HomeMy WebLinkAbout523 Spring Park Rd - 239115301002 - 1824-98ISINDIVIDUAL 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. 1824-98 BP NO. 12281
OWNER: SANDRA ISRAEL PHONE: 970-925-8742
MAILING ADDRESS: 522 WEST FRANCIS, ASPEN, CO 81611
APPLICANT: SAME PHONE:
SYSTEM LOCATION: LOT # 3, SPRING PARK MEADOWS, EL JEBEL TAX PARCEL NO. 2391-153-01-002
LICENSED INSTALLER: REWCO JEROLD REW LICENSE NO. 11-99 PHONE: 970-876-1983
DESIGN ENGINEER: TIMBERLINE ENGINEERING, DAVID POWELL PHONE NO. 970-963-9869
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK, 844 SQUARE FEET OF ABSORPTION AREA VIA 26 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 11/4/98. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION.
BUILDING PERMIT CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL
ENVIRONMENTAL HEALTH APPROVAL: X!/• DATE: FEBRUARY 2. 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 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 SQUARE FEET (VIA 26 TNFTT,TRATOR TTNTTS )
INSTALLED _ CONCR FTF. TANK: 1 7 5 n GALLONS IS LOCATED _ DEGREES AND _ FEET FROM
SEE AS BUILTS FOR SYSTEM COMPONENT TnCATTnN4
COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED — 0-99 - SFPTTC' TANK wTT T ACCIIMM)B TR
4 BEDROOMS, BUT LEACH FTF.T.T) Ts S T 9.FT) FnR I TtEI2ROOMS
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN
WORK IS COMPLETED. # kk&l
ENVIRONMENTAL HEALTH APPROVAL DATE: MAY 91 , 1 999
C—� (Site Plan MUST be .attached)
4. I ISDS Permit
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)
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* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* *
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER:MA) ON PHONE:
MAILING ADDRESS: -1,2 - ,
APPLICANT/CONTACT PERSON; ,��e PHONE: ( )
MAILING ADDRESS
LICENSED ISDS CONTRACTOR: (6PD W C�01,14- PHONE: (963)
COMPANY / DBA : M-5LUt- ADDRESS:
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PERMIT APPLICATION IS FOR: ( New Installation ( ) Alteration ( ) Repair
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LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit # g-X (if known)
Legal Description: Subdivision:AKIPJc P4&v- Filing:_Block: Lot No.
Tax Parcel Number �- - -� Lot Size: S oul
Street Address: AA AevA ,
BUILD NG TYPE: (Check applicable category)
;) Residential/Single Family
( Residential/Multi-Family*
( ) Commercial/Industrial*
Number
Number
Type _
of Bedrooms
of Bedrooms
TYPE OF WATER SUPPLY: (Check applicable category)
Well ( ) Spring ( ) Surface
( ) Public Name of Supplier: Sl°iiIIJG PP't-(-- RC wS
*These systems require design by a Registered Professional Engineer
XVSIGNATURE: j Date:
************************************************************ ** *********
TO BE COMPLETED BY -THE COUNTY
AMOUNT PAID:/ RECEIPT #: DATE:
CHECK #: CASHIER:
Received Nov-le-98
10:21am
from CCITT G3
4 ENVIRONMENTAL HEALTH page 2
r FROM : Panasonic FAX SYSTEM
PHONE NO.
Nov. 10 1998 09:24AM P2
Hepi)jor t1)P8W I a,k
:Prote,,h T E L 19
ems. _ - 45-84S 4
s
Nov 10 �1R > 'l 1 No , 00. 2 P - 03
Divide (:'reek Builders
November 9, 1998
Page 2
fboting areas atlould be removed and the bearing level extended down to the undisturbed
natural sails, Exterior footings should be provided with adequate soil cover above their
bearing elevations for frost Protection. Contitl1lous foundation walls should be
reiuforoed top and bottom to span local anomalies such as by assuming an unsupported
length of at least 10 feet. Foundation walls acting as retaining structures should be
designed to resist X lateral earth pressure based on an equivalent fluid unit weight of at
least 55 pef for on -site soil as backtill excluding vegetation, topsoil and oversized rook.
