HomeMy WebLinkAbout01183 M
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
2014 Blake Avenue
Glenwood Springs, Colorado 81601
Phone (303) 945-8241
NO PERMIT FEE - EXISTING SYSTEM
This does not constitute
INDIVIDUAL SEWAGE DISPOSAL PERMIT ,',Al 1183 a building or use permit.
•
Owner John Boggs
System Location 6565 309 Road, Rulison
Licensed Installer
* Conditional Construction approval is hereby granted for a 1.000 gallons o A
XX Septic Tank or Aerated treatment unit. 1, „7�- - `/
bsor tion area p 312 U
jor dispersal areal computed as follows: �� {{ IU�� tt .�. /d,(�ci
ps �
"
Pere rate f on Inch in minutes requires a minimum of sq. ft. of absorption rea er bedroom.
I f '� yF 2 '7 (Z
I , Therefore the no. of bedrooms „ x sq. .minimum requirement = a total of q. . t t. of absorption area.
May we suggest -- ( rK 5 Z 3
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Date Ail G A, / � ! iAz.. Inspector / . k"71•r,t)Ail di L Th Gt.42C. lbt
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.
-
d (---` Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground
surface.
s� Proper materials and assembly.
0 iirtn
Trade name of septic tank or aerated treatment unit. free
I8 �( �j _
Adequate absorption (or dispersal) area. L) - 3
—OK' Adequate compliance with permit requirements.
or
compliance with County and State regulations /requirements.
Other
Date 1 .HnP 1 -1 8z--- Inspecto
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
* CO NDITIONS:
1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to au-
thority granted in 66 -44 -4, CRS 1963, amended 66-3-14, CRS 1963.
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 viola-
tion of a requirement of the permit and cause for both legal action and revocation of the permit.
3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which in-
volves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1,
Petty Offense ($500.00 fine — 6 months in jail or both).
Applicant: Oran Copy D.p.rtm.nt: Pink Copy
•
INDIVIDUAL HOME SEWAGE TREATMENT SYSTEMS APPLICATION PAGE TWO
OWNER `Tf kx »( 6.4:i ;9 s (.-nor 620o
ADDRESS (P SCtS R•x? i2c?( HomeRHONE (JI$ S''.4S
APPLICANT 5rstV lA ,i • elsOYL
ADDRESS C/ PHONE /p5� ' 70
CONTRACTOR e-' g7/ ,< tit Aci
ADDRESS 1 g-3 / jz b— PHONE era - �7 v
IS PERMIT FOR: ( ) New Installation ( ) Alteration ( Repair
Attach separate sheets or report showing entire area with respect to surrounding
areas, topography of area, habitable buildings, location of potable water wells,
soil percolation test holes, soil profiles in test holes.
LOCATION OF PROPOSED FACILITY: County 4.r.r 1 N C
Near what :City or Town rZ / ■Soy..( Lot Size S 42
Legal Description
WASTES TYPE: (x) Dwelling ( ) Transient Use
( ) Commercial or Institutional ( ) Non - domestic Wastes
( ) Other - Describe:
BUILDING OR SERVICE TYPE: Number of Persons
Number of Bedrooms
(L4-Garbage grinder ( Atilitomatic washer ( uishwasher
SOURCE AND TYPE OF WATER SUPPLY: (4.4-well ( ) spring ( ) stream or creek
Give depth of all wells within 180 feet of system:
If supplied by community water, give name of supplier:
GROUND CONDITIONS:
Depth to bedrock:
Depth to first Ground Water Table:
Percent ground slope:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: ! 9 fine
Was an effort made to connect to community system? !-rill ` clm'4
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: �`.�
(!)4 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:
(54, Absorption Trench, Bed or Pit ( ) Evapotranspiration
( ) Underground Dispersal ( ) Sand Filter
( ) Above Ground Dispersal ( ) Wastewater Pond
( ) Other - Describe:
lliiiiilli PAGE THREE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? /1/4
SYSTEM IS DESIGNED FOR GALLONS PER DAY
If the system is to be designed by a Registered Professional Engineer (RPE), state
rate Of absorption in test holes shown on the location map, in minutes per inch
of drop in water level after holes have been soaked for 24 hours:
SOIL PERCOLATION TEST RESULTS:
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 permit is 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 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 ,ate ovided by law.
Date 5 / //,2 / f / s Signed , /Z��S_ /tia_
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY
E a S7' - � coq R L
4/
PAGE FOUR
PLOT PLAN AND DESIGN FEATURES:
Include by measured distance location of wells, springs, potable water supply
lines, cisterns, buildings, property lines, subsoil drains, lake, water course,
stream, dry gulch and show location of proposed system by direction and distance
from dwelling or other fixed reference object, and additional submissions in
support of this application such as data, plans, specifications, statements and
commitments.
e forbect
Vie s
' R '
Tester's _V'tk.J�,
PERCOLATION TEST DATA
� - 7
Address ‘, 4S 5 feks r>PX G
Profile hole ,,,, " .: „Jed)
4
TEST HOLE #1 tit N3
TIME (Min.) Level Drop Level Drop Level Drop
0 r 4 11 at, ei
_
5 I 3 / J�/b / ►i
u u 1 ►1 t S
( 8 3b 3 1 �h
�
3 ►1 ►1
0 7- lG 3/6►► 3 1 / b l ► 3 k' 4
I q 15 S b 524 / ► z ‘ %. % /
20 %° 511- " z.* ?7,"
_ 25 s / ►c 3 % �6 7, 1/ 6 ,► 2 3L!► b ►I
30 /Y
35
40
45
50
55
60
Percolation Rate %; Z minutes per inch.
`ifte - j/A�, 7 / liw
Tester - J,_al__—__
O ra– /_ c PERCOLATION TEEST DATA
Address (0 ; 301 a. 2cSe -M s
i
Profile hole � . ,/ .' _a
TEST HOLE lIl P2 N3
TIME (Min.) Level Drop Level Drop Level Drop
o - -- 434 „ b lh — S "
to S, - 1 i 5. if iv it 7 ��s % 1'
15 4 1 � 6 � 9/ / fo�� s �b 1 )1
(IL-
20 - -- 15 �-� f/h ll 6 J6 11 6 % 3 j6 "
25 1 11 ri n Ii is n N If
30 3 L4/ 11 1 I / 11 X ` Z bit
35 _ 3 1 t t/ U /r �11 i 11 ( & o a� ��
40 l� �f
45
50
55
60
Percolation Rate 21 minutes per inch.