HomeMy WebLinkAbout909 Ute Forest Rd - 210704401001 - 1533-95r r11771,
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 �'�
Telephone: 328-8755 ft) (E j
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1533
Please call for final inspection before covering any portion of installed system.
OWNER: David Tanser PHONE: (970) 476-6100
MAILINGADDRESS: 953 South Frontage Rd. West#203, city: Vail Stade: CO ziP:81657
APPLICANT: David Tanser PHONE: (970) 476-6100
SYSTEM LOCATION: Lot B-1, Ute Forest, W. Squaw Cr,TAXPARCEL NUMBER: 2107-044-01-001
LICENSED INSTALLER: Strait Excavation Services LICENSENO: 31-95
DESIGN ENGINEER OF SYSTEM:
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1250 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE 13ED 1423 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install 40 infiltrator units as requested by owner. Install in serial distrib-
ution in trenches. Rake all trench surfaces exce t com act the end pipe runs from one t- c
to the next trench. Install inslection portals in each trench, and a cleanout between the
a1 Cent -for final inspe-e-�on
t prior
to backfil
ENVIRONMENTAL HEALTH APPROVAL: ° t DATE: O z j p
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 CAUSE FOR 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: 1440 SQUAREFEET. via 40 infiltrator units
INSTALLED SEPTIC TANK: 1500 GALLON 165 DEGREES 44 FEET FROM cleanout near garage
SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLY x YES NO
COMPLIANCE WITH COUNTY t STATE REQUIREMENTS: X_ YES _ NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED,
COMMENTS:
ENVIRONMENTAL HEALTH APPROVAL: DATE:AUgUSt 29,1996
ENVIRONMENTAL HEALTH APPROVAL: i DATE:
(RE -INSPECTION IF NECESSARY)
n€
APPLICANT! AGENT:
RETAIN WITH RECEIPT RECORDS
OWNER:
PERMIT FEE PERCOLATION TEST FEE RECEIPT# CHECK#
tSit Plan MUST be attached)
ISDS Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* *
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
**************************************************************************
PROPERTY OWNER: r`' PHONE:
MAILING ADDRESS: ;L3 _sue <, r , 4� s / A, �- .7
APPLICANT/CONTACT PERSON* PHONE: ( )
MAILING ADDRESS:
LICENSED ISDS CONTRACTOR: 7 HIONE: ( )73,2J
COMPANY/DBA: ADDRE 71 �-
a '
17jI
f
PERMIT APPLICATION IS FOR: (� New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit # (if known)
Lie t`
Legal Description: Subdivision: Filing: —Block: Lot No.
Tax Parcel Number: - ' - - Lot Size:. -,r
w
Street Address: 'e Az s 71
***************************************************************************
BUILDIN TYPE: (Check applicable category)
Residential/Single Family
( ) Residential/Multi-Family*
( ) Commercial/Industrial*
TYPE OF -WATER SUPPLY: (Check applicable category)
Well ( Spring ( ) Surface,
( ) Public Na e of Supplier:
Number of Bedrooms 1171-
Number of Bedrooms
Type _-
*These systems re iir*/de88 n byf a Rec stered Professional Engipee
SIGNATURE:
TO BE COMPLETED BY 'THE
AMOUNT PAID: / F-"v\1-
i
Date: 6
Y f
RECEIPT #: DATE:
CHECK #: CASHIER:
Community Development Department
(970)328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
Date: October 4,1995
TO: Strait Excavation Services
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 No. 1533-95 Tax Parcel #2107-044-01-001.
Property Location: Lot B-1, Ute Forest, West Squaw
Creek. Tanser residence.
Enclosed is your ISDS Permit No. 1533-95. 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. Please call
our office well in advance for the final inspection.
Installation must be completed by December 1 for all new
construction for which permits were issued prior to November 15.
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
Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
August 29, 1996
David Tanzer
953 South Frontage Rd.
Vail, CO 81657
RE: Final of ISDS Permit No. 1533-95 Parcel #2107-044-01-001.
Property location: 909 Ute Forest Lane, Edwards, CO.
Dear Mr. Tanzer:
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
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 328-8755.
