HomeMy WebLinkAbout255 Litle Pinon - 246502301011INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
i • Broadway e E. •Colorado 81631
Telephone: i or ' or i
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1068
Please call for final inspection before covering any portion of installed system.
Eric and Terry Brucker 927-3223
OWNER: PHONE:
MAILING ADDRESS: 0255 Little Pinon, Basalt, CO 81621
AGENT: PHONE:
SYSTEMLOCATION: 0255 Little Pinon/Lot 13 Laura J Subdivision
LICENSED INSTALLER: Eric Brucker LICENSE NO. 31-91
DESIGN ENGINEER OF SYSTEM:
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1250 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 986 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Place inspection portals at end of each line. 340 lineal ft of
10" SB2, 200 lineal ft. (32 units) infiltrator
ENVIRONMENTAL HEALTH OFFICER s DATE:
CONDITIONS: j
1. ALL INSTALLATIONS MUST COMPLY WITH ALL RE OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25.10-104, C.R.S. 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. SECTION Ill, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM
TO BE LICENSED ACCORDING TO THE REGULATIONS.
FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED
PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
a'+
INSTALLED ABSORPTION OR DISPERSAL AREA: `375 SQUARE FEET. �}tt
INSTALLED SEPTIC TANK: GALLONS 1DEGREES FEET
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
Q
PROPER MATERIALS AND ASSEMBLY ° YES NO
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYS EM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
,a
COMMENTS:
ENVIRONMENTAL HEALTH OFFICER: " DATE: f
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANT/AGENT:
OWNER:
AMOUNT PAID: RECEIPT #: CHECK #: CASHIER:
ISDS Permit #
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
P.O. BOX 179
EAGLE, CO 81631
328-8730/927-3823(Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00
WMEMMARIMSMF
MAILING ADDRESS: 9,? s- 5- 4 i 9�/P_/PHONE: 7 - _70- z -3
1
APPLICANT/CONTACT PERSON: PHONE: 223- 65-36-
LICENSED SYSTEMS CONTRACTOR: Srllll�'_
ADDRESS: PHONE:
PERMIT APPLICATION IS FOR: (/W4 NEW INSTALLATION ALTERATION REPAIR -
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:,
Legal Description: I_o-y-
Parcel Number: .7-b Lot size:- Physical Address:
BUILDING TYPE: - * (Check
Residential /
Residential /
Commercial
HOT TUB
WATER CONSERVATION PLAN:
TYPE OF WATER SUPPLY:
Give depth of all
applicable category)
single Family Number of Bedrooms__
Multi -Family* Number of Bedrooms
Industrial* Type
Yes No (0<)
Yes No (�{)
well spring ( ) Surface
Public Name of Supplier:
wells within 200 feet of system: 21e,4d,
*These systems require design by a Registered Professional Engineer
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
SIGNATURE:
DATE:
AMOUNT PAID• RECEIPT
CHECK
TIME LOG
Travel Perc Final
&0 C)
DATE:
CASHIER:
Application
2
PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT.
OWNER:
LEGAL DESCRIPTION- j 13
MAILING ADDRESS:..
TYPE OF DWELLING:- C NUMBER OF BEDROOMS_*��*
TEST HOLES PRE-SOAKED: YES- NO
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PERC RATE: MINIMUM SEPTIC TANK SIZE:
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MINIMUM LEACH FIELD SIZE:
COMMENTS: �6t
qO 2 2-0 0 1,
32-, Lh
PERC TEST DONE BY:
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rev. 6/90ks
ealth officer
DATE: �" // , � ,
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
EAGLE COUNTY, COLORADO
July 15, 1991
Eric and Terry Brucker
0255 Little Pinon
Basalt, CO 81621
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328-7207
RE: Issuance of Individual Sewage Disposal System Permit
No. 1068
Dear Mr. and Mrs. Brucker:
Enclosed is your ISDS Permit No. 1068. The enclosed copy of the
permit must be posted at the installation site. You must call
our office for final inspection before covering any portion of
the installed system; the deadline for final inspections is
December I.
If you have any questions, please feel free to contact us at the
following numbers depending on your calling area: Eagle Valley
328-8730; Basalt/El Jebel 927-3823, ext. 730.
Sincerely, -
— -- ---- / v 1 /111 / -51 - -�-
Raymond P. Merry, R. S.
