HomeMy WebLinkAbout2457 Emma Rd - 246511304001INDIVIDUAL 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. 1 0 56'
Please call for final inspection before covering any portion of installed system.
OWNER: Troy and Heidi Havens PHONE: 927-3565
MAILING ADDRESS: BOX 282, Basalt, CO 81621
AGENT: PHONE:
SYSTEMLOCATION: 2457 Emma Rd, Basalt, Sipido Subdivision
LICENSED INSTALLER: D & D Wanzer LICENSE NO. 48-91
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 828 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install as per Engineer Design
ENVIRONMENTAL HEALTH OFFICER: DATE: 12 / 5 / 91
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED /N 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: SQUARE FEET.
INSTALLED SEPTIC TANK: GALLONS DEGREES FEET
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 OFLSYSTEM IS MADE. ARRANGE A REIN%S�PECTION,WWHHEN WORK IS COMPLETED.
COMMENTS: �7 h� 4// %� //y%'I /f S p l�Rv�i iY61i Zev- p //
ENVIRONMENTAL HEALTH OFFICER: p7
DATE:
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANTIAG ENT:
OWNER:
AMOUNT PAID: RECEIPT #: CHECK #: CASHIER:
ISDS Per-ftift
~ Building Permit #
APPLICATION'"FOR.-INDIVIDUA' SEWAGE DISPOSAL SYSTEM PERMIT
w ENVIkONMENTAL- HEALTH OFFICE- EAGLE COUNTY.
P.O. BOX 179
EAGLE —CO 81631 r�
328-8730/927-3823(Basalt) 4.^;e7 ,
PERMIT APPLICATION FEE $15@.06 PERCOLATION TEST FEE $125.00
PROPERTY OWNER: av cr! 5 Two %�c�ort
MAILING ADDRESS: (Sox Z !(/ �jn CO ' PHONE• �IZ7-35G6`
APPLICANT/CONTACT PERSON: CAtuls ze4n_ 'z. PHONE: GJZ7- 92S2
LICENSED SYSTEMS CONTRACTOR: VC ohms a4--D 141,anzer
ADDRESS: &x Co/$ co PHONE: /26
PERMIT APPLICATION IS FOR: (>< NEW INSTALLATION (` ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DZSPOS SYSTE
Legal Description: .sj sobdms.s �su
Parcel Number: — Lot ize: y,OO
Physical Address: 7y ,.,".h
BUILDING TYPE: - (Check applicable category)
Residential / Single Family Number of Bedrooms .3
( ) 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: 'n "
*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"
SIGNATURE: DATE:
AMOUNT PAID:RECEIPT# DATE • 9'
CHECK #--_ CASHIER:
Vat A -
TIME LOG
Travel Perc Final
V
RECEIVED
DEC 13 M1
EAGLE COUNTY
COMMUNITY DEVELOPMENT
December 12, 1991
Eagle County Community Development
P.O. Box:179
Eagle, CO 81631
Attn: Roger Boyd
RE: 2457 Emma Road
Troy Havens Residence I . S . D. 0 105(o
HCE Job No. 91010 017
DearRoger:
On. December 2, 1991, High Country Engineering, Inc personnel.
observed the visible construction of the individual sewage disposal
system at the Havens residence., The construction appeared to be in
conformance with the intent of the design. However, we instructed
the contractor to install two observation pipes as required by the
County.
If you have any questions or need additional information, please
give us a call.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Timot P. Beck, P.E.
Princ al Engineer'
TPB:rjm
cc: Troy Havens
923 Cooper Avenue - Glenwood Springs, CO 81601
Telephone: 303-945-8676 • .FAX: 303-945-2555
Application �61
PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT.
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OWNER:
LEGAL DESCRIPTION:,
MAILING ADDRESS:
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TYPE OF DWELLING: NUMBER OF BEDROOMS
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TEST HOLES PRE—SOAKED: YES NO
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PERC RATE: ay .26 1417rl MINIMUM SEPTIC TANK SIZE: /0('-'
a= J, .Flaw
MINIMUM LEACH FIELD SIZE :_6DO
COMMENTS: 2/y I.
