HomeMy WebLinkAbout03492 INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER (Z / 1! /1 A
ADDRESS /Z/ 3 ?4 .QI // 2 , & r h » n t it A PHONE '7 70 - 3 -- 7/ 4'S
CONTRACTOR �� af
ADDRESS -.CQn+ L a..-) ahrif- -2. PHONE eeus 6/7
PERMIT REQUEST FOR c,L) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY: /
Near what City of Town 2 P 1 t P n cl Size of Lot 6 . SI nano
Legal Description or Address 121 L4-i Crf // ( h z*ri i Co
WASTES TYPE: ( ) DWELLING ( ) TRANSIENT USE
ONO COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES
( ) OTHER - DESCRIBE
BUILDING OR SERVICE TYPE: ii . , _ #, _ r. S I- • I ' '
Number of Bedrooms —/ Number of Persons 0415
g
IC) Garbage Grinder (� Automatic Washer (y,) Dishwasher 6a""'*`�° G
nA
SOURCE AND TYPE OF WATER SUPPLY:) WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier: 1v
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 3 hi-au) -? -
Was an effort made to connect to the Community System? A1/ar■ / v/4- il.a -r3/ F
A site elan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table
Percent Ground Slope
2
y ; Greg & Dianne Park
1 ISk
SE Job No. 21076.01
ant
June 12, 2001
Page 5
en ral Notes:
z
All materials and installation practices shall conform to the Garfield County Individual Sewage
Disposal Regulation.
t All sewer lines and distribution lines in the system shall be 4" Schedule 40 or SDR -35 PVC unless
specified otherwise on the plans.
,c)" Add a two -way clean out on the service lines from the bed and Breakfast facility and detached garage.
4),!The system shall be plumbed to distribution effluent into the trenches with equal distribution.
5)The contractor shall ensure that the concrete septic tank and sewer lines are watertight.
6)1 The trench area must be protected to prevent damage from vehicular or livestock traffic and must be
\ ,crowned to divert drainage runoff away from the trenches to minimize surface infiltration.
7) ff The infiltration chambers shall be installed level in each trench. A splash plate shall be installed on the
trench bottom surface below the inlet in each trench to prevent scouring from the effluent. The top of
9 the backfill over the chambers shall be covered with filter fabric or other suitable pervious material to
prevent the migration of fines from the overlying topsoil layer.
L e trenches must have a minimum cover of 12 inches. A final cover of topsoil suitable for vegetation,
t tnuumum`4 "deep, shall be placed from the top of the pervious cover layer to the finished surface
-,grade,
?The absorption trenches must be sodded or covered with vegetative ground cover.
,11'1"1
scour design and recommendations are based upon data supplied to us by others. If subsurface or site
conditions are found to be different from those presented in this report, we should be notified to evaluate
the effect it may have on the proposed ISDS. If the County Environmental Health Department requests
;changes or modifications to this design, we should be contacted to evaluate the effect on the ISDS.
If you have any question or need any additional information, please call.
! . a Sincerely,
SOPRIS ENGINEERING, LLC
> . ,-
+ ° Paul E. Rutledge
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