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HomeMy WebLinkAboutEngineered Plan - 0984i' SECTION - SEWAGE ti - SEPTIC TANK - - "D" BOX - - LEACH P IT TOP OF FDN (MSL) -2" OF 1leTO 42" �` •r;;,,.....,, WASHED STONE "* d. LOT IN • OUT IN- OUT • IN - Q L4� SEPTIC / F AI"45.25 TANK . 2.50/ r o s' ELEV. ELEV. pT'] ELEV. �- ELEV. ELEV. El_. _ ' u'ly a r •7 *1M I i of 14 rd.�a• WASHEDSTONE " r r . ' TEST HOLE LOG ..... y / , �`;" • I F TEST BY D,Jvvt Cc'c>E�,Ffi�?T CFi1JfJ1iJ�IYfarm, Q.G7.{. yY �oJ.< ! -' WITNESS Q �^►R� BEDROOM HOUSE TEST DATE DESIGN # r tC • . , 0.. `,� T.H. 'r 1 T.M. 2 E'LEV.'R�.Sn "1 i ELEV. NO DISPOSER DISPOSER t s y PERC RATE2 MIN/IN. r FLOW RATE ��C.3 (GAL./DAY) 3 ° I wy • .. SEPTIC TANK 3?C7 x (I.S)= s REQ'D SEPTIC TANK SIZE `�``"� • P + I a LEACH FACILITY 5•�, 3 '' SIDE WALL �� = 150.19 _ (2.5) a 3'lG,`�9 G/D. INE (4r, C�t � .� BOTTOM �2TY '� = 5©.ZCo I I,vi a 5©.ZGr G/D. �' j �l. TOTAL 2o1.Caj S = 2� •? Cap ,R r ray N USE: LEACHING PVT WATER ENCOUNTERED �O NOTES: (UNLESS OTHERWISE NOTED)+ x 1. DATUM (MSL), TAKEN FROM QENtJI `� gUADRANGLE MAP q 2. MUNICIPAL WATER ....Lit ._................AVAILABLE i $ PIPE PITCH ?/a PER FOOT 4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO - -44 • + ' � �Yr 5. MIN. GROUND COVER -OVER ALL SEWAGE FACILITIES: 41) FT. f i f � RJ IA.;`i 1} � f g r+,i_+ � DISTANCE AS CERTIFIED 6. PIPE JOINTS SHALL BE MADE WATER TIGAT = ) 7. CONSTRUCTION DETAILS TO BE, ACCOROANCE WITH COMM. OF MASS. �+ jJ; 1 \ 1 SITE PLAN STATE ENVIRONMENTAL CODE TITLE 5 }� e 4/(��. ^^ LOCUS 3 _ EG. PROF ZONAL ENGINEER ;'. REF: �owo i. �i c;, i�,11''; Cape ellgiveertn,t PREPARED FOR. a CIVIL ENGINEERS LAND SURVEYORS BOARD OF HEALTH ego IWO SL REG. LAND SURVEYOR CONTOURS (EXISTi1vG> } APPROVE DATE ay/ `(f�f�' MQU_1 MA YIMrrM�f1. 4>A SCALE (PROPOSED) 0-U-0-:0- D TE ,