HomeMy WebLinkAbout6306 Bellyache Ridge Rd - 210704101003INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway u Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1710-97 BP NO. 11313
OWNER: EILEEN CLUNE PHONE: (312) 625-1112
MAILING ADDRESS: 161 EAST CHICAGO AVE., CHICAGO, IL
APPLICANT: JOHN SEIPEL PHONE: (970) 328-7220
SYSTEM LOCATION: 6306 BELLYACHE RIDGE ROAD, WOLCOTT, CO TAX PARCEL NO. 2107-041-01-003
LICENSED INSTALLER: JOHN D. SEIPEL CONSTRUCTION, JOHN SEIPEL LICENSE NO. 41-97
DESIGN ENGINEER: KOECHLEIN ENGINEERING FOR PERCOLATION TEST ONLY. PHONE NO.
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK 844 SQUARE FEET OF TRENCH AREA VIA 27 INFILTRATOR UNITS AS REQUESTED BY INSTALLER
SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE
AND INSPECTION PORTS IN EACH TRENCH. CONFIRM FOUR (4) FT SEPARATION TO BEDROCK AT INSTALLATION AND PIPE AROUND ANY
LARGE ROCKS ENCOUNTERED. DO NOT BACKFILL WITH ANY COBBLES LARGER THAN 8" IN DIAMETER CALL THE COUNTY FOR FINAL
INSPECTION PRIOR TO BACKFILLING ANY PART OF THE INSTALLATION. OR WITH ANY QUESTIONS REGARDING INSTALLATION
ENVIRONMENTAL HEALTH APPROVAL: DATE: JULY 17, 1997
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 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: _844 SQUAREFEET(VIA 27 standard infiltrator units
INSTALLED 2 comp . s en t i cTANK: 1000 GALLONS IS LOCATED 160 DEGREES AND 2 1 ' 9 " FEET FROM
tho rlaannnt_
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: August 4, 1 9977
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. PERMIT NO. 1710-97 BP NO. 11313
OWNER: EILEEN CLUNE PHONE: (312) 625-1112
MAILING ADDRESS: 161 EAST CHICAGO AVE., CHICAGO, IL
APPLICANT: JOHN SEIPEL PHONE: (970) 328-7220
SYSTEM LOCATION: 6306 BELLYACHE RIDGE ROAD, WOLCOTT, CO TAX PARCEL NO. 2107-041-01-003
LICENSED INSTALLER: JOHN D. SEIPE/LCONSTRUCTION, JJOHN�S"EIPEL LICENSE NO. 41-97
l /
DESIGN ENGINEER: C[ C V etayt.t' `V a� 3 �7 " t S PHONE NO.
INSTALLATION HEREBY GRANTED FOR THE FOLLOWIN::'LT �j �� ��5 x lb
( 1 Z-7.�i
C0_ GALLON q, TANK b `I `t SQUAREUFEET OF a IM-!� �ZYC�U LjL+A yt I
SPECIAL REQUIREMENTS:
4 a)i imdCat
jj
1v'\�-
ak"4-i&e &_'VId CST1 O C1 4 A,in1 ( ail CXw4s, 'R!l� 4yta(
--
l aauc-�'t t r�►a a r�t�., c�a.,/�- r�r s v s �c.,.�.,
ENVIRONMENTAL HEALTH APPROVAL: DATE:
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 PERMrr 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 PERMrr 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: SQUARE FEET (VIA )
INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET FROM
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:
h:'ite Plan MUST be attached)
ISDS Permit # l-?/ L9 - ! 7 _
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. 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: 6htP5 ��ONE:
MAILING ADDRESS: ° _ ('L�,t� >, //a,� , . J ,,
APPLICANT/CONTACT PERSON: (i, PHONE: (970 ), 28-72CL
MAILING ADDRESS:
LICENSED ISDS CONTRACTOR: C3 w & �e6ej C-ckSZ, Go, PHONE: (970) 303--72ZO
COMPANY/DBA: 501". ADDRESS: 1Ax 52y eji &
PERMIT APPLICATION IS FOR: (j New Installation ( ) Alteration ( ) Repai:
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit # 03 (if known)
Legal Description: Subdivision: (8e�4,,e v nq'� } Filing: _Block: Lot No.
