HomeMy WebLinkAbout03354 INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER RONALD a44.O iip.rtra. SALES
ADDRESS Swry RD, Soo PHONE Pilo) 006 -12
CONTRACTOR SELF
ADDRESS PHONE
PERMIT REQUEST FOR >6 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: /
aPegox IS2o X 1320
Near what City of Town i bAt2E fl1Ektr /MESA Size of Lot aPARisi 44 ACRES
Legal Description or Address SW er du/ /'i, S.a'tiot 55, •renousH/P 7 Sovn , Rah€ /lou/ESr0FTRE Er R m,
WASTES TYPE: DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES
( ) OTHER - DESCRIBE
BUILDING OR SERVICE TYPE: )/F Dw et \i
Number of Bedrooms 3 Number of Persons 2
3 x5 Garbage Grinder ki Automatic Washer Pwo Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: (xl WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: AWRo9C, 5 MILES
Was an effort made to connect to the Community System?
A site plan is required to be submitted that indicates the following MINIMUM distances:
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
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 4122 e 90 Ja' S
2
FROM : ATKINS AND ASSOCIATES, INC. FAX NO. : 970 245 2355 May. 02 2000 11:52AM P3
Ron and Martha Sales Residence
County Road 300
Parachute, Colorado
Percolation Test Results
Date of Test: April 28, 2000
Note: Test holes were filled with water on 4 -27 -00 and soaked.
Test Hole *1 Test Hole *2 Test Hole *3
Time Reading Time Reading Time Reading
(Inches) (Inches) (Inches)
8:44 a.m. 10 3/4" 8:43 a.m. 9 1/2" 8:40 a.m. 6"
8:54 a.m. 10 3/4" 9:51 a.m. 10 1/2" 8:45 a.m. 6 1/2"
9:02 a.m. 10 7/8" 9:01 a.m. 11 1/4" 8:49 a.m. 6 7/8"
9:22 a.m. 11" 9:21 a.m. 12 114" 9:00 a.m. 7 3/4"
9:44 a.m. 11" 9:43 a.m. 13 3/4" 9:20 a.m. 8 3/4"
9:40 a.m. 9 3/4
Pere. Rate Perc. Rate Perc. Rate
240 min./in.• 14 min./in. 16 min.fin.
`Test Hole #1 is located in a clay pocket which is not typical of Test Holes M2 and /t3.
Diagram of Test Holes
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: ATKINS AND ASSOCIATES, INC. FAX NO. : 970 245 2355 Jun. 08 2000 09:33AM P2
ATKINS ANU ASSOCIATES, INC.
518 28 Road, Suite 0105, P.O. Itux 2702
Grand Junction, COlorad0 81502
I'It. (970) 245-6630, FAX (970) 2452355
June 8, 2000
Ron and Martha Sales
CIO Marcel Construction, Inc.
104 South Russey Ct.
Parachute, CO 81635
Re: Sales Residence Project # 00006
County Road 300
Parachute, Colorado
Dear Mr. And Mrs. Sales:
On June 8, 2000, I made a field Inspectbn of the septic system at the above referenced
property. The septic tank and discharge line were Installed in accordance with design.
The septic field was partially completed. The field measured 30' x 40', and the distribution pipe
was installed properly.
K is my opinion that the remainder of the septic bed is ready for completion.
Please call me if you have any questions.
Respectfully yours,
t e t:ejsraeb( f a
Richard L. Atkins, PE -PLS
Pik NM16: 00006.2