Environmental HealtY officer
Community Development
RPM: ckc
Enclosure
cc: ISDS File
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 3 2 8-8 730
-EAGLE COUINITY, COLORADO I
September 12, 1991
Eric and Terry Brucker
0255 Little Pinon
Basalt, CO 81621
RE: Final of ISDS Permit No. 1068
Dear Mr. and Mrs. Brucker:
500 BROADWAY
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328-7207
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. Also enclosed are informational sheets
regarding the care of your septic system.
If you have any questions regarding this permit, please contact
the Eagle County Environmental Health Division, P.O. Box 179,
Eagle, Colorado 81631. We can also be reached, depending on your
calling area, at the following numbers: Eagle Valley 328-8730;
Basalt/El Jebel 927-3823.
Sincerely,
C. Kelley Carhart
office Assistant
ckc
Encl: Informational Sheets
Final ISDS Permit
cc: Chrono File
ISDS File
Building Permit File
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
SOILS AND FOUNDATION INVESTiIION
PROPOSED BRUCKER RES ENCE
LOT 13, LAURA J. ESTATES IVISION
BASALT, COLORAD
Eric Brucker
255 Little Pinion
Basalt, CO 81621
Prepared For:
Mr. Eric Brucker
0132 Park Avenue
Basalt, Colorado 81621
Job Ho. 17,?13 July 4, 1 °? I
TABLE OF CONTENTS
SCOPE I
SUMMARY OF CONCLUSIONS I
SITE CONDITIONS 2
PROPOSED CONSTRUCTION 2
SUBSURFACE CONDITIONS 2
FOUNDATION 3
FLOOR SLABS & EXTERIOR CONCRETE FLATWORK 4
BASEMENT CONSTRUCTION S
SURFACE DRAINAGE 6
LIMITATIONS 6
FIG. I - VICINIGY MAP & LOCATIONS OF EXPLORATORY . 0 I GS
FIG. 2 - LOGS OF EXPLORATORY BORINGS 01"
FIG. 3 - SWELL -CONSOLIDATION TEST RESULTS
FIG. 4 - EXTERIOR FOUNDATION WALL DRAIN
SCOPE
This report presents the results of our soils and foundation investigation for
the proposed Brucker Residence to be constructed on Lot 13, Laura J. Estates
Subdivision in Basalt, Colorado. We explored the subsurface conditions at the site
to provide foundation recommendations for the proposed residence. This report
includes a description of the subsurface conditions found in our exploratory
borings, recommended foundations and geotechnical criteria for details influenced
by the subsoils. The report was prepared from data developed during our field
exploration, laboratory testing, engineering analysis and our exper.e with
similar conditions. A summary of our conclusions is presented belraw-,,. • >
fir
SUMMARY OF CONCLUSIONS
I. Subsoils found in our exploratory borings consisted of 7 to 8.5 feet of
silty and sandy clays overlying 4 and 2.5 feet of clays mixed with
gravels underlain by gravelly, cobbly sand. The upper 5 feet of the
sandy clays were porous and compressed when tested in the laboratory.
2. No free groundwater was encountered in our borings at the time of
drilling.
3. The proposed residence should be founded with spread footings bearing
on the clays mixed with gravels designed for a soil bearing pressure of
3,000 psf. If porous sandy clays are found beneath footings, they should
be removed and the footings lowered to the clays mixed with gravels.
4. Slabs -on -grade can bear on natural soils.
5. Surface shaping should cause runoff of surface water away from the
proposed residence.
SITE CONDITIONS
The Laura J. Estates Subdivision is located on the west facing hills that form
the Roaring Fork Valley about 3/4 mile west of Basalt, Colorado. Single-family
residential structures had been built on approximately one-half of the lots.
Access was on the aggregate surfaced Big Pinion Road from Highway 82.
Lot 13 consisted of a comparatively level area near Little Pinion. Drive and
gentle to moderate grades from the north to the south usually estim -- Ilk
at
between S and IS percent. Vegetation included major pinion and cedcTI- 4es and
native grasses, flowers and weeds.
