HomeMy WebLinkAbout90 Arlian Rd #3 - 239133404004 - 1159-92ISINDIVIDUAL 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. 115.9-92
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OWNER: Matt & Kim Johnson PHONE: 963-2063
MAILING ADDRESS: P O Box 9820, Aspen, CO 81612 -
AGENT: PHONE:
SYSTEM LOCATION: 0090 Arlian Road
LICENSED INSTALLER: Top wei nri ac , I - W - Eartlimoyi ng LICENSE NO. 1 5 92,
DESIGN ENGINEER OF SYSTEM -
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1250 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS: 540 ft with
900 _ SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM. 30 Infiltrators in bed
SPECIAL REQUIREMENTS: Inspection portals required in each trench Installation of ISDS is
to follow the revised site plan created by High Country Engineering.
` G
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 DISPERSAL AREA: L�L� SQUARE FEET. V 1 a 3l/
INSTALLED SEPTIC TANK: J..�EG GALLONS DEGREES FEET 56L
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS ANDASSEMBLY
YES NO
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM
�IIS-�MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS:
ENVIRONMENTAL HEALTH OFFICER: 4l p �d^"'�� -1 DATE: / V
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANT/AGENT:
OWNER:
AMOUNT PAID:
RECEIPT #: CHECK #: CASHIER:
Incomplete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
ISDS Permit #
�'•'• �. ��s�/�� i'l /��/'��2� BuildingPermit
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (Basalt)
PERMIT APPLICATIO E $150.00 PERCOLATION TEST FEE $125.00
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
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PROPERTY OWNER: /1�/11 AfM6 _/C�/n JOAALOA/
MAILING ADDRESS:
PPLICANT/CONTACT
v LICENSED SYSTEMS
�00
PHCNE3�, �(0 3 -�OC3
PHONO 7 �2 0-60,70
PHONE:
COMPANY/DBA : VV O,// �/P/L11.1J�1.1 �4,0j
PERMIT APP
LICATION IS FOR: (✓) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: LOT 3/ Rerv1301VIs10/l oc LOT I
Tax Parcel Number: 9,39 1 -33�- oq -Qo q . Lot Size:
/f G.
PERSON: 6
CONTRACTOR:
Physical Address:
BUILDIN�
TYPE: (Check applicable
Residential/Single Family
Residential/Multi-Family*
Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable category)
( ✓) Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
Number
Number
Type
of Bedrooms
of Bedrooms
*These systems require design by a Registered Professional Engineer
SIGNATURE:
***�**�*****vckr. Yc*Yc**x*************Yr*vrvc****x**Y*�****Da*x********yr***x•**veyt**
AMOUNT PAID: �``/�'` RECEIPT c �� ( DATE: 4P f ��
CHECK PERC: CASHIER.
TIME LOG: TRAVEL: 1NRUOUAN Awi,niNnwo
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COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
EAGLE COUNTY, COLORADO
July 8, 1992
Matt & Kim Johnson
P.O. Box 9820
Aspen, CO 81612
RE: Final of ISDS Permit No. 1159-92
500 BROADWAY
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. This permit does not indicate
compliance with any other Eagle County requirements. Also
enclosed is a brochure regarding the care of your septic system.
Be aware that later changes to your dwelling may require
appropriate alterations of your septic system.
If you have any questions regarding this permit, please
contact the Eagle County Environmental Health Division at
328-8755.
Sincerely,
Brenda Henderson
Office Assistant
Environmental Health
/bh
ENCL: Information Brochure
Final ISDS Permit
cc: Files BP# 5346
Lauren- Page 1 of 1
Lauren Brinker
From: bock, peter[peter. bockQ u d icial. state. co. us]
Sent: Wednesday, July 05, 2006 9:27 AM
To: Lauren Brinker
Subject: 0090 Arlian Rd expansion
Lauren -
The addition we are building is for a family room (TV, fireplace, wife's arts & crafts) and will not have any
bedrooms. It will have a bathroom, wet bar and utility room for the water heater.
