HomeMy WebLinkAbout386 Big Hat Rd - 246712101003 - 0399IS4
EAGLE JNTY DEPARTMENT OF ENVIRONMf' TAL HEALTH
„"" `.y,
MUST BE POSTED ON PROPERTY Box 81 I bth &Broadway PLEASE CALL FOR FINAL INSEPCTION
Eagle, Colorado 81631
Owner
WILLIAM HAWLEY
PERMITa 399 (this does not constitute
a building or use permit)
System Location LOT 7: BIG HAT SUBDIVISION
Licensed r INSTAL T ER • D PLUS ENTERPRISES • RD DERAGER
* Conditional Construction approval is hereby granted for a 1,000 gallon THIS SEPTIC SYSTEM IS
ELDORADO ENGINEERING-
�oncrete xxxxx Septic Tank or Aerated treatment unit. DESIGNED. THE SYSTEM MUST
BE INSTALLED ACCORDING
Absorption area (or dispersal area) computed as follows: TO SPECIFICATIONS ACCORDING
TO ELDORADO ENGINEERING.
Perc rate 1 inches in 30 minutes 975 sq. ft. SEEPAGE BED AREA REQUIRED:
absorption area per bedroom 325 sq. ft. /bedroom 975 sq. ft.
# of bedrooms 3 x 325 sq. ft. minimum requirement
May we suggest
Date October 4, 1979 Inspector Jo Ann Deighan
FINAL APPROVAL OF SYSTEM:
No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system
is approved prior to covering any part.
4,/ Septic Tank cleanout to within 12" of final grade or aerated access ports above grade.
Proper materials and assembly.
V Adequate absorption (or dispersal) area.
Adequate compliance with permit requirements.
y Adequate compliance with County and State regulations/ equ'rements.
Date October 2, 1979 Inspector Mike Whitaker, Building Inspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
*CONDITIONS:
1. All .installation must comply with all requirements of the County Individual Sewage Disposal Regulations,
adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973
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 structures not approved by the building
and Zoning office shall automatically be a violation of a requirement of the permit and cause for both
legal action and revocation of the permit.
3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal
system in a manner which involves a knowing and material variation from the terms or specifications con-
tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or
I- -I-
~ ENVIRONP4FNTAL HEALTH
YLR.COLATION TEST FEE BOX 850
EAGLE COLORADO 81631
$50.00
PERMIT FEE
825.00
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
N0.
NAME OF OWNER.:
ADDRESS: 0
PHONE 47 o 5 " I �psg
N
NAME OF APPLICANT: `C, C,d s PHONE q►
ADDRESS:
DESIGN ENGR.. FOR SEPTIC (if necessa(ev\,,��
y):
ADDRESS: ' \ PHONE
LICENSED INSTALLER: PHONE L� {�S � %�,rs�
ADDRESS: (�l% C �r n .,'4�ic9
IS PERMIT FOR: ( New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED FACILITY: County "G Lot Size,
City or Town, if within City or Town Limits
LEGAL DESCRIPTION: ";� 7 K� tQ� C _y� ;y:
WASTES TYPE: ( Dwelling ( ) Commercial or Institutional
( ) :`don -Domestic Wastes ( ) Transient Use ( ) Other
IS SYSTEM DESIGNED FOR 2,000 GALLONS PER. DAY OR. LESS? (V� yes ( ) no
BUILDING OR SERVICE TYPE: ���,{ � Number of Persons 3
Number of Bedrooms
(�) Garbage Grinder ( ✓) Automatic Washer (� Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: (v) Well ( ) Springy ( )Stream or Creek
(wive depth of all wells within 180 feet of system: If supplied bV community water, give name of supplier:
GROUND CONDITIONS: Percent Ground Slope: ks—.bs ,
Depth to Bedrock: so( Depth to Groundwater Table: So
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM'` PROPOSED:
( '')
Septic Tank
(
)
Aeration Plant
(
)
Vault Privy
(
)
Composting Toilet
(
)
Pit Privy
(
)
Incineration Toilet
(
)
Greywater
(
)
Other
Chemical Toilet
Recycling, Potable Use
Recycling, Other Use
SOIL PERCOLATION TEST RESULTS: J0 Minutes per inch in Hole No. 1
N Minutes per inch in Hole No. 2
Minutes per inch in Hole No. 3
JJfir` irC J irC ire irC r� is J iri iri r r iL it i� it iri ire JL irC i� �r� J� ii ire � L L rV I,
IMPORTANT! ! !
APPOINTMENT FOR. FINAL INSPECTION DUST BE MADE PRIOR TO COVERING BY CONTACTING
THE INSPECTING ENVIRONMENTAL HEALTH OFFICER. REFER. TO PERMIT NUMBER.. NO
APPROVAL WILL BE GIVEN ON ANY SYSTEM LTITHOUT FINAL INSPECTION.
TOLL -FREE NUMBERS
328-7311, Ext. 238 (Eagle area)
949-5257, Ext. 238 (Vail area)
927-3823, Ext. 238 (Basalt area)
(OVER)
7810 ,6-y desc�v �u
FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit
( ) Above Ground Dispersal
( ) Underground Dispersal
( ) Other
( ) Evapotranspiration
( ) Sand Filter
( ) Wastewater Pond
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?
Alo
SITE (PLOT) PLAN: Include location of wells, springs, potable water supply
lines, sub.soil,drai.ns, lake water course, streams,
dry gulches.
Show location of proposed system by direction.
Show distance of proposed system from dwellings and other
fixed reference objects.
Please indicate scale of reference, if any.
Attach additional pages if necessary to give complete information.
SIGNATURE DATE'' 3 '
PERCOLATION TEST
FEE: $50
APPLICATION NO. 7//
OWNER:
LEGAL DESCRIPTION:
LOf
7
RURAL ADDRESS:
TYPE OF DWELLING:
5 ZE
re- S.
