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HomeMy WebLinkAbout601 Castle Peak Ranch Rd - 193922301010INDIVIDUAL 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. 1766-98 BP NO. 11883
OWNER: CHARLES AND TERESA HAUSER PHONE: 612-429-2548
MAILING ADDRESS: 4300 COTTAGE PEAK RD., WHITE BEAR LAKE, MN 55110
APPLICANT: SCS BUILDING GROUP LLC, CHUCK COLBY PHONE: 468-1486, 485-2700
SYSTEM LOCATION: 0601 CASTLE PEAK RANCH RD., EAGLE TAX PARCEL NO. 1939-223-01-010
LICENSED INSTALLER: DEFINA CONSTRUCTION. GARY DEFINA LICENSE NO. 44-98 PHONE: 926-9469
DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 827-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1500 GALLON CONCRETE SEPTIC TANK 1984 SQUARE FEET OF TRENCH ABSORPTION AREA VIA 64 INFILTRATOR UNITS.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 5/4/98. INSTALL IN SERIAL DISTRIBUTION IN TRENCHES RAKE
TRENCH SIDEWALLS TO PREVENT SMEARING OF SOILS. AND FENCE OFF LEACH FIELD AREA SO LIVESTOCK DOES NOT GRAZE OVER IT
ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED WITHOUT SEPTIC
SYSTEM APPROVAL. _ _fit
ENVIRONMENTAL HEALTH APPROVAL /IAA __�WZ� 1 '-
DATE: MAY 11, 1998
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: 1984 SQUARE FEET (VIA 64 INFILTRATORS )
INSTALLED POLYETHYLENE TANK: 1500 GALLONS IS LOCATED DEGREES AND FEET FROM
SEE ENGINEER'S AS RTTTLTS FOR SYSTEM cnmPnNFNT T nCATT(1NS
COMMENTS: ENGINEER FINAL APPROVAL RECETVED 11-20-98
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 �N DATE: NOVEMBER 20, 1998
Plan MUST be attached)
ISDS Permit # /?& (a ` G i
Building Permit # it 813
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.�O PERCOLATION TEST FEE 200.00
*
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
**************************************************************************
PROPERTY OWNER:
S
MAILING ADDRESS C2:"0 �(J,, 1 PHONE:
APPLICANT/CONTACT PERSON: SGS
tsA4i',.,.� l�lr
in LL-C.� PHONE:
LICENSED SYSTEMS CONTRACTOR:
O,�r�ye�, l �.,,s
ryt r � PHONE:
q2(o g4(o-9
COMPANY/DBA : ADDRESS: �" n, n^ P . C© .
PERMIT APPLICATION IS FOR: (vl' NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: L-ok 11 ak l-jQhl�, vo �1�.�.1?�►-� ��5 -- L(., Re, e
Tax Parcel Number: lg34223 [n10Ip Lot Size: 35, 01 c,,reS
Physical Address: 01 LtiUvubV,
BUILDING TYPE: (Check applicable category)
(v/ Residential/Single Family
( ) Residential/Multi-Family*
( ) Commercial/Industrial*
Number of Bedrooms
Number of Bedrooms
Type
TYPE OF WATER SUPPLY: (Check applicable category)
(✓f Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
*These systems require de 'gn by a Registered Professional Engineer
SIGNATURE: Date: -
************* ** ***** *************************** ***************
AMOUNT PAID: Z-50 RECEIPT #: V /��n DATE: 4r7
CHECK #: CASHIER:
Eagle County Building
P.O. Box 179
500 Broadway
&gle. Colorado 81631•-01 7P
EAGLE COUNTY, COLORADO
Date: May 11, 1998
TO: Defina Construction
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit No. 1766-98. Tax Parcel
# 1939-223-01-010. Property Location: 0601 Castle Peak Ranch Rd., Eagle, CO.,
Hauser residence.
Enclosed is your ISDS Permit No. 1766-98. 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.
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. Your TCO will not be issued until our office
receives this certification.
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-
875 5.
cc: files
LKP Engineering, Luiza Petrovska
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
November 20, 1998
Charles and Teresa Hauser
4300 Cottage Peak Rd.
White Bear Lake, MN 55110
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #1766-98, Tax Parcel #1939-223-01-010. Property location: 0601
Castle Peak Ranch Rd., Eagle, CO.