Cw�
PROPOSED CONSTRUCTION
The proposed residence will be a two-story wood -frame structure with a
walk -out basement to the south. The residence will have an attached garage in
the northern portion. The floor elevation of the garage will be at 103.3. The
lower level floor elevation will be at 97. Approximately 7 to 9 feet of excavation
for the basement is anticipated. Based on our experience, the foundation loads
are anticipated to vary from 1,000 to 3,000 pounds per lineal foot of foundation
wall. A deck will be constructed to the west of the house.
SUBSURFACE CONDITIONS
Two exploratory borings were drilled with a 4-inch diameter continuous
flight power auger at the locations shown on Fig. I to investigate subsurface
conditions. Drilled .vas directed by our personnel :vho logged the soils and
obtained samples. Summary logs of the soils found in our borings, results of field
penetration resistance tests, and a portion of iaborator-/ test data are presented
on Fig. 2.
The subsoils found in our borings consisted of 7 and 8.5 feet of silty and
sandy clays overlying clays mixed with gravels underlain by gravelly, cobbly sands
to the maximum depth explored of 14 and 13.5 feet. The presence of cobbles
caused the drill rig refusal at depths of 13.5 and 14 feet. The upper 5 feet of sandy
clays were porous. The porous sandy clays may compress significantly when
wetted under footings. Laboratory test results indicated the sandy clay samples
tested had liquid limits of 28 percent and plasticity indices of 5 to 6 percent and
contained approximately 84 percent silt and clay size particles (passing the No.
200 sieve). A one-dimensional, swell -consolidation test was performed sandy
clay sample and test results are shown on Fig. 3. No free groun7ater was
encountered in our borings at the time of drilling:
FOUNDATION
Our investigations indicated the upper 5 feet of sandy clays were porous.
The porous sandy clays will compress under footing loads when wetted. In our
opinion, the residence should be founded with spread footings bearing on the clays
mixed with gravels below the sandy porous clays. The porous sandy clays should
be removed beneath footings and the footings lowered to the clays mixed with
gravels. We recommend the following design and construction criteria for spread
footings.
I. Footings should bear on the clays mixed with gravels below the sandy
porous clays. Material loosened during the excavation or forming
process should be removed from footing areas prior to placing
concrete.
-3-
2. Footings can be designed for a maximum soil bearing pressure of
3,000 psf.
3. Continuous foundation walls should be reinforced, top and bottom, to
span loose soil pockets. We recommend provision of sufficient
reinforcement to simply span and unsupported distance of 10 feet with
at least two continuous No. 5 bars in the top and bottom of all
foundation walls.
4. Minimum footings sizes are desirable. We suggest a minimum width of
16 inches for continuous footings and at least 2 feet by 2 feet for
isolated column pads. Larger sizes may be required based on the
structural loads.
5. The soils under exterior footings should be protected from freezing.
The depth normally assumed for frost protection in the Basalt area is 36
inches.
6. The foundation excavation should be inspected by a representative of
our firm to confirm subsurface conditions are as anticipated from our
borings.
FLOOR SLABS AND EXTERIOR CONCRE TE 2FLATWORK
Slabs -on -grade are anticipated in tasement, garage, driveway and
exterior walkway areas. Slabs -on -grade may bear on the natural soils. We
recommend the following design and construction criteria for slab -on -grade
construction.
I. Subgrades for supporting slabs -on -grade should be compacted prior to
pouring the slabs.
2. Slabs should be separated from exterior walls and interior bearing
members with a joint which allows free vertical movement of the slab.
3. Plumbing under the floor slab should be pressure tested. Plumbing and
utilities which pass through the slabs should be isolated from the slab.
4. Foundation wall and trench backfill should be compacted to 9/0 percent
of ASTM D 698 maximurn dry density.
5. Frequent control joints should be provided. The American Concrete
Institute (ACO recommends minimum joint spacing of 15 to 20 feet to
control cracking.
-4-
6. Exterior sidewalk and patio slabs should be reinforced to function as
independent units. Movement of these slabs should not be transmitted
directly to the foundation.
BASEMENT CONSTRUCTION
The basement foundation walls will be subjected to lateral earth pressures.
These walls are restrained and cannot move, therefore, they should be designed
for the "at rest" lateral earth pressure. Assuming the on -site soils are used as
backfill, we recommend using an equivalent fluid density of 50 pcf to calculate
lateral earth pressure. The above equivalent fluid density does not include
allowance for sloping backfill, hydrostatic pressures, live loads and loads from
footings of adjacent structures.
