HomeMy WebLinkAbout2900 Taylor Creek Rd - 238731200002 - 2005-00INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8155
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2005-00 BP NO. 13249
OWNER: CHARLIE SCHWEPPE PHONE: 303-497-0570
MAILING ADDRESS: 4790 OLD POST COURT., BOULDER, CO 80301
APPLICANT: MITCH KNOTTS PHONE: 970-927-9874
SYSTEM LOCATION: 2900 TAYLOR CREEK RD., BASALT, CO 81621 TAX PARCEL NO. 2389-254-00-005
LICENSED INSTALLER: STUTSMAN-GERBAZ, CHARLES MONTOVER LICENSE NO. 7-00 PHONE: 970-923-2734
DESIGN ENGINEER: CTUTHOMPSON, INC., SOILS REPORT ONLY PHONE NO. 970-945-2809
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE
1750 GALLON SEPTIC TANK MINIMUM REQUIRED, RECOMMEND 2000 GALLONS, 2250 SQUARE FEET OF ABSORPTION AREA, IF CHAMBERED
UNITS ARE USED, 73 WILL BE NEEDED.
SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE, AND IN-
SPECTION PORTALS IN EACH TRENCH. DOUBLE ENCASE SEWER LINE AS IT PASSES UNDER THE ROADWAY TO THE LEACH FIELD, AND INSTALL
ADDITIONAL CLEANOUTS ON EACH SIDE OF THE ROAD. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT
INSTALL IN WET WEATHER. BECAUSE THE DESIGN FLOW OF THIS SYSTEM IS OVER 1000 GALLONS PER DAY (1350), ADDITIONAL SET BACK RE-
QUIREMENTS MUST BE MAINTAINED AS FOLLOWS: 124 FEET TO THE WELL, 49 FEET TO ANY DRY GULCH, AND 74 FEET TO ANY LAKE, WATER
COURSE, IRRIGATION DITCH OR STREAM. CALL EAGLE COUNTY FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PORTION OF THE
INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE
ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN
�INSPECTED
/AND APPROVED.
ENVIRONMENTAL HEALTH APPROVAL: /�/-a%�l i/ DATE: -7` %3
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS,
ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED.
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 STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL
AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO
BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM
IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: 2294 SQUAREFEET(VIA 74 TNFTT.TRATnIZ UNITS )
INSTALLED CONCRFTF SF.PTTC TANK: 9nnn GALLONS IS LOCATED 149 DEGREES AND 101 FEET 9 INCHES
FROM THE Y CLFANOIIT
COMMENTS: THE FINAL INSPECTION WAS DONE BY HFATHFR SAVAT.nY nN nf:TORER 1, 200 f, THTS SYSTEM TR
LARGE ENOUGHT TO ACCOMMODATE THE 2 BEDROOMS IN THE, RUNK HnTTSF, AND THE 4 RFnupnmg IN THE
FOREMAN'S RESIDENCE.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECT BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL �-� l/�� DATE: OCTOBER 11, 2000
Community Development Department
(970)328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
October 11, 2000
Charlie Schweppe
4790 Old Post Court
Boulder, CO 80301
EAGLE COUNTY, COLORADO
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #2005-00, Tax Parcel #2389-254-00-005. Property location: 2900
Taylor Creek Road, Basalt, CO.
Dear Mr. Schweppe:
This letter is to inform you that the above referenced ISDS Permit has been inspected and
finalized. Enclosed is a copy to retain for your records. This permit does not indicate
compliance with any other Eagle County requirements. Also enclosed is a brochure regarding
the care of your septic system.
Be aware that later changes to your building may require appropriate alterations of your septic
system.
If you have any questions regarding this permit, please contact the Eagle County Environmental
Health Division at (970) 328-8755.
Sincerely,
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL: Informational Brochure
Final ISDS Permit
cc: files
ISDS Permit #ZP,5--o Date
ISDS Final Inspection
CgMleteness Form
Tank is ��� Ty gal, Tank Matepal L;0�1
Tank is located �� Iffj ari4 _ L degrees from.
(permanent landmark)
Tank is located 7a ft. and degrees from
(paraam mt landmark)
Tank set level. L' Tank lids within 8" of finished grade.
Size of field _.�f�t' % units lineal ft.
Technology 7
Cleanout is installed in between tank and house(+ 1/100ft).
i, There is a "T" that goes down 14 inches in the inlet and
outlet of the tank.
Inlet. and outlet is sealed with tar ,tape, _;,rubber gasket: etc.
v_ Tenk -has two dompartments with the._:-1arrger..,.cQtnpa tment closest to
house.
L' Measure. distance and relative direcQn.to,:fel,is y3
Depth of field. L ft.
Soil interface raked.
?i Inspection portals at the end of each trench.
_ Proper distance to setbacks.
chambers properly installed as per manufacturers specifications.
