HomeMy WebLinkAbout277 Hooks Ln - 246510401006 - 1778-98ISINDIVIDUAL 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. 1778-98 BP NO.
OWNER: HOWARD & BARBARA GUNTHER PHONE: 970-927-1245
MAILING ADDRESS: P.O. BOX 2231. ASPEN. CO 81612
APPLICANT: SAME PHONE:
SYSTEM LOCATION: 0277 HOOKS LANE. BASALT CO 81621 TAX PARCEL NO. 2465-104-01-006
LICENSED INSTALLER: STUTAMAN- GERBAZ. INC.. DAVID STUTAMAN LICENSE NO. 16-98 PHONE: 970-923-2734
DESIGN ENGINEER: SCHMUESER GORDON MEYER DAN COKLEY PHONE NO. (970) 945-1004
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK 740 SQUARE FEET OF ABSORPTION AREA VIA 48 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 8/12/98 WITH THE FOLLOWING CONDITIONS: INSTALL IN TRENCH
CONFIGURATION NOT A BED. PLACE AIR VENTS AT BOTH ENDS OF EACH TRENCH. AND THE BACK FILL MATERIAL SHOULD BE A MIX-
TURE OF CLAY AND THE SAND AND GRAVEL FOUND IN THE LOWER SOIL LAYERS. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION
OF THE INSTALLATION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED WITHOUT FINAL APPROVAL OF THE SEPTIC
SYSTEM.{
ENVIRONMENTAL HEALTH APPROVAL 1r1 ' `` DATE: AUGUST 14. 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: 740 SQUARE FEET (VIA 48 INFILTRATOR UNTTS )
INSTALLED CONCRETE SEPTICTANK: 1000GALLONS IS LOCATED _ DEGREES AND _ FEET FROM
SEE SITE PLAN FOR SYSTEM COMPONENT T nc-ATTIINS
COMMENTS: ENGINEER FINAL CFRTTFTCATTON RFCFTVFD 3-76-99
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: MARCH 30, 1999
(Site Plan MUST be attached)
ISDS Permit # 1 tt 92
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)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE-$200.00
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER: PHONE:
MAILING ADDRESS: j2- R-/�'/ 2-
APPLICANT/ CONTACT PERSON- PHONE:
MAILING ADDRESS: A0 13&x z Z 7,1 14,.SZ.
LICENSED ISDS CONTRACTOR: r 4telZ P1.10NE: -(F7zn),9Z? 1
COMPANY/DBA: ADDRESS: N--.ft 4-ae4alvf
PERMIT APPLICATION IS FOR: New Installation Alteration Repair
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit #
(if known)
Legal Description: Subdivision: -/C?O I?Alw441 Filing: __Block: 0 Lot No.�1
Tax Parcel Number: Lot Size:
Street Address: /-LL/
BUILDING TYPE: (Check applicable category)
(,A Residential/Single Family
Residential/Multi-Family*
Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable category)
Well ( ) Spring ( ) Surface
Public Nate of Supplier: -
Number of Bedrooms
Number of Bedrooms
Type
*These systems req— desig
a Re #istered Professional Engineer
SIGNATURE: Date:
TO BE COMPLETED.,BY THE COUNTY
f
AMOUNT PAID: k RECEIPT # DATE: 6
CHECK #: CASHIER:
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
Date: August 14, 1998
TO: Stutsman-Gerbaz, Inc.
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. 1778-98. Tax Parcel
# 2465-104-01-006. Property Location: 0277 Hooks Lane, Basalt, CO., Gunther
residence.
Enclosed is your ISDS Permit No. 1778-98. 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-
8755.
cc: files
Schmueser Gordon Meyer, Dan Cokley
ISMS PERMIT #
PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HFATLH
PHSYSICAL ADDRESS: Q-XPI tyl+j (-'-(D
_-L
LEGAL DESCRIPTION: 0,J 1 /1?