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t?X��4ATE : 7 Ay
Eny 4xionmental HeaIt -Off icer
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JOB
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JOB LOCATION
BILL TO
DATE STARTED DATE COMPLETED 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
JOB FOLDER Product. 278 jSgil, NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 Printed in U.S.A.
JOB FOLDER
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2-S8,3o BASE OF FILL
M 4"0 SOLID PVC
FROM SEPTIC
CENTERLINE OF 30' \ ` 428 SJr' 6' TANK
DENVER & RIO GRANDE WESTERN
GRAVEL f
R.R. EASEMENT 18•
BED
30• 4"0 PERFORATED PVC t
f ,
6' DISTRIBUTION LATERAL f
3 SLOPE 0-/FT
ABSORPTION B EXISTING GRAPHIC SCALE 3•t
O) WELL E
40 0 20 Q eo Teo �j 3*f Ak
00 1000 GAL CONCRETE ROPOSED y�y - _ - - � - - 40•
SEPTIC TANK HOUSE I 1111&111 11111011
105' ( IN FEET)
_ 1 inch = 40 rt PLAN VIEW OF BED
' N.T.S. j
:'-.. C82
• o \ • FILTER FABRIC OR i
2457 f n BM o 4" OF STRAW
EMMA ROAD ,o os50E ♦ EXISTING GROUND TOPSOIL t
o �• 7 / 64 WSJ SLOPE BED OF 1 1 /2" SCREENED j
o �-- OPE TO ROCK, 12" THICK
° \O� �� DRAIN
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c SAND FILL S NOTES
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VICINITY MAP
S 89.30'00" W 425.76'
SITE PLAN
N TS
A
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY 4�CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 =-
REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH FEET ALONG THE HOUSE SEWER. I`
` I ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE f _`
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH 5., THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL f
SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE -MENTIONED COMPONENTS OF THIS SYSTEM (PRIOR TO THE FIELD) WATER TIGHT TO RECEIVED
REGULATIONS. PREVENT INFILTRATION.
RECEIVED �
2. FLOW CALCULATIONS:
6. TOPSOIL COVER MAY BE VARIED IN DEPTH (WITH 1 FOOT MINIMUM) AND OCT O H In
3 BEDROOMS*2 PERSONS/BEDROOM*75 GALLONS/PERSON/DAY =450 GAL. SHAPE TO ALLOW LANDSCAPING. EAGLE COUNTY
450 GAL/DAY = AVERAGE DAILY FLOW J
\675 GALLONS/DAY = MAXIMUM DAILY FLOW = (1.5*AVERAGE) 7. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO I
X1000 GAL. SEPTIC TANK IS MINIMUM REQUIRED COMMUNITY DEVELOPMENT
WITHIN '�-FOOT OF FINAL GRADE. 6N
FIELD CALCULATIONS: 8. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG i
LOADING RATE 0.95 GAL./DAY-FT' @ GRAVEL BASE AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. ;
LOADING RATE = 0.75 GAL./DAY FT' @ SAND BASE
N710 S.F. MINIMUM GRAVEL BASE AREA 9. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM FILL AREA f f
f 900 S.F. MINIMUM SAND BASE AREA USING DRAINAGE SWALES AS NECESSARY. NO DATE REVISION BY
_ _ _ HAVEN RESIDENCE
3. SAND FILL SHALL MEET THE FOLLOWING CRITERIA: BASALT; COLORADO
100% SHALL PASS THE #4 SIEVE (6.4 MM)
f <10% SHALL PASS THE #200 SIEVE (0.13 MM) ��A�A' EW w'
f SHALL HAVE AN EFFECTIVE SIZE (D..) BETWEEN #100 AND #40 (0.25 NWIr' I'� I'�
TO 0.6 MM) -
SHALL HAVE A UNIFORMITY COEFFICIENT LESS THAN 4 (D60/D10<4) 2457 EMMA R OAD
CONCRETE SAND AND MASONRY SAND WILL BOTH GENERALLY MEET THESE
HKV-i COIA�ITFiY ENIGIIF EFlN INC.
CRITERIA. 9M COOPER AVENUE
DES. TPB CK: FILE N0. SHEET 1 GLENWOOD) 945-8676
CO 81601 _
DR. HMS DATE 9/24/91 91010.017 OF t _ _