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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
6? -1063
Permit 4 3 6 5
Assessor's Parcel No.
PROPERTY {mn►� �/� `, p1 ,1 ` (eo (�r6ne
Owner's Name etC V O. 1 , (-Wi tt� r,P�resent Address ? b\ t N- age i - l-\t.x�e te.
System Location k.MUC tU Istrte-ocic .e
Legal Description of Assessor's Parcel No LC* 01 I'S.3-$54 oo _
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
Percolation Rate (minutes/inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements:
Date
S /aof
C,[ le:Ste/$ 2 ' anoa 7 a0c'7
Inspector et.:1M2
This does not constitute
a building or use permit.
Phone CiO 3-LI"V`1
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
CaII 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
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
Jul 31 2007 5:27PM
Northway Construction 970 963 4419 p.2
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER 6,Litil t S vv..*y1/4J
ADDRESS_ j ZO t 1'E cy i r, tifeetwo ALE. /,W
CONTRACTOR »otteapkt Lo 5jThruck
ADDRESS 5et Lowey, or(Jttow bcv _, to J162'Z
•
PHONE 963 EN09
PHONE 970 963 ir4'/O
PERMIT REQUEST FOR ttr.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 a.r b v w 62-a-te- Size of Lot 11 °� 7 A'6 -
Legal Description or Address L4 c(
WASTES TYPE:
LvjUoLa Ir'Ac1 e 41L(3niueA e.1 L h
oc) DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER -DESCRIBE
BUILDING OR SERVICE TYPE: Re 5 i Elf v,-4
Number of Bedrooms
Number of Persons
( ) Garbage Grinder (),-) Automatic Washer (n) Dishwasher
SOURCE AND TYPE OF. WATER SUPPLY: (.4 -WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:. /3 � lF
Was an effort made to connect to the Community System? A/M
A site . la n is re uired to be submitted that indicates the followin ' MINIMUM distances:
Leach Field to Well: 100 feet /70
Septic Tank to Well: 50 feet /00
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet — 7 S
Septic System (septic tank & disposal field) to Property Lines: 10 feet 0-.0
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WTTIIOUT
A SITE PLAN.
GROUND CONDITIONS:
/
Depth to first Ground Water Table S
Percent Ground Slope V °A,
2
Jul 31 2007 5:27PM
Northway Construction 970 963 4419
P.3
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(-i.c) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET( ) OTHER -DESCRIBE
FINAL DISPOSAL BY:
ABSORPTION TRENCH
ED OR PIT
( ) UNDERGROUND DISPERSAL
( ) ABOVE GROUND DISPERSAL
(>4)-- OTHER -DESCRIBE FA,5 / YU e t 1ted
( ) EVAPOTRANSPIRATION
( ) SAND FILTER
( ) WASTEWATER POND
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the.
Percolation Test) S E'' t' teGeo ' fl{f-144-(acQ i 0 $ t td2A. for 0A- `'�.
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.
Name, address and telephone of RPE who made soil absorption tests: ft 6 -to TecL,
Name, address and telephone of RPE responsible for design of the system: .M 1 efF,-
e vi to Nq W ,t :1 + 5 ED 622'7V 4 '5033
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and
additional tests and reports as maybe 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 pc alit 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 peuuit granted based
upon said application and in legal action for perjury as provided by law.
i
Signed
Date 7 I/ 0 7
PLEAS DRAW AN ACCURA I MAP TO YOUR PROPERTY!!
3
Jul 31 2007 5:27PM Northway Construction
970 963 4419
p.4
Jul 31 2007 5:27PM
Northway Construction 970 963 4419 p.1
E3 Group, Inc
Dba, Northway Construction
General Contractors
To: Jeff Kehr From: Rick Koehler
Fax: 970/384-3470 Pages: Including cover sheet
Phanee 970/945-8212 Date: 7/31/2007
Re: Septic Permit CC: File
X Urgent x For Review 0 Please Comment X Please Reply 0 Please Recycle
Jeff,
Attached find the requested septic permit application.
The soils report and percolation test are attached to the building permit set of plans.
Please call with any questions.
Thank you,
Rick
ECETVED
AUG 0 1 2007
GARF fELD COUNTY
BUILDING & PLANNING
E3 Group, Inc
General Contractors
0394 Black Bear Trail, Carbondale, CO 81623
970/963-4418 phone 970/963-4419 fax
P08ox2844
Glenwood Springs,C081602
Ph 970-618-5033
Fax 303-216-2796
January 16, 2008
E3 Group, Attn: Rick Koehler and Jonathan
981 Cowen Drive, Suite D
Carbondale, CO 81623
Installation Observations, Proposed Residence
0254 Willow Lane
Garfield County, Colorado
re -ft Dmahrt
Project No. 1381
JAN 2 5 2008
Mr. Koehler,
ALL SERVICE septic, LLC performed installation observations on October 2nd and November 13th
2007, and January 15th 2008, for the subject property.
On October 2nd we observed the installation of the drain field. The mounded drain field consisted of 6
rows of 16 `Quick -4' chambers placed on imported sand filter material. A concrete distribution box
and a level PVC manifold were installed to distribute effluent.
On November 13th we observed to the installation of a 1500 -gallon, two-compartment concrete septic
tank with a Biotube pump vault.
On January 15th 2008 we observed the working condition of the Biotube pump vault. The pump and
alarm were in place, and working, at the time of our observation. E3 Group should ensure pump is
activated prior to occupancy.