If there is anything else you need, please feel free to call me. I am in until 4:00 p.m. today. Also please e-
mail me back so I know this went through. Thank you.
Peter E Bock Jr
970-704-2745
�-,-WY
7/5/2006
�.w 1D
July 1, 1992
Eagle County Community Development
P.O. Box 179
Eagle, Colorado 81631
Attn: Roger
Re:\Johnson Residence
Lot 3, Resubdivision of Lot 1, Arlian Ranch
HCE Job No. 91010.015
Dear Roger:
On June 29, 1992, High Country Engineering, Inc. personnel
observed the visible construction of the individual sewage disposal
system at the Johnson residence. The construction appeared to be
in conformance with the intent of the design.
If you have any questions or need additional information, please
give us a call.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Tim thy P. Beck, P.E.
Prin ipal Engineer
TPB:cso
cc: Kim Johnson
923 Cooper Avenue • Glenwood Springs, CO 81601
Telephone:303-945-8676 • FAX:303-945-2555
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1159-92 - 2391-334-04-004, 0090 Arlian Road,
Matt Johnson
JOB NO.
JOB LOCATION k a
rIL T "o n
DATE STARTED
DATE COMPLETED
DATE BILLED
fj�jmo- >'- I b 3 9 - i:Idd i-hoh exi 5-}1'
hom,e -N(5a6Wh0h2ll kieolvoQ
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
JOB FOLDER Product 277 @ NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB FOLDER Printed in U.S.A.
9t
�I■
A 17402824"
R 50.00'
T = 1035.93'
L 152.26'
NOTES FOR INFILTRATOR
BED SYSTEM
VICINITY MAP
1. EXCAVATE AND LEVEL DESIRED BED AREA. RAKE INFILTRATIVE
GENERAL NOTES
SURFACE TO ELIMINATE SMEARING. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE
' 2, PLACE ROWS OF 'INFILTRATOR" CHAMBERS NEXT TO EACH OTHER TO COUNTY REGULATIONS FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEMS,
EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY
- ACHIEVE DESIRED BED AREA. NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE
A. END PLATES SHALL BE SCREWED IN PLACE AND UNITS INTERLOCKED FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE
MENTIONED REGULATIONS.
AND SCREWED TOGETHER.
2. FLOW: 4 BEDROOMS •2 PERSONS/BEDROOM •75 GALLONS/hERSON/bAY IS
B. RUN DISTRIBUTION PIPE TO EACH ROW OF UNITS. DOWNSTREAM 600 GPD = AVERAGE DAILY FLOW.
ENDS OF "INFILTRATOR" CHAMBERS MAY BE LOOPED TOGETHER FOR MAXIMUM - 1.5+ AVERAGE = 900 GPD
50' i BEST DISTRIBUTION.
- -- - -_---" — -
SEPTIC TANKMINIMUM PRE -CAST CONCRETE TANK SIZE ACCORDING -TO
- •
C. DISTRIBUTION PIPE TO BE LEVEL AND AT APPROXIMATELY SAME --
CDOH REGULATIONS IS 1,250 GALLONS.
ELEVATION AS BED. .FIELD SIZE: PER CDOH EQUATIONS:
I 3. FILL SIDE WALL AREA AROUND PERIMETER AND BETWEEN ROWS OF UNITS = - A = Q�t Q =MAXIMUM FLOW
WITH NATIVE MATERIAL UP TO THE TOP OF SLOTS AND 'WALK" IN 5 t = PERCOLATION RATE = 15
3' i PLACE TO GIVE PROPER SUPPORT TO SIDES. BANK RUN SAND AND
GRAVEL MAY BE USED IN CLAY OR SILT SOILS. A = 900415 = 700 §_Q0.FT
4. BACKFILL TO A MINIMUM DEPTH OF 12" OF COMPACTED, SETTLED COVER. A 153• 2�3F� BED VS. TRENCH) = 900 SQ. FT. (STANDARD BED)
AVOID LARGE ROCKS IN BACKFILL MATERIAL. DO NOT USE WHEELED
4"0 BED PIPES VEHICLES ON THE BED DURING CONSTRUCTION. PER CDOH MINIMUM REQUIREMENTS FOR USE OF -INFILTRATOR- SYSTEMS
(PERFORATED PVC)
3, AREA REDUCTION = (0.6O;+i�A
AREA REQUIRED 6• 900
(SO ID PIIBU710N PIPE 0 18.75 SQ. FT UNIT 30 UNITS HVFILTRATOR BED)
(SOLID PVC) ( NATURAL BACKFILL
18' 3. TOPSOIL: SOIL EXCAVATED FROM SI ACCEPTABLE IF NO CLAY IS
i 12" MIN. COVER PRESENT.
