HomeMy WebLinkAbout10.02 OWTS Parcel CCheck
Cash
Money Order
Assessor's Parcel No.
CHARGES
Percolation Test $100.00
(includes final inspection)
Permit Processing Fee $50.00
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2775
Owner's Name Bill & Jayne Wilde
Address at System Location CR 251, Rifle
Amount Paid $150.00
Date Paid May 2, 1997
Cashier So Archuleta
ALL CHECKS ARE TO BE MADE PAYABLE TO GARFIELD COUNTY TREASURER
White - APPLICANT Yellow - DEPARTMENT
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Perrrtit 2 7 7 5
109 8th Street Suite 303 Assessor's Parcel No.
Glenwood Springs, Colorado 81601
Phone (303) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
This does not constitute
a building or use permit.
Owner's Name
Bill & Jayne Wilde Present Address 1427 Dogwood, Rifle Phone 625-2385
System Location
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County Road 251, Rifle
Legal Description of Assessor's Parcel No
CZO - L e -- i=f et -G9 (59----1,26)10621 ----> 9 6
SifSTEM DESIGN L c AcC e 1-7fA- ,c C-4-- EC
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Septic Tank Capacity (gallon) Other �`
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8 Percolation Rate (minutes/inch) Number of Bedrooms (or other) 3 �.
Required Absorption Area - See Attached ON [ I C F?)
Special Setback Requirements:
Date 1 – Z 7 Inspector A p' nom -
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer
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Septic Tank Capacity 0 0 L)
Septic Tank Manufacturer or Trade Name
Septic Tank Access within 8" of surface
Absorption Area
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Absorption Area Type and/or Manufacturer or Trade Name i' i' I 1 'f it A- roil- S
Adequate compliance with County and State regulations/requirements
Other
Date Inspector
.fir �– ,� f:�
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 1, Petty Offense ($500.00 fine —6
months in jail or both).
While - APPLICANT Yellow - DEPARTMENT
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GARFIELD COUNTY
BUILDING AND SANITATION DEPARTMENT
109 8th Street, Suite 303
Glenwood Springs, CO 81601
(970) 945-82121(970) 285-7972
PROCEDURE REQUIRED FOR COMPLIANCE WITH THE GARFIELD COUNTY SEWAGE DISPOSAL
REGULATIONS.
Step I; Application
A. Obtain a standard "Individual Sewage Disposal System" application from the Building and Sanitation
Department, 109 8th Street, Suite 303, Glenwood Springs, Colorado 81601, 970-945-8212 or 625-
5571.
B. Return completed application, map to property, site plan and diagram of site to the Building and
Sanitation Department (Pages 2 and 3) and building plans. INDIVIDUAL SEWAGE DISPOSAL
SYSTEM PERMITS WILL NOT BR ISSUED WITHOUT AN APPROVED BUILDING
PERMIT.
C. Make check or money order payable to "Garfield County Treasurer" (The cost for the permit fee and
percolation test is $150.00 or if a Registered Professional Engineer does the percolation test, the cost
is 850.00 permit fee). FEES ARE NOT REFUNDABLE.
D. Your Individual Sewage Disposal Permit will be issued along with your building permit provided no
prohibitive problems are encountered.
Step II: Percolation Tests -SEE DETAILED INSTRUCTIONS ON PAGE 6
A Prepare three (3) percolation holes 4 feet deep, 8 to 12 inches in diameter, and 20 feet apart in the
area of the proposed leach field area (Instructions for post hole or back hoe holes are on page 4).
B. Fill percolation holes with water once for the required eight (8) hour soaking period.
C. Request percolation test by Sanitarian. (To avoid construction delay, we suggest arrangements for
percolation test be made at least 24 hours prior to the end of the soaking period). Please have at
least five (5) gallons of water for each hole available at the site for the percolation test.
! ! ! !IMPORTANT! ! ! ! Please be advised that if the Sanitarian's initial field visit to your property reveals any unusual
difficulties such as high water table, excessive percolation rates, bedrock, etc., the services of
a Colorado Registered Professional Engineer and/or Board of Health approval will be
required.
Step III: Final Inspection
A. When all components are in place, connected and ready to cover, request a final inspection by the
Sanitarian.
B. DO NOT backfill any part of the system prior to the inspection.
C. The initial fee covers the percolation test and one inspection before cover up. Any additional
percolation tests will be charged at $100.00 each and additional inspections will be charges at $42.00
each.
D. Upon final approval, carefully cover the entire system.
I
Designate North Arrow
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County Road (Note the Road Number and Name)
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PERCOLATION TESTS
The successful operation of your septic system depends on the rate the soil in which your leach field will be installed
will accept water. THIS IS CRITICAL, The rate of absorption is called the percolation rate and it determines the
size of the leach field needed for a particular flow of sewage and in some cases even determines the feasibility of the
installation of a septic tank and leach field system. AN EIGHT (8-) FOOT PROFILE HOLE IN THE LEACH
FIELD AREA IS REQUIRED IN THE STATE OF COLORADO TO DETERMINE THE PROXIMITY OF
GRQUND WATER AND BEDROCK, In some cases, the profile hole may be waived but only by specific approval
of the Environmental Health Department. PERCOLATION TEST MUST BE DONE AT THE GROUND DEPTH
WHERE ABSORPTION WILL TAKE PLACE. STANDARD SEEPAGE BEDS (LEACH Ftl-.LDS) ARE
INSTALLED THREE FEET DEEP, SO THE PERCOLATION HOLES ARE DUG FOUR FEET DEEP, AT
LEAST 20 FEET APART, IN A TRIANGLE SHAPE. THE PERCOLATION TEST IS DONE IN THE
BOTTOM ONE (1) FOOT OF THE HOLE.
