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This does not constitute
a building or use permit.
GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
2014 Blake Avenue
Glenwood Springs, Colorado 81601
1"88 OHLY - R.P.B. PSRC r
INDIVIDUAL SEWAGE DISPOSAL PERMIT N9 425
Owner William Haley (Property transferred to Dr. Witffam Rnl#arhapm)
System Location Wear Rulison -
Licenseci„Contractor
` .
* Conditional Construction approval is hereby granted for a 1/300 gallon (-rte .S/4n /IISP GL¢ ,p g, gip
X Septic Tank or Aerated treatment unit.
Absorption area (or diapersal area) computed as follows: ii
Perc rate of one inch in 47 minutes requires a minimum of 30 sq. ft. of absorption area per bedroom.
Therefore the no. of bedrooms 2 x _SOIL sq. ft minimum requirement = a total of 6nO sq. ft. of absorption area. i 'r
May we suggest Plans of Registered P.rofessLonal Engineer approved as t d. r
Date .rurtn 22, 1977 Inspector ;:i7.7 FINAL APPROVAL OF SYS M: f�� a , et) a ns 1 NI';
No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved p ribr to cover., ing any part. l''
�'//
�./`�r/ Septic Tank cleanout to within 12" of final grade or aerated access ports above grade.
___12,4________ Proper Materials and assembly. i,
4 /1/4.>au1) Trade name of ror aerated treatment unit.
0/G Adequate absorption (or dispersal) area.
0/ Adequate compliance with permit requirements.
i, /�
E Adequate compliance with County and State regulations /requirements.
,t
Other w
Date (.t%CG j . 7,/,77 Inspector '/ _ _ �!�.
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
'°} `CONDITIONS:
I 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 111, 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.
® Building Official — Permit White Copy Applicant — Green Copy Dept. — Pink Copy
. a as - aaaaa- --'- ----"" '-' san .________ ....- ._.. A_.S_•_5 --
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Jude 22, 1977
William V. Holderbaum, D.D.S.
P. O. Box 1510
Rifle, Colorado 81650
Dear Dr. Holderbaum:
Please find attached your Individual Sewage Disposal Systems Permit with
the percolation test results conducted by William Holey, P.E., along with copies
of the Application and his letter.
Please call us when you are ready for the final, prdpr to backfilling.
Sincerely,
ENVIRONMENTAL HEALTH DEPARTMENT
Toni L. Sherwood (Mrs.)
Office Manager
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•
, COLORADO DEPARTiIENT OF HEALTH "w as ��72e �z ��
• Water Pollution Control Division ( -�
121Q East 11th Avenue - --
Denver, Colorado 80220 �t����_ ,ieD(JL`�
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NOTIFICATION OF PROPOSED DISCHARGE TO WATERS OF THE STATE* � �
INDLVIDUAL H011E SEWAGE TREATMENT SYSTEM** eJ - �S" - 2
•
Owner: William Heley
Mall Address: P.O. Box 191 CityGrand Valley Zip 81635 Phone 285 - 7694
A. INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW:
Attach separate sheets or report showing entire area with respect to surrounding
areas, topography el area, habi ... L:.i Iti,::ys, iccat:on of potable water wells,
soil percolation test holes, soil profiles in test holes.
1. Location of facility: County Garfield .City or town Near Rulison
Legal description NEt NE* Section 31, TS 6S, Lot size 40 Acres (90 Acres TotalFarm)
Range qq4 W steic t
of 6 PM
2. No._of bedrooms R y sep tank capacity 70008 Aeretion unit capacity_
3. Source of domestic water: Public (name): _
Variable with
Private: Well X Depth 80F Other Depth to first ground water table season 40 -60Ft
4. Is facility within boundaries of a city /town or sanitation district? No
5. Distance to-nearest sewer system: 8 Miles more or less
Have you attempted to arrange a connection with the system? No
If rejected, what was the reason?
6. 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 47 minutes per inch
7. Name, address, and telephone of person who made soil absorption tests:
' William Heley, P.E. 12364 P.O. Box 191', Grand Valley, Co. 285 - 7694
8. Name, address, and telephone of person responsible for design of the system:
William Heley, P.E. 12364 P.O. Box 191, Grand Valley, Colo. 285 -7694
Mav 12. 1975 �� - A
Date •Signature of �',ner
*Required by Article 66- 28- 12(CRS, 1963, 1967 Perm. Sum. Supp.)
