HomeMy WebLinkAbout794 Hooks Spur Rd - 246510201001 - 1129-92ISINDIVIDUAL 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. 1129
Please call for final inspection before covering any portion of installed system.
OWNER: Hugh P. & Judean E. Glassier PHONE: 927-3278
MAILING ADDRESS:_ 0794 Hook.spur, Basalt, CO 81621 �
AGENT: PHONE:
SYSTEM LOCATION: 0794 Hook.spur Basalt
LICENSED INSTALLER: J.W. Earthmoving - Joe Weinreis LICENSE NO. 15-92
DESIGN ENGINEER OF SYSTEM:
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
750 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 636 SQUARE FEET OF TRENCH BOTTOM. or 220 lineal feet of 10 inch
SB2 in trenches
SPECIAL REQUIREMENTS:
17 Infiltrators in trenches
Place inspection portals in each tren h. Install trenches north of northern most
perc test hole. 472�
ENVIRONMENTAL HEALTH OFFICER: DATE:
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 111, 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: 6 3 SQUARE FEET. P /J /
INSTALLED SEPTIC TANK: 1000 V GALLONS 5 DEGREES FEET Tl%,IW G/eRw! a-.
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS AND ASSEMBLY YES NO
COMPLIANCE WITH COUNTYISTATE REGULATION REQUIREMENT3� 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
APPLICANTIAGENT:
OWNER:
AMOUNT PAID: RECEIPT k CHECK M: CASHIER:
Incomp.l.ete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
ISDS Permit #
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (Basalt)
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* PERMIT APPLICATION FEE 150.00 PERCOLATION TEST FEE $125.00
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
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PROPERTY OWNER: 1- 1, n k
MAILING ADDRESS: O
PHONE:
APPLICANT/CONTACT PERSON: G PHONE:
LICENSED SYSTEMS CONTRACTOR:` to /' Jy��7c.c�wG3� PHONE: RZ-332 6
COMPANY/DBA: ADDRESS : �5 22
PERMIT APPLICATION IS FOR: �>j NEW INSTALLATION ( ) ALTERATION { ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description:
Tax Parcel Number: o�_t�J~-D�� �O�- O/I Lot Size:
C>?qJ05- 1 C)3 - OD- OC)9
Physical Address: 079� I-�n� rF`�I 3 �l a h�JlOa
BUILDI TYPE: (Check applicable category)
%aka Residential/Single Family
( ) Residential/Multi-Family*
( ) Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable category)
pq Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
*These systems recMire
SIGNATURE
Number of Bedrooms
Number of Bedrooms r
Type L46NlL. -'Ac i-t1r F
siqp by a Registered Professional Engineer
\ Date:3Z Z,/, -�)
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AMOUNT PAID: % 5O , CC RECEIPT # : (�j DATE:
CHECK #: CASHIER: ' '
TIME LOG: TRAVEL:
RECEIVED
MAR 0 5 1992
Reviu,� :30
PERC:
FINAL:
EAGLE COUNTY
rnMMI INITY nFVFI nPMFNT
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
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
EAGLE, COLORADO 81631
FAX (303) 328-7207
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.
Sincerely,
Brenda Henderson, Administrative Assistant
Environmental Health
jbh
ENCL: Information Sheets
Final ISDS Permit
cc: Files
Building Department
CONIMLlNITY DEVELOPMFNT
DEPARTMENT
(303) 32S 8730
EAGLE COUNTY, COLORADO
March 19, 1992
J.W. Earthmoving, Ent., Inc.
500 BROADWAY
P.O. BOX 179
EAGLE. COLORADO S 1631
FAX (303) 328-7207
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
I
March 10, 1992
Hugh Glassier
0794 Hooks Spur Lane
Basalt, Colorado 81621
Re: Percolation Tests
HCE File No. 92004.02
Dear Mr. Glassier:
,FcFwF-1D
tjAR 1 9 1992
EAGLE COUNTY
COMMUNITY DEVELOPMENT
/ On March 9, 1992, High Country Engineering, Inc. personnel
conducted two percolation tests at the locations shown on the
T 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:
0-3� ft. black, clayey topsoil
3 i-7 ft. fine brown sand
7-8 ft. sand and cobbles
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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RECEIVED
MAR 0 5 1992
EAGLE COUINITY
CONIMIUNIT,Y DEVELOPMENT
1129 (Gary), 0794 Hookspur, Basalt
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