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GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
Phone (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Owner's Nam
SPresent Address
System Location CCI ) lJ-^ 'X`9( JLSL
Legal Description of Assessor's Parcel No
SYSTEM DESIGN
Permit
41L5
Assessor's Parcel No.
This does not constitute
a building or use permit.
Phone to 3-9 to
C&cdL__________� _s -
03?31cY3 _06-/-t)D/
Septic Tank Capacity (gallon) Other
Percolation Rate (minutes/inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements:
Date Inspector
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer
Septic Tank Capacity
Septic Tank Manufacturer or Trade Name
Septic Tank Access within 8" of surface
Absorption Area
Absorption Area Type and/or Manufacturer or Trade Name
Adequate compliance with County and State regulations/requirements
Other / [�
Date (!� 7 Inspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
*CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual 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. Con-
nection 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 I, Petty Offense ($500.00 fine — 6
months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
RECEIVE
SEP 1 9 2005
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER_.
ADDRESS (1913b 660GAI e, c) PHONE c7&3'jld
CONTRACTOR IDA -Le µck-(
ADDRESS PHONE `l 476P 6745
PERMIT REQUEST FOR ( ) 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).
LOCATION OF PROPOSED FACILITY:
Near what City of Town C-delc"Q&A4Le Size of Lot 5,.ISAc,
Legal Description or Address t��`[ go (� tp j , -35 - 1 (A-roa pj F
WASTES TYPE: (X DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER —DESCRIBE
BUILDING OR SERVICE TYPE: Rpt Y9c--ni 1-115.,L.
Number of Bedrooms 3 GA t s r 2-tb ge 4D p t5 -D Number of Persons(71 j
( tl'Carbage Grinder •
6_4 -Automatic Washer { dishwasher
SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier: (,fa e&L5cte, 0 , Jt i
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: I -o Actc-e-S
Was an effort made to connect to the Community System? 41.4 tN
A site plan is required to be submitted that indicates the following MINIMUM distances: -to gg
Leach Field to Well: 100 feet 1°R"i o -'
Septic Tank to Well: 50 feet ATMetttl tPRaLlM)•r41
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet PEIL 1 IA'S cLaikt,tS S
Septic System (septic tank & disposal field) to Property Lines: 10 feet PaAm vr. 17 aC.S
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table T f)
Percent Ground Slope 7111
T 0 E006 E96 DG6
2
Post -it' Fax Note
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Phone 44.7 10. 63 ivc.7
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Fax l! 173KJ �"2,4�d
Faxes e, t` 10,53
2utuaeut u3 autjuagwil d.bS=ZO SO 91 GIBS
TYPE OF LNDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
SEPTIC TANK
VAULT PRIVY
PIT PRIVY
CHEMICAL TOILET( )
ISPOSAL BY:
ABSORPTION TRENCH, BED OR PIT
UNDERGROUND DISPERSAL
ABOVE GROUND DISPERSAL
OTHER -DESCRIBE
( ) AERATION PLANT ( ) VAULT
( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE
( ) INCNERATION TOILET ( ) RECYCLING, OTHER USE
OTHER -DESCRIBE
( ) EVAPOTRANSPIRATION
( ) SAND FILTER
( ) WASTEWATER POND
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? Afo
PERCOLATION 'TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the
Percolation Test) t > gE 'Pei -ea -At t'4EjO
Minutes
Minutes
per inch in hole No. 1
per inch in hole No. 2
Minutes
Minutes
per inch in hole Na 3
per inch in hole No. —
Name, address and telephone of RPE who made soil absorption tests:
Name, address and telephone of RPE responsible for design of the system: t* -4 t U k . 4 ti pM
rtimusettApse t<-gc9(N�v441 Q'.gn, 4,31 t eAtIscJOgc.e., LJ gt61-3
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 of the 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 local 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 ii legal action for perjury as provided by law.
Signed 2-c)I2' C LAEAk 614 S Date 'lig( 0
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
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iiiiPO Box 2844
SEflYICE Fax 70.303218-50 6s C081602
Ph 970.618-5033
June 28, 2006
Dave Cardiff Construction
506 Mesa Verde Avenue
Carbondale, Colorado 81623
Installation Observation
Lot 1, Wooden Deer Subdivision
0908 Wooden Deer Road
Garfield County, Colorado
Mr. Cardiff,
Project No. 1177
ALL SERVICE septic, LLC performed an installation observation on June 14, 2006 for the subject
property.
The installation included the existing 1000 -gallon precast concrete septic tank, followed by a 1000 -
gallon two-compartment concrete septic tank with the addition of an effluent filter. The installed
drain field consisted of 2 rows of 13 gravelless `Quick -4' chambers, for a total of 26 chambers, and
257 SF of infiltrative area. A distribution box was installed to distribute effluent.
The existing 1122 SF drain field has been incorporated into the OWS, for a total area of 1379 SF.
The OWS was installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes
are made to the OWS.
Please call with questions.
Sincerely,
ALL SERyICJ septic, LLC
Timothy R. Petz
2 copies sent
Copy sent to Garfield County Building Department
Reviewed By -
RECEIVED
JUL 1 1 2006
GARFIELD COUNTY
BUILDING & PLANNING
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PO Box 2844
Glenwood Springs, CO 81602
Ph 970.618.5033
Fax 30216-2796
May 15, 2006
Enclosed is Septic Engineering for
Lot 1, Wooden Deer Road — 0908 Wooden Deer Road
Contact is Dave Cardiff @ 970-379-4458
Please call Dave with Questions.