LACK HOF IIOLF,
3
A post hole digger, auger or back hoe can be used to dig the percolation test holes. If a back hoe is used, dig the
back hoe hole three (3) feet deep, with a bite for steps, and put a test hole one (1) foot deep and 8 to 12 inches in
diameter in the bottom. Installation of absorption areas (i.e. drywells) deeper than three (3) feet require the
permission of the Environmental Health Department.
Saturation with water will affect the percolation rate, and since the system will be expected to operate when the soil
is saturated with water, THE HOLES MUST BE FILLED WITH WATER AT LEAST EIGHT (8) HOURS
BEFORE THE TEST AND ALLOWED TO STAND. More water will be needed to perform the percolation test,
so AT LEAST FIVE (5) GALLONS OF WATER PER HOLE SHOULD BE ON HAND WHEN THE TEST IS
PERFORMED.
(FOR APPLICANT'S INFORMATION)
4
PERCOLATION TESTS FOR DRY WELLS (SEEPAGE PITS) ARE PERFORMED AT THE LEVEL
OF THE BOTTOM OF THE PIT (USUALLY 10 FEET).
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If you call for a percolation test or inspection and for some reason are not ready when the time comes,
please call us before 5:00 p.m. at 945-8212 or 625-5571 to cancel the appointment.
THANK YOU FOR YOUR COOPERATION.
(FOR APPLICANT'S INFORMATION)
5
RECOMMENDED MINIMUM REQUIREMENTS FOR
INDIVIDUAL SEWAGE DISPOSAL SYSTEMS
Before construction is started, the Inspector must be contacted for approval and detailed information concerning the
proposed disposal system. Higher standards than those which follow may be required in individual cases to assure
attainment of the objective. Those objectives are to locate, construct and maintain individual sewage disposal
systems in such a manner that existing or contemplated water supplies will not become contaminated and so that
sewage will not overflow the ground surface and result in a nuisance or health hazard.
1.
LIQUID CAPACITY OF TANK (GALLONS)
(Provides for use of garbage grinder, automatic clothes washers and other water using household
appliances).
Number of Bedrooms Tank Capacity
Recommended Minimum
2 or less
3 or less
4
For each additional bedroom, add
750 gallons
1,000 gallons
1,250 gallons
250 gallons
2. MINIMUM LEACHING AREA OF DISPOSAL FIELD ABSORPTION AREA REQUIREMENTS FOR
INDIVIDUAL RESIDENCES
Percolation Rate
(time required for
water to fall one
inch, in minutes)
*1 or less
*2
*3
*4
*5
Required Absorption
Area, in sq. ft.
per bedroom
(b) standard trench
(c) seepage beds &
(d) seepage pits
Percolation Rate Required Absorption
(time required for Area, in sq. ft.
water to fall one per bedroom
inch, in minutes) (b) standard trench
(c) seepage beds &
(d) seepage pits
10...
15
30(e) .
45(e)..
60 (e), (f)
*(See Below)
228
279
395
483
558
*Percolation rates faster than five (5) minutes per inch or slower than sixty (60) minutes per inch require
engineered system and/or Board of Health approval.
(a)
(b)
It is desirable to provide sufficient land area for entire new absorption system if needed in future.
In every case, sufficient land area should be provided for the number of bedrooms (minimum of 2) that can
reasonably be anticipated, including the unfinished space available for conversion as additional bedrooms.
6
Absorption area is figured as trench -bottom area and includes a statistical allowance for vertical side wall area.
(c) Absorption area for seepage pits is figured as effective side wall area beneath the inlet.
(d) Unsuitable for seepage pits if over thirty.
(e, f) Unsuitable for absorption system if over sixty.
Dwelling on less than two acres, areas of high water tables, or areas with a percolation test rate faster than l " in 5
minutes must have alternative sewage facilities, i.e., central collection, holding tanks, individual treatment, etc.
EXCEPTION: Absorption areas may be allowed with percolation rates faster than one (1) inch in five (5) minutes
provided the soil is a sandy texture and no water table problems are encountered.
1. Maximum length of drainage line: 100 linear feet
2. Minimum width of drainage trench: 18 inches
3. Minimum spacing between trenches or pipes: 6 feet
4. Maximum grade of drainage lines: As level as possible
5. Minimum depth rock under drain PVC: 6" under PVC, 2" over PVC
6. Minimum depth of cover over distribution lines: 12 inches
7. Maximum depth of cover over distribution lines: Variable
8. Minimum grade of house sewer: 1/8 to 1/4" per linear ft.
9. Minimum distance of sewage disposal system
from dwelling: 10 feet
10. Minimum distance of leaching area to a well: 100 feet
11. Minimum distance of septic tank to a well: 50 feet
12. Minimum distance of leaching area to a stream
or water course: 50 feet
13. Minimum distance from septic tank and disposal
field to property lines: 25 feet for drywell
10 feet for leach field
14. Minimum sewer pipe and distribution pipe: 4 inch diameter
Septic construction should be of concrete, concrete block or of a material that will resist deterioration and which
can be made reasonable watertight
Acceptable drain field pipe materials include plastic; terra cotta or concrete. If the house sewerline is longer than 10
feet between house and septic tank, a clean-out Y should be installed as near as practical to the house.
Septic tanks should be inspected once a year and cleaned when necessary. Cleaning is recommended when space
between the scum accumulation and sludge residue on the tank bottom is less than eighteen (18) inches.
The Department recommends pumping a septic tank once every four (4) years when a yearly inspection by the
owner is not practical.
7
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TYPE OF SYSTEM TO BE CONSTRUCTED
(1 1/2" to 2 1/2" Clean Gravel Required Unless Otherwise Approved)
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