# OF BEDROOMS:
DATE OF TEST: oZ 9
12 %q
TYPE OF SOIL:
TEST HOLES PRESOAKED:
YES
NO
TIME
WATER DEPTH
INCHES OF FALL
RATE
1
2
3
1
2
3
1
2
3
1
2
3
— -
S
a 7
a 9
/3
s /4
l /3/�t
-----3
s
3
3 9
Sly,
- /3 y
/2 /z-
Y,
%
'1y
0
.20
:20 .
*0
A,( 2-
5/
/1i3114
-
--
/y
-
-
1.20
a : S 9
5-1
3 t
31F
PERCOLATION RATE: J6 TANK SIZE:
SQUARE FOOTAGE PER BEDROOM: LEACH FIELD SIZE:
Site has been reviewed and tested for percolation rate.
We recommend: APPROVAL k1 — C/2q/ehk4 DISAPPROVAL
DATE:
AG COUNTY
ENVIRONMENTAL HEAL H OFFICER �I- �� 7 9
aye�.
EAGLE COUNTY
Environmental Health
P. O. Box 850
EAGLE, COLORADO 81631
TELEPHONE 303/328-7311
BOARD OF COUNTY October 21, 1980
COMMISSIONERS
Ext 241
ADMINISTRATION William Hawley
Ext241 13017 Twisted Oak
Oklahoma City, Oklahoma 73120
ANIMAL SHELTER
949-4292
Dear Dr. Hawley:
ASSESSOR
Ext 202
An inspection of the Big Hat Subdivision was made by me
BUILDINGIN
INSPECTION
on October 3, 1980. Regarding the sewer and water inspection
Ext 226or229
for your property located at Lot 7, Big Hat Subdivision on
CLERK &
the Frying. Pan Road, I have the following comments.
RECORDER
Ext217
The individual sewage disposal system is an engineer -
COUNTY
designed system. The system was installed according to the
ATTORNEY
specifications of the design. The installed system was
Ext242
approved by this department October 2, 1979.
ENGINEER
Ext236
Potable water is supplied by the subdivision. My inspection
ENVIRONMENTAL
revealed that improvements have been made to the water system.
HEALTH
The water tank has been coated with an appropriate liner;
Ext238
the fire protection pump has been installed; and the filter
EXTENSION
and chlorinator are now in operation.
AGENT
Ext 247
The owners of the subdivision have submitted bacteriological
LIBRARY
testing results for the dates of: two for 7/24/79; one for
Ext 255
11/24/79; four for 3/11/80; and two for 9/16/80 -- all of
PUBLIC HEALTH
which have tested consistently "safe."
Eagle Ext 252
Vail 476-5844
As a result of the above, there are approved water and
PLANNING
Ext 226 or 229
sanitation facilities for the Hawley home located at Lot 7
�'
Big Hat Subdivision.
PURCHASING/
PERSONNEL
Ext 245
Sincerely,
ROAD &BRIDGE
C�
Ext 257
�
?
SHERIFF
Eagle Ext 211
Erik W. Edeen
Basalt 927-3244
Environmental Health Officer
Gilman 827-5751
SOCIAL SERVICES
EWE/ncm
328-6328
TREASURER
Ext 201
xc: Aspen Savings & Loan
Chris Patton
Melton E. Atwell
u1399 jr- -i tilg mat 5bctvsn,
JOB NAME 6200 Frying Pan Rd, Hawley
Parcel # 246712101003
JOB NO.
JOB LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
JOB
COST SUMMARY
TOTAL SELLING PRICE
PERMIT # 399 OIZL
OWNER: -j rAm Hawley o
�Cv LOCATION: Lot 7 - Big Hat Subdivision
INSTALLER: D Plus Enterprises (E. Dreager )
Eldorado Engineer designed.
SIZE OF TANK: 1,000 gallons
DWELLING: Residential - 3 bedrooms x 325 sq.ft.
PERC RATE: one inch/30 minutes (975 sq.ft.)
Finalized: 10-2-79 By: Michael Whitaker
JOB COST
)SS PROFIT
'ERHEAD COSTS
SELLING PRICE
IET PROFIT
�.y (o "i.. ... , ,
JOB FOLDER Product 278 �® NEW ENGLAND BUSINESS SE Printed in U.S.A.
eq c�
GENES j E 12 1979
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ENVIRONMENTAL HEALTH
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-j ;. Percolatio Test Res;lts: 1" it 30 rinutes y Eagle County.
2. Seepage Bed Area Kecuired: 325 sq. ft./Eedroon X 3 Eedreo^s = 971 sy. ft.
3. All naterials, installation practices etc. shall canfcr, to the Eagle
County Individual Sewage Eis;osal System F,eyuiatior.s.
4. The Engineer shall to notified prior to placing hackfill so that the
systen may he inspected to assure confcrrrance with these plans.
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"' LEY RESIDENCE LO r, BIG H,4T SUBD Jab 79/ZS
4 PERFdf�,�tTEI� PVC. �/z OF l Td ,�;z '/SCrU//YE O.'� 'low
/STP'dUT/DN �1�c - eLlb 1?Ol'K '/OLc' of &Z-0 EAeLE COUNTY, C� Drown
SEEP.4 CE BED-- App�-LK
�l ^ Date 911011,
�L�(f 7/0 Y A —A PLAN a, EEC / IO V Scale NOTED
Sheet
ELDORADO ENGINEERING COMPANY CONSULTING ENGINEERS REGISTERED LAND SURVEYORS
SIB COLORADO AVENUE P.0 BOX 669 GLENWOOD SPRINGS, COLORADO 81601 303-945- 8596 of
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