HomeMy WebLinkAbout326 Knight Rd - 246701301007INDIVIDUAL 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. PERMIT NO. 2093-01 BP NO. 13 7 7 3
OWNER: KENNY SMITH PHONE: 970-920-6886
MAILING ADDRESS: P.O. BOX 11334, ASPEN, CO 81612
APPLICANT: SAME PHONE:
SYSTEM LOCATION: 36 KNIGHT ROAD, BASALT, CO TAX PARCEL NO. 2467-013-01-007
LICENSED INSTALLER: DORAIS EXCAVATING, BILL DORAIS LICENSE NO. 20-01 PHONE: 970-963-2670
SOILS ENGINEER: HEPWORTH-PAWLACK GEOTECHNICAL, INC. PHONE NO. 970-945-7988
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE
1250 GALLON SEPTIC TANK, 1395 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 45 INFILTRATOR UNITS AS REQUESTED BY OWNER.
SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN THREE TRENCHES, WITH FIFTEEN UNITS PER TRENCH, INSPECTION PORTALS IN
EACH TRENCH, AND A CLEANOUT BETWEEN THE TANK AND THE HOUSE. INSTALL THE CHAMBERS AS SHALLOW AS POSSIBLE TO KEEP THEM
WITHIN TWELVE INCHES OF EXISTING GRADE, AND DO NOT BACK FILL WITH ANY ROCKS LARGER THAN EIGHT INCHES IN DIAMETER. RAKE ALL
TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE
SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART
OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL
NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HASlIkEEN INS C D APPROVED.
ENVIRONMENTAL HEALTH APPROVAL: DATE: MAY 18, 2001
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: 13 9 5 SQUARE FEET (VIA 45 INFILTRATOR UNITS )
INSTALLED CONCRPXT15,-: 1 500 GALLONS IS LOCATED 90 DEGREES AND 22 FEET INCHES
FROM THE HOUSE FOUNDATION.
COMMENTS: THE FINAL INSPECTION WAS DONE BY WILLIAM CARLSON ON SEPTEMBER 20,2001.
THE TANK FOR THIS SYSTEM IS LARGE ENOUGH FOR A 5 BEDROOM RESIDENCE, BUT THE
LEACH FIELD IS ONLY LARGE ENOUGH TO ACCOMMODATE A 4 BEDROOM RESIDENCE.
ANY ITEM NOT MEETING REQUIREMENTS WIL B E ED INAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL DATE: SEPTEMBER 26, 2001
Incomplete Applications Will NOT Be Accepted
,(Site Plan MUST be attached)
ISDS Permit #
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 (El Jebel)
**************************************************************************
* FEE SCHEDULE
* PERMIT APPLICATION FEE '$150.00 PERCOLATION TEST FEE $200.00
* SIZING AND SITE VISIT FEE $85.00 (WHEN ENVIRONMENTAL HEALTH SIZES THE
* SYSTEM USING YOUR SOILS REPORT)
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER:�.h�
MAILING ADDRESS: r�a� i L�
APPLICANT/CONTACT PERSON:
LICENSED SYSTEMS CONTRACTOR:
COMPANY/DBA: 10af4"► s C-9cnv 1og ADDRESS:
PHONE: i .' 0 9j 0 � %lb
PHONE: gab %VY6-
PHONE: f16� 9670
P: �'. fox S`)/ &1A.A.'L ty y/03
ko
PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: Scy ei, Cc s i fe G Y—P Tct
Tax Parcel Number:
Physical Address:
KVk i U kT iZQI�IA
La �2
Lot Size: �0 C� ) (ib-0
BUILD TYPE: (Check applicable category)
LX) Residential/Single Family Number of Bedrooms
( ) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type
*These systems require design by a Registered Professional Engineer
TYPE F WATER SUPPLY: (Check applicable category)
Well ( ) Spring ( ) Surface
( ) Public Name of Suppl er :
APPLICANT SIGNATURE: � Date:
'A
***************************************************************************
AMOUNT PAID: RECEIPT # : ��1 DATE:
CHECK #: fA CASHIER: r% lylnAJ,
st, &-
y
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
September 26, 2001
Kenny Smith
P.O. Box 11334
Aspen, CO 81612
EAGLE COUNTY, COLORADO
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #2093-01, Tax Parcel #2467-013-01-007. Property
location: 36 Knight Road, Basalt, CO.