During our observation on January 15th 2008 we observed two conditions needing correction: (a)
freezing conditions in the pumping chamber of the septic tank and (b) a detached splice box. We
recommend the following:
1. Secure the splice box to the wall of the riser. Access to the splice box must be maintained.
2. Insulate the lid and riser (with Blue Board or equivalent) to minimize frost conditions.
NOTE: To allow room for the splice box and insulation, place a `short' 30 -inch riser and lid
on the pumping compartment of the septic tank. Remove the existing 24 -inch riser. Grade soil
to top of lid. As an alternative to the insulation, a `stock -tank' heater may be placed in
the riser, and activated only during winter conditions.
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.
Installation Observations
January 16, 2008
Project No. 1381
Page 2
LIMITS:
The observations were based on information submitted. If conditions are different from conditions
described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS
construction must be according to the county regulations. The installer should have documented and
demonstrated knowledge of the requirements and regulations of the county in which they are
working
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC
Timothy R. Petz
2 copies sent
Copy sent to Garfield County
Installation Observations
January 16, 2008
Project No. 1381
Page 3
Partially mounded drain field and distribution box
Pro. No. 1381
PO Sox 2844
�., Glenwood Springs,C081602
a Ph 970-618-5033
!Sr Fax 303-216-2796
August 27, 2007 Project No. 1381
Northway Construction
Attn: Rick Koehler
0394 Black Bear Trail
Carbondale, Colorado 81623
Onsite Wastewater System Design
Proposed Residence
0254 Willow Lane
Garfield County, Colorado
Mr. Koehler,
ALL SERVICE septic, LLC has prepared an onsite wastewater system (OWS) design for the subject
residence. The property is located in an area where OWS are necessary. This letter is to be used in
conjunction with plans provided.
SITE CONDITIONS
A three to four-bedroom residence is proposed as indicated on plans provided. The site is currently
vacant. The slope is approximately 5% to the southeast. Vegetation consists of a moderate cover of
native grasses and weeds. Water will be provided to the site by an onsite well as shown on Figure 1.
SUBSURFACE
Subsurface conditions consisted of clayey, silty, sand to 1 foot, underlain by alluvial cobbles in a
silty, sand matrix to the maximum depth observed of 8 feet. Groundwater was observed in an onsite
well at 4.5 feet. An application rate of 0 72 gallons per square foot per day (gal/fl /day) will be used
for this site.
DESIGN SPECIFICATIONS
The OWS design is based on 4 bedrooms, an average sewage load of 600 GPD, and an application
rate of 0.72 gal/ft2/day. A partially -mounded gravelless chamber -bed drain field must be installed.
The bed must consist of six rows of 16 Infiltrator® Quick4TM gravelless chambers for a total of 96
chambers and 883.2 &of infiltrative area, as indicated on plans provided. The installation must
include a 1500 -gallon, two-compartment, concrete septic tank with a Biotube® pump vault in the
second compartment. Tank alternatives may be considered. A level manifold will be used to
OWS Design
Project No. 1381, 8/27/07
Page 2
distribute effluent. Construction must be according to the county ISDS regulations, the septic permit
provided by Garfield County Environmental Health Department, 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. If easements have been encroached upon, it is the homeowner's responsibility to
understand potential issues. We can be contacted for information regarding easements.
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 compartments 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.
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 OWS construction
must be according to the county regulations. Requirements not specified in this report must follow
county regulations. The installer should have documented and demonstrated knowledge of the
requirements and regulations of the county in which they are working.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC Reviewed By:
OWS Design
Project No. 1381, 8/27/07
Page 3
Timothy R. Petz Richard H. Pe
3 copies
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SITE PLAN AND EXISTING CONDITIONS
PROJECT NO. 1381
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DRAIN FIELD DETAILS
DESIGN
4 -BEDROOM RESIDENCE
TOTAL LOADING = q = 600 GALLONS PER DAY
APPLICATION RATE = 0.72 GALS/SF/DAY
CALCULATED AREA = (1.5 X q / 0.72) = 1250 SF
MINIMUM AREA = 1250 SF X 30% REDUCTION = 875 SF
BED SPECIFICATIONS
WIDTH OF BED = 18 FEET = 6 CHAMBERS
LENGTH OF BED = 64 FEET = 16 CHAMBERS
TOTAL NUMBER OF 'QUICK -4' CHAMBERS = 96
TOTAL INFILTRATIVE AREA = 883.2 SF
ONE TOTAL BED
DRAIN FIELD CROSS SECTION - TYP.
OBSERVATION/VENT PIPES
SLOPE FOR DRAINAGE
INFILTRATOR(R)
QUICK4(TM)
CHAMBERS, 3' X 4'
EXTENT OF
EXCAVATION
SCARIFY SURFACE
4' MIN
0.5'
4.5'
ORIGINAL
GRADE
GROUNDWATER
PLAN VIEW - TYP.
2" PUMP LINE FROM TANK
6 -OUTLET CONCRETE DISTRIBUTION BOX WITH BAFFLE OBSERVATION/VENT PIPES
QUICK4.(TM) END CAPS
64'
I' 4"
INFILTRATOR(R)
QUICK4(TM)
CHAMBERS, 3* X 4'
0254 WILLOW LANE
GARFIELD COUNTY, COLORADO
EXTENT OF MOUND
ALL
SERVICE SEPTIC, LLC
970-618-5033
PROJECT NO. 1381
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