HomeMy WebLinkAboutApplication-PermitGARFIELD 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 Nan
System Loca
Legal Description of Assessor's Parcel No
SYSTEM DESIGN
Septic Tank Capacity (gallon)
Percolation Rate (minutes/inch)
Required Absorption Area - See Attached
Special Setback Requirements:
Inspector
Number of Bedrooms (or other)
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System
Septic Tank
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
Other
Permit 4258
Assessor's Parcel No.
,.Cita 3"o.3Y-cD-o10
This does not constitute
a building or use permit.
GAS
6f Inspector (
RETAIN WITH RECEIPT RECORDS AT CONSTR ION 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 compiled 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 Ora
requirement of the permit and cause for both legal action and revocation of the permit.
3. Any person who constructs,alters, orinstallsan individual sewagedisposal system in a mannerwhich lnvolvesa 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
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER /
n -
ADDRESS .�C 1(0 /1 f� il." LL. b-3 L 616701 PHONE
;L
Z
PERMIT REQUEST FOR ( ) NEW INSTALLATION ( ) ALTERATION (f5 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 k f hrr)'7 c
Legal Description or
WASTES TYPE: (91,) DWELLING
c. /
of Lot I,LY�tov\ I ac.
( ) TRANSIENT USE
( ) COMMERCIAL ORINDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER—DESCRIBE
BUILDING OR SERVICE TYPE: tw� -Tali , �r - 4 5 i --f
Number of Bedrooms 3 Number of Persons 4/
( ) Garbage Grinder (4) Automatic Washer V) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier: IaZe,'W c,
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: cc fo,-5 133
Was an effort made to connect to the Community System?
Leach Field to Well:
100 feet
Septic Tank to Well:
50 feet
Leach Field to Irrigation Ditches, Stream or Water Course:
50 feet
Septic System (septic tank & disposal field) to Property Lines:
10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table
Percent Ground Slope
FQ
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
{ ) 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, BED OR PIT ( ) EVAPOTRANSPIRATION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER -DESCRIBE
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)
Minutes per inch in hole No. 1 Minutes
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:
Name, address and telephone of RPE responsible for design of the system:
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 in legal action for perjury as provided by law.
Signed Date
PLEASE DRAW AN A CURATE MAP TO YOUR PROPERTY!!
PO Box 2844
Glenwood Springs, CO 81602
Ph 970-618-5033
fax 303-216-2796
November 10, 2006
Jeff Tuttle
226 Heather Lane
Glenwood Springs, CO 81601
Project No. 1279
Subsurface Evaluation and Upgrade Onsite Wastewater System Design, 3 -Bedroom Residence
2667 Highway 133
Garfield County, Colorado
Mr. Tuttle,
ALL SERVICE septic, LLC evaluated the existing conditions and the soils at the subject property and
prepared an upgrade onsite wastewater system (OWS) design for the subject residence. The property
is located outside of Carbondale Colorado, in an area where OWS are necessary.
SITE CONDITIONS
Two single-family residences and two garages exist at the subject property. A wood frame structure
and a modular home utilize separate OWS. The 3 -bedroom modular home is experiencing OWS
problems, hence the OWS must be upgraded. The existing OWS should be abandoned. The proposed
drain field area is relatively flat, and vegetation consists of a full cover of grasses.
The subsurface was evaluated by observing a slope cut west of the residence. The materials consisted of
clayey, silty sand with gravel and sparse cobbles. A gradation analysis was performed. The upgrade
OWS will be based on an LTAR of 1.2 SF/day. An 8 -foot test pit is required when machinery is
onsite, prior to OWS construction. We must be called to observe the test pit.
DESIGN SPECIFICATIONS
The OWS design is based on 3 -bedrooms and an average sewage load of 450 GPD. The installation
must include a 1000 -gallon, two-compartment, precast concrete septic tank with an effluent filter.
Tank alternatives may be considered. One gravelless chamber bed, using `Quick -4' InfiltratorTm
chambers, must be installed as indicated. The bed must have 6 rows of 7 chambers, for a total of 42
chambers, equaling 415 SF of infiltrative area. A distribution box must be used to distribute effluent.
Construction must be according to the county ISDS regulations, the septic permit provided by Garfield
County, and this design.
Subsurface Evaluation and Upgrade OWS Design
Project No. 1279
11/10/06
Page 2
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. 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. 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.
ALL SERVICE septic, LLC sk:
Tim y RPetz 3 copies
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DESIGN
3 -BEDROOM RESIDENCE
LOADING = q = 450 GALLONS PER DAY
LONG TERM ACCEPTANCE RATE = 1.2 GALS/SF/DAY
CALCULATED AREA = (1.5 X q) / 1.2 GALS/SF/DAY) = 562 SF
PROPOSED AREA = 562 SF X 30% REDUCTION = 394 SF
DRAIN FIELD CROSS SECTION - TYP.
F
4.0' MAX
I //
LIMIT OF EXCAVATION
4" PVC
OBERVATION
GRAVELLESS
'QUICK4'
CHAMBER
(4'x 3') ,
SCARIFY
SURFACE
PLAN VIEW - TYP.
BED SPECIFICATIONS
WIDTH OF BED = 18 FEET= 6 CHAMBERS
LENGTH OF BED =28 FEET = 7 CHAMBERS
TOTAL NUMBER OF'QUICK-4' CHAMBERS =42
TOTAL INFILTRATIVE AREA = 415 SF
ONE TOTAL BED
OBSERVATION PIPE GRAVELLESS CHAMBER'QUICK4'
\ 1
INFILTRATOR(R) QUICK4(TM) CUT SHEET
52"
48"
(EFFECTIVE LENGTH)
@89 129
�`
!s
3 FEE
B'
LEND CAPS
0
?R'
42'QUICK-4' CHAMBERS
PROJECT NO. 1279
3TRIBUTION
BOX WITH BAFFLE AND 4" PVC
HEADERS TO CHAMBER
DRAIN FIELD.
FIGURE 2
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III PO Box 2844
Glenwood Springs,C081602
Ph 970-618.5833
l' iii Fax303-216-2796
December 19, 2006
Jeff Tuttle
226 Heather Lane
Glenwood Springs, CO 81601
RECF,IVED
JAN 0 9 2007
GARHELD COUNTY
BUILDING & PLANNING
Installation Observation, Existing Residence
2667 Highway 133
Garfield County, Colorado
Mr. Tuttle,
Project No. 1279
ALL SERVICE septic, LLC performed an installation observation on December 10, 2006 for the
subject property.
The installation included a 1000 -gallon, two-compartment, concrete septic tank, with an effluent filter
on the outlet. Traffic rated lids and risers were installed. Forty-two `Quick -4' chambers were installed
in a bed configuration. The drain field consisted of 6 rows of 7 gravelless chambers, equaling 415 SF
of infiltrative area. A distribution box was installed to distribute effluent. The existing OWS was
abandoned.
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.
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
Reviewed_,_
��00o HEReF9
r'
36662
Timothy R. Petz
Richard H. Pei
�S��IVAL
2 copies sent
EN�
Copy sent to Garfield County
Y
Chamber Bed
i
Distribution to Chamber Bed
Project No. 1279