HomeMy WebLinkAbout00171 f
I l' GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
2014 I3lake Avenue
Glenwood Springs, Colorado 81601
FEE ONLY PERMIT # S i► (this does not constitute
a building or use permit)
Owner Ilnlnn 011 Cmmnany of California
System Location Near (Grand Va1
Licensed Contractor Dodson Fndlnn red PrAdyrts rpc_
* Conditional Construction approval is hereby granted for a /00 0 gallon
Septic Tank or ,�" Aerated treatment unit.
Absorption area (or dispersal area) computed as follows:
Pere rate 9 inches in minutes sq. ft.
absorption area per bedroom
s
N of bedrooms x sq. ft. mini 4m requirement
May we suggest '`41n6 f'e" ofa to ao_ -44
Date � J// /1 7-' Inspector , -91
i
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 covering any part.
i rank cleanout to within 12" of final grade or aerated access ports above grade.
to Proper materials and assembly.
de Adequate absorption (or dispersal) area.
—.44C--Adequate compliance with permit requirements.
_adequate compliance wit County and State regulations /requirements.
Date 7 '_/4 75 Inspector. 176:7
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
*CONDITIONS:
1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations,
adopted pursuant to authority granted in 66.444, 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 violation 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 involves a knowing and material variation from the terms or specifications con-
tained in the application of permit commits a Class I, Petty Offense (3500.00 fine • 6 months in jail or
both.
1 •
' COLORADO DEPARTMENT OF HEALTH •
Water Pollution Control Division
4210 East llth Avenue
Denver, Colorado 80220
NOTIFICATION OF PROPOSED DISCHARGE TO.WATERS OF THE STATE*
INDIVIDUAL HOME SEWAGE TREATMENT SYSTEM **
Owner: (.4,44/t/ 09,c. (?r� �//!n // (JF
Mall Address: PQ, /?6x /26 CityGRAVA214Pi,cylp )7/63C Phone,2&'s 1 D
A. INFORiIATION REGARDING PROJECT SUBMITTED FOR REVIEW:
Attach separate sheets or report showing entire area with respect to surrounding
areas, topography or area, habitr.ble buildings, location of potable water wells,
soil percolation test holes, soil profiles in test holes.
1. Location of facility: County (- p cjF L// City or town (r,QpjvOI' a.e;
Legal description /1//r/Y�6sSFC.:L Tr,/arc,?iQ.Bvrr 96 Lot size /9 Sec,
2. No. of bedrooms a Septic tank capacity Aeration unit capacity / .0nn G Ae,
•
3. Source of domestic water: Public (name):
Private: Well P/ Depth 5 Other Depth to first ground water table
4. Is facility within boundaries of a city /town or sanitation district? ,(/p
5. Distance to nearest sewer system: c /9/it` s Have you attempted to arrange a connection with the system?
If rejected, what was the reason?
6. Rate of absorption in test holes shown on the location neap, in minutes per inch
of drop in water level after holes have been soaked for 24 hours 442 Suv4pYflit),7/4L •
�P /4) . p r- r- . 74/ X94 7 F s.C& O - 7 - /,fl C-
7. Name, address, and telephone of person who made soil absorption tests:
Agneei'n/ .L . /0 An-
r . /r� ( gt14/Y - / -5/591// e#4 E) Pne
8. Name, address, and telephone of person responsible for design of the system:
47c- ve /4/6 r:.c — _90,0S'Dn/ Eiei r , / // tcTS j . G /1/G
/!7S` �Mur.* a —
Dat / /J Signat u r „f c
*Required by Article 66- 28- 12(CRS, 1963, 1967 Perm. Sum. Supp.)
* *Required in areas which have been identified as areas in which dance! of pcilutio' .
of waters of the State may occur (Art. 66- 28 -8(5), CRS) and /or areas in er.ich thcrie
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
Conmeuts:
Signature and Title
Note: The Notifier (front of this sheet) must obtain comments and sic,nature of at
least one of the above.
C. FOLLOWING FOR STATE HEALTF' DEPARTMENT USE: Recommendations of the District Engineer:
•
•
D. ACTION BY THE COLORADO WATER POLLUTION CONTROL COMMISSION:
•
&' - 33 (10 -72 -2)
f D . *;�` �� DODSON ENGINEERED PRODUCTS, INC.
� e - �� P. O. BOX 248 MATERIAI 8 AND EQUIPMENT*
` \ GLENWOOD SPRINGS, COLO. 81601 WATER SUPPLY
SEWAGE DISPOSAL AND
LIFT STATIONS
t (303) 945 -8651 IRRIGATION AND DRAINAGE
CULVERTS AND BRIDGES
t l ' I r.. DESIGN DATA FOR:
UNION OIL CO. OF CALIFORNIA
Core Sampling and Storage Unit
Grand Valley, Colorado
Facility consisting of a two - bedroom house and one
storage building with lavatory(average two workers,
16 hours a week).
Perc Rate: Very tight, heavy textured soil with almost
zero percolation capabilities.
L d
Tested by - relU- Garfield County Dept. of
Environmental Health
Sewage Treatment System will consist of a 1,000 gallon
"Cavitette" Aeration Treatment Plant and a dispersal
field designed for total evapo- transpiration.
Rate of evaporation - Based on Bernhart Studies,
1
Toronto Rate - 0.12 gal. per day per sq, ft.
Multiplier for climate and altitude change
Denver - 5,280 ft. -X 1.7 (Grand Valley - 5.095 ft.)
0.12 X 1.7 = 0.2 gallons per day per sq. ft.
Flow Rate - 2 bedroom house X 200 gpd = 400 gpd +
100 gpd for lavatory in shop = 500 gpd.
0.2 gpd per sq. ft, • 500 gpd = 2.500 sq. ft, required.
Suggest using 50' X 50' evapo- transpiration field
constructed as design attached.
DESIGNED BY: DOD •■ ENGINEERED PRODUCTS, INC.
-
Rick A, Dahlinger
Sales Representative
APPROVED BY: ` e
'��L+rrr- •
Stanley L. Dodson, P.E.
N
a, pvenn
Nous e
• L D
4
a.
C V
a Ss I, ; SITE PLAN:
i
UNION OIL CO. OF CALIF. r SNNP ;b
Core Sampling and Storage Unit /aoA .— T 1
Grand Valley, Colo. Con it Art )
t,E
it
1
A 1
Nj `D
4 .
a
7 kya _go/a FiG�O
PO h
1
` FCNeI
. SI 1011110 -
n
.- \ 10000 00111111111 \
1
1
D
J
r
• 1 •
1 • ,
CROSS SECTION OF FIELD CONSTRUCTION
S tor nett. TDI'SO /L 1 w
f o ,q PsANr bkOwni
GROUND .C/Ng
sit) a Miry
Or enAX.)
/ I/
1 .5 EAT efre
of
' :C,7 7 .r..,
/G
. air
•