Dear Mr. and Mrs. Hauser:
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
Received Nov-19-98 05:29pm from 303 468 5966 4 ENVIRONMENTAL HEALTH page 1
11-19-1998 04:30PM FROM SCS Bldg Group TO 101046819703280349 F.01
21, Mg
Mr. "Vok Colby
scS *o1ilc mg Group
l�,(?. fax 2E:{1B
Dilk�d. CA 80435
P-Et I "Putiosh of sewc system ImtaWon
Lot 1 , His x 8nd Meaftw Sstdo
at Cal Pe* Raleb
Engs Couwl colorado
Fro No. "M , Permit No. 17M-"
E
3;�8" 71 ST
t the requ of W Owy of Doium Corr Ww, ids., w AWa 1,1 "s, we Visw the
diih d>yl 1, XjWW UWdowbUto i+t 0 Peak Rmrh ww l ag, as* aunty,
Cokir ub. The pu rpow of our dw ' wa to obaom tiro imWkd sq*.gstem.
They inwMed the system in a tt compho as with tlha soda *van dWA Draw-V We
9955 D.DWQ. doW May 4,1998,
no estm was conuded to *A min sssidimm as sbm *a tbo WwW sketchy, &-dwn by Mu
D*u i, The Septk Tw& we two Pw0w*oW 1500 Sdkms, o y1w Umk. `i'he tank hood taro
in covers, wa
Sixty-fdxar. StwdW hfdkdw Cumbers aura irWlie iia i*ndar &cuchw with It Iiifiltmt= sharp,
Tbo b Must= wav 600 ociod'vikh MW charhibadw. In the lw bftuw of trWdix, kwpwdn ptU
wew I i"W. Hoxiiwdtaal diftm fivsmar to *aft of tim fir, "a 9 w mom Ali opb* was
SDR-85, 4,inch Svc, The NO pmflie in the Ufteba was oca&AW W th the wfl apond en the proiite bole.
If you have sW q qez, plow do rust hasizfe to call.
W j M& 14M Fmemtt, Lagka Co Zr tanmarnal Heft DY *ok fay 328.71 M
P.O.5= 2837, Rdw2nU, C010 d0 8I632 9 (970) 9269M Td ' ( g26.M M
Received Nov-19-98 05:29pm from 303 468 5966 ENVIRONMENTAL HEALTH page 2
11-19-1998 04:31PM FROM SCS Bldg Group TO 10104681970328 349 P.02
eT..q1F�.#kt..',T, x�w�r, owe*
i
k�
to
�r!
&ft
it t
Y . `KW
TOTAL R.O2
r
PROPOSED
I N-2 RESIDENCE
■ TP-1
PROPOSED ,�'PH-1 P-3
■
DRIVEWAY • P-2
EXISTING ;' • P-1
IRRIGATION
DITCH �'�Cc
,
LOCATIONS OF EXPLORATORY TEST PITS AND PERCOLATION HOLES
JOB NO.98-056 FIG. 2
LEGEND:
®
TOPSOIL
SILT, Sandy, Gravelly, Dry, Medium dense, Tan, Brown.
m
SILTSTONE BEDROCK, DrY. Weathered to hard, Tan.
T
REFUSAL. Indicates practical backhoe refusal.
BULK SAMPLE. Obtained from backhoe cuttings.
Notes:
1. Exploratory test pits were excavated on April 14, 1998 using a rubber tired
backhoe.
2. No free ground water was encountered at the time of drilling.
3. The Test Pit Logs are subject to the explanations, limitations, and
conclusions as contained in this report.
LEGEND OF EXPLORATORY TEST PITS
JOB NO. 98-055
FIG. 4
I-
W
W
Z
2
F-
a
W
0
^ TP-1 TP-2 A . �.
v
m
2
Z
.n
m
m
-i
LOGS OF EXPLORATORY TEST PITS
JOB NO. 98-055
FIG. 3
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
MINANCH
P-1
32
10
10
6.00
10.00
4.00
3
20
10
10.00
13.00
3.00
3
30
10
13.00
16.50
3.50
3
40
10
16.50
17.00
0.50
20
50
10
17.00
17.75
0.75
13
60
10
17.75
18.50
0.75
13
70
10
18.50
19.00
0.50
20
80
10
19.00
19.50
0.50
20
90
10
19.50
20.00
0.50
20 _
100
10
20.00
20.7.5
0.75
13
110
10
20.75
.21.50
0.75
13
120
10
21.50
22.25
0.75
13
Tl1D ATlI no
AC--
-- Al.. �u n.'-)P-uriLh1N UUNSUL'I'1NU ENGINEERS, INC.