Tax Parcel Number: - L- �_0 Lot Size: 3j • 7
Street Address:
BUILDING TYPE: (Check applicable category)
(7() Residential/Single Family
( ) Residential/Multi-Family*
( ) Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable category)
()() Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
Number
Number
Type _
of Bedrooms 3
of Bedrooms
*These systems require design by a Registered Professional Engineer
SIGNATURE: Date: 7 8
TO BE COMPLETED BY �E-7� COUNTY
AMOUNT PAID: /, RECEIPT. #: DATE: �` 7
CHECK #: i 1_'�3i CASHIER - /
Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
August 4, 1997
Eileen Chme
161 East Chicago Ave.
Chicago, IL
RE: Final of ISDS Permit No. 1710-97, Tax Parcel #2107-041-01-003.
Property location: 6306 Bellyache Ridge Rd., Wolcott, CO.
Dear Ms. Clune:
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 (970) 328-8755.
Sincerely,
J44�
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL:Informational Brochure
Final ISDS Permit
cc: files
Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
DATE: . July 17, 1997
TO: John Seipel 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. 1710-97, Tax Parcel
#2107-041-01-003. Property Location: 6306 Bellyache Ridge Rd., Wolcott, CO.,
Clune residence.
Enclosed is your ISDS Permit No. 1710-97. 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.
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. Your building permit CO 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
Enclosure: ISDS Final Inspection Completeness Form
il riblAY --do,
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
OF
HOLE
INCHES
TIME
ELAPSED
MINUTES
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
P-3
28
10
10
2.75
5.75
3.00
3.3
20
10
5.75
7.75
2.00
5.0
30
10
7.75
9.75
2.00
5.0
40
10
9.75
11.50
1.75
5.7
50
10
11.50
13.00
$e- (p
60
10
2.00
3.75
1.75
5.7
70
10
3.75
5.00
1.25
8.0
80
10
5.00
6.25
1.25
8.0 +�
90
10
6.25
7.75
1.50
e.
100
10
7.75
8.75
1.00
10.0
110
10
8.75
9.75
1.00
10.0
120
10
9.75
11.00
1.25
8.0 �.
130
10
11.00
12.00
1.00
10.0 /
140
10
12.00
13.25
1.25
8.0
150
10
13.25
14.50
1.25
8.0
160
10
14.50
15.50
1.00
10.0
170
10
15.50
17.00
1.50
IV b
180
10
6.00
7.50
1.50
190
10
7.50
9.00
1.50
200
10
9.00
10.50
1.50
1 �,
Q
JOB NO. 96-347 KOECHLEIN CONSULTING ENGINEERS
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
OF
HOLE
INCHES
TIME
ELAPSED
MINUTES
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
P-2
36
10
10
3.00
6.00
3.00
3.3
20
10
6.00
9.25
3.25
3.1 �
30
10
9.25
12.25
3.00
40
10
2.50
4.75
2.25
4.4 s
50
10
4.75
7.25
2.50
4.0
60
10
7.25
9.50
2.25
4.4
70
10
9.50
12.25
2.75
3.6 .�
80
10
12.25
14.25
2.00
5.0 ✓
90
10
2.75
4.50
1.75
5.7
100
10
4.50
6.50
2.00
5.0
110
10
6.50
8.50
2.00
5.0
120
10
8.50
9.75
1.25
8.0
130
10
9.75
11.25
1.50
6.7 ✓
140
10
11.25
12.75
1.50
6.7
150
10
2.00
3.25
1.25
.8.0
160
10
3.25
4.25
1.00
10.0
170
10
4.25
5.25
1.00
10.0 ,
180
10
5.25
6.25
1.00
10.0
190
10
6.25
7.25
1.00
10.0
200
10
7.25
8.25
1.00
10.0 v
JOB NO 96-347 KOF.CHT.rUN
CONSULTING
ENGINEERS
PERCOLATION TEST RESULTS
I
HOLE
NUMBER
DEPTH
OF
HOLE
INCHES
TIME
ELAPSED
MINUTES
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
P-1
38
10
10
6.00
9.00
3.00In
3.3
20
10
3.00
6.00
3.00
3.3 Ile
30
10
6.00
9.00
3.00
) )
40
10
3.00
5.00
2.00
5.0
50
10
5.00
7.50
2.50
4.0 ✓
60
10
7.50
9.50
2.00
5.0
70
10
9.50
12.00
2.50
4.0
80
10
2.5.0
4.50
2.00
5.0
90
10
4.00
5.50
1.50
6.7
100
10
5.00
6.00
1.00
10.0
110
10
6.00
7.25
1.25
8.0
120
10
7.25
8.25
1.00
10.0 .�
130
10
8.25
9.50
1.25
8.0
140
10
9.50
10.50
1.00
10.0
150
10
10.50
11.75
1.25
8.0
160
10
11.75
12.75
1.00
10.0
170
10
2.50
3.50
1.00
10.0
180
10
3.50
4.50
1.00
10.0
190
10
4.50
5.50
1.00
10.0
200
10
5.50
6.50
1.00
10.0
J013 NO. 96-347 KOECIILEIN CONSULTING ENGINEERS
a
SUBSURFACE INVESTIGATION
Subsurface conditions «were investigated at this site oil December 10, 1996, by
excavating two exploratory test pits, using a rubber tired backhoe, and on January 23,
