72r.2
TOTAL VALUATION: 281 112,64
á/,og
æ
MISC:
MISC:
THIS SECTION L BE DETERMEND BY GA FIELD COUNTY BUILDING & PLANNING
REVIEW FEE:[:Cð"1\À & ¡ue,rNùu
Y
PERMIT FEE:âùù.c15
TOTAL:ããàt.B+
PERMIT:
SEPTIC=
PERC:
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 40'1 L tr, q ,4
Glenwood Springs, Colorado 81601 Permit t \t L "r
Phone (970) 945-8212 Assessor's Parcel No.
IN DUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Owner's Name Present Phone
System Location
Z
Septic Tank Capacity (gallon)Other
Percolation Rate (minutes/inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements:
Date
FINAL SYSTEM INSPECTION AND APPROVAL (as instailed)
Callfor lnspection (24 hours notice) Before Covering lnstallation
System lnstaller
Septic Tank Manufacturer or Trade Name
Septic Tank Access wíthin B" of surface
Absorption Area
úvre,OO
S
ll
US.
Ytoø
I
)
h
Legal Description of Assessor's Parcel
SYSTEM DESIGN
lnspector
Septic Tank Capacity.
a buildí or use
This does not constitute
it.
Absorption Area Type and/or Manufacturer or Trade Name
Adequate compliance with county and state regulations/requirements
Other
Date lnspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
CONDITIONS:
1' All installation must comply with all requirements of the Colorado State Board of Health lndividual Sewage
Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and
building requirements. Connection to or use with any dwelling or structures not approved by the Building and
Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action
and revocation of the permit.
3' Any person who constructs, alters, or installs an individual sewage disposal system in a manner which
involves a knowing and material variation from the terms or specifications contained in the application of
permit commits a Class 1, Petty Offense ($500.00 fine - 6 months in jait or both).
White - APPLICANT Yellow - DEPARTMENT
GARFIELD COLINTY SEPTIC PERMIT APPLICATION
108 8th Street, suite f,ıfffiÇood Springs, Co 81601
Phone: 970-945-8212 I Fax:970-384-3470 / Inspection Line: 970-384-5003
I Parcel No: (this information is available at the assessors off¡ce 970-945-9134)
Z71l gLZooo3 3
2 Job Address: lif an address has not been assioned. olease provide Cr, Hw ol.Street Name & City) or and legal description9t4 Fl,)rt"t 6sh RJ., ía,.lonJ"/e 8/623
3 o ßl Subd./ Exemption:Lot
QO le
No:
, ?72 -7o?-t?7t
Ph AIt PhMailing Address
' 3t4 F7r,Lo Æ/ f/ f"rL,An
4 owner: (property owner)
l/,#,
^+"
Fo rl, ?e laà l: p ¿ ¿tt
Ph:ll AIt Ph:Mailing Addre6s - t.5
Ph:
170-6I8-5a33
AIt Ph:6 Enoineer:"ú'*t Pefz-Mailino Addressi;ä;'fs'ii ßta,nø/. cô st(oz
7 PERMIT REQUEST FOR:ö New lnstallation ( ) Alteration ( ) Repair
I
I ìOther - Describe
( )Non- Domestic wasles( )Transient Use ( )Commercial or industrialWASTE TYPE P{Dwelling
9
Number of bedrooms
TYPE:
Garbage Grinder (llYes ( )No
l0 ( )sPRrNG ( )STREAM OR CREEK ( )CISTERN
lf supplied by COMMUNITY WATER, give name of
SOURCE & TYPE OF WATER SUPPLY:
ll DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM
Was an effort made to connect to the Community System?