MAILING ADDRESS: ilo
TYPE OF DWELLING: Wit= NUMBER OF BEDROOMS: 3
TEST HOLES PRE-SOAKED: YES NO -
I I v ul 13SOIL
TIME WATER DEPTH INCHES OF FALL RATE PROFILE
0, -rc, P -:!)Ci I
mommm
womm
mmommmommm
mmmmommmmm
mmmmmmmmmm
mmmmmmmmmm
Emmoommmmm-
mmomm
mmmm
ommmmmommm
mmmmmmmm
ommmmmmmmo
TIME TO DROP LAST INCH: PERC RATE:
_UoI
MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE:
AL HMkLTH SPECIALIST DATE
LLA
LOT 5
s�o
'
REIE✓AM SETR< /�I kMMIT
PoTABLE %LATER LNTO T5' N 4R
DWELLING = 10'�
`
PROPERLY L/NE = r0'
lRR/G41WN O C
a 50
RBZL T00'UFSE'
b511
\ 4`11C-AST JOJ4 UNDER
; `
ALL IRAFF/C ARE44
I/4'
PER A.
LtlsE ..
V
aLL
LOT 6
SITE PLAN
P,----------
i I / ��
—.
i
4' R£ (REMOVE FOR INSPECPONJ
I
�
PUCE AT £ND OF fACN IRE CN
I I
ExisLLNc/FINLswED cR4DE ,;� `, p
4g Qnel p91 4o prm I,. oa up
/
I
NO7F' INSTAL( INFJL IRITOR 4' P (ASLAI 2M) CAPPED AT END
\-Q�q MEMSARNO/OR
Fop RECOMNENERONS.
�'ry p4 lNFlL7R4TOR SHELL
4L (4) IRENLYfES
2 UNITS FAG/, l5' L
�
_ D (SLE NOTE J1J)
'
BOLTOAY (K TRENCH PROMOE N/N. OF
ICv
re PaltEllY% N b' SEPANARON BE t To
(SIOEWA(L TD
A / �
INFIL TRA TOR SECTION
CENERIL NOI£5.'
����iiii
3
I. AN moferiWs, intro/"("n p—fhes, setback
g
repuirements, etc s mpg x Me Ea9" County iM
-- _- _-- —
I'
. lndlrvd Sewage Oisposa/ System Re9v/ohons
1 11' bsory bench% eJ sha/l be constructed Mt Me
- +/ D I ,^ekes Place french ;n n r9rwnd-
f Me bench shot/ be placed %n li// Pronde
' pov� Crorno9e a y /ram the frexh
�` J. Me bcofion o/ Me haxh may be Fm/d od'usfed ro befrer
M the sYe, provided alI setbacks are mat. oM Het/(h Glicer
and Engineer arc xrilad.
R' ', fo system sha// be 4' ASTN 1719 PPC pipe. Use ASIM J0J4
PM uMer from arena
NOJE CZFM'OUr ID BE COGIID Al
ALL NORZ/wERT CHANCES'lN O/RECROW [xmWv
flM / FLOW
CLEAN —OUT DETAIL
sovm m-R CORDON MEYER INC. LOT 6 _ RED ROC
11E'W. - S7REEr,, SU/7E 200
SG 3'PRINTxi'. COLS 81601 GUNTHER RESIDENCE
sGIMUESER LT• (303) 945-1004 (FAX.) 945-5948
[wRDON MEYER ASPEN, coLowO (J03J 925-6727 vnnTn rnTTATmv r
DESIGN CALCULARONS
GUNTHER 1.8.D.S. 5 Me area C'srurbe' by mxfnxfion shoes be reseeded with
EAGLE COV—, COLORADO xfly< grosses oM ve9efaf"n.
1. DESIGN PERCOATION RATE (N4 ) = 30 MINUTES/INCH 6. Use xers w needed "bring septic tank access hatch
BY NELSON ENVIRONMNTAL, 8 98 within 6" o/ finished grade.
