HomeMy WebLinkAbout02921 - GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2921
109 8th Street Suite 303 Assessor's Parcel No.
Glenwood Springs, Colorado 81601
/` Phone (303) 9454212
This does not constitute
INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit.
PROPERTY I
Owner's Name
• 11)40 a e 3 � 6+ a (j 4�aa Phone
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3 vie I' S4n
IN � �ftk 7�1 Present Addr Pe
System Location S (AWN, Rnci a5q Rifle Co. 2 IL5n
Legal Description of Assessor's Parcel No.
■
SYSTEM DESIGN
12 CO Septic Tank Capacity (gallon) Other
it µ 10../ . I _ 3� Percolatiop Rate (minutes /inch) Number of Bedrooms (or other) 4
Required Absorption Area; See Attached
Special Setback Requireme9 0:
Date Inspector S£ Y A K CO
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspedtion (24 hours notice) Before Covering Installation
I • C y CC AVGT rN
System Installer
1 ,
Septic Tank Capacity i S 0 n
Septic Tank Manufacturer or Trade Name
C("Pet A 1 /
Septic Tank Access within 8" of surface YE S . (/`
Absorption Area Z TA &I C H E S \ 1104, S OF lo TACK
Absorption Area Type and /or Manufacturer or Trade Name 4O I f4 $ f L t& A 101'L S
Adequate compliance with County and State regulations/requirements VC .
Other
Date 8 —9 a `'
Inspector a ct 11/4" 0
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
*CONDITIONS:
1. All installation must comply with all requirements of the COJorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S: 1973, Revised 1984. F I
2. Thls permit Is valid only for connection to structures which ave 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 Ina 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 (5500.00 fine — 8
months in )ail or both).
White -APPLICANT Yellow - DEPARTMENT
• 1 „s INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER __._
Y/1E J) F SANDRA k �i=lA1�.II
ADDRESS Xl(o53 Llu., (, f <)t t (al k /(6O PHONE & c9 f5 - 39
CONTRACTOR
ADDRESS PHONE
PERMIT REQUEST FOR ()() 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 R 1 FIE Size of Lot : l A r1PFS
Legal Description or Address
WASTES TYPE: DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES
( ) OTHER - DESCRIBE
BUILDING OR SERVICE TYPE:
Number of Bedrooms 9 Number of Persons 6
( ) Garbage Grinder (X) Automatic Washer (X) Dishwasher
SOI JRCE AND TYPE OF WATER SI JPPLY: OO WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:
Was an effort made to connect to the Community System ? • AS , I • '1 1 1' _111 1 1• ti • U 1l
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 to Property Lines: 10 feet
YOIJR INDIVIDUAL, SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT RE ISSUED
WITHOUT A SITE PLAN,
GROI ND CONDITIONS;
Depth to first Ground Water Table
Percent Ground Slope
2
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
90 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:
9O 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?
pFRCOL.ATION TF,ST REST R 4TS (To be completed by Registered Professional Engineer, if the Engineer does
the Percolation Test)
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 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 � �fL.�.. ✓. iLi Date 7
PLEASE DRAW AN ACC /TE MAP TO YOUR PROPERTY!!
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i SATURATION AND PREPARATION PERCOLATION TEST
DATE: 12/01/97 DATE: 12/02/97
TIME AT START OF SATURATION: 11:30 am WATER IN BORING AFTER 24 HOURS
I YES X NO
PERCOLATION TEST RESULTS
DEPTH TO WATER
HOLE DEPTH TIME AT TIME CHANGE PERCOLA-
NUMBER (INCHES) START OF INTERVAL IN WATER TION RATE
INTERVAL (MINUTES) START OF END OF DEPTH (MIN /INCH)
INTERVAL INTERVAL (INCHES)
(INCHES) (INCHES)
-
P -1 48 10:10 30 7.5 9.5 2.0 15
10:40 30 9.5 10.75 1.25 24
11:10 30 10.75 11.75 1.0 30
11:40 30 4.75 5.75 1.0 30
12:10 30 5.75 6.5 0.75 40
12:40 30 6.5 7.25 0.75 40
' 1:10 30 7.25 8.0 0.75 40
P -2 42 10:15 30 11.75 12.25 0.50 60
10:45 30 12.25 12.75 0.60 60
11:15 30 12.75 14.6 1.75 17
11:45 30 14.5 16.25 1.75 17
12:15 30 16.25 17.75 1.5 20
12:45 30 17.75 19.5 1.75 17
1:15 30 19.5 21.25 1.75 17
P -3 39 10:50 30 13.0 14.75 1.75 17
11:20 30 14.75 16.25 1.5 20
11:50 30 16.25 17.5 1.25 24
12:20 30 17.5 18.75 1.25 24
12:50 30 18.75 19.75 1.25 24
1:20 30 19.75 21.0 1.25 24
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