HomeMy WebLinkAbout305 Arlian Rd - 239133404002INDIVIDUAL 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. 1051
Please call for final inspection before covering any portion of installed system.
OWNER: Quent D. & Cleve E. Williams PHONE: 303-963-3460
MAILING ADDRESS: P.O. BOX 28012 E1 Jebel, CO 81628
AGENT: Bonnie William PHONE: 303-963-2684
SYSTEM LOCATION: 17750 Hwy 82, T.ot 1 A l i am Rqnrh qubdi vi si on, E1 Tap1 , CO 81 628
LICENSED INSTALLER: Bonnie Williams LICENSE NO. 19-91
DESIGN ENGINEER OF SYSTEM: ENARTECH, INC. Peter Belau, P.E.
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1500 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 888 SQUARE FEET OF TRENCH BOTTOM. P.e% G 1'W-(i1 1eeK
SPECIAL REQUIREMENTS: Need inspection portals in bed system Line ender driveway must be
schedule 40 or equivalent.
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 Ill, 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,,DIS�P'EERSSAL AREA: R R ^R�_ SQUARE FEET.
INSTALLED SEPTIC TANK: / �D GALLONS 19 of DEGREES FEET 'iq'O ^ 2>cW�� �" "��� ��^ ^� �✓�C u� µ'� If
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS AND ASSEMBLY YES NO
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: X YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. _A�R//g�ANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS: ( 42"'z _ / fie ' (V`eiOC
ENVIRONMENTAL HEALTH OFFICER• DATE:
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INS ON IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANT/AGENT:
OWNER:
AMOUNT PAID: RECEIPT #: CHECK #: CASHIER:
ISDS Permit # /D15-�
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
P.O. BOX 179
EAGLE, CO 81631
328-8730/927-3823(Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00
PROPERTY OWNER: . J ,-- G � -(�_ v
MAILING ADDRESS: l�C-), �� �O 1 Z CA.11e% z8 PHONE: %G 0
APPLICANT/CONTACT PERSON:
LICENSED SYSTEMS CONTRACTOR:
ADDRESS: ('(, �ry &0 1 Z 2-j PHONE:
PERMIT APPLICATION IS FOR: ( ;NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL.SYSTEM:
Legal Description: Go t -.. I
Parcel Number: .:�3? 1 _ 3 :3.4_,0 9- DO Lot size:
Physical Address: ) 7750 P wU �'Z
BUILDING TYPE: - (Check applicable category)
(X) Residential / Single Family Number of Bedrooms
( ) Residential ./ Multi -Family* Number of Bedrooms
( ) Commercial / Industrial* Type
HOT TUB Yes ( ). No �(
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 PAYABLE TO: "EAGLE COUNTY TREASURER"
ATE:
ASHIER :
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
EAGLE COUNTY, COLORADO
July 11, 1991
Quent D. and Cleve E. Williams
P.O. Box 28012
E1 Jebel, CO 81628
RE: Final of ISDS Permit No. 1051
Dear Mr. and Mrs. Williams:
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328.7207
This letter is to inform you that the above referenced ISDS
Permit 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. We can also be reached, depending on your
calling area, at the following numbers: Eagle Valley 328-8730;
Basalt/El Jebel 927-3823.
Sincerely,
Raymond P erry, R.E.H.S
Environmental Health Offf
RPM:ckc
Encl: Informational Sheets
Final ISDS Permit
cc: Chrono File
ISDS File
Building Permit File
Ll
16-e-,
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
EAGLE COUNTY, COLORADO
May 9, 1991
Quent d. & Cleve E. Williams
P.O. Box 28012
E1 Jebel, CO 81628
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328.7207
RE: Issuance of Individual Sewage Disposal System Permit No. 1051
Enclosed is your ISDS Permit No. 1051. The enclosed copy of the
permit must be posted at the installation site. You must call
our office for final inspection before covering any portion of
the installed system; the deadline for final inspections is
December 1.
If you have any questions, please feel free to contact us at the
following numbers for your calling area: Basalt/El Jebel
927-3823 ext. 730; Eagle Valley 328-8730.
