Loading...
HomeMy WebLinkAbout1993 - 157 Burgess Road - Septic Soil Report and NotesYCIM .42 SOUTH WINDSOR HEALTh bL"ii%K N.L 30. —.gym Y MIM=GATIOR FOR SEWAGE DIS".00S L SYS'M J d, �- ,. owner LOCATION PMCXA=OM TMM: (Record a11. tests) Date TAR E;ra nT q _C SOIL MOISTURE: aiga, med... low, etc HOLE #1 SOLE #2 nCLE #3 H(7LE � Time Reading Time Reeding Time RPsding Time Readizo TA13ULATTC?7 OF TEST RF'.. MTS. presoak Minimum.Percolation Rate Hole Location (aches) Ers.) (Mies./Inch)- 1 2 3 CBVERPATIOR PITS: (Record all pits) L -11 - ` Ground dater Table: Dam tear mix*) Below max., ZZ PIT A Ito -P,mot PIT B 9TT C TABUTATIOR OF OBSFRVAMION F-17S I11 PIT 0 Ground . Soil Pit Locaticu Depth L_dgP At Water At Mcttl ng A B C D _ Cve. SOU .z-i WINDSOR HEALTH -2- DEPARTMENT S?ECIAL CONDITIONS Investigatioa_for Savage,Dispoaal.Syat System design larger than 2,000 g.p.d. Water supply 'watershed ffigh ground water (less than 4+ ft.)_ Possible seasonal high ground water Watercourse, marsh or pond Limited suitable area Marginal soil (30 - 60 mins./inch) Underlying tight soil (less than 4 ft) Possible seasonal flooding Slope over 15Z'- Sballov ledge (less than 7 ft.) other CONCLUSION Suitable for sewage disposal Unsuitable for sewage disposal Additional investigation required Retest during wet season 3gineer' s plan required DESIGN RMOMMMMATIONS Investigated by Title Confi=ed/Witnessed by Title Comments: Beach •mark location Elevation �•� W � �ow,v GaR�6� s r• o,v c-� f� o v i N U U. 1771 ,✓o scale DrawA/ By MZ -- s 74-4 n D,' Pr-H A PP.X• 3, S. i 3:), -� rd p r �" 1 •Z d / 9 7 8 WEST" 1N1N G Q /�vEt-::> - R"4v EI- I 8',� PaND ��-Z-R� �- � � �. _�ti.,.�P _ G.w .�.f s ��I 1`-N — 7 a3"gip_- --- �� — - � — �- 3 —� 1-����-�s���z��9� �_ .� � r_��f-� I �� _ .. � ' _ ^ .�.'N+L � rLu �� L��v \ :fj�:-�'�ll. L--tom- �l.•Lc.:�4L-i.��.n�:=� . �. s .' W. ZJ, Nov. 1 ? 7/ M1l M-8y.00 - 7 1.0 ,��Lr g100 3.79 3 FL e3•N9 ell DB 3y. a T r � DE Pr1� z �� / 9-2 8 r wF-sr wtt4C vE ')71 T w -RAVZllEL —1,ssr Z"li� 8 S3 92,1 POND