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GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit I� _ 2 25
109 6th Street Suite 303 Assessor's Parcel No.
Glenwood Springs, Colorado 81601 1
Phone (303) 945-8212
This does not constitute ;,'
INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. ff
PROPERTY
Carbondale & Aura) );
Owner's Name Yr ote:ctton District present Address 6986 CR 100, Carbondale Phone_ 963-24 'l. /a 93 t
System Location 6986 County Road 1 Carbondale r.
Legal Description of Assessor's Parcel No.
SYSTEM DESIGN q
I.
/a ,l/ % a (J Septic Tank Capacity (gallon) Other ' 4
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, F
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Percolation Rate (minutes/inch) Number of Bedrooms (or other) 1 !'` ` ` � � "� � (� .l
( ) ( ) ( ,, 0 1,
Required Absorption Area - See Attached !�/Slri1 '14( -" i 7,1 0 ,3 � j,-7` %�`' y c `r7 7 Y„ fc
„ r i : v1Gi r . .- ' .. /( ..i / )
�� � � r k / Inspector • 7r + ' r _:,____f_:,
�ry - ..,...,..- _....� i ..,_ ieN
Special Setback Requirements: l f % S H
Date 'i 1./‘ / P , .,�/
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FINAL SYSTEM INSPECTION AND APPROVAL (as installed) A
Call for Inspection (24 hours notice) Before Covering Installation
it
System Installer_
Septic Tank Capacity i r' . �,' 1 e'`%' ' r"^ l
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Septic Tank Manufacturer or Trade Name ( q ty ' ' . - f • tt ' 1 t
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Septic Tank Access within 8" of surface
./.------.
.--- -
l/ 1,
Absorption Area �,r "' ,
R
Absorption Area Type and /or Manufacturer or Trade Name V
°- Adequate compliance with County and State regulations /requirements
Other '
_.
Date 1 _- f .) Inspector f _.1 / ) f . f •
' RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
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•CONDITIONS:
1. All installation must comply with all requ of the. Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S. 1973, Revised 1984. 'I.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- 1
t. 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.
1 3. 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 contained in the application of permit commits a Class I, Petty Offense ($500.00 fine —8
g 6 g months in jail or both).
T Applicant: Green Copy Department: Pink Copy
7
Application
P As 1 ' • : u : ' ' • • Approval By
//_' n County Official
//
OWNER [ ' 4P i o.. 94 { 1 4v441 in Mca Cic C%)es7 R rc_ T
ADDRESS & ' 7 ' $'b Co- ,2d. /00 PHONE
CONTRACTOR ('Mt bo•-JJ4 -(f I 424-C 4/4 420 Flo J J2.s r4-4
ADDRESS -3oa "(e4 - Dcut) 009 3)t • 042904 94 Co PHONE' 1
PERMIT REQUEST FOR: (4- 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). q QFiEG�
1.00ATION OF PROPOSED) EACH JTY : County
Near what City or Town r4-21 o.✓ 9,9-CE- Lot Size
Legal Description
WASTES TYPE : (4 Dwelling () Transient Use
( ) Commercial or Institutional ( ) Non - domestic Wastes
( ) Other - Describe
BUILDING OR SERVICE TYPE: Fi ¢.E 5r4 -no J / A P ,42 r s(E J -r
Number of bedrooms / Number of persons 2-
(4 Garbage grinder (,a- Automatic Washer (4- Dishwasher
,SOT MCP. AND TYPE OF WATER SI IPPI.Y: (.--) well () spring () stream or creek
Give depth of all wells within 180 feet of system: / 90 Fr
If supplied by community water, give name of supplier: nr�4
(TROT JND CONDITIONS:
Depth to bedrock: /00 FT
Depth to first Ground Water Table: /90 Fr.
Percent ground slope: S 90
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM I
Was an effort made to connect to community system? N o
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(4 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:
(4- 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? N o
•
,SOH, PERCOT.ATION TEST R EST JI .TS: (To be completed by Registered Professional Engineer)
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 ilP U < o tt c r( 9ifS-e *si{
Sato to 2d i s+
Gtka oe9 SPAS Lo
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 purposes 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 adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby
certifies that all statements 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. �/Q �1
Date S/9 /9 Signed / 1 l/
p1 .RASE DR AW AN ACC! JRATF, MAP TO YOT JR PROPERTY
1402
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Carbondale and Rural Fire Protection District
300 Meadowood Drive
Carbondale, CO 81623
(303) 963 -2491
May 12, 1994
Art Hogland
Garfield County Building Inspector
109 8th Street
Glenwood Springs, CO 81601
Dear Art,
Attached is the septic system application for the Carbondale & Rural Fire Protection
District's new fire station located at 6986 County Road 100.
