HomeMy WebLinkAbout03562 1 . .
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residence
o 63' a
39.2'
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clean out iu
1000 gallon L /
septic tank 6
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S s 6 rows of 14 standard e ta S
o Infiltrators for a total
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PARSONS RESIDENCE
'/, TRACT T 32, DRAWING NTLERS 1
� NOVEMBER 13, 2001 J
SCALE. 1' =20' NORTH
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1 S.0 Limitations
1 This report is a site specific design for installation of an individual sewage disposal system and is applicable
only for the client for whom our work was performed. Use of this report under other circumstances is not an
appropriate application of this document. This report is a product of Cronk Construction Incorporated and
I is to be taken in its entirety. Excerpts from this report may be taken out of context and may not convey the
true intent of the report. It is the owner's and owner's agents responsibility to read this report and become
familiar with the recommendations and design guidelines contained herein.
The recommendations and design guidelines outlined in this report are based on: 1) the proposed site
development and plot plan as furnished to Cronk Construction Incorporated by the client, and 2) the site
conditions disclosed at the specific time of the site investigation of reference. Cronk Construction Incorporated
assumes no liability for the accuracy or completeness of information furnished by the client. Site conditions
are subject to external environmental effects and may change over time. Use of this plan under different site
conditions is inappropriate. If it becomes apparent that current site conditions vary from those anticipated, the
I design engineer should be contacted to develop any required design modifications. Cronk Construction
Incorporated is not responsible and accepts no liability for any variation in assumed design parameters.
1 Cronk Construction Incorporated represents this report has been prepared within the limits prescribed by the
owner and in accordance with the current accepted practice of the civil engineering profession in the area. No
warranty or representation either expressed or implied is included or intended in this report or in any of our
1 contracts.
' SEAL
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n
oqp\ a nal Thomas A. Croak, P.E.
2 `"T cam`
i tti y D� l : Date Ciril , 1h% z co t
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NOTE: This individual sewage disposal plan is meant to include the following four pages of graphics
' including: 1) plot plan, 2) septic layout plan, 3) absorption field pbm view, and 4) absorption field cross
section. The plan is not to be implemented in the absence of these related graphics. In addition, results
from the percolation test and soils evaluation are included for reference as Appendix A.
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1 INFILTRATOR, INSTALL IN ACCORDANCE
WITH 'INFILTRATOR TECHNICAL MANUAL, EXISTING GROUND SURFACE
INFILTRATOR SYSTEMS INC., 123 ELM
'
STREET, SUITE 12, OLD SAYBROOK, MAXIMUM 3/1 (33Y,) SLOPE TO
CONNECTICUT 06475 EXISTING GROUND SURFACE
EPLACEMENT SOIL - PERC RATE RANGING
ROM 5 MIN/IN. TO 40 MIN /IN. AS 10' MINIMUM (113°
SOIL CAP (MOUND 5Y.)
PPROVED BY DESIGN ENGINEER RECOMMENDED)
o I X 11 .. .. II u II u u�. a -- I� - - _ , -id
" ISSII) air akilt all ail aka.
( 1 11 11 1 11 I_ =II- I II I - 1 1- 61 I III III tI III- III °l
1 F- 24'
a Nl
21 ---DISK OR SCARIFY I
1 ._1L_ -54'
HIGH SEASONAL VATER TABLE SOILS LOG
(SEE NOTES)
I ABSORPTION FIELD - CROSS SECTION
SCALE' 1' ■5'
' PARSONS RESIDENCE NOTES
2801 COUNTY ROAD 233
' TRACT 32, ANTLERS ORCHARD M1 -LIGHT BROWN SILTY /SANDY CLAY;
ABSORPTION FIELD - CROSS SECTION FRIABLE) MEDIUM DENSE[ ALKALI
OCTOBER 9, 2001 SALTS
SCALE' I'=5' STANDING GROUNDWATER AND HIGH
SEASONAL VATER TABLE AT 46'
BELOW GROUND SURFACE
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