Struotural fill placed within floor ;lab areas can vonsist of the on -site snails conzp%;tect to
at least 95 % of standard Proctor density at a inoisturo content near optimurm Backrill
placed around the structure should be compacted and the surface ,graded to prevent
ponding within at least 10 feet of the building. too
Percolation tests were conducted tin November 1, 1998 to evaluate the feasibility of an
infiltration septic disposal system at the, site. Cato prorilo pit and five; peroolatiort holes
had been dug about 50 yards io the southwest of the proposed building. ktlr MUN"
(nominal 12 lmh diatnoter by 12 itich de.ep)1 nt t autyat-ftttexbU.ttorttmfishailoty
� r a e % Cr h r¢s rye to us si°,tc i_s€t�. . a soils expc�aet3
in the percolation hales Dre similar to those exposed in the Proftlo Pit and consisted of
,.bout 2Z topeoil aril ' et §fi i ` s lt'y°ciay overlying basalt gravei,
aobbics and houldors in a sandy clay matrix to the pit depth o 'Fhe percolation
test results are presented in'rable 1, 'rho Percolation test recruits indicate on infiltration
rate between .; , • i3 ie 0jinch with an average of nite er inch. Based
on the subsurface conditions encountered and the percolation test results, the tested area
should be suitable for a conventional infiltration septic disposal system.
The recommendations submitted in this letter are based on our observation of the soils
exposed within the foundation excavation and do not include subsurface exploration to
evaluate the subsurface conditions within the loaded depth of foundation influence.
This study is based on the assumption that soils beneath the footings have equal or
better support than those exposed. The risk of foundation movemtent may be greater
than indicated in this report because of possible variations in the subsurface conditions.
14-A GioTecH
Received Nov-10-98 10:21am
from CCITT
G3 4 ENVIRONMENTAL
HEALTH page 3
^ FROM : Panasonic FAX SYSTEM
PHONE NO.
Nov. 10 1998 09:24AM P3
I- iepwort.hPawl ak Geot ech TE,-
:970-945-8454
Nov 10 98
No , 002 R ,CS
HEPWORTH•PAWLAK 4EOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RESULTS JOB NO. 198 748
Dun& 1 a4
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START CF
INTERVAL.
(NCH6S
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCH56)
AVERAGE
PERCOLATIQIN
RATE
JL4l W
P•1
$8
18
water added
10
7 314
2 114
1
7 314
1 314
0
41/2
1 112
4 112
$1/2
1
6
4 3/4
1 114
4 314
3 3/4
1
3 3/4
2.314
1
4
1 3/4
1
P•2
66
16
water added
1
8 314
3 114
14
8 314
$ 1/2
2 114
6
6
3 3/4
1 1/4
7 112
8
1 112
6
4 3/4
4 3/4
3 314
11,114
1
3 314
2 3/4
1
P•3
59
1 a
water added
8 1/2
7 3/4
1 314
1 6
7 3/4
6 314
1
8 3/4
6314
1
5 3/4
4 314
1
7 114
6 1/4
6 1/4
8 1/4
1
$ 114
4 114
1
4 1 4
31
3t4
NOTE: Perc018tian 10610 were performed in toot holes eXaavated and soaked )ay the client. The tests ware conduuted on
November 3, 1098, The peroalatlor► rate was bAked on the last three roadinys of each teet,
Received Nov-10-98 10:21am from CCITT G3 4 ENVIRONMENTAL HEALTH page 4
' FROM : Panasonic FAX SYSTEM PHONE NO. : Nov. 10 i998 09:25AM P4
HepworthPawlak 4eotech fEL:970-945-8454 H1)) , 10 98 8:13 No -002 P.0
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RESULTS
JOB NO. 198 748
Paae 2 of 2
WATER DEPTH
AT START OF
INTERVAL
(INCH )
10
WATER DEPTH
AT END OF
INTERVAL
(INCHIS)
0 1/2
DROP IN
WATER
LEVEL
4tNCHLffi)
112
9 1/2
0 114
114
9 1/4
8 3/4
1/2
8 3/4
8 112
114
8 1/2
8
1/2
8
7 3/4
1/4
7 314
10
7 1/2
7 314
1/4
2 1/4
7 314
8 1 /d
1 112
6114
4 314
1 112
+4 3/4
3 3/4
1
5112
4 1/2
1
4 1/2
3 1/2
1
3 1 /2
2 112
1
AVERAGE
PERCOLATION
RATE
15
NOTE; POM010 ton tests worn tterformed in toot 1101e8 exeavatod and cooked by tf,q client. The teats were 0e11duot9e( on
November 3, 1898. Tho peroofet(on rote was based on tho lost three readings of eadh toot. Toot P-4 was more r*oky
than the other toot hales.
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1824-98 Tax# 2391-153-01-002
JOB N/ABAE Lot #3, Spring Park ISRAEL JOB NO. �-
Meadows, El Jebel
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RECEIVED
2 0 1999 t
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EAGLE COUNT`! 1
CpMMUNfN DEVELOPMENT
INEIL TI�A TOR TRENCHES
---26 INFILTRATOR UNITS TOTAL-,`
INSPECTION PORT
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COPYRIGHT
DRAWN BY
w/'7,5,
DATE� 5/ 1 1::91)
REVISIONS
S/7,199 tt5 PULT
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