VERIFY PERCOLATREAION TE AT E TIME OF CONSTRUCTION
]. ASIM JOT4 RC ppe a p o! epua/ s qth w eMer pipe
2. 3 BEDROOM HOUSE DESIGN. Ma wpported ro prcvenf hiNrrc by self/'rq shall exfeM
2 PERSONS PER BEDROOM frvm nk !w a d'sfance oI or host Eve feet (5J from
75 GALLONS PER PERSON DAY the mlef and ouf"f ends.
3. DETERMINE —GE DAILY FLOW: seph'c
B. Pro Conhoc(or ontl Oimx aM// fake wMpft meosurcs
re ne sso �fo as re fh��PJ the farts aM
0 = (3)(2)(75) = 450 GALLONS PER DAY - se er lines o rompefeN ter <qnr fo prevmf
i Rlhof%on of yroundworor %nro the �fem, M
4. DESIGN FLOW AT 150% PEAKING FACTOR: bJ Me system u msroNed fo prevent / zm9 0/
9roHYY sewer lixs.
O - 450 (1.5) - 675 GALLONS PER DAY& 9. ]he. County Hw/M OlFeer and Engihxr shah Da xli/ied when
5. SEPTIC TANK CAPACITY: onsfrvcfion mmm sand kePf abreast a/ Maconsfrvefion
pw9ress so f�(�vf/'cienf %nsPect%on con be per! ed fa
I o wRh these p/ant.
30 HOURS DETENTION (6J8 GILLLONS PER MV)=644GALU)NS u rc cvnf
24 HOURS PER DAY ID /f is the Confrocfor's rcsponsr ', fo verify oN
USE(�GALLON SEPTIC TANK CAPACITY PER CODE MINI.IIM 61t-
/xof%ohs o/ ahYif%es fMf may n/fecf bcafion of
(oai rtias drvn. vli(xaron is ro be moea w,m rna
6. SIZE ABSORPTION AREA: Owner oM Me olecfed ufi/ify rompony
A (NAIVE) O SQRT WHERE: 0= PEAK DESIGN GLOW (/ Subshtufion of mofena/s (: e. pqe, tanks. efc.J rs
A- ABSORPTION AREA L; epfab/e ptlrovided nronmenro/aNen/N O( erersbmpfde.
T= PERCOLATION RATE ngmeer on
I2 Lhe /ororipn one e/ewrim, o/ x,e /vase " schemoha.
A (NATIVE)_ (6]3(SORi(30)1 )39.4 S .Ff. W is paromwnr that venfhofion of sewer /ins "caliph
5 � arts skwrion be checked w%fh bui/d%rq pbns pnw fo
mnsfrvcfion.
A (SAND) _ ( _= 582.5 SOFT. 3p rNJ. 5ontl shoN be Concrete wnd:
o ro \ // � p0 RFCISl o
THE PROVE ABSORPTION AREA REPRESENTS THE AREA NECESSARY m < B 895
0 - 'Im
GO
v 4`
r� FOR A TRENCH TYPE SYSTEM. (}j
CIJI �ULl
STMENTS TO ABSORPTION AREA: JD 25 - 60
FOR ABSORPTION BED :INCREASE AREA BY 30% = 961��.yy22� ,(J�F.�' _ ^ Z50 O _ 1 s `LaOd
8. FOR USE OF INFILTRATwO�R�x �UNIT p T
TR�RENCH T19E SYSTEM:_µ^' IyNN" " rm� 4 \m' ONA
Im..4 SF.M AF.r w.„ =N81UNR5 `AU ��p,T„Y,/1tO.IX, , t •UnMFORMILY COEfF1ClEM = 4•
/NSTACL 4B /NlL1211O4 UNRS TRENCH RALLON ( {T,.� y�
EFPECfiE AREA = ]It SF. �4 m� S m Tlx engineer y repairs that 9radarian onoHs%s be
peHomrcd ro ceHir rnpr prpppsed marerai meets fh,>
Jweihpho.
RMSpv _er K�712198
9
INDIVIDUAL SEWAGE
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