Sincerely,
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL:Information Brochure
Final ISDS Permit
cc: files
Community Development Department
(970)328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
December 12, 1995
Dear Applicant,
Eaelc County Building
P.O. 13ox 179
500 Broadway
Eagle, Colorado 8 163 1 -0179
The Environmental Health Division would like to notify you to
make a formal request to extend your Individual Sewage Disposal
System(ISDS) Permit the 1996 construction year. The
Environmental Health Division discontinued percolation tests on
November 15, 1995 and final inspections on December 2, 1995 due
to climatic conditions.
ISDS permits are active for 120 days after the date of issue if
no Building Permit has been issued for the same property. If a
Building Permit has been issued for the same property the ISDS
will expire at the same time as the building permit.
If you still plan to apply for a Building Permit this year or in
the early months of 1996 you will need to have a percolation test
conducted before your Building Permit will be released. You will
have to contact a Registered Professional Engineering(RPE) firm
to conduct your percolation test.
If you have had your permit issued and have not had your final
inspection completed, but plan on constructing the system in the
next few weeks, please give our office a call and we will
evaluate your permit on a case by case situation.
Please give the Environmental Health office a call at 328-8755,
if you have any questions regarding your permit extension
process.
cc: ISDS Permit #L533-y5 File
P. O. BOX 5408
VAIL, CO 81658
970-476-6100
FAX.476-6109
December 30, 1995
Ms. Janet Kohl
Eagle County Environmental Health
Eagle County Building
P.O. Box 179
Eagle, CO 81631
RE. ELK RIDGE RANCH SEPTIC PERMIT NO. 1533-95
Dear Janet:
Thank you for your letter of December 12, 1995 informing me that it is necessary
to request an extension on the above permit while we are awaiting the information you
requested from Mr. Robert Strait. Please treat this letter as a request for an extension of
the Individual Sewage Disposal System Permit.
By way of copy of this letter, I have reminded Mr. Strait that the additional
information you requested be furnished at the earliest opportunity. I am forwarding to
him a copy of the cover sheet you faxed to me last week as an qutline of that information.
Please do not hesitate to call should you have any further questions.
DAT/tad
c.c. Mr. Robert Strait
wndivl wplute Wr-sever
Tank
VTank
hot 1-e�— Yl 0
ISDS Final Inspection Uta,vk OZci � ,
Completeness Form ku-LC4� q--�
is gal. Tank Material �,UY1 A
U
is located ft. and lb5 degrees fromlie
(permanent, lap r
Tank is located ft. an
(permanent landmark)
Tank set level. `L Tank lids within 8" of finished grade.
Size of field 1 v 2 _ units42W lineal ft.
Technology
Weanout is installed in between tank and house(+ 1/100ft).
There s a "T".that goes down 14 inches in the inlet and
ou let f the tank. T'^'
et and outlet is Baled with tar tape, rubber gasket
etc. .
L/
Tank has two compartments with the larger compartment
closest to the house.
Measure distancative direction to field.S-IA�
/�
Depth of f i ld 11/2 A 1�ft �)J
Soil interface ed.
Inspection portals at the end of each trench.
Y Pro.per distance to setbacks.
Other 1
• 1
1 e s gcBL: remen s .
Copy form to installer's file if recommendations for
improvement were suggested.
ACTION TAKEN: 'k1d
�i'►'LQ.� `i'0 ..t.I,rl.� -[.� C� b-Tit.f/L
q.- tki 1r
Setbacks C� CA a V aU;tA ¢UU 5
Well Potable V House Property Lake ry&Aanok DP'ain ja_
Water Lines line Stream Gulch
Field 100 25 20 10 50 25 10 10
Tank 50 10 _ 5 10 50 10 * 0
<-, 3
qa 6 — q �2- 15
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Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
October 4, 1995
Strait Excavation
2503 Cisar Ct. #2A
Glenwood Springs,
EAGLE COUNTY, COLORADO
Services, Inc.
CO 81601
RE: Elk Ridge Ranch, Tanser residence.
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
It has come to our attention, that your company has begun
installation of an Individual Sewage Disposal System (ISDS) on the
above referenced property. This particular ISDS has not yet been
permitted for alteration/construction.