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
31
10
10
3.00
4.50
1.50
7
20
10
4.50
6.00
1.50
7
30
10
6.00
7.00
1.00
1
40
10
7.00
7.75
0.75
13
50
10
7.75
8.25
0.50
20
60
10
8.25
9.00
0.75
13
70
10
9.00
9.50
0.50
20
80
10
9.50
10.00
0.50
20
90
10
10.00
10.25
0.25
40
100
10
10.25
10.50
0.25-
40
110
10
10.50
10.75
0.25
40
120
10
10.75
11.00
0.25
40
T/17l l.Tll nn
n��
'
J.» 114._.. 70-vii KOECHLEIN CONSULTING ENGINEERS, INC.
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
MINANCH
P-3
29
10
10
6.00
9.00
3.00
3
20
10
9.00
12.00
3.00
3
30
10
12.00
14.00
2.00
5
40
10
14.00
15.00
1.00
10
50
10
15.00
16.00
1.00
10
60
10
16.00
16.50
0.50
20
70
10
16.50
17.25
0.75
13
80
10
17.25
18.00
0.75
13
90
10
18.00
18.50
0.50
20
100
10
18.50
19.00
0.50
20
110
10
19.00
19.50
0.50
20
120
10
19.50
20.00
0.50
20
JOB NO. 98-055 KOECHLEIN CONSULTING ENGINEERS, INC.
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotecknical Engineers
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 percolation rate varied from 13 to 40 minutes per inch. We recommend designing
the leach field for at lea Ct40 minutes pe— r i h
EXCAVATIONS
We anticipate that excavations of 6 to 8 feet may be required for construction of
the basement. Because weathered to hard siltstone bedrock was encountered in the
exploratory test pits, we believe that heavy duty construction equipment may be
necessary to complete the required excavations. Areas of very hard siltstone bedrock
may be encountered during excavating. These areas may require blasting to complete the
excavations.
Care needs to be exercised during construction so that the excavation slopes
remain stable. The near surface soil, which consisted of sandy, gravelly silt, classifies as
Type B soils in accordance with OSHA regulations. The siltstone bedrock classifies as
Type A soil in accordance with OSHA regulations. OSHA. regulations should be
followed in all excavations and cuts.
Approximately 1.0 foot of topsoil was found in the test pits. - All topsoil beneath
6
KOECHLEIN CONSULTING ENGINEERS, INC
Consulting Geotechnical Engineers
In recent years, radon gas has become a concern. Radon gas is a colorless,
odorless gas that is produced by the decay of minerals in soil and rock. The potential for
radon gas in the subsurface strata of mountain terrain is likely. Since excavations for
lower levels in the residence are anticipated, we suggest that the building be designed
With ventilation for below grade areas.
PERCOLATION TEST
A percolation profile hole (PH-1) was excavated on April 14, 1998 at the location
shown in Fig. 2, Locations of Exploratory Test Pits and Percolation Holes. The soils
encountered in the profile hole consisted of 1.5 feet of topsoil underlain by a moist,
medium dense, red, brown, sandy, gravelly silt to a depth of 8.0 feet. Siltstone bedrock
�-o
was encountered at the maximum depth explored of 8.0 feet. No free ground water was
encountered in the profile hole.
The percolation tests were performed on April 16, 1998, in the vicinity of the
proposed leach field. Three percolation test holes, approximately 6 to 10 inches in
diameter, were excavated to depths ranging from 29 to 32 inches. The .approximate
locations of the percolation test holes are shown in Fig. 2, Locations of Exploratory Test
Pits and Percolation Holes. The holes were filled with water and the subsurface soils
were allowed to saturate for at least 8 hours prior to starting the tests. The water levels
5
1766-98 Tax# 1939-223-01-010
Lot#11 , Highland Mead HAUSER
JOB NAME Castle Peak Ranch
0601 Castle Peak Ranch Rd.
ros No. 6 P 11 g 8
B LOCATION
BILL TO
DATE SKRTED jQ
6 O
DATE COMPLETED
DATE BILLED
s �
A 0 JU �0� k MAA lUty 0 N-4 �P tg,-JA 0-od, ax;&.
uo
(� v k—
/Iq V `
/ 98 LAC Po el shenk
JOB COST SUMMARY
V in .1,S
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 278 JOB FOLDER PdnW In USA