Dear Mr. Smith:
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,
a
Janet Kohl
Eagle County Environmental Health Department
ENCL: Informational Brochure
Final ISDS Permit
cc: files
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
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
DATE: May 18, 2001
TO: Dorais Excavating
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit #2093-01, Tax Parcel
#2467-013-01-007. Property Location: 36 Knight Road, Basalt, CO., Smith
residence.
Enclosed is your ISDS Permit 92093-01. It is valid for 120 days. The enclosedcopy. 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
$47.00 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 # 2093-01; ISDS Final Inspection Completeness Form
Laura Fawcett 5/1/2001
Bill Carlson
Eagle County
Department of Community Development
P.O. Box 179
500 Broadway
Eagle, CO
81631
Dear Laura and Bill,
Here is my long awaited application for my septic system. Thank you both very much
for being soo helpful with my questions leading up to this application. Please be assured
that all of my preliminary investigations were done in the spirit of trying to be efficient,
and to be sure that I was following proper procedure. I have included a fee for the extra
site visit you made to my lot.
I have included a drawn site plan as well as a topographic survey of the site. I hope all
the necessary information is in place. Please note that I have indicated 2 possible sites
for the leach field. The excavator said that, depending on your official sizing of the leach
field based on the perc test and soil profile results provided, we may not have enough
room to do the whole leach filed above the old foundation hole identified on both site
plans. I guess we will make that determination when we get the sizing information from
you.
Please call me with any questions.
Thanks Again,
Sincerely,
!. U
Kenny Smith
920-6886
379-9194
. _ Go otech
April 18, 2001
Ken Smith
P.O. Box 11334
Aspen, Colorado 81612
Hepworth-Pawlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax:970-945-8454
hpgeo@hpgeotech.00m
Job No. 101 218
Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed
Residence, 0036 Knight Road, Eagle County, Colorado
Dear Mr. Smith:
As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and
percolation test for foundation and septic disposal designs at the subject site. The study
was conducted in accordance with our agreement for geotechnical engineering services
to you dated March 19, 2001. The data obtained and our recommendations based on
the proposed construction and subsurface conditions encountered are presented in this
report. Evaluation of potential geologic hazard impacts on the site are beyond the scope
of this study.
Proposed Construction: The proposed residence will be a two story wood frame
structure above a walkout basement level and located on the site in the area shown on
Fig. 1. Ground floor is proposed to be slab -on -grade. Cut depths are expected to range
between about 3 to 10 feet. Foundation loadings for this type of construction are
assumed to be relatively light and typical of the proposed type of construction. The
septic disposal system is proposed to be located downhill and west of the building site.
If building conditions or foundation loadings are significantly different from those
described above, we should be notified to re-evaluate the recommendations presented in
this report.
Site Conditions: The site is located uphill of the cul-de-sac of Knight Road. The
ground surface in the building area is moderately steep down to the south. The lot is
vegetated with grass, weeds and scattered sage brush. Cobbles and boulders are
exposed on the ground surface.
Subsurface Conditions: The subsurface conditions at the site were evaluated by
excavating two exploratory pits in the building and septic disposal areas at the
approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2.
PIT 1
ELEV.= 1014'
PIT 2
ELEV.= 1022'
0
m
a�
5
L_
Q
N
O
10
LEGEND:
WC=9.7
�•o.
DD=98
'-
Off•
—20D=45
}
WC-5.8
•, =
DD=87
+4-52
-200=27
TOPSOIL; sandy silt and clay, organic, loose, moist, dark brown.
0
iv
LL-
5
L_
d
m
0
10
�,. GRAVEL (GM); sand and silt matrix, with scattered cobbles, medium dense, moist, reddish brown.
SANDSTONE BEDROCK; weathered to hard, moist. reddish brown.
2" Diameter hand driven liner sample.
Disturbed bulk sample.
_ J
FPractical refusal to digging with backhoe on hard sandstone.
NOTES:
1. Exploratory pits were excavated on March 28, 2001 with a Cat 416c backhoe.
2. Locations of exploratory pits were measured approximately by pacing from features on the site plan
provided.