4.03.29, Eagle County Land Use Regulations states: "Any person who
commits any of the following acts or violates any of the provisions
of this Article commits a Class I Petty Offense as defined in
Section 18-1-107, C.R.S. 1973 as amended:
1. Constructs, alters, installs, or permits the use of any
individual sewage disposal system without first having applied for
and received a permit as provided in these Regulations
2. 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 or permit...."
Consider this your only warning. Any further violations will be
turned over to the attorney's office for civil and/or criminal
proceedings. If you have any questions, feel free to call me at
328-8755.
Sincerely,
Raymon Mer y,t�;HS
Envir entaHealtY Hager
cc: Keith Montag, Cofununity Development Director
James R. Fritze, Eagle County Attorney
conditioned to within 2 percent of optimum moisture content, and compacted to the
recommended compaction shown in the following table. The recommended compaction
varies for the given use of the fill.
Use of Fill
Recommended Compaction
Percentage of the Standard
Proctor Maximum Dry
Density
(ASTM D-698)
Percentage of the Modified
Proctor Maximum Dry
Density
(ASTM D-1557)
Below Structure Foundations
98
95
Below Slab -On -Grade Floors
95
90
Backfill (Non -Structural)
90
90
We strongly recommend that a representative of our office observe and test the
placement and compaction of structural fill. Fill placed below foundations or slab -on -
grade floors is considered structural. It has been our experience that without engineering
quality assurance, poor construction techniques and habits occur which result in poor
foundation and slab performance.
PERCOLATION TEST
The percolation soil profile pit was dug on May 23, 1995 with a backhoe at the
locations shown on Fig. 2, Locations of Exploratory Test Pits. A field engineer from our
office was on the site to supervise the digging of the percolation soil profile pit and
visually classify and document the subsurface soils and ground water conditions. The
subsurface conditions are shown in Fig. A-1, Log of Percolation Soil Profile.
E
The subsurface conditions encountered within the percolation soil profile pit
consisted of 2 feet of topsoil underlain by a moist to very moist, loose, tan, grey, clayey,
gravelly, sand and silt to a depth of 4 feet. Below 4 feet, to the maximum depth explored
of 6 feet, the subsurface conditions consisted of a moist, hard, tan, grey, weathered
sandstone.
Because bedrock was encountered at a depth of 4 feet below the ground surface,
alternatives to a standard leach field design needs to be considered.
The percolation tests were performed on May 26, 1995 by digging 3 shallow
percolation holes by hand. The location of these holes can be seen in Fig. 2, Locations of
Exploratory Test Pits. The holes were located approximately 30 feet from each other.
The tests were then performed by a representative from our office by filling each hole
with water and allowing the subsurface soils to become saturated. Once the soils were
saturated, the water levels were measured at constant time intervals and percolation rates
were calculated for each interval. The results are shown in Appendix A, Percolation Test
Results. The last column of the table provides the water percolation rate for each time
interval. The water percolation rate varied between 2 to 40 minutes per inch. We
recommend designing the leach field for at least 40 minutes per inch.
LIMITATIONS
Although the exploratory test pits and the percolation holes were located to obtain
a reasonably accurate determination of foundation and leach field conditions, variations
in the subsurface conditions are always possible. Any variations that exist beneath the
site generally become evident during excavation for the structure. A representative from
our office should observe the completed excavation to confirm that the soils are as
indicated by the exploratory test pits and percolation soil profile pit and to verify our
foundation and floor slab recommendations. The placement and compaction of fill, as
well as installation of foundations, should also be observed and tested. The design
criteria and subsurface data presented in this report are valid for 3 years from the date of
this report.
If we can be of further assistance in discussing the contents of this report or in
analyses of proposed structures from a soils and foundation viewpoint, please call.
KOECHLEIN CONSULTING ENGINEERS
By
Scott B. Myers, Engineer ®`eo��
t "Z4 ,
Y _ L l \
Reviewed by C9
William H. Koechlein, P.E., President
'f
12
TP-2 TP-1
1 }
r ` `
/ TP-4 I ` /
TP-3 41
P-1
SCALE: 1 20`
PTP
P-2
Pi
JOB NO. 96-90 FIG. 2
TP-1 TP-2 TP-3 TP-4
APP.EL. 100 APP.EL. 100 APP.EL.95 APP.EL. 97 0
UJ
ti N nI IV
LLl WC=12 (L
W WC=6 U.
