HomeMy WebLinkAbout01712 •
• • GARRIt11.0 COUNTY BUILQlp AND SANITATION DEPARTMENT •
109 8th Street Suite 303
Glenwood Springs, Colorado 81801
•
Phone (303) 945-8212
REPAIR
This does of constitute
INDIVIDUAL SEWAGE DISPOSAL PERMIT 1' °- 1712 abuilding or permit.
Rick Cheney
Owner
System Location
0094 Willow Lane Carbondale •
Licensed Installer Owner _
Conditional Construction approval is hereby granted for a gallon •
Septic Tank or Aerated treatment unit.
Absorption area (or dispersal area) computed as follows:
Perc rate of one inch in # minutes requires a minimum of sq. ft. of absorption area per bedroom.
2
Therefore the no. of bedrooms x sq. ft. minimum requirement = a total of sq. ft. of absorption area.
May we suggest:
Date Inspector
FINAL APPROVAL OF SYSTEM:
No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover•
ing any part.
Septic Tank access for inspection and cleaning within 12 of ground surface or aerated access ports above ground
surface. r �, , • � P (-- SV1 /JVC
Proper materials and assembly. (�,'/7 $ o, - c : -.,'.
• Trade name of septic tank or aerated treatment un,,. _ -
Adequate absorption (or dispersal) area. I "•
•
Adequate compliance with permit requirements.
Adequate cornpliance with County and State reglations /requirements. - •
_ Other
Date / /- /e-/ __ S 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. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall
automatically be a violation of 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 specif ications contained in the application of permit commitsa Class I, Petty Offense
($500.00 fine — 8 months In (all or both.).
Applicant: Green Copy Department: Pink Copy
Application
INDI IDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by
OWNER �(��' a �j County Official:
O
ADDRESS h &), ' o �me, PHONE 7/r/ /r
CONTRACTOR own e_r
ADDRESS PHONE
PERMIT REQUEST FOR: ( ) New Installation ( I- j (✓) 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 age 4 )
LOCATION OF PROPOSED FACILITY: county —�/,J r- b' e r(jf
Near what City of Towne /a � Lot Size Z •S f etc
Legal Description
WASTES TYPE: ( ✓l Dwelling ( ) Transient Use
( ) Commercial or Institutional ( ) Non- domestic Wastes
( ) Other - Describe
BUILDING OR SERVICE TYPE: pQ ('S loci! nc -L
Number of bedrooms o? Number of persons 1
( ) Garbage grinder ()c') Automatic washer ( weeler Nvn c_
SOURCE AND TYPE OF WATER SUPPLY: (X) well ( ) spring ( ) stream or creek
Give depth of all wells within 180 feet of system: , . Cr e Ont • r.rs 7D/c s
If supplied by community water, give name or supplier: d
GROUND CONDITIONS:
Depth to bedrock: c), /Cr/ ow en
Depth to first Ground Water Table: ,'e Eit'.�n�e —
Percent ground slope: /c /A.7"
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: a rvii
Was an effort made to connect to community system? N
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(X) 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: Ctt / y/ 1 n.. e F be s►
WILL EFFLUENT BE DISCHARGED DIRECTLY I NTO WATERS OF THE STATE? N
Page 2
SOIL PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer.)
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:
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
purposes of the evaluation of the application; and the issuance of the permfti.s'subject to
such terms and conditions as deemed necessary to insure compliance with rules and regulations
adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies
that all statements 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 under-
stand 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 per-
jury as provided by law. ,
Date zt t. -6t4_/ / c , l Signed Oj /i,L4,4 .L�� ..
PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY /
Page 3
L -K
DESIGN FOR AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM
PREPARED FOR RICK CHENEY
PREPARED BY HIGH COUNTRY ENGINEERING, INC.
JOB NUMBER 9062.001
iASIS
( 20630 "i4
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118 W. 6th Street • Suite 205 • Glenwood Springs, CO 81601
Telephone 303 - 945 -8676
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POP VIEW at time of delivery to help
our deliver, or we will send
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Thank You
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Model D.2 1000 Water Cistern Compressive Strength 4,000 P.S.I.
Concrete bottom rade walls rein arced with 6-6 10-10 mesh plus 4-3/8 rebar in
'"M� bottom. Top reinforced with 6-6 6-6 mesh & 6-3/8 rebar.
Digging Specs: 6' 8" wide x 9 6" long. From outside bottom to the center
of inlet hole 4' 1 ". Side inlet & outlet 1 from end.
. COPELIND COMPETE, INC. •
`!y' 28803 US Hwy 6 title. CO 8165.0 Phones 625 -1112
Drawing cage 37
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DOSING TANK ARRANGEMENT
(NOT TO SCALE)
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