* *Required in areas which have been identified as areas in which danger of pcilution
of waters of the State may occur (Art. 66- 28 -8(5), CRS) and /or areas in ei;ich ?hers:
Is no local septic tank ordinance.
•
•
B. SIGNATURES OF LOCAL OFFICIALS: The undersigned have reviewed the notification
described on the front of this sheet and recommend approval or disapproval of
the discharge as shown.below: •
•
Date Approval Disapproval •
Signature for Local Health Department
•
Signature for City /Town Official (Title - )
Signature for County Official (Title
Comments:
•
•
Signature and Title
Note: The Notifier (front of this sheet) must obtain comments and signature of at
least one of the above.
C. FOLLOWING FOR STATE HEALTE DEPARTMENT USE: Recommendations of the District Engineer:
•
•
D. ACTION BY THE COLORADO WATER POLLUTION CONTROL COMMISSION:
U " -72 -2)
•
' PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY ON THIS SHEET OF PAPER -
William and Sandra Heley Property
NE* NEI Sect. 31 T6S R 94 W 6PN
I
4463 III SW
R 15 W. 1 _ -.._ 2 q) (ANVIL POINTS, R 94 W. t qy GLENN OOD SPRING ' 3
— > -- -- 55' 1320000 Fail RIFLE 9 Ml.
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Access to the property is normally across the Colorado River at the
Rulison bridge, then south to 309 Road and East .8mi to a lane, then
North 1300 feet. Since this is not possible due to the bridge closing,
access from the East is across the Rifle bridge and West along the
county roads to 309 road and the lane at about 6400 309 Road.
•
•
May 10, 1975
TO: Garfield County Board of Health
2014 Blake Avenue
Glenwood Springs, Colorado 8 1 6 35
SUBJECT: Design of Individual Home Sewage Treatment System for
William Heley Property near Rulison, Colorado
In accordance with the Garfield County Sewage Disposal Systems Regulations
adopted December 4, 1973, I have prepared the following design for the
individual home system to be installed with your approval at the site
described herein.
The parameters for design have been set as follows:
2 bedroom mobile home with washer,to be installed following receipt of
permits.
To determine the absorbtion capacity of the subsoil system, percolation
tests were performed in accordance with Section 4.3 of the above mentioned
regulations. The soil profile consists of 12 to 16 inches of loamy soil
in the upper profile which abruptly changes to a gray -white zone of
decomposed rock and boulders which underlies the entire alluvial fan
from Cache Creek. I have performed several excavations within 2000 feet
of the site and have encountered the same material. This zone is the
substrata which will be the absorbing layer. It appears to have a percentage
of clay material which inhibits rapid absorbtion and causes a low permeability.
The ground water table at the site appears to be about 70 feet below the
surface in this area as evidenced by two wells drilled into the formation.
A layer of blueish clay exists at this level and acts as an aquitard. Under
this layer, no significant water exists for several hundred feet.
Surface water flow is minimal, except for branches of the Mockingbird
Ditch in the Cache Creek water system. One of these branches crosses
above (South of) the site)about 200 feet. Another crosses about 500 feet
below (North of) the site. A stock pond is located about 550 feet to
the north of the site which stores water year round for livestock use.
The branches of Mockingbird ditch normally flow from May through July
and no other surface flow occurs. Precipitation and snowmelt runoff
are minimal.
Results of the percolation tests averaged 47 minutes per inch of fall
in the water surface, which falls into the category of 300 square feet
of absorbtion area per bedroom as shown in Table IV, Section 5.4C of
the regulations and also the Recommended Minimum Requirements form
attached to the Colorado Department of Health Notification of Proposed
Discharge To Waters of the State Form, obtained at your office.
Garfield County Board of Health
May 10, 1975
Page 2
The system deligned for this application consists of a 1000 gallon
conerete septic tank with two compartments and two seepage beds
totalling 600+ square feet of absorbtion area. The tank exceeds the
750 gallon requirement for a two bedroom dwelling but will require
cleaning less often.
The seepage bed shall be constructed as shown on the attached drawing.
A clean gravel layer 3/4" to 1 -1/2" size will be placed under the
distribution pipe from 6 to 12 inches in depth, more as necessary
to maintain grade for the pipe yet contacting the lower horizon
of material. Distribution pipe will be 4 inch diameter perforated
plastic.
A drawing is attached with the details of the design proposed for
this apblication.
I hereby certify that the information contained herein is accurate
to the best of my knowledge, and the work was done by me or under
my direction and control.
,pm
�.p.�.pM� '•ry William Heley, Ph.
� M
, 1964/1 1 1.
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