HomeMy WebLinkAbout341 Jackman Ranch Rd - 210507301010 - 0471ISEAGLE CC TY DEPARTMENT OF ENVIRONMEt L WEALTH
x Bo811 6th & Broadway POSTED ON SITE Colorado 8IdCALL FOR FINAL INSPECTION BEFORE
Eagle,COVERING ANY PART OF INSTALLED
PERMIT NO 4 1 NisTdoes not constitute
• a building or use permit)
SHARI ALLAN/V. E. HAMMINGSEN DUPLEX
LOT 4, BLOCK 3 - LAKE CREEK MEADOWS on Jackman Ranch Road
ion
C& Installer:
.onal Construction approval is hereby granted for a
Septic Tank or Aerated treatment unit.
)n area (or dispersal area) computed as follows:
1 inches in 21 minutes
.rption area per bedroom
bedrooms 6 x
uggest
gallon
MINIMUM REQUIREMENTS:
1) Two 1,000 gallon tanks with
2) Two 8x8 dry wells with
sq. ft. diversion valve for each
side of the duplex
sq. ft. minimum requirement
tober 21 z_ 1980_ _ Inspector Erik W.
OVAL OF SYSTEM:
Edeen
The dry wells are to be
25' apart center to center.
n shall be deemed to be in compliance with the Sewage Disposal laws until the assembled system
ed prior to covering any part.
Septic Tank cleanout to within 12" of final grade or aerated access ports above grade.
Proper materials and assembly.
Adequate absorption (or dispersal) area.
Adequate compliance with permit requirements.
INSTALLED; 'l) Two 1,-000 gal tanks w_
2) Two 10xl0 dry wells for each
side of the duplex
SEE DRAWING WITH PLANS
Adequate compliance with County and State regulations/requirements.
November 12,. 1980 Inspector
Erik Edeen
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
3:
3tallatiog must comply with all requirements of the County Individual Sewage Disposal Regulations,
.d pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973
)ermit is valid only for connection to structures which have fully complied with County Zoning and
ng requirements. Connection to or use with any dwelling or structures not approved by the building
oning office shall automatically be a violation of a requirement of the permit and cause for both
action and revocation of the permit.
in III, 3equires any person who constructs, alters, or installs an individual sewage disposal
n in a manner which involves a knowing and material variation from the terms or specifications con-
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REGISTERED PROFESSIONAL ENGINEERS
REGISTERED LAND SURMDRS
June 28, 1979
Mr. Philip D. Taylor
Taylor and Associates
334 Parker.Place
2600 S. Parker Road
Aurora, Colorado 80014
Re: Soil Percolation Test
Lot 4, Block 3, Lake Creek Meadows _
Eagle County, Colorado -
Dear Mr. Taylor:
In accordance with your instructions we have performed the above
referenced soil percolation test. This test was performed in accordance
with the procedures of the Eagle County Individual Sewage Disposal Systems
Regulations.
A typical soil profile on the site consists of an upper layer of topsoil
extending approximately 6 to 10 inches below the existing ground surface_
underlying this layer is a stratum of brown, dense, slightly moist clay
with a trace of medium to fine sand and organic matter. This stratum ex-
tended the full depth of the test holes. No ground water was encountered
in any of the holes at the time of testing.
The following table presents the results of the percolation test.
Please refer to the enclosed test hole location plan.
Test Hole Number Depth (inches) Minutes/l inch drop
TH-1 42 24
TH-2 36 26
TH-3 36 14
Average field percolation rate = 21 minutes/1" drop
Civil and h'echanical Engineering • Planning • Surveys • Subdivisions • Water and Sewer Systems
BOX C-100--AVON, COLOARDO 81620 —PHONE 949 -5072, DENVER 893-1531
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0471 Lt 4, Blk 3, Lake
JOB NAME Crk Meadows
Vnrr•cl $
c,ca c g At T FiRrco F' l I j
�- JOB NO.. -
-00P5013 LOCATION
BILL TO
DATE STARTED M DATE COMPLETED
L L C
DATE BILLED
C, S��c
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
C,'' M'� i+ T ��~^ �//��� � \
rzi 14-Rall\�(.� I iuC�ec Icy 1 i)P,)'L ) C � It ��(" \
J
PERMIT #471 .
LL C 1 `
OWNER: - r ��---
�. ..,,
LOCATION: Lot 4 - Block 3 - Lake Creek Meadows
Jackman Ranch Road n }
INSTALLER: Jeff Audilett
SIZE OF TANK: two 1,000 gallons tanks with two 1Ox10 dry wells
(diversion valve for each side of duplex)
DWELLING: Duplex - 6 bedrooms
P�ERC RATE: on a inch/21 minutes
715 nn
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
••�•^• •«-�••-��-a-+v uy, LI IR LVCC11
DER Printed inU.SA