1997, by drilling 2 exploratory borings using a track -mounted drill rig. The locations of
the exploratory test pits and borings are shown on Fig. 2, Locations of Exploratory Test
Pits and Borings. A field engineer front our office was on -site to log the subsurface
conditions encountered in the exploratory test pits and borings and obtain soil samples for
testing- in the laboratory. Representative soil samples were tested for the natural moisture
o
content, natural dry density. gradation and swell potential. The subsurface conditions
encountered in the exploratory test pits and borings, as well as laboratory test results, are
shown on Fig. 3, Logs of Exploratory Test Pits and Borings, and on Fig. 4, Legend of
Exploratory Test Pits and Borings. The results of the gradation tests are presented on Fig.
5, Gradation Test Results. The results of the swell -consolidation tests, shown on Fig's. 6
& 7, Swell -Consolidation Test Results, indicate the stiff to very stiff, sandy clay has a
moderate to high swell potential.
SUBSURFACE CONDITIONS
The subsurface conditions encountered in the exploratory test pits and borings
were similar. The subsurface materials encountered in the exploratory test pits consisted
of 1.0 to 4.0 feet of topsoil, underlain by a moist, red, stiff to very stiff, sandy clay to
4
N
depths of 10.0 to 12.0 feet, the maximum depth explored in the test pits. The subsurface
conditions encountered in the exploratory borings consisted of 4.0 to 4.5 feet of topsoil
underlain in boring TH-1 by a moist, red, stiff to very stiff, sandy clay to a depth of 14.5
feet. The clay in boring TH-1, and the topsoil in TI-I-2 was underlain by a moist, red and
tan, stiff to very stiff, calcareous, silty clay and sand to depths of 19.0 and 24.0 feet. The
sand and clay was underlain by a red, medium hard to hard, highly weathered claystone
bedrock with siltstone seams to depths of 34.0 to 35.0 feet. In boring TH-2, a layer of dry
to moist, white and tan, very hard sandstone/siltstone bedrock was encountered at depths
of 34.0 to 35.0 feet, the maximum depth explored.
�No free ground water was encountered in the exploratory test pits or borings at the
time of this investigation.
PERCOLATION TEST
A percolation profile hole was excavated on December 10, 1996, at the location
shown in Fig. 2. The soils encountered in the profile hole consisted of approximately 4
feet of topsoil underlain by a moist, sandy, clayey silt to a depth of 7.0 feet. Neither
bedrock nor ground water was cncouiitered in the profile hole)
The percolation tests were performed December 12 and 24, 1996, near the
proposed location of the leach field. Three percolation test holes were dug to depths
ranging from 28 to 38 inches. The locations of the percolation test holes are shown in
5
Fig. 2. The holes were filled with water and the subsurface soils were allowed to saturate
for about 20 hours prior to starting the tests. The water levels were measured at constant
time intervals and percolation rates were calculated for each interval.
Percolation test results are presented 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 10.0 to ] minutes per inch. We recommend
designing the leach field for at least �.minutes per inch
EXCAVATION
The near surface soils consisted of between 1.0 and 4.5 feet of topsoil underlain
by a stiff to very stiff, silty clay and sand or a stiff to very stiff, sandy clay. We anticipate
that standard excavation equipment will be capable of completing the excavation in the
soils.
•
Care needs to be exercised during construction so that the excavation slopes
remain stable. The near surface soil, which consisted of either a stiff to very stiff, silty
clay and sand or a stiff to very stiff: sandy clay, classify as Type B soil in accordance
with OSIIA regulations. OSIIA regulations should be followed in any excavations or
cuts.
