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HomeMy WebLinkAboutEngineered Plan - Rev. 1996—TOP INSPECTION CHEDULE.SQUIRED BY HEALTH DEPT. NATE 1: LOCUS IS A.M.-21; PARCEL J56. ° 2 ELEVATIONS SHOWN ARE ASSIGNED (DATUM IS 4.84' ABOVE" NGVD29) co 5 u7 NOTICE- INSTALLER TO GIVE R. J. CADILLAC 4i3 HOURS, 0 c RAISE HOUSE'AND FOUNDATION 8 —11 , AS SHOWN: 1 LOCUS IS IN FLOOD ZONE A9(EL '10 ON FIRM DATED JULY 2, 1992. � ) m e' TR TI A FOLLOWING POINTS. TO:INSPECT,CO<vS UC ON T _0. •� �+ CENTER OF 4 -SEWER PIPE TO EXIT 3-3 1/2 4. r ALL PIPES TO BE 4 SCH 40, AND PITCHED AT 1/4 PER FOOT. (UNLESS NOTED) p C' 1: 'AFTER 5' REMOVAL. BELOW TOP FOUNDATION, AS SHOWN. 5 taulvlclPAL waTE� Is Av�ILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 2. DURING PLACEMENT OF IMPERVIOUS. BARRIER. 6.' 7, — COMPONENTS TO AASHTO H 10, UNLESS NOTED. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 1.4", USE GAS BAFFLE ON OUTLET, k 3, PRIOR TO BACKFILL F R:CEP,