3. Elevations of the exploratory pits were obtained by interpolation between contours on the site plan
provided.
4. The exploratory pit locations and elevations should be considered accurate only to the degree implied
by the method used.
5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries
between material types and transitions may be gradual.
6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may
occur with time.
7. Laboratory Testing Results:
WC = Water Content ( % )
DD = Dry Density ( pcf )
+4 = Percent retained on No. 4 sieve
—200 = Percent passing No. 200 sieve
LL = Liquid Limit ( % )
Pl = Plasticity Index ( % )
1 101 218 I GEOWECC NICAL,W C. I LOGS OF EXPLORATORY PITS I Fig. 2 I
Moisture Content = 5.8 percent
Dry Density = 87 pcf
Sample of: Sandy Silt Matrix
From: Pit 1 at 4 Feet
0
1
Compression
upon
2 wetting
3
c
0
m
m 4
a
E
0
U
5
6
7
8
9
10
11
0.1 1.0 10 100
APPLIED PRESSURE — ksf
101 218 HEPWORTH—PAWLAK SWELL CONSOLIDATION TEST RESULTS Fig. 3
GEOTECHNICAL, INC.
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HEPWORTH-PAWLAK GEOTECHNICAL, INC.
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TABLE II
PERCOLATION TEST RESULTS JOB NO. 101 218
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MIN./INCH)
P-1
57
15
7 '/2
6 '/a
1 '/a
15
6 '/4
5 '/2
%
5 '/2
4 '/2
1
4 '/2
3 '/2
1
3 '/2
2 '/2
1
2 '/2
1 '/2
1
1 '/2
'/z
1
P-2
45
15
7
6
1
30
6
5 '/4
%
5 '/4
4 '/2
%
4 '/2
4
'/2
4
3 '/4
%
3 '/4
2 %
'/2
2 %
2 '/4
'/2
2 %
1 %
'/2
P-3
43
15
7
6
1
30
6
5 '/2
'/2
5 '/2
5
'/2
5
4 '/2
'/2
4 '/2
4
'/2
4
3 '/2
'/2
3 '/2
3
'/2
3
2 '/2
'/2
Note: Percolation tests were performed in hand dug holes on March 29 that were soaked on
March 28, 2001 . The last three readings were used to determine the average percolation
rate.
ev2� C�sC�•z� �'i�tj��
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ISDS Permit # 2a 12) _ d
Date
1=9 Final Inspection '
QWleteness Form
Tank is o gal. Tank Material C m
Tank. is located �-- ft. and 12degrees froms�= %N�raJ
tpe:..amt laa�ar►c►
Tank is located ft. and degrees from
►pezumm at l.n6mmk►
e
Tank set level. 141a' Tank lids within 8" of finished grade.
Size of field i3�ft2 e/5 units lineal ft.
Technology .J--a� ►'%' / e x".� r d
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:
^Inlet. and outlet is sealed with tar• -,tape; rubber gasket tc.
-10`*'- TaLnk Chas two --.compartments with the.,• eieg n;,cQ artment closest to
house.
.Meaatare: distance and relative direcic
Depth of field.? ft.
Soil interface raked.
-f-Inspection portals at the .end of each trench..
Proper distance to setbacks.
-f 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 S leach field
Other
-Inspection meets requirements.
Copy form to installer's file if recommendations for improvement were
suggested. %%
ACTION TAKEN: Afp r6,s 9--
Setbacks
Well Potable House Property Lake Dry Tank Drain
Water Lines line Stream Gulch .
Field 100 25 20 10 50 25 10 10
50 10 5 10 50 10 * 10
- EAGLE- -E8i NT-Y-�W: REALTH
P.O. BOX 179
EAGLE, CO 81631
JOB
SHEET NO. I OF
CALCULATED BY.
DATE
CHECKED BY DATE 5 - ze-1-13/
2093-01 Tax #2467-013-01-007
JOB NAME_ Lot #4, Seven Castles SMITH
Filing# 1
JOB NO. 0 _ % 3
LOCATION
BILL TO
DATE S ARTED
DATE COMPLETED
DATE BILLED
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JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
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0
ti
0-'l
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c,
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 2/8 JOB FOLDER Printed in U.SAa