4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD.
IN FROM SEPTIC.. TANK 6• -• - > - .. - , . ,� -.: _ I � � � � ��
5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100
FEET ALONG THE HOUSE SEWER.
6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO
WITHIN 1/2-FOOT OF FINAL GRADE.
3. EDGE OF GRAVEL ( ' j \\/ 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG
AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
\//\//\\//\,1 /I\ //\\\\. \\/ 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM AREA
\� `\� �\ USING DRAINAGE SWALES AS NECESSARY.
I 9. PERCOLATION RATE BASED ON TEST BY HIGH COUNTRY ENGINEERING, INC.
INFILTRATOR UNIT TYP. ON DECEMBER 6 I ( ) 1991.
NTURAL GROUND
10. IF "CONTACTOR' UNITS ARE TO BE USED IN LIEU OF INFILTRATOR UNITS,
CONTACT ENGINEER TO DETERMINE NUMBER OF UNITS NEEDED.
STANDARD BED PLAN � INI I 11. A MINIMUM OF TWO INSPECTION WELLS WILL BE REQUIRED.
LTRATOR BED CROSS SECTION
N.T.S. N.T.S. RECEIVE
y
E
i
REMOVABLE CAP REMOVABLE CAP NOTE: EAGLE COUNTI
THIS PLAN SHOWS TWO OPTIONS FOR CONSTRUCTION 15j "!"41TY DEVELQ TAT
DRAINAGE TRENCH AROUND I HIGH SIDES OF BED A STANDARD ABSORPTION BED AND AN INFILTRATOR
- I
INSPECTION WELL i BED. EITHER OPTION IS ACCEPTABLE.
W/AIR TIGHT CAP FILTER FABRIC, OR 4 (MIN.) I
R DIVED
STRAW OR MARSH HAY �;� CUT HOLE IN TOP OF INFILTRATOR UNIT7/7
I`',' , ;
SOLID PIPE FOR INSTALLATION OF INSPECTION WELL j I'
1' MIN. / / . / . /� /� PIPE SOLID PIPE
BACKFILL iUl�i i i u't PhiENT
COUPLING CROSS PLACED ON
3' MAX. O O OO 0 O O I DISTRIBUTION PIPE
OQ� Q 000 Op0 0 6" (TYP.) 0 ! PERFORATED PIPE PERFORATED PIPE NO. 6DATE2 CHANGED PER REVISION COMMENTS TPB
BY
(TYPBETWEEN PIPEs� 3, -� o JOHNSON RESIDENCE
3 ' , 0
4.0 PIIPPET(TYP.) 1 1/2' SCREENED ROCK //,// + / EAGLE, COUNTY
/i�/.
- NDN=AL SEWAGE DGEWAL SYSTEM
- - - - - 0090 ARLIAN ROAD
SECTION �A- A
INSPECTION WEB. DETAIL INSPECTION WELL DETAIL, ,.,�,c,� ,,,c. LOT 3 ARLIAN RANCH SUB.
N.T.S.- I - ,
FOR INFILTRATOR UNITS FOR STANDARD BEDS WMCOOPMAVBAE
N..s. N.T.S. . CO 81601
DES. 78 CK. FILE NO. SHEET 1
(303) 945-8676
91010\015JOHN 6/12/92 DR. HMS DATE 6/2/92 91010.015 OF 1