Water from surface runoff or landscaping frequently flows through the
,t.
comparatively permeable backfill placed adjacent to the bas nt foundation
walls and collects on the surface of comparatively impermeable soils occurring at
the bottom of the foundation excavations. This can cause wet or moist basement
conditions after construction. To reduce the accumulation of water, we
recommend provision of a foundation drain. The drain should consist of a 4-inch
diameter open joint or slotted PVC pipe encased in free draining gravel. The drain
should lead to a sump where water can be removed by pumping or to a positive
gravity outlet. Typical foundation drain details are presented on Fig. 4. Backfill
placed adjacent_ to foundation walls should be compacted to at least 90 percent of
standard Proctor maximum dry density (ASTM D 698). The upper 2 feet of
backfill should consist of the more clayey soils found during excavation. This
2-foot layer is to provide a less permeable zone to reduce water infiltration.
SURFACE DRAINAGE
The performance of foundation and concrete flatwork is influenced by the
moisture conditions within the subgrade soils. Overall surface shaping should be
designed to cause rapid runoff of surface water away from the proposed
residence. Planting or landscaping which requires excessive watering should not
be within 10 feet of the residence. We recommend the following precautions be
observed during construction and maintained at all times after the residence is
completed.
4vk
I. Excessive wetting or drying of the open foundation excavatiinhould be
avoided.y
2. Water should not be allowed to pond adjacent he residence.
Landscaping or planting which requires excessive watering should not be
constructed within 10 feet of the residence.
3. Backfill adjacent to the foundation walls should be moistened and
compacted.
4. The top 2 feet of wall backfill should consist of the most clayey soils
found at the site to reduce infiltration of surface water to the
foundation and basement levels.
S. Roof downspouts and drains should discharge well beyond the limits of
all backfill. Splash block and extensions should be provided at all
downspout and discharge points.
LIMITATIONS
Our borings were spaced to obtain a reasonably accurate picture of
foundation soil conditions. Variations in the subsurface conditions not indicated
by our borings are always possible. We should inspect the completed foundation
excavation.
This investigation was conducted in a manner consistent with that level of
core and skill ordinarily exercised by the members of the profession currently
-b-
practicing under similar conditions in the locality of this project.: Ao other
warranty, express or implied, is made. If we can be of f erg service in
discussing the contents of this report or in the analy s 'of the proposed
construction from a geotechnical point of view, please call.
CTUTHOMPSON, INC.
Nan -Ping Hsieh, P. E.
Senior Geotechnical Engineer
Reviewed by:
Frank J. Holliday, P. E.
Principal Engineer
NPH:FJH:dd
(3 copies sent)
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INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. ALTERATION PERMIT NO. 1856-99 BP NO. 12400
OWNER: ERIC & TERRY BRUCKER PHONE: 970-927-9169
MAILING ADDRESS: 0255 LITTLE PINON DRIVE BASALT CO 81621
APPLICANT: SAME PHONE:
SYSTEM LOCATION: 0255 LITTLE PINON DRIVE GARAGE APARTMENT BASALT CO TAX PARCEL NO. 2465-023-01-011
LICENSED INSTALLER: FRYING PAN CONSTRUCTION TAMES HOLTON LICENSE NO. 48-99 PHONE: 970-927-3039
DESIGN ENGINEER: PHONE NO.
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: THESE ARE MINIMUM REQUIREMENTS
750 GALLON SEPTIC TANK 750 SQUARE FEET OF ABSORPTION AREA VIA 24 CHAMBERED UNITS AS REQUESTED
SPECIAL REQUIREMENTS: INSTALL ALONG CONTOUR OF THE SLOPE IN SERIAL DISTRIBUTION IN TRENCHES. WITH A CLEANOUT BETWEEN THE
TANK AND THE GARAGE AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS AND
REMOVE ALL COBBLES LARGER THAN 8" IN DIAMETER. DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH
FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING INSTALLATION. THE
BUILDING CERTIFICATE OF OCCUPANCY WILL jNOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL.
