HomeMy WebLinkAbout794 Hooks Spur Rd - 246510201001 - 1128-92ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 11 2 ff
Please call for final inspection before covering any portion of installed system.
OWNER: Hugh P & Judean E. Glassier PHONE: 927-3278
MAILING ADDRESS: 0794 Hookspur, , Basalt, CO 81621
AGENT:
PHONE:
SYSTEM LOCATION: 0794 Hookspur Basalt
LICENSED INSTALLER: J • W. Earthmoving - Joe Weinreis LICENSE NO. 1.5-92
DESIGN ENGINEER OF SYSTEM:
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 427 SQUARE FEET OF TRENCH BOTTOM. or 140 lineal feet of 10 inch
SB2 in trenches
SPECIAL REQUIREMENTS: or
12 Infiltrators in trenches
Install inspectional portals in each tr nch. 2 Cj
ENVIRONMENTAL HEALTH OFFICER: DATE: 3 1 12---
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, C.R.S. 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 AND CAUSE FOR BOTH
LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. SECTION III, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM
TO BE LICENSED ACCORDING TO THE REGULATIONS.
FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE 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. Y%Lr
INSTALLED SEPTIC TANK: WOO GALLONS DEGREES _. FEET -PrOy,
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS AND ASSEMBLY YES NO
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS:
ENVIRONMENTAL HEALTH OFFICER: DATE:
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANT/AGENT:
OWNER:
AMOUNT PAID: RECEIPT k: CHECK S: CASHIER:
ISDS Permit # / i.27
Building Permit # � sa
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
P.O. BOX 179
EAGLE, CO 81631
328-_873__0/927-3823(Basalt)
PERMIT APPLICATION FEE\\\$150.00 / PERCOLATION TEST FEE $125.00 .
PROPERTY OWNER: dlloiI
MAILING ADDRESS:
IS,llo_-�!_
APPLICANT/CONTACT PERSON:
LICENSED SYSTEMS CONTRACTOR: J� AA00) lu ci
ADDRESS:
PERMIT APPLICATION IS FOR: (XI
LOCATION OF PROPOSED INDIVIDUAL
Legal Description: t{'/4
Parcel Number: cc ,
Physical Address:,,qq/</ /
PHONE: ��, 7 - :
PHONE:
PHONE:
NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
SEWAGE DISPOSAL SYSTEM:
BUILDING TYPE: (Check applicable category)
Residential / Single Family Number of Bedrooms
( ) Residential / Multi -Family* Number of Bedrooms
{ } Commercial / Industrial* Type0% N.� &Jrl bs . / ud b of �� q
HOT TUB Yes ( ) No ) Codes
WATER CONSERVATION PLAN: Yes ( ) No ( )
TYPE OF WATER SUPPLY: Well() Spring ( ) Surface ( )
Public ( ) Name of Supplier:
Give depth of all wells within 200 feet of system:
*These systems require design by a Registered Professional Engineer
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION
MAKE ALL REMITTANCE P.?AYABLE TO: "EAGLE COUNTY TREASURER"
SIGNATURE: /t./1���c.� DATE : /
AMOUNT PAID: 1,501 c) RECEIPT#, ,,S 62 DATE: y^�
CHECK # L CASHIER:
TIME LOG
Travel Perc Final
RECEIVED
MAR 0 5 1992
EAGLE COUNTY
COMMUNITY DEVELOPMENT
�:O:%IMLINITY DEVELOPMENT
DEPARTMENT
3031 3?S-S 730
EAGLE COUNTY, COLORADO
March 26, 1992
Hugh P. & Judean E. Glassier
0794 Hookspur
Basalt, CO 81621
RE: Final of ISDS Permit No. 1128 & 1129
Dear Mr. & Mrs. Glassier,
500 BROADWAY
P.O. BOX 179
FAGLE. COLORADO S 163 1
FAX (303) 32S.7207
This letter is to inform you that the above referenced ISDS
Permits has been inspected and finalized. Enclosed is a copy to
retain for your records. Also enclosed are informational sheets
regarding the care of your septic system.
If you have any questions regarding this permit, please
contact the Eagle County Environmental Health Division, P.O. Box
179, Eagle, Colorado, 81631.
Since-ely,
Brenda Henderson, Administrative Assistant
Environmental Health
/bh
ENCL: Information Sheets
Final ISDS Permit
cc: Files
Build--ng Department
�:OMMLINITY DEVELOPMENT
DEPARTMENT
(303) 32g-g730
EAGLE COUNTY, COLORADO
March 19, 1992
J.W. Earthmoving, Ent., Inc.
500 BROADWAY
P.O. BOX 179
EAGLE. COLORADO S 1631
FAX (303) 323-7207
RE: Issuance of Individual Sewage Disposal System Permit
No. 1128 & 1129
Installer:
Enclosed are your ISDS Permits No's. 1128 & 1129. The enclosed
copies of the permits must be posted at the installation sites.
You must call our office for final inspection before covering any
portion of the installed systems; the deadline for final
inspections is December 1.
If you have any questions, please feel free to contact us at
328-8755.
Sincerely, /
Brenda Henderson
Environmental Health Administrative Assistant
Enclosure
cc: ISDS File
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EAGLE COUNTY
COMMUNITY DEVELOPMENT
I
March 10, 1992
Hugh Glassier
0794 Hooks Spur Lane
Basalt, Colorado 81621
Re: Percolation Tests
HCE File No. 92004.02
Dear Mr. Glassier:
RE�EovE1)
S1AR 1 p 1992
EAGLE COUNTY
COMMUNITY DEVELOPMENT
/ On March 9, 19921 High Country Engineering, Inc. personnel
conducted two percolation tests at the locations shown on the
4. enclosed portion of the U.S.G.S. quadrangle.
--.,The soil profile at the upper (westerly) site was as follows:
0-1 ft. ,black, clayey topsoil
1-8 ft. fine brown sand
The average percolation rate at the upper site was around eight
minutes per inch, but we would recommend a design rate of ten_
minutes per inch.
The soil profile at the lower (easterly) site was as follows:
0-32 ft. black, clayey topsoil
32-7 ft. fine brown sand
7-8 ft. sand and cobbles
C'a ry 's
/ The layout of the lower percolation test holes was with two holes
fairly close to the southerly fence line and one hole a fair
distance northerly from the fence. The holes were all initially
less than three feet deep and had perc rates of 50 to 90 minutes
per inch. The hole farthest north had the fastest rat,:. This hole
was then deepened somewhat to try to get closer to the sand layer
and see if the percolation rate would increase. The rate did
increase to about 40 minutes per inch. Therefore, we recommend
that the proposed absorption trenches be placed to the north of the
923 Cooper Avenue - Glenwood Springs, CO 81601
Telephone:303-945-8676 • FAX:303-945-2555
Hugh Glassier
March 10, 1992
Page two
northerly hole and that the bottom of the trenches be cut down to
the top of the sand layer. If that is done, we would recommend a
design perc rate of 50 minutes per inch.
If you have any questions or need further information, please feel
free to give me a call.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Tim thy P. Beck, P.E.
Pri cipal Engineer
TPB:cso/92004.02
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