Up to 4.5 feet of topsoil was found in the exploratory test pits and borings. All
. topsoil beneath the proposed residence should be removed, it may be used in landscape
6
f
I OF< < Yq
Cy
190
O
LOT 4
I
,-PROPERTY LINE
SCALE: 1' = 400'
ENVELOPE
SVILDING
LOCATIONS OF EXPLC
JOB NO. 96-347
0
TH-1
•
TH-2
• -2 S
PTH 0
o ® •
P-1
P_2 P-3
SCALE: 1' = 50'
RY TEST PITS AND BORINGS
FIG. 2
-- 0
5
10
15
W
W
�J
11..
Z
20
_!
aI
w
r--
C�
�
r
25
30
r
~-- 3 5
40
TP-1
TP-2
TH-1
i.i
i.i
LL = 57
23/12
PI = 36
-
WC=19
DD=105
WC=23
��%
DD=86
.�.
...
WC=23
i.i
-''
200=33
WC=25
✓��;
-200=48
-
iii
..
50/12
r:ra•
!r: r.� •
':i:��
IX i:l J
50/9
TH-2
50/1 1
34/12
® 75/4
5
10
15
�mm
2
20
Z
m
m
m
i
25
30
35
40
LOGS OF EXPLORATORY TEST PITS AND BORINGS
4
LEGEND:
CLAY, sandy, moist, stiff to very stiff, red
rxa•
CLAY and SAND, silty, calcareous, moist, stiff to very stiff,
red and tan
CLAYSTONE, highly weathered, siltstone seams, medium hard to
hard, red
SANDSTONE/SILTSTONE, dry to moist, very hard, white and tan
® HAND DRIVEN SAMPLE. A 2-inch diameter brass liner driven
into soil with a hammer.
® DISTURBED SAMPLE. Obtained from backhoe or auger cuttings.
®,,,DRIVE SAMPLE. The symbol 23/12 indicates that 23 blows of a
140 pound hammer were required to drive a 2.5 inch O.D.
sampler 12 inches.
Notes:
1 . Exploratory borings were drilled on January 23, 1997 using a
4-inch diameter continuous flight power auger.
2. Exploratory test pits were excavated on December 10, 1997 using a
rubber tired backhoe.
3. No free water was encountered in the exploratory test pits or borings
at the time of this investigation.
4. The Test Pit and Boring Logs are subject to the explanations,
limitations, and conclusions as contained in this report.
5. Laboratory Test Results:
WC - Indicates natural moisture (%)
DD - Indicates .dry density (pcf)
-200 - Indicates percent passing the No. 200 sieve (%)
LL - Indicates Liquid Limit (%)
PI - Indicates Plasticity Index (%)
t
LEGEND OF EXPLORATORY TEST PITS AND BORINGS
JOB NO. 96-347 FIG. 4
KOECHLEIN CONSULTING ENGINEERS
HYDROMETER ANALYSIS SIEVE ANALYSIS
TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
5 77
ES MIN. 15MIN. 60 MIN. 19MIN. 4 MIN. 1 MIN. '200 ' 100 '50 '40'30 16 '10'8 '4 318' 314' VA' 3' 5'6' 0
100
I
I
10
90
I
l
I
20
80
30
70
I
O
I
I
o
40 Z
z
60
a
I
I
50 c
z 50--T
Z
60
do
I
I
I
70
30
,l
I
80
20
90
10
I
I
I
0
'4
100
.001
.002 .005 .009 .019 .037 .074 A49 .297 .590 1.19 2.0 2.38 76 9.52 19 1 36A 76.2 127 200
- 0.42 152
_ DIAMETER OF PARTICLE IN MILLIMETERS
<_t .