Sincerely,
/Y 09K
Roger Hosea
Asst. Environmental Health Officer
Community Development
cc: ISDS file
encl.
RH/alm
ENARTECH Inc. Consulting Engineers and Hydrologists
May7, 1991 ,y
Mr. Roger Hosia �y 0 791
Eagle County Health Dept.
P.O. Box 850 COUNTY
Eagle, CO 81631 cut
'aa£3svd DEVELOPMENT
///A%
RE: Williams Sewage Disposal System OAF
Dear Mr. Hosia,
Enclosed for your review are the Construction Plans and Specifications for a
proposed Individual Sewage Disposal System for Lot 1 of the Arlian Ranch
Subdivision, which is owned by Cleve and Quent Williams. I conducted a site
inspection and field percolation tests for this project on May 1, 1991. The results of
the percolation tests indicated percolation rates of 10.1, 9.7 and 10.5 minutes per
inch in the three holes tested. An observation pit excavated to a depth of 8 feet
indicated that the on -site soils are sand, gravel and cobbles, typical of the Roaring
Pork alluvial terrace. Groundwater was not evident in the pit.
The proposed design calls for a sand filter soil absorption system. Impervious liners
on the sidewalk of the system are not proposed because the system is to be
constructed entirely below grade; this is not a mound system. While the percolation
tests indicate that the native soil is suitable for a standard leachfield system, the
sand filter is proposed to provide an additional margin of safety due to the coarse
soil material and proximity of water supply wells.
If you have any questions or comments, please give me a call.
Sincerely,
ENARTECH, INC.
Peter Belau, P.E.
PB/des
cc: Cleve and Quent Williams
P325-01(Hosia)
302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (303) 945-2236
ENARTECH Inc. Consulting Engineers and Hydrologists
June 4, 1991
Mr. Ray Merry
Environmental Health Officer
Eagle County
P.O. Box 179
A01FIN&,
Eagle, CO 81631
RE: Williams Sewage Disposal System
Dear Ray,
This letter is to certify that the Individual Sewage Disposal System for Quent and
Cleve Williams' property (Lot 1, Arlian Ranch Subdivision near El Jebel) has been
constructed in accordance with the plans and specifications prepared by Enartech,
Inc. and approved by Eagle County. I inspected the construction on June 3, 1991.
The locations of the facilities are somewhat different than shown on the original Site
Plan; the actual locations are shown on the enclosed "As -Built" Plan. As we
discussed, the sewage disposal system encroaches into the 10-foot setback from the
front property line.
If you have any questions or require additional information, please give me a call.
Sincerely,
ENARTECH, INC.
Peter Belau, P.E.
PB/des
Enclosure
cc: Quent & Cleve Williams
P325-01(Merry)
302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (303) 945-2236
JOB NAME,
� JOB LOCATION ...
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BILL TO
DATE STARTED
DATE COMPLETED
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DATE BILLED
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
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3 -2 "Dosed bed
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5-/31/4! 401
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I ` 2 4'
SEWAGE- DISPOSAL SYSTEM -PLAN
- SCALE: 1 /4" = 1'-0"
2" FIBERGLASS INSULATION W / 2" PERF. PVC PIPE FINISHED GRADE
BACKING PAPER REMOVED INSTALLED LEVEL ON
4" OF GRAVEL, PERF. DOWN 12" MIN. COVER
SLOPE SURFACE 4" MIN. TOPSOIL
TO DRAIN
iv
8' GRAVEL - - -
(SEE SPEC.) 2" SOLID
PVC PIPE 2' SAND (SEE SPEC.)
SECTION A -A
SCALE: 114" = 1'-0'
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r
17 -\ _ 10 4
- 2
N
SEPTIC TANK
(1500 GALLON MIN. CAPACITY)
1. i SEWER PIPE FROM RESIDENCE
2. FLEXIBLE COUPLING (3 REQUIRED)
11p1C SEWER PIPE MIN. SLOPE IS 1/4'
3. GROUT PIPE INTO WALL WITH WATERPROOF
GROUT OR SEALANT
PER -OCT.