(Chambers latched, end plates properly installed, rocks removed from
trenches, etc.)
Type of pipe used for building sewer line leach field�l1"
_ gin G6 re= _ .
Other
i/ Inspection meets requirements.
Copy form to installer's file if recommendations for improvement were
_suggested.
ACTION TAKEN:
Setbacks
Well Potable House Property Lake Dry Tank Drain
Water Lines line Stream Gulch
Field 100 25 20 10 50 25 10 10
z,nj� 50 10 5 10 50 10 * 10
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
DATE: July 13, 2000
EAGLE COUNTY, COLORADO
TO: Stutsman/Gerbaz, Inc.
FROM: Environmental Health Division
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Issuance of Individual Sewage Disposal System Permit #2005-00, Tax Parcel
#2389-254-00-005. Property Location: 2900 Taylor Creek Rd., Basalt, CO., J-L
Ranch bunk house and foreman's residence.
Enclosed is your ISDS Permit #2005-00. It is valid for 120 days. The enclosed copy of the
permit must be posted at the installation site. Any changes in plans or specifications invalidates
the permit unless otherwise approved. If you have not been contracted to install this system
please contact Eagle County Environmental Health.
Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need
to be completed before you call for your final inspection. Also, please note any special
conditions which may have been placed on the permit. Do not back fill any part of the
installation until it has been inspected. If all items are not completed, a reinspection fee of
$42.50 must be paid before a reinspection is made.
Please call our office well in advance to allow for scheduling of final inspection. Your building
permit TCO will not be issued until final approval has been given for the ISDS Permit.
Permit specifications are minimum requirements only, and should be brought to the property
owner's attention.
This permit does not indicate conformance with other Eagle County requirements.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
Enclosures: ISDS permit # 2005-00; ISDS Final Inspection Completeness Form
Incomplete Applications Will NOT Be Accepted
(Siie Flan MUST be attached)
ISDS Permit # o ��
Building Permit , �}
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE_— EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (Basalt)
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* MAKE ALL REMITTANCE PAYABLE'.T0: "EAGLE COUNTY TREASURER!
PROPERTY OWNER:
wl
MAILING ADDRESS: T -L d1
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d PHONE: �f\)
APPLICANT/CONTACT PERSON:
1 / 4 i1
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Z HONE: �%2 9g�
LICENSED SYSTEMS CONTRACTOR: 5�u
man GPI` q
EYr jk PHONE: Q23
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Mavin
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COMPANY/DBA: -�Ly kiuh
ADDRESS: :303 if;�huraY
$Z :C�,Q/6'Sjl
PERMIT APPLICATION IS FOR:
(ii� NEW
INSTALLATION ( j
ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: Se AQ C(.Ld.��t�.vnlijt
Tax Parcel Number: E3WZSyoari/:' Lot Size: �,Sg fir r C S
Physical Address:
BUILDIN TYPE:. (Check applicable category)
(V Residential/Single Family Number of Bedrooms_
( ) Residential/Multi-Family* Number of Beylroms
( ) Commercial/ Industrial* Type //d(fSP /Sri n K h, oy1'P_
o�i�r y bed. kov1P
TYPE OF WATER SUPPLY: (Check applicable category) I
(� Well ( ) Spring ( ) Surface
1 ill �i td , ej` v rt IT A OGj eo
( ) Public Name of Supplier: ei Am P Z7 S %is
*These systems require design by a Registered Professional Engineer
SIGNATURE: Date: Z
AMOUNT PAID: 0 RECEIPT #: DATE:
CHECK #: %/ CASHIER:
gS• 0 l�
�aa� �Z.C7D FPP� i`�lsy'tc��oh dh� Sr
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SOILS AND FOUNDATION INVESTIGATION
RANCH FOREMAN'S RESIDENCE
J-L RANCH
EAGLE COUNTY, COLORADO
Prepared For:
MR. CHARLES SCHWEPPE
4790 Old Post Court
Boulder, CO 80301
Job No. GS-2890
December 6, 1999
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRIVE ® GLENWOOD SPRINGS_ COI ORAnO 81601 ® (9701 94.r-9R(19
RANCH FOREMAN'S RESIDENCE
J-L RANCH
EAGLE COUNTY, COLORADO
Approximate
(No Scale)
P-1 P-2 P-3
Profile
Job No. GS-2890 Fig. 1
moisture requirements; irrigated grass should not be located within 5
feet of the foundation. Sprinklers should not discharge within 5 feet
of the foundation and should be directed away from the building.
Irrigation should be limited to the minimum amount sufficient to
maintain vegetation; the application of additional water will increase
the likelihood of slab and foundation movements.
6. Impervious plastic membranes should not be used to coverthe ground
surface immediately surrounding the residence. These membranes
tend to trap moisture and prevent normal evaporation from occurring.
Geotextile fabrics can be used to control weed growth and allow some
evaporation to occur.