As you can see from the attached plot plan, the leech field is located outside the
boundaries of the current lease on the Strang Ranch. Mike Strang has agreed to change
the boundaries of the lease to include the area of the leech field. We are working on that
now and should have the new lease completed within thirty days.
If you have any questions, please feel free to contact me at 963 -2491,
Sincerely,
Ron Leach
District Chief
Carbondale & Rural Fire Protection District
cc: Mike Strang
HepworthPawlak Geotech TEL :303 -945 -8454 Rpr 27 94 16:28 No.006 P.02
11Erwoit'rti- PAW I.AX CiLOTECIIN1CAL, INC. 5(1711 Head 154
Glenwood Swings, ('O H 1601
April 25, 1994 Fax 3113 94 5 -84 54
P Phone MI 945 7988
Carbondale and Rural Fire Protection District
Attn: Ron Leach
300 Meadowood Road
Carbondale, Colorado 81623 Job No. 194 117
Subject: Additional Percolation Testing, Proposed Fire Station, Strang Ranch,
County Road 100, Garfield County, Colorado.
Dear Mr. Leach:
As requested by Bill Gavette, I lepworth- Pawlak Gcotechtlical, Inc. performed additional
percolation testing at the subject site on April 16 and April 23, 1994. The findings of our
work are presented in this report. We previously performed a subsoil study for the fire
station and presented our recommendations in a report dated February 16, 1994.
On April 15, 1994, we visited the site and observed two percolation holes which had been
excavated and saturated. On April 16, percolation testing was performed on test holes P -1
and P -2. On April 23, we observed a Profile Pit and performed percolation testing on test
hole P -3.
C The soils exposed in the profile pit consisted of 0.5 foot of topsoil overlying sandy clay to
the maximum depth explored, 8 feet. The profile pit was dry and the subsoils were
slightly moist. The subsoils exposed in test hole P -3 were very moist. The percolation test
results are summarized on Table 1. Locations of the percolation test holes and profile pit
are shown on Fig. 1.
The percolation test results indicate that the area tested is suitable for a conventional leach
field septic system. The system should he oversized due to the variable percolation rates.
1f we can be of further assistance, do not hesitate to call our office.
Sincerely,
HEPWORTH- ( P ' AWLL�AK C.' TECHNICAL, INC.
Sam
Sa (
Louis Eller
pit Ns/ .,
viewed by ) o�� •' E. 9 . 6 4
c
""
4' 44 3
AS y'
Daniel E. Hardin, P. 't / -7jf.1 t
• •. .•' (Sr
mo o, • .. �4 .
Attachments ''yr; MI* u Eh �� �����
HepworthPawlak Geotech TEL :303- 945 -8454 Rpr 27 94 16 :29 No.006 P.04
•
C HEPWORTH- PAWLAK GEOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RESULTS JOB NO. 194117
HOLE 140. HOLE DEPTH LENGTH OF WATER DEPTH WATER DEPTH DROP IN AVERAGE
(INCHES) INTERVAL AT START OF AT END OF WATER PERCOLATION
(MIN) INTERVAL INTERVAL LEVEL RATE
(INCHES) (INCHES) (INCHES) IMIN. /INCH)
P -1 36 16 10 9 3/4 1/4
refill 101/4 10 1/4
refill 10 1/2 10 1/4 1/4
10 1/4 10 114
10 9 3/4 1/4
9 3/4 9 1/2 1/4 80
P•2 36 16 10 9 1 •
refill 101/4 91/2 3/4
refill 10 3/4 10 3/4
refill 11 1/4 10 1/4 1
refill 10 3/4 10 3/4
20
10 9 1/4 3/4
P -3 36 15 9 8 1
refill 9 1/8 8 3/8 314
refill 9 81/2 1/2
refill 9 8 1/2 1/2
i
8 1/2 8 1/2
8 71/2 1/2 _ 30
HepworthPawlak Geotech TEL :303- 945 -8454 Rpr 27 94 16 :29 No.006 P.03
C County Road 100
Existing
Wire Fence
Existing Well i
•
To Proposed
4 Building Area
•
Approximate Scale
1" 20'
Existing
C �Irrigatlon
Pipeline
p P-2
A
P -3
Profile Pk
•
0
P -1
HEPWORTH PAWLAK Location of Profile Pit Fig. 1
194 117 GEOTECHNICAL, Inc. And Percolation Test Holes