RECEIVED
MAY 1 7 2006
GARFIELD COUNTY
BUILDING & PLANNING
opoq
PO Box 2844
Glenwood Springs,C0 81602
Ph 970-618-5033
Fax 303-216-2796
May 8, 2006 Project No. 1177
Dave Cardiff Construction, Inc
Attn: Dave Cardiff
506 Mesa Verde Avenue
Carbondale, Colorado 81623
Onsite Wastewater System Upgrade Design, Existing Residence and Proposed Addition
Lot 1, Wooden Deer Subdivision
0980 Wooden Deer Road
Garfield County, Colorado
Mr. Cardiff,
ALL SERVICE septic, LLC has prepared an onsite wastewater system (OWS) upgrade design for the
subject site. The property is located near Carbondale, in an area where OWS are necessary. This letter
is to be used in conjunction with plans provided.
SITE CONDITIONS
A three-bedroom residence with an OWS exists at the site. The existing OWS consists of a 1000 -
gallon, concrete septic tank and a seepage bed with a total area of 1122 ft2, as recorded in Garfield
County Building and Sanitation Department Septic Permit No. 2418, dated April 25, 1995. The exact
dimensions of the seepage bed or exact locations of the OWS components were not reported in the
permit. A two-bedroom attached addition is proposed for the site. The proposed drain field area has an
approximate 5% slope to the northwest. Water is provided by the local water district.
SUBSURFACE
The percolation rate of 16.3 minutes per inch (MPI) used for this design was obtained from Septic
Permit No. 2418. No subsurface conditions are listed on the permit. Soil conditions common in the area
consist of silty, clayey, sands with colluvial cobbles and boulders. No ground water or bedrock is
expected in the area of the proposed drain field. A test pit may be needed to confirm subsurface
conditions prior to installation of the proposed OWS.
Onsite Wastewater System
Page 2
DESIGN SPECIFICATIONS
The OWS design is based on 5 bedrooms, an average daily sewage load of 750 GPD, and an
application rate of 0.72 gals/SF/day. The septic tank installation includes the existing 1000 -gallon,
concrete septic tank followed by a new 500 -gallon, concrete septic tank with an effluent filter on the
outlet. 1122 ft2 of infiltrative area exists in a seepage bed. A new 12 -foot by 40 -foot seepage bed with
an infiltrative area of 480 ft2 must be installed and incorporated with the existing drain field, as
indicated on plans provided. Total proposed infiltrative area is 1602 ft2. A distribution box must be
used to split flows, with two outlets serving the existing drain field and one outlet serving the
proposed drain field. If chamber -trenches are preferred, 26 'quick-4TM' chambers may be
installed. Construction must be according to the county ISDS regulations, the septic permit provided by
Garfield County Building and Sanitation Depattment, and this design.
OPERATION INFORMATION AND MAINTENANCE
The surface of the drain field should be seeded upon completion. Vegetation is an important factor in
drain field performance. Geo -fabrics or plastics should not be used over the 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 OWS.
Mechanical room drains should not discharge into the OWS. The OWS 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. Septic tank risers should extend to grade. Access to all
tank compat latents and distribution devices is optimal.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS
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
rage $
This evaluation is not a guarantee of future drain field performance. ALL SERVICE septic, LLC
should be notified if changes are made to the OWS or the residence.
Sincerely,
ALL SERVICE septic, LLC
Timothy R. Petz, P.G.
NAWT Certification No. 1060041C
2 copies sent
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PLAN VIEW
STANDARD DRAIN FIELD SPECIFICATIONS
SWALE OR BERM TO DtVERT
SURFACE RUNOFF
4" PVC
EFFLUENT INLET
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~�^~0ASERVAT|ON
PIPES. ONE IN
i2' LATERALS AND
ONE )NGRAVEL.
3" OR 4" PERFORATED
PVC DRAIN PPE
40'
CROSS SECTION
OBS PIPES
(TYP]`.
BERM OR
SWALE
SCARIFY BOTTOM OF
DRAIN FIELD WITH
TEETH OF TRACKHOE
EQUIPMENT
DISPERSAL
GRAVEL
CALCULATIONS
5BEDROOMS @150GAL8/PER/DAYEACH =758GPO
LOADING = 750 x 1,5 = 1125 GALLONS PER DAY (GPD)
APPLICATION RATE =0.72GPD/SF
AREA = (1125) / 0.72 = 1563 SF
EXISTING FIELD =1122GF
PROPOSED FIELD =12'X4[y=4OUGF
TOTAL AREA = 1602 SF
DISPERSAL GRAVEL SHOULD BE 1" TO 2 1/2"
FILTER MATERIAL - EXCAVATED ONSITE OR
IMPORTED SAND FILTER MATERIAL
REVEGETATE DRAIN
FIELD SURFACE
LOT 1, WOODEN DEER SUBDIVISION 0UA0WOODEN DEER ROAD CAA�|�|DCOLORADO
���� --- COUNTY, `,,_,.,,`",
ALL
SERVICE SEPTIC, LLC
970-618-5033
PROJECT NO. 1177