12. PREGST CONCRETE TANK, WATERPROOF
4. MANHOLE WITH RISERS AS REQ'D
13. 2' PAC SEWER LINE TO SOIL ABSORPTION
SYSZW
5. HYDROMATIC OSP 33 PUMP
6. PUMP ON FLOAT SWITCH
14. 2" SQ1. 40 PVC PIPE
7. PUMP OFF FLOAT SWITCH
15. C PM; TEE (2 REQUIRED)
8. ALARM FLOAT SWITCH
9. Cx1Irx1 r CONCRETE BLOCK
16. Y P1C UNION
17. 6' W. COVER OVER TANKS
10. PUMP AND TANK ALERT ALARM POWER
AND CONTROL WIRES; MOUNT ALARM
AND CONTROLS IN HOUSE COIL EXTRA
WIRE IN TANK TO ALLOW PUMP REMOVAL
i
SEPTIC
AND DOSING TANK DETAILS --
i
(NO SCALE)
EXISTING GRADE;
DO NOT CONSTRUCT
SYSTEM ON FILL
2
13
DOSING TANK
(200 GALLON MIN. CAPACITY)
NOTE PLASTIC TANKS MAY BE
SUBSTITUTED FOR CONCRETE IF
GROUNDWATER IS NOT ABOVE THE
BOTTOM OF THE TANKS.
DESIGN CALCULATIONS
1. Design Flow = (5 bedrooms) x (2 persons) x (75 gpd/person)
x (0.75 dosing and cons. factor) x (1.5 peak factor) -= 844 aad
2. Field Percolation Rate =10.1 minutes/inch
3. Minimum Soil Absorption Area =844 x 1 .1 - 536 so. ft.
5
4. Minimum Sand Absorption Area =_44 = 88�q. ft.
0.95
5. Proposed Absorption Area = 24' x 37' = 888 so. ft.
t
-. -r r r1 2 A 1k I
SCALE: I" = 30'
EXISTING
WELL (LOT 4)
CONSTRUCTION NOTES AND SPECIFICATIONS
1. Construction shall conform to Eagle County Individual Sewage Disposal System Regulations. The Construction
Contractor shall have a valid Eagle County Sewage Disposal Systems Contractor License.
2. The sand shall have an effective size between 0.25 mm (60 sieve) and 0.6 mm (25 sieve). The uniformity
coefficient shall be 4.0 or less. All sand shall pass a screen having four meshes to the Inch.
3. The gravel shall be 3/4'to 21/2' screened rock -
4. The sand shall be thoroughly settled by flooding or other means before placing the distribution piping.
5. The County Sanitarian and the Design Engineer shall be notified when construction commences so that the
system can be inspected for conformance with these plans. Do no backfiil over the perforated distribution piping
until the system has been Inspected.
6. The perforated distribution piping shall have 7/32 inch holes on 30 inch centers.
7. The septic tank and dosing tank shall have manholes Installed to surface grade to provide access. for
maintenance.
8. The dosing tank shall have a net volume (size of the dose) of at least 100 gallons.
9. The pump for the dosing tank shall Include float switches or electrodes to turn the pump on, off, and to sound an
alarm. The pumIt controls and alarm shall be installed in the house as directed by the Owner. The pump shall be
installed so that It can be disconnected and removed for maintenance.
10.The septic tank and dosing tank shall be bedded and Installed as per the manufacturer's recommendations to
prevent settlement and movement due to high groundwater. Install flexible couplings on all pipe into and out of
the tanks to allow for movement -
11.AII piping and tanks shall be Installed watertight and to prevent freezing.
12.Plastic tanks may be substituted for the concrete septic and/or dosing tanks with the Design Engineer's
approval
13.1-ocations shown on the Site Plan are approximate; actual locations must conform to all setback requirements.
14.Notify the Design Engineer immediately in the event that groundwater Is evident In the test pit, foundation
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REVISIONS
DATE BY
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RECEIVED
IjAY 0 7 1991
EAGLE COUNTY DATE
Cot,,%JUNITY DEVELOPMENT 5/6/91
.SCALE ;
VARIES
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ENGINEER
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CHECKED
CRP
OWA�
JOB
325-01
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