SAND
GRAVEL
CLAY (PLASTIC) TO SILT (NON PLASTIC)
FINE MEDIUM COARSE
I FINE I COARSE I COBBLES
Sample of CLAY, Sander ___ _ GRAVEL 0 %
From Test Pit T P-1 at 9-0--feet SILT & CLAY._3 3__%
PLASTICITY INDEX ----
SAND 67 %
LIQUID LIMIT
HYDROMETER ANALYSIS SIEVE ANALYSIS
TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
25
45
HR. 77 HR
MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 100 50 '40'30 ' 16 ' 10'8 -4 3/8' 314' 11/2 3' 5' ' '
1o0
I
10
'
I
(
20
80
30
10
I
z
i
I
'0ao z
d
50
I
i
5C
0
`z
Z
_1_
60
Wa d0
I
I
I
it
30
-
70
I
l
80
20
90
10
I
I
I
'
r
' '
'
100
01
.009 .019 .037 .074 .149 .297 '590 1.19 2.0 2.38 4.76 9.52 19.1 3G.1 76.2 127 200
.001
.002 .005
0.42 152
DIAMETER OF PARTICLE IN MILLIMETERS
SAND
GRAVEL
CLAY (PLASTIC) TO SILT (NON-PLAST)C)
FINE MEDIUM I COARSE
FINE I COARSE I COBBLES
Sample of CLAY, Sandy
From Test Pit TP-2 at 10 feet
GRAVEL 0 %
SILT & CLAY 4 8 %
PLASTICITY INDEX
SAND 52 %
LIQUID LIMIT %
GRADATION TEST RESULTS
JOB NO. 96-347 FIG. 5
KOECHLEIN CONSULTING ENGINEERS
7
6
5
4
3
2
1
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I I I itEXPANSIN PRESSURE DUE ITO WETTING NSTANT
0A i.0 io i0o
APPLIED PRESSURE - KSF
Sample of CLAY, Sandy NATURAL DRY UNITWEIGHT= 86 PCF
From Test Pit TP-1 at 6.0 feet NATURAL MOISTURE CONTENT= 23 %
SWELL - CONSOLIDATION TEST RESULTS
JOB NO. 96-347 FIG. 6
1
KOECHLEIN CONSULTING ENGINEERS
7
6
5
4
3
2
1
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3
4
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EXPANSION UNDER CONSTANT
PRESSURE DUE TO WETTING
0A 1.0 10 10o
APPLIED PRESSURE — KSF
Sample of CLAY, Sandy NATURAL DRY UNIT WEIGHT= 105 PCF
From Test Pit TP-2 at 5 feet NATURAL MOISTURE CONTENT= 19 %
SWELL - CONSOLIDATION TEST RESULTS
JOB NO. 96-347 FIG. 7
ISDS Permit # 1110 qr Date 1 ( Q''i
ISDS Final Inspection
q Completeness Form
Tank isI10 0 gal. Tank Material
w-" Tank is located ft. and degrees from tvj--ro-t bu
(permanent landmark)
Tank is located ft. and degrees from
(permanent landmark)
✓ Tank set level. ✓Tank lids within 8" of finished grade.
t/Size of field 6 f t 2 C01 units lineal ft.
Technology o(. h t
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 etc.
Tank has two compartments with the larger compartment closest to the
house.
✓ Measure distance and relative direction to field.
Depth of field ft.
L.— Soil . interface raked.
Inspection portals at the end of each trench.
V—' Proper distance to setbacks.
Chambers properly installed as per manufacturers specifications.
(Chambers latched, end plates properly installed, rocks removed from
-,,,t--renches etc.)
Type of pipe.used for building sewer line0A1tjM 4W leach field
/ Other
y 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
EAGLE -COUNTY ENV..HEALTH
P.O. BOX 179
EAGLE, CO 81631
FRODUCT2?4-1 Snees; 205-1 iPa=201 �— jr.c Gfotcfl Wass. 7:.'7' % TOLL '-REEl-800-225-6380
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1710-97 Taxis 2107-041-01-003
Lot#4, Bellyache II:: CLUNE
JOB NAME .6306 Bellyache Ridge Rd. JOB NO.
Wolcott, CO
JOB LOCATION
BILL TO
DATE STAR ED DATE COMPLETED DATE BILLED
i0 7 a,,/t f 4y J)
ZI
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JOB COST
SUMMARY
'
Q LS 6 Qc ca,=
', S Sd ' s e fje
TOTAL SELLING
PRICE
0
e1�
TOTAL MATERIAL
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01�S' �r lz
, n
C Q ®� " g
TOTAL LABOR
1=4 J 4`
d� ®
e �o�
INSURANCE
44�
Jv>0a
00
,�-
i5 - 1- 710 --'q -7
G P - i 13t3
V)ell
l.! / -5 d/ '
NEW ENGLAND BUSINESS
SERVICE, INC., GROTON,
JOB FOLDER Product 278 nE 0 MA 01471
JOB FOLDER
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