HomeMy WebLinkAbout90 Lilttle Pinon Dr - 246502301009ISDS Permit
Building Permit # alyq
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
P.O. BOX 179
EAGLE, CO 81631
328-8755/927-3823(Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.0
PROPERTY OWNER: 111-vj7W1*wj1-1 /V-1 'P� ie c-:V i=
MAILING ADDRESS: 0 G- 4777 7f--ro
\/OV�L C-6 PHONE: lwec-
APPLICANT/CONTACT PERSON: PHONE:
LICENSED SYSTEMS CONTRACTOR: [,j c0 C- 0 (`T 141 -713
17—
ADDRESS: 1,4 J
PHONE: 7/
PERMIT APPLICATION IS FOR: (A NEW INSTALLATION ALTERATION REPAI-
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: Lo-r- 9 4 -,4 jv9,4 _j - F- - S � -(7) A --f E -�
Parcel Number: c?"qL5- - oo CIO-j_L o t s i z e: 61 P, cf;�(11
Physical Address: L P/xj/zv�Wla�
BUILDING TYPE: (Check applicable category)
(',<)Residential / Single Family Number of Bedrooms
Residential / Multi -Family* Number of Bedrooms
Commercial / Industrial* Type
TYPE OF WATER SUPPLY:
Well (X) Spring ( ) Surface
Public ( ) Name of Supplier:___
*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:
-17
AMOUNT PAID: --RECEIPT# DATE: `7 zq`3 - 2�
CHECK #— CASHIER:—.
�:OMMLINITI DE1'ELOPMENT
DEPARTMENT
(3031 3-3-9730
DATE:
TO:
T.e�
500 BROADWAY
P.O. BOX 179
EAGLE. �:OLORADO 31 b3 1
FAX (303) 323-7207
EAGLE COUNTY, COLORADO
October 13, 1993
Joe Weinreis, J. W. Earthmoving Ent, Inc.
Environmental Health Division
RE: Issuance of Individual Sewage Disposal System
Permit No.:1283 Parcel #:2465-023-01-009
Property Located at: 0090 Little Pinion Dr.
Enclosed is your ISDS Permit No. 1283 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. The final
inspection is to be done before any portion of the installed
system is covered. The deadline for the final inspections done
by Eagle County Environmental. Health is December 1. Systems
designed by a Registered Professional Engineer must be certified
by the Engineer indicating that the system was installed as
specified. Eagle County does not perform final inspections on
engineer designed systems.
Be aware that the specifications on the permit are minimum
requirements only. Installers should bring this to the attention
of the property owner.
This permit does not indicate conformance with other Eagle
county requirements.
If you have any questions, please feel free to contact us at
328-8755.
cc: file
i�lf �.R1\1f'�I
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EAGLE COUNTY, COLORADO
November 24, 1993
Anthony Brevetti
P.O. Box 504
Snowmass, CO 81659
;00 RRO\hA A4
G\6LF. �:0101,AP0 6, 1
F\\ 1101 17i -20-
RE: Final of ISDS Permit No.1283-93 Parcel #2465-023-01-009
Property located at: 0090 Little Pinion Dr., El Jebel
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 dwelling 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,
Tania M. Busch -Weak R.E.H.S.
Environmental Health Specialist
ENCL: Information Brochure
Final ISDS Permit
SOILS AND FOUNDATION INVESTIGATION
BRIVE7n RESIDENCE
0090 Little Pinon Drive
aka Lot 9, Lower J Subdivision
Eagle County, Colorado
Job No. GS-1176
234 CENTER DRIVE
FIGURE 2 - SUMMARY LOGS OF TEST PITS
FIGURE 3 - DISTRIBUTION OF PRESSURE BELOW FOOTINGS
FIGURE 4 - FOUNDATION DRAIN DETAIL
TABLE 1 - SUMMARY OF LABORATORY TEST RESULTS
explored the subsurface conditions at the site to provide foundation recommendations for
site slopes down to Pinon Drive to the northwest with moderate slopes at grades visually
4
develop. Backfiii placed adjacent to foundation walls should be placed in 8 Inch
maximum loose lifts at 2 percent below to 2 percent above optimum moisture content and
compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D
698).
construction details for slabs -on -grade;
1. The undisturbed natural clays and
basement floor and for exterior cone
suitable for slab support and shot
concrete. If fill is required below exter
placed in 8 inch maximum loose lift
above optimum moisture content and
standard Proctor maximum dry densil
2. Slabs should be separated from
members. Vertical movement of the
3. Plumbing below the slabs should b
should be moisture treated and coml
4. Frequent control joints should be I
Institute (ACI) recommends maximul
control cracking.
The above precautions will not prevent movements
below become wet. They tend to reduce potential d
e subgrade for the
rganic soils are not
:from under -slab
3s, the fill should be
Wow to 2 percent
t least 95 percent of
I,
id interior bearing
t be restricted;
d. Trench backfill
5
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LEGEND
Test pit location
Percolation test pit
Job No. GS-1 176
P,
❑ P-2
PROPOSED BUILDING
k -- TP-2
mal
FOOTPRINT
1 301
LOCATION OF TEST PITS
F-
W
W
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W
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w
TP-1 TP-2 P-1
EL=100 EL=94 EL=90
100
90
00
.00
85
m
fi�TaT..l�l'1
Jil
s 7
VISHIMUS1,619
s
•
SQUARE COLUMN FOOTING
Pi = B2 P2= P
cB+p)a
DISTRIBUTION -Of PRESSURE
RIZI
JOB NO. GS-1176 FIG. '3
10,
m
8ACnF|L L
ENCASE PIPE IN WASHED 3/4 INCH
TO NO. * CONCRETE AGGREGATE
WITH A MAXIMUM OF 3 PERCENT
PASSING T*E^N0. coO 8/EvE' \
M|HAF| 1*V
OR EOV*L'
DRAIN SHOULD BE AT LE
-AST
4 INCHES BELOW BOTTOM
OF FOOTING AT THE HIGHEST
POINT AND SLOPE DOWNWARD
TO A POSITIVE GRAVITY
OUTLET OR A SUMP WHERE
WATER CAN BE REMOVED BY
BELOW -GRADE WALL
-REINFORCING STEEL
PROVIDE POSITIVE SLIP
A TO,pImr_��
-
/c
'
MIN. �~ PROVIDE PC SHEETING GLUED
~TO FOUNDATION WALL TO REDUCE
| �~
MOISTURE PENETRATION.
4 INCH DIAMETER PERFORATED �
DRAIN P/PE.THE DRAIN LINE SHOULD
BE LAID ON x SLOPE HawG|mG
BETWEEN 1/8 |wC* AND 1/* INCH
DROP PER pOQr OF*DnA|m.
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0-30,75
A. GENGARO & ASSOCIATES, INC.
155 SOUTH MADISON,TR-ET
SUI rE 300
DEN VER, COLORADO 80209