Loading...
HomeMy WebLinkAboutProposed Septic Planlei "� RmaTom' LaX5 F=p T (— ^ I_. E E, C, 1_1 a-f:;e,m:k4c-j4 c:sE:c, r JE ( NO cs c_— ^ L.. E: ) TRENCH A z X 0 ri C TEST LATE 09/lb/al 6T a 16 Sb INVERT 3 BOR.HOUSE PMtC RATE 10 MIN/INCH t TH 026 *9 0"You to to.31 7** YtLLm/lanow'' 'SAMN LOAM IN 495 SF LEACHING ARr A REQUIRED a68-6� 31 so to 100" GRAY VERY FT W4 SAMY TILL HIGH %-- - GREYSTONE DRIVE MONTVILLE, CT OVERFLOW 100" to 135" GRAY SANDY TILL RIWLECTING LENGTH 55* 55' 55 GROUNDWATER LVIEL PROVIDE: I - 1250 GALLON SEPTIC TANK NO E ENCOUNTERED LJWG 3 - 3' W I DE TRENCHES WITH A LENGTH OF 55 LF MOTTLING 0 35" PROVIDING 495 SF OF LEACHING AREA NO GROUND WATER ENCOUNTERZD ROOTS EXMIJDING TO 30 UTILIZING SERIAL DISTRIBUTION 100% RESERVE AREA TEST DATE 04/07/89 WATER SUPPLY DRILLED WELL TP #A 0 to to 5 LOAM 5" to 30 TAN FINE SILTY SAND 30" to 47" GRAY FIRM MEDIUM SILTY SAND 47" to 59 GRAY FINE SILTY SAND 59 t o 79** *LS MEDIUM SANDS AMD GRAVE NO LEDGE ENCOUWMED MOTTLING FAINT 0 38" NO GROUND WATER ENCOUNTF3= LARGE Rocts AT SURFACE 6Jv 3 4 STEEP St )PES TP #B 091 59s to to 5 30@* LOAM TAN FINE SILTY SAND 6" (MIN) TOPSOIL30`11 to 44" GRAY FIRM MEDIUM SILTY SAND o �� 06 / / FILTER FABRIC OR 44*1 so to to 50`9 80" TAN VERY FINE SILTY SAND FIRM GRAY MEDIUM SILTY 'SANDS, r 6 (MIN) tv 0 01 //x BUILDING PAPER to NO LEDGE ENCOUNTERED ///7© 777 .BROKEN STONE OR IMG DISTINCT' 0 40 o 10NO SCREENED GRAVEL GROUND WATER EPCOU*TMED 12"(MIN) 0 00 0 PERCO LATION TEST No. 26: 09/16/87 3.6 MIN/INCH 19 oil 1. 010 �L_ * I /// 00-4001, 4** PERF. P.V.C. PIPI ENGINEERED SYSTEM REQUIRED DUE TO MOTTLING DEPTH ORDER OF THE UNCAS DESIGN PERCOLATION RATE 10 MIN/ INCH PER F=p T (— ^ I_. E E, C, 1_1 a-f:;e,m:k4c-j4 c:sE:c, r JE ( NO cs c_— ^ L.. E: ) TRENCH A B C -RF.WCH 7) 70-o0 6T a 16 Sb INVERT PROFESSIONAL ENGINEER_ t 3 J I MMY ROAD - �o�'f'�rv�► M�►! �' iii CANTERWRY, CT 06331 IN ;;L7/./7 a68-6� OUT MR HIGH %-- - GREYSTONE DRIVE MONTVILLE, CT OVERFLOW a7/. 0 B Vit.68_#_v8 TRENCH LENGTH 55* 55' 55 lot:: LUTION Of IMMAY T -1 41VI Ev Flar � "s- c �i V E 0 c5u -7 f T, T FW*�-,r All INVIL. ti REVISIONS ro PROFESSIONAL ENGINEER_ 3 J I MMY ROAD - �o�'f'�rv�► M�►! �' iii CANTERWRY, CT 06331 MR t7r, 7 %-- - GREYSTONE DRIVE MONTVILLE, CT _0