PERCOLATION TESTING
We drilled three percolation borings (P-1 through P-3) and one profile boring
(Profile) in the planned area of the percolation field at the approximate locations
shown on Figure 1. Graphic logs of the subsoils exposed in the borings are shown
on Figure 2. Results of our percolation tests are shown on Figures 5 through 7.
Percolation test results indicate that a design percolation rate will be about 30
minutes per inch. We recommend the percolation field be designed by an engineer
qualified in septic field design such as Church and Associates, (303) 463-9317.
LIMITATIONS
Our exploratory borings were located to obtain a reasonably accurate picture
of subsurface conditions. Variations in the subsurface conditions not indicated by
our borings will occur. We should observe the completed foundation excavation to
confirm the soils are as anticipated from our exploratory borings and suitable for
support of the designed footings.
Our report was based on conditions disclosed by our exploratory borings,
engineering analysis and our experience. Criteria presented reflect our
CHARLES SCHWEPPE
RANCH FOREMAN'S RESIDENCE
CTL/T GS-2890
SATURATION AND PREPARATION
DATE: 11/03/99
TIME AT START OF SATURATION: 12:00
PERCOLATION TEST
DATE: 11 /04/99
WATER IN BORING AFTER 24 HOURS
YES X NO
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
(INCHES)
TIME AT
START OF
INTERVAL
TIME
INTERVAL
(MINUTES)
DEPTH TO WATER
CHANGE
IN WATER
DEPTH
(INCHES)
PERCOLA-
TION RATE
(MIN/INCH)
START OF
INTERVAL
(INCHES)
END OF
INTERVAL
(INCHES)
P-3
33
11:40
10
12.0
13.0
1.0
10
11:50
10
13.0
13.5
0.5
20
12:00
10
13.5
14.5
1.0
10
12:10
10
14.5
15.0
0.5
20
12:20
10
15.0
16.0
1.0
10
12:30
10
16.0
17.0
1.0
10
12:40
10
17.0
17.5
0.5
20
12:50
20
17.5
18.5
1.0
20
1:10
20
18.5
19.5
1.0
20
1:30
20
19.5
20.5
1.0
20
1:50
20
20.5
21.5
1.0
20
2:10
20
21.5
22.0
0.5
40
Job No. GS-2890 Fig. 7
SATURATION AND PREPARATION
DATE: 11/11/99
TIME AT START OF SATURATION: 12:00pm
PERCOLATION TEST
DATE: 11 /12/99
WATER IN BORING AFTER 24 HOURS
_ YES X NO
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
(INCHES)
TIME AT
START OF
INTERVAL
TIME
INTERVAL
(MINUTES)
DEPTH TO WATER
CHANGE
IN WATER
DEPTH
(INCHES)
PERCOLA-
TION RATE
(MINIINCH)
START OF
INTERVAL
(INCHES)
-
END OF
INTERVAL
(INCHES)
P-2
38
11:35
10
18.0
19.0
1.0
10
11:45
10
19.0
20.0
1.0
10
11:55
10
20.0
21.0
1.0
10
12:05
10
21.0
22.0
1.0
10
12:15
10
22.0
22.5
0.5
20
12:25
10
22.5
23.0
0.5
20
12:35
10
23.0
23.5
0.5
20
12:45
20
23.5
25.0
1.5
13
1:05
20
25.0
26.0
1.0
20
1:25
20
26.0
26.5
0.5
40
1:45
20
26.5
27.5
1.0
20
2:05
20
27.5
28.5
1.0
20
Job No. GS-2890 Fig. 6
SATURATION AND PREPARATION
DATE: 11/11/99
TIME AT START OF SATURATION: 12:00 pm
PERCOLATION TEST
DATE: 11 /12/99
WATER IN BORING AFTER 24 HOURS
_ YES X NO
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
(INCHES)
TIME AT
START OF
INTERVAL
TIME
INTERVAL
(MINUTES)
DEPTH TO WATER
CHANGE
IN WATER
DEPTH
(INCHES)
PERCOLA-
TION RATE
(MIN/INCH)
START OF
INTERVAL
(INCHES)
END OF
INTERVAL
(INCHES)
P.1
40
11:31
10
20.5
21.5
1.0
10
11:41
10
21.5
22.5
1.0
10
11:51
10
22.5
23.5
1.0
10
12:01
10
23.5
25.0
1.5
7
12:11
10
25.0
26.0
1.0
10
12:21
10
26.0
26.5
0.5
20
12:31
10
26.5
27.0
0.5
20
12:41
10
27.0
28.0
1.0
10
12:51
20
28.0
29.0
1.0
20
1:11
20
29.0
29.5
0.5
40
1:21
20
29.5
30.0
0.5
40
1:41
20
30.0
31.0
1.0
20
2:01
20
31.0
31.5
0.5
40
Job No. GS-2890 Fig. 5
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