HomeMy WebLinkAboutApplication- Permit•
GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTALHEALTH
2014 Blake Avenue
Glenwood Springs, Colorado8 601
KKK KXf� ' K K �( K K Phone, 303) 945.7255
INDIVIDUAL SEWAGE DISPOSAL PERM`iIT . 934 .60
Owner Iit'S1. Baptist Cilimch (4404444
e:52 County Ro.:._ 294 W Rifle
System Location
This does not constitute
a building or use permit,
Licensed Contractor
* Conditional Construction approval is hereby granted for a
Septic Tank or Aerated treatment unit.
Absorption area for dispersal area) computed as follows:
Perc rate of one inch in
gallon
3 minutes requires a minimum Of sq ft of absorption area per bedroom.
Therefore the no. of bedrooms x sq ft minimum requirement = a total of sq ft of absorption area.
May we suggest P1ai.: & Specifications of R.P.E. approved as attached.
Date Nr+3it`fnb r 24. 1830
Inspector -- fv'" r _ f`,. ,• �;.
ioveiriber 1 E , 1980
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.
C-1, Septic Tank access for inspection and clifaning within',12" of ground surface or aerated access ports above ground
surface. ' ,,`
0r Proper materials and sembl . .
Z — Colo r /.µ._c7o0o .�4-'oi-f. .Ael retires
Trade name of eptic tank or aerated,trEatment'unit. ` '
01
Adequate absorption (or dispersal) ai'ea.
Adequate compliance with permit requirements.
Adequate compliance with County and State regulations/requirements.
fr~ Other
Date
Inspector
sof//Z4 excy/of
[7/1e /ecZc4 /#'e 2i
////Vi" 61
P
/41/ 0 k J7—A940
RETAIN WITH RECEIPT RECORDS CONSTRUCTION SITE
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*CONDITIONS:
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, CliS 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?iar specifications contained in the application of permit commits a Class I,
Petty Offense ($500.00 fine — 6 months in jail or both).
Building Official — Permit White Copy
Applicant — Green Copy Dept. — Pink Copy
ri r......a�rs - - -- - -e la n.. aaaaa a A.
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Owner:
Page Two
JIrr,,c VJC
Fees Paid $,>i
INDIVIDUAL HOME SEWAGE TREATMENT SYSTEMS APPLICATION Date tl- L4 -
is p1- + (), rc b
Mail Address: P.D•.ZQX 1(0 City:R`-Vi Zip: 5-a(04-00 Phone:A -_ 64/7
INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW
Attach separate sheets or report showing entire area with respect to surrounding areas,
topography of area, habitable buildings, location of potable water wells, soil percola-
tion test holes, soil profiles in test holes (see Page 3).
Near What
1. Location of Facility: County GARFIELD City or Town R;Vie_
Location Address War
Legal Description 1 c.2a a ctq Rood Lot Size g2-701 )( g,ve.)
2. No. of Bedrooms 0 Septic Tank, Capacity Aeration Unit Capacity N/A
3. Source of Domestic Water: Public (name):
Private: Well X Depth S71/ Other Depth to 1st ground water table
4. Is facility within boundaries of a city/town or sanitation district? kb
5. Distance to nearest sewer system: l yy). k .
Have you attempted to arrange a connection with the systemt y} fl
If rejected, what was the reason?
6. If R.P.E. tested, 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:
1. Name, address, and telephone of R.P.E. who made soil absorption tests:
( -r2,r- 1 O l a
8. Name, address,- and telephone ofM.E. responsible •for design of the system:-
Anrctdr, PI/11/AP e lCl ✓l , ` ? : ICS i4 K F 0- 301, n r3d„S o revc ?f's a S ?
9. Express permission is hereby granted for the inspection of the above property by any
member of the Garfield County Building & Sanitation Department and/or such persons as
they may designate. Any withdrawal of this permission shall be in writing and receipt
acknowledged by the County Building & Sanitation Department,
10. I have been given an opportunity to read the Individual Sewage Disposal Systems Regula-
tions of Garfield County and I hereby agree to comply with all terms, conditions and
requirements included therein.
,///,„2/
Date
L,21 na :re of Applicant
6/P*1r
(TO BE RETURNED TO BLDG. & SANI. DEPT.)
•
November 25, 1980
Rev. James R. Smith
FIRST BAPTIST CHURCH
P. 0. Box 1657
Rifle, Colorado 81650
Dear Res. Smith:
After you came into our office yesterday, I realized the percolation test
for your septic system was conducted by this office, and not by your Engineer.
Therefore, we cannot waive the percolation fee of $50.00, which fee will
need to be received by this office, in order for us to issue the permit,which
at this point is incorrect. Your green copy of the permit should also be returned
to this office for correction.
Please make your check payable to "Garfield County Treasurer", with remittance
to our address above. Prompt Issuance of your permit will be made upon receipt
of the percolation fee. Thank you, and please accept our apologies for any
inconvenience this may cause you.
Very truly yours,
BUILDING & SANITATION DEPARTMENT
Toni L. Sherwood (Mrs.)
Executive Secretary for
W. C. Milner, Department Head
/Os
RECEIVED JUN 2 1 1982 1:::)]1
PONDEROSA ENGINEERING, INC.