LL '-200=8
WC=7 Z
Z 5 5
N ax> F WC=6 d
W-200=13 LU
L- 10 10J
LEGEND:
r~++ TOPSOIL
.,r
GRAVEL,Sandy,Clayey,Boulders,Moist,Medium dense to dense,Black,Orange
*+A SANDSTONE,Weathered,Lenses of clay and silt,Moist,Medium hard,Tan,Red,Grey,Black
DISTURBED SAMPLE. Obtained from backhoe cuttings.
Indicates backhoe refusal.
NOTES:
1. The Exploratory Test Pits were excavated on May 19, 1995 with a backhoe.
2. No free ground water was measured at the time of excavation.
3. The Test Pit Logs are subject to the explanations, limitations and conclusions
as contained in this report.
4. Laboratory Test Results:
WC - Indicates natural moisture content (%)
-200 - Indicates percent passing the No. 200 sieve (%)
5. Elevations of borings are based on a relative elevation of 100 for test
pit TP-1
FIG. 3
JOB NO. 9b-90
�F
PTP
0
.v
N
0
11,
N
w
w
F..
U.
w
w
oneZ�'
Z
5
• 3
`
LL
Z
7
5
a
w
�.
a
w
a
10
10
LEGEND:
N
rV
Nv
TOPSOIL
SAND and
SILT,Gravelly,claye Mo'
Y. ist to
very
moist,Loose,Tan,Grey
SANDSTONE,Weathered,Sandy,Lenses
of
Tan,Red,Grey,Black
clay and
silt,Moist,Medium dense,
NOTES:
1• The Percolation Soil Profile Pit was excavated on May 23, 1995 with
2• No free a backhoe.
ground water was measured at the time of excavation.
3• The Percolation Soil and limitations
Profile Pit is subject to the explanations, conclusions as contained in this report.
LOCATION OF PERCOLATION SOIL PROFILE
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
OF
HOLE
INCHES
TIME
ELAPSED
TIME
INTERVAL
MINUTES
DEPTH TO
WATER
START OF TIME
INTERVAL
INCHES
DEPTH TO
WATER
END OF TIME
INTERVAL
INCHES
CHANGE
IN
WATER
DEPTH
INCHES
PERC
RATE
MIN/INCH
K0ECHLBNCONSULTING ENGINEERS
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
OF
HOLE
INCHES
TIME
ELAPSED
TIME
INTERVAL
MINUTES
DEPTH TO
WATER
START OFTIME
INTERVAL
INCHES
DEPTH TO
WATER
END OFTIME
INTERVAL
INCHES
CHANGE
IN
WATER
DEPTH
INCHES
PERC
RATE
MIN/INCH
P-2
40
----
10
20
24
4
2.5
24
26
2
5
26
29
29
31
2
5
31
32 1/2
1.5
6.7
32 1/2
34
1.5
6.7
34
34 5/8
.625
16
34 5/8
35 1/8
.5
20
35 1/8
35 3/4
.625
16
35 3/4
36 3/8
.625
16
36 3/8
37
.625
16
KOECHLEIN CONSULTING ENGINEERS
D
D
D
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
OF
HOLE
INCHES
TIME
ELAPSED
TIME
INTERVAL
MINUTES
DEPTH TO
WATER
START OFTIME
INTERVAL
INCHES
DEPTH TO
WATER
EN , D OF TIME
INTERVAL
INCHES
CHANGE
IN
WATER
DEPTH
INCHES
PERC
RATE
MIN/INCH
P-3
28
----
10
7
10
3
3.3
10
13
3
3.3
13
15
2
15
16
1
10
16
16 1/2
.5
20
16 1/2
17
.5
20
17
17 1/2
.5
20
17 1/2
17 3/4
.25
40
17 3/4
18 1/8
.375
27
18 1/8
18 3/8
.25
40
18 3/8
18 5/8
.25
40
0
KOECHLEIN CONSULTING ENGINEERS
P
777
A
m
