HomeMy WebLinkAbout147 Salt Creek Rd - 210719302003INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631
Telephone: 328-8755
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1322
Please call for final inspection before covering any portion of installed system.
OWNER: Stuart & Dale Hoyt PHONE: 408-268-3866
MAILING ADDRESS:_ 1255 Nan carrow Way city: San Jose state: CA zip: 95120
APPLICANT: Brad Foster / Boles Custom Bildg. PHONE: 926-3202
SYSTEMLOCATION: 147 Salt Creek Rd., Eagle TAX PARCEL NUMBER: 2107-193-00-031
LICENSED INSTALLER: Rex BOssow Excavation LICENSE NO: 24-94
DESIGN ENGINEER OF SYSTEM: Intermountain Engineering
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 1050 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install as per engineer's design of 10/25/93, with the exception of the
high level overflow distribution. Install distribution pipes into the side/front of the
chambers as opposed to the top of the chambers. j
ENVIRONMENTAL HEALTH APPROVAL: DATE: �/ l
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. 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. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED.
FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE 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: 900 SQUARE FEET.
INSTALLED SEPTIC TANK: 1000 GALLON DEGREES FEET FROM
SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLY X YES NO
COMPLIANCE WITH COUNTY/STATE REQUIREMENTS: X YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
COMMENTS:
ENVIRONMENTAL HEALTH APPROVAL: DATE: �7 4
ENVIRONMENTAL HEALTH APPROV DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
APPLICANT / AGENT:
OWNER:
PERMIT FEE PERCOLATION TEST FEE___ ___ RECEIPT# _ ______ _ CHECK#
Incomplete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
ISDS Permit # 13aa
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 $200.00
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
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PROPERTY OWNER: 57LA k- LT �,. �� [' MyT _
MAILING ADDRESS: ZS LU PHONE: �408 Z�&(P
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APPLICANT/ CONTACT PERSON: � _ aT81"L - ���s aQy,ysZPHONE: C 31 R zfo 3zv�
LICENSED SYSTEMS CONTRACTOR �icX '�SSow -U4c��cT_ PHONE : (30 sz4" 51757
COMPANY / DBA : ADDRESS: K � � u F�Sy�� IQ 21 t',37
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PERMIT APPLICATION IS FOR: (u) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
'
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYST:
Legal Description: LOT 3 C—r�(Q ^P � '�,c cya;i v' -fl�i . TELL CfX�TY GL
Tax Parcel Number: .?-Ic)'7-_lQ3-' 00-03j Lot Size: _I7,F-�>q
Physical Address: 14-7�*' Cee�►Lt�
BUILDING TYPE: (Check applicable category)
Residential/Single Family Number of Bedrooms
( ) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type
TYPE OF WATER SUPPLY: (Check applicable category)
(�. Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
*These systems require design by a Registered Professional Engineer
SIGNATURE: Date: r42-/Ilf
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AMOUNT PAID: 'S� •O� RECEIPT #: Il 77 / DATE: J/�,V- ! /9L/
CHECK #: n4 CASHIER: !Z6PJ
interMI ou main
E ngi�neering Ltd.
May 13, 1994
Brad Foster
Boles Custom Builders
P.O. Box 1279
Avon, CO 81620
13�z %3
Re: Septic System Installation Inspection
Hoyt Residence
Lot 3, Eagle Pines subdivision
Eagle County, Colorado
Project No. 94261rr
Dear Brad:
At the request of Rick, the installer, on May 10, 1994, we
visited the construction site on Lot 3, Eagle Pines Subdivision,
Eagle County, Colorado for an inspection of the Septic System
Installation.
The bottoms of all four trenches were into light brown, sandy
SILT. Twenty eight Infiltrator Trenches, six in each trench, were
installed. The septic tank was a 1,000 gallon concrete tank, with
two compartments. The Infiltrators were connected to the septic
tank with a 4 ,inch PVC pipe, with 4-inch PVC sections teed off to
the side of,the first Infiltrator in each row. There was also a
clean --out port installed in the last Infiltrator in each row, as
shown on the septic Plan Drawing, dated October 25, 1993, Project
No. 93715G.
If you have any questions, please do not hesitate to call.
MAY I 1 I:?94
Sincerely,
Luiza Petrovska, P.E.
Project Engineer
Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531
1420 Vance Street . Lakewood, Colorado 80215 9 Phone: 232-0158
1322-94 - Parcel #2107-193-00-031 �
JOB NAME 147 salt creek Road xoYT JOB NO.
Lot 3 Eagle Pines Sub.
rna r ncnTrnnr _ _ .
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
i A-
S �9,!31 19
1
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
JOS FOLDER Product 278 Qp NEW ENGLAN.D BUSINESS SERVICE, INC.. GROTQN, MA 01471 JOB FOLDER Printed in U.S.A
a
SUBSURFACE SOIL CONDITIONS
Test Pit No. 2—
O,to 2.0' Topsoil
2.0' to 5.5' Light brown sandy SILT-
5'.5' to 8.0' Light tan, silty gravelly
7380
SAND with cobbles
—
_
o Groundwater Encountered
PERCOLATION TEST DATA
\
Perc Test No. 1 Perc Test No.
2 Perc Test No. 3
•
35.7 min/inch 28.8 min/inch
27.8 min/inch �,. \
C)�
The -average percolation rate is 30.8 minutes
per inch. `
7j75
DESIGN DATA
Average percolation rate T = 30.8 min/inch
Number. of bedrooms: 3
--
Number of bathrooms: 2-1/2
!
-�
Garbage Disposal: yes
\
Automatic Washing Machine: yes
\
Maximum Daily -Flow: Qmax
_
Qmax _ 3 bdrms x 2 persons/bdrm x 75
gal/person/day x 150%
Qmax _ _675 gallons/day
t
%