ENVIRONMENTAL HEALTH APPROVAL: DATE: MAY 18 1999
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 WI-HCH 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 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: 750 SQUARE FEET (VIA 24 INFTT,TRATOR TTNTTS )
INSTALLED CONCRETE TANK: 750 GALLONS IS LOCATED 14 0 DEGREES AND _97 FEET FROM TH Ho T�SF___
COMMENTS:
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL '` DATE: JUNE 16, 1999
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
DATE: May 18, 1999
TO: . Frying Pan Construction
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. 1856-99, Tax Parcel
#2465-023-01-011. Property Location: 0255 Little Pinon Drive, Carbondale, CO.,
Brucker garage apartment.
Enclosed is your ISDS Permit No. 1856-99. 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.
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. 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 # 1856-99; ISDS Final Inspection Completeness Form
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
June 16, 1999
Eric & Terry Brucker
0255 Little Pinon Drive
Basalt, CO 81621
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #1856-98, Tax Parcel #2465-023-01-001. Property location: 0255
Little Pinon Drive, Basalt, CO.
Dear Mr. and Mrs. Brucker:
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 # ' ' I Date
ISD�S Final Inspection
Compj teness Form
Tank is gal. Tank Material
Tank is located i ft. and _degrees from ►�
(permanen landmark)
Tank is located ft. and (degrees fromJfl-...
(permanent landmark)
Tank set level. 4 Tank lids within 8" of finished grade.
Size of field �)5D ft2 units lineal ft.
Technology �L� r�Y�
Cleanout is installed in between tank and house(+ 1/100ft).
There is a "T" that goes down 14 inches in the inlet and
outlet of the tank.
_v Inlet and outlet is sealed with tar tape, rubber gasket etc.
Tank has two compartments with the larger compartment closest to the
house.
Measure distance and relative direction to field.
Depth of field t.
Soil interface raked.
---,i Inspection portals at the end of each trench.
---j Proper distance to setbacks.
_ Chambers properly installed as per manufacturers specifications.
(Chambers latched, end plates properly installed, rocks removed from
trenches, etc.)
2 `-
Type of pipe used for building sewer line , leach field
Other
— -- 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
Tank
50
10
5
10
50
10
*
10
CALCULATED BY
DATE
CHECKED 8Y
DATE
Legal Description: I -VI Q Lt
Tax Parcel Number: _
aq(0�3- 61-0"
yslcal Address :gv'�
BUILDI G TYPE: (Check applicable
( Residential/Single Family
Residential/Multi-Family*
( ) Commercial/Industrial*
Incomplete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
ISDS Permit # w(1-2
Building Permit # 00
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:
MAILING ADDRESS: PHONE:
APPLICANT/CONTACT PERSON: PHONE:
LICENSED SYSTEMS CONTRACTOR: e-6<— PHONE:
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PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION k ALTERATION ( ) REPAIR
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TYPE WATER SUPPLY: (Check applicable category)
Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
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SIGNATURE: Date: !�
AMOUNT PAID: _ RECEIPT # : _ DATE: J `�
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Number of Bedrooms
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ENVIRONMENTAL HEALTH SPECIALIST DATE
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Invoice
Date
3/4/2011
Invoice #
5669
Bill To
Michele Peterson
255 Little Pinon Dr.
Basalt, CO 81621
B & R Septic Service, Inc.
0603 Handy Drive
Carbondale, CO 81623
P.O. No.Terms
Due on receipt
Project
Thank you for your business.
(970) 963-3814 (970) 963-6070 Total(970) 920-2059
Aspen FaxCarbondale
Rooter & Jetting Service
Video Inspection Service
DescriptionQuantity Rate Amount
Pump septic tank @ 0255 Little Pinon Dr.1,250 0.24 300.00
Dump Fee1,250 0.15 187.50
Sales Tax 3.90% 0.00
$487.50
Invoice
Date
2/6/2015
Invoice #
12541
Bill To
Michele Peterson
255 Little Pinon Dr.
Basalt, CO 81621
B & R Septic Service, Inc.
0603 Handy Drive
Carbondale, CO 81623
P.O. No.Terms
Due on receipt
Project
Thank you for your business.
(970) 963-3814 (970) 963-6070 Total(970) 920-2059
Aspen FaxCarbondale
Rooter & Jetting Service
Video Inspection Service
DescriptionQuantity Rate Amount
Pump septic tanks @ house (1250 gal) & garage (1000 gal.)2,250 0.24 540.00
Dump Fee - Garfield County Landfill2,250 0.30 675.00
Sales Tax 4.90% 0.00
$1,215.00