CONSULTING ENGINEERS
REGISTERED LAND SURVEYORS
June 18, 1982
Mr. Terry Howard
Environmental Health Dept.
2014 Blake Avenue
Glenwood Springs, CO 81601
Re: Addition of Mobile Home to First Baptist Church of Rifle Sewage
Disposal System
Dear Mr. Howard:
At the request of Mr. Charles A. Hoffineister I have examined the fea-
sibility of connecting a 3 bedroom mobile home to the Church's sewage
disposal system. The system can handle flows from a mobile home
provided:
1. The building sewer from the mobile home is connected to
the church sewer ahead of Tank 1 (See Eldorado Job No.
80379).
2. 67.5 L.F. of 3' wide trench with 5' of rock below the
distribution pipe is installed in accordance with the
original plan.
3. All construction is performed in accordance with the
Garfield County Ind. Sewage Disposal System Regulations.
If you have any questions with regard to the above please contact me.
Sincerely,
d et • ilwilog
Rick Kinshella, P.E.
xc: Mr. Charles A. Hoffmeister
1512 GRAND AVENUE, SUITE 220
GLENWOOD SPRINGS, COLORADO 81601
(303) 945.6596
Turner Collie OBraden Inc..
December 12, 1983
Jim Smith
First Baptist Church
1252 County Road 294
Rifle, CO 81650
Re: Septic System approval with Garfield County
Dear Jim,
PO BOX 3944
GRAND JUNCTION, CO 81502
743 HORIZON COURT
SUITE 102
303 243.7436
I have reviewed your plans for compliance with applicable design criteria
and have found nothing that would indicate your system is inadequate for your
present use. I explained all this in much more detail in the report which
follows. If you have any questions or feel more elaboration is needed an any
point, please do not hesitate to call.
Respectfully,
V James E. Iangfoed PE & LS
Design Manager
JEL:1 sm
CONSULTING ENGINEERS • TEXAS AUSTIN/DALLAS/EL PASO/HOUSTON/PORT ARTHUR COLORADO DENVER/GRAND JUNCTION
e
REPORT
First Baptist Church of Rifle
Sewage Disposal System
GIVEN:
a) Peak enrollment 65 students.
b) Nb gym or cafeteria facilities presently in use.
ASSUMPTIONS:
a) Sewage generation rate 20 gal. per cap. dai.
b) No immediate expansion plans.
c) Existing system was constructed according to plans.
d) Percolation arra profile information stated in plans is accurate
representation of results.
e) Faculty and Staff for 65 students taken as approx. 10.
CALCULATIONS:
Population equivalent P= 65 students + 10 faculty and staff
= 75 persons
Sewage load Q= 75 persons (20 gal, per. cap. dai.)
= 1500 gal per day
Detention volume
V= Dai. Sewage Load (30 hours detention time)
24 tours
= 1875 gallons
Leach Area Required A= Sewage Load Pero. Rate
5
Required Length
3' Trench
1500 8
5
= 848.53 ft 2
L= (5' deep) = Leach Area (A) (w + 2 )
Trench Width (W) (w + 1 + 2d)
Where w= trench width
d= depth of gravel below distribution pipe (ft).
L= 849 (3 + 2 ) = 101.1 ft.
3 (3 + 1 +7.5))
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RESULTS OE PLAN REVIEW:
a) Plan layout: Distance requirements as set Borth in "Guidelines on
Individual Sewage Disposal Systems", (page 22), appear to
have len met. These should be applicable to this larger
system as well.
b) Precolation Rate: The percolation rate and soil profile information as
supplied by the Garfield County Sanitarian are within
the limits specified in Section ViI of the above
referenced document.
c) Septic Tank: The present tanks have a combined volume which satisfies the
requirements as set forth in Section VIII Paragraph B of the
above referenced document.
**Note: If the student enrollment increases beyond its
present 65, or if additional facilities are added, an
additional tank will be required, and can be installed in
accordance with the existing design by Eldorado Engineering.
d) Leach Area: There are no apparent problems with the soil type, absorption
rate, ground water level, bedrock level or surface slope that
would prevent use or expansion of the present leach area as
designed or layed out.
e) Trench Length: The method used for calculation of the trench length (EPA
design manual "On -Site Wastewater Treatment & Disposal
Systems") yields a much more conservative design than that
length calculated using the formula specified in Section
VIII Paragraph C.I. d & f. (See calculations:)
By Colo. Health Dept. method need 101 LF
By EPA method need 188 LF
Therefore, the Leach area requirement appears to have
been met.
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CONCLUSIONS AND RECOMMENDATIONS:
The septic system as designed for the First Baptist Church of Rifle appears
to be well designed, meeting or exceeding all design requirements as set forth
in the Colorado Department of Health "Guidelines on Individual Sewage Disposal
Systems". In our opinion, the system is adequate for the facilities that
presently exist and the current number of persons using the system. If
additional facilities are added such as a gymnasium or cafeteria, or the school
accepts additional enrollment, a minimum of 1 additional Septic Tank will have
to be added. The leach trench can absorb some growth but should be rechecked at
such time as expansion levels are known.
ames E. Lang oia 148-47.
tO*;11
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