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN
t2 GROUNDCONDITIONS: a at 4 ta a/
Depth to lstGround Water Table Z * h Percent Ground Slope L - I /- /Ò
13 TYPE OF TNDTVTDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED:
þQSepticTank ()AerationPlant ()Vault
( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy( )Other- Describe
( )Composting Toilet
( )Chemical Toilet
( )Vault Privy
( )lncineration Toilet
l4 FINAL DISPOSAL BY:
( )Absorption trench, Bed or Pit
( )Wastewater pond
( )Underground Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ffiand filter
( )Other- Describe
15 Will effluent be discharged directly into waters of the state?( )YES 0{No
16 PERCOLATION TEST RESULT: (to be completed by Registered Professional
Minutes / O per inch in
Minutes 9 per inch in
Engineer, ¡f the Engineer does the Percolation Test)
hoie No.1 Mlnutes----f- per inch in hole No.3
IName, address & telephone of RPE who made soil absorption
Name, address & telephone of RPE responsible for design of the system
inch in No.-
of the application is conditional upon such further mandatory and additional test and reports as may be required by
the applicant or by the local health department for purposed of the evaluation of the applìcation; and the
as deemed necessary to insure compliance with rules and regulations made, informalion and
applicant are or will be represented to be true and correct to the best of my knowledge and belief
be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further
falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application
and are designed to
understand that any
Applicant acknowledges that the completeness
the local health department to be made and furnished by
issuance of the permit is subject to such terms and conditions
reports submitted herewith and required to be submitted by the
-t .4 .nn
and legal action for perjury
tl/DATE
l7
OWNERS SIGNATUREZ )¿
USE ONL
Permit #:Perk Fee:
oÒ \'v:'Permit Fee:Ë)c>
b
Issue Date:Septic Permit #:
Dept:&
ùcù-
DATB
ffiilt
$ilffiryåfril nry
P0 Box 2844
Glenwood Spings, C0 81602
Ph 970.618.5033
Fax 303-216-2796
October 6'h 2008 Project No. 1533
Scot Broughton Architects
C/O TJ Russell
23280 Two Rivers Road
Basalt, co 81621
Subsurface Investigation and Revised Onsite Wastewater System Design, Proposed 5-Bedroom
Remodel
314 Flying Fish Road
Garfield County, Colorado
Scot,
ALL SERVICE septic, LLC performed a subsurface investigation and a revised onsite wastewater
system (OV/S) design for the subject residence. The revision is based on a county request. The
property is located outside of Carbondale, in an area where OWS are necessary.
SITE CONDITIONS
A single-family residence presently exists and is utilizing an OWS. The residence will be remodeled
to a 5-bedroom residence. The existing drain field that will be abandoned. The proposed drain field
area is relatively flat, and vegetation consists of a moderate cover of grasses. There is a small
watercourse to the north of the proposed remodel. Water is provided by the local water district.
SUBSURFACE
The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The
materials encountered in the profile pit consisted of l.5-foot of a clayey root zone, underlain by silty,
sand with scattered cobbles to the maximum depth explored of 3 feet. Ground water is estimated af 3.0
feet beneath current grade. Three percolation holes were dug, as indicated on Figure 1. Percolation rates
ranged from 8 to 10 minutes per inch (MPI). A 9 MPI rate will be used to design the OWS.
DESIGN SPECIFICATIONS
The OV/S design is based on 5-bedrooms and an average sewage load of 750 GPD. The installation
must include a 2000-gallon, two-compartment, precast concrete septic tank with a Biotubert pump
vault. Tank alternatives may be considered.
Fifty gravelless chambers must be placed on a l.0-foot mounded sand filter bed, as indicated on
Figure 1. A 1.5-inch perforated PVC lateral,with%-inch holes on 3.5-foot centers, facing up (the last
hole facing down for drainage) must be suspended within each row of chambers. A l.5-inch PVC
manifold will distribute effluent to the drain field.
Onsite Wastewater Systems
Page2
The pump specifications for the discharge pump are included, and are presented in the pump culve
Construction must be according to the Garfield County Environmental Health Department, OW'S
regulations, the OV/S Construction Permit provided by the county, and this design. This design for the
subject property, noted above, is valid only in conjunction with the approved Garfield County
Environmental Health Department.
OPERATION INFORMATION AND MAINTENANCE
The surface of the drain field should be seeded upon completion. Vegetation is an important factor in
drain field performance. Erosion control should be practiced prior to and during re-vegetation. Geo-
fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or
materials should be placed on backfilled drain field. Livestock should not graze on the drain field.
Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS.
For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and
harm a drain field.
The homeowner should pump the septic tank every two years and clean the effluent filter as needed.
Garbage disposal use should be minimized, and non-biodegradable materials should not be placed
into the OWS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWS. No hazardous wastes should be directed into the OV/S.
Mechanical room drains should not discharge into the OWS. The OV/S is engineered for domestic
waste only.
ADDITIONAL CONSTRUCTION NOTES
If design includes a pump, air release valves and weep holes should be installed to allow pump lines
to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain
field due to the potential to compact soil. Extensions should be placed on all septic tank components
to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be
used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices
is optimal.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OV/S
observation should be performed before backfill, after placement of chambers and distribution pipes.
Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must
also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the
installation.
Onsite Wastewater Systems
Page 3
LIMITS:
The design is based on information submitted. If soil conditions encountered are different from
conditions described in report, ALL SERVICE septic, LLC should be notified. All OV/S construction
must be according to the-county regulations. Requirements not specifred in this report must fo-llow
county regulations. The inst¿lier s-hould have documented and demonstrated knowledge of the
requiiements and regulations of the county in which they are working.
Please call with questions.
Sincerely,
ALL LLC
Timothy R. Petz Richard H.
3 copies
INcôPARTIAL SITE PLA[\ AND PROPOSEDOWSE1" = 30'NORTH2' PUMP LINE INSTALLED AT ADEPTH OF 4 FEET.PUMP LINE MUST BE ENCASEDWITH SCHEDULE 40 PVCW¡THIN 10 FEET OF WATERCOURSE.631?ÕJ166317TO63T5631631?63,631?tiJ loB'{É631763'\4,iì:,c)r0...,.;.:-FIGURE 1PRO NO. 1533oo314 FLYING FISH ROADRUSSELL RESIDENCEGARFIELD COUNTY, COLORADO4'PVCPIPE (2o/oTANK)lljpo0)6.3t7tr-20 P-3ÕóP-1oCONCRETE SEPTIC TANK WITHBIOTUBE PUMP VAULT2OOO-GALLONTWO-COMPARTMENT631 Srùît"ü*EXTENT OF MOUND6363¿0OBSERVATIONDRAIN.LAST HOLE FACINGWITH I.FOOT OFMATERIAL.LATERAL SUSPENDED. THE LATERAL MUST BE 1CHAMBERS WITH50GNOTE:IF SATURATEDMATERIAL ISENCOUNTEREDIN DRAIN FIELDCONSTRUCTIONIT SHOULD BEREMOVED ANDCONCRETESAND PLACEDIN VOIDBED MUST BESAND FILTERIN DIAMETER WITH 1/4-INCH HOLES DRILLED ON3.s-FOOT CENTERS, WITH HOLES FACING UP, AND THEt)ótr'1-s-INCH LEVELPUMP LINEMUST BEINSULATEDWITHIN4-FEETALL SERVICE Septic, LLCPO Box 2844, Glenwood Springs, CO 81602970-61 8-50331¡^*tl'.-ß$lÉßoç{
añ¿Orenco Systems@lncorporaled2000-Gallon, Effluent Pumping System - 2-CompartmentPVC Riser with Grommet(s)(bond to tonk odopter withrecommended odhesive)flFibergloss or concrete riserPVC Splice Box with Cord GripsDischorge Assemblyflexible HoseEffluent Dischorgel/8-linch Weep Hole to droin pump lineLevel ControlFloot AssemblyVoult lnlet PortsOrenco Effluent PumpFilter CortridgeDroin PortBiotube@ Pump Voult814 AIRWAY AVENUESTJÏHERUN, OREGON97479-9012IELEPHONE:(541) 459-4449FACSIMILE:(541) 459-2E64Slope GroundAwoy from Riserïop of Tee totop of tonk lidcome 1" fromlnlet TeeIO 2O-AMP CIRCUITS ARE.QUIRED FOR PUMP,OATS, AND CONÏROL PANELFiberglossStoinlessGosketed LidSteel BoltsPotents # 4,439,323 & 5,492,6J5Foreign Potents Pending@ 2002, Orenco Systems, lnc.vConduit to -.-Control PonelConduit SeolTonk Adopter (cost or bolted)Liquid Level eBoffle WollPort.CIlProject No. 1SJJ
Pump Selection for a Pressurized Systemlnput Parameters,ã_/ã-'tãú€Orifice SizeResidual Head at Last OrificeOrifice SpacingNumber of Laterals per CellLateral LengthLateral Line SizeLateral Pipe Class/ScheduleDistributing Valve ModelManifold LengthManifold Line SizeManifold Pipe Class/ScheduleLift to ManifoldTransport LengthTransport Line SizeTransport Pipe Class/ScheduleDischarge Assembly SizeFlow Meter'Add-on' Friction LossesGalculationsMinimum Flow Rate per OrificeNumber of Orifices per ZoneTotal Actual Flow RateNumber of Lines per Zone% Flow Differential '1st and Last Orif¡ceLift to ManifoldResidual Head at Last OrificeHead Loss in LateralsHead Loss Through Distributing ValveHead Loss in ManifoldHead Loss in Transport PipeHead Loss Through DischargeHead Loss Through Flow Meter'Add-on' Friction LossesTotal Flow RateTDH1t41.03.5540.01.5040None12.01.504015.0300.02.00401.25None0.0inchesfeetfeetfeetinchesfeetinchesfeetfeetinchesinchesinchesfeetgpmgpm0.786047.O53.915.01.00.10.00.410.8l1 .00.00.0100908070oc'jJ-cl þuF!,(E(,rsol¿E6Ëct 406P3020'10Russell ResidencePro No. 153330 40 50Net Discharge, gpmOremSrcüemdlncorporatedfi4ÄNi,ÁIAYA\ÆNUEsrrïÌffiUN,oBEGoN9n4IS)Tot[ffiE{Bmlil&sßIEIPI{ONÉ(54f l4S-{449FACS¡MII.E(54r11flFæ1wt¡vw-orenco.Gomo/ofeetfeetfeetfeetfeetfeetfeetfeetfeet047.0 gpm38.3 feet0Etfluent PumpsPF50 Serieslo 314IPF5007PF50051020607080
2" INLET
FROM PUMP
I.5" MANIFOLD
1.5' PVC SUSPENDED LATERALS
WITH 025" HOLES ON 3.5'CENTERS.
HOLES MUST FACE UP WTH ONE
HOLE PER LATERAL FACING DOVI'N
FOR DRA¡NAGE.
INFILTRATOR(R) OUICK4(TM) CUT SHEET
3l*
4"'PVC
OBERVATION
PIPE
GRAVELLESS
'QU¡CK.4'
ON MOUND
OBSERVAT|ON PIPE
SAND FILTER MATERIAT
CONCRETE SA¡ID (ASTù G33
sAND)
CHAMBER'ENÞPLATE'
SWEEP / 2 WAY CLEANOUT I'ETAILS
(N.T.S) rYPlcAL
rcf GLUE
ffffiGSOE
4
sffitrttE -f
ffiEOVIE { P.VÆ.
EFLUENf UNE-4SC#ruEt0æf ffi
ruAEOffiRlffiER
lÆ MATAE &5TA|@TO
L@E T¡E N M
MIN
c¿
l+8"
1^
cRoss sEcTloN
OF TYPICAL
MOUND
CHAMBER-BED
L¡'rtnr*l
A4'X4'SCOUR PLATE
MUST BE PLACED UNDER
DOWN FACING I{OLETO
PREVENT SCOURING.
THE FILTERING MATERIAL SHALL BE CLEAN
COURSE SAND. ALL PASSINGASCREEN HAVING
FOUR MESHES TOTHE ¡NCH (#4 SIEVE SIZE). THE
SAND SHALL HAVE AN EFFECTIVE SIZE BETWEEN
0.25 AND 0.6 mm. THE UNIFORMITY COEFFICIENT
SHALL BE 4.0 OR LESS.
SAND SHOULD BE AFPROVED BY ENGINEER.
COMPACTION OFSAND:
TO REDUCE DIFFERENTAL
SETTLEMENT, THÉ SAND FILTER
MATERIAL SI-IOULD BE
HYÐRO-COMPACTED PRIOR TO
PLACEMENT OF CHAMBERS.
LOADING
MAIN RESIDENCE. 5 BEDROOMS
PERSONS PER BEDROOM =2
GALLONS PER PERSON =75
LOADING = (4 beds x 2 percons x 75 gpd) = 750 GPD
TOTAL LOADING = q= |I2IGALLONS PER DAY
DESIGN CALCULATIONS
TOTAL AVERAGE LOADING = q = 750 GPD
PERCOLATION FùATE = t = 9 MINUTES PER INCH
CALCULATED AREA = (((1.5 X q) X sqrtt) / 5) = 675 Sr
REDUCTION OF 3OO/O FOR CHAMBER-BED
TOTAL AREA = 675 X 30olo REDUCTION = 473 3F REQUIRED
PROPOSED DRAIN FIELD
WDTH OF CHAMBER.BED = 15 FEET = 5 CHAMBERS
LENGTH OF CHAMBER-BED = 40 FEET = 10 CHAMBERS
TOTAL NUMBER OF CHAMBERS = 50
PROPOSED NEW INFILTRATIVE AREA = 494 SF PROPOSED
BED MTJST BE
LEVEL
SLOPE 3 TO 1
TOPSOIL
SCARIFY
SURFACE
6" OF TOPSOILTO
BE REMOVEDAND
PLACED ON TOP
OF MOUND TO
PROMOTE
RE-VEGETATION
GROUND WATER EST¡MATED ENCOUNTERED AT 3.0 FEET
.:.:...1.., d'.' :. t'.i:!:r
t..il .i...:,:.t,t'.:
FILL
514 FLYING FISH ROAD
RUSSELL RESIDENCE
Pno.ncr No. 1555
l0/0ól08OWS DETAILSALL SERVICE septic, LLC
t\ gt]^ zhla
6l:\/'r00f S'B NCS, CO Bló02
970 ót8 503i
GARFIELD COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1533
PROFILE PIT Date of Test: 910312008
0 - 1.5" Root Zone, Sandy Clay, Brown
1.5"-3.0' Sand with Gravel and Cobbles, Dense, Moist, Red/Brown
Groundwater will be estimated at 3-feet
No Bedrock was Encountered
Hole
No.
Hole
Depth (in.)
lnterval
(min,)
Measurement at
Start of lnterval
(in.)
Measurement at
End of lnterval
(in )
Change (in.)Percolation Rate
(min./in.)MPl
119 10
10
10
10
10
10
1.75
3.00
4.25
2.00
3.00
4.00
3.00
4.25
6.00
3.00
4.00
5.00
1.25
1.25
1.75
1.00
1.00
1.00
fiil
10
220 10
10
10
10
10
10
2.25
3.75
5.00
3.50
4.75
6.25
3.75
5.00
8.00
4.75
6.25
7.50
1.50
1.25
3.00
1.25
1.50
1.25
fiil
8
320 10
10
10
10
10
10
4.25
6.00
3.25
5.00
6.50
7.75
6.00
8.00
5,00
6.50
7.75
9.00
1.75
2.00
1.75
1.50
1.25
1.25
fiil
8
AVG = I MPI