141 STATE ST GUILFORD Connecticut 06437

DTP for septic repair DESIGN RECOMMENDATIONS/COMMENTS Benchmark – Bilco 2.72 Assume EL: 100 HI = 102.72 Grade – TP1 3.43 (el 99.29) Grade – TP2 3.75 (el 98.79) down gradient test hole R.S. Depth = 91” Slope = 1-2” % MLSS not applicable Use the bottom of test holes as as restrictive layer 91-48= 43 System to be no deeper than 43” into grade and 24’ above ground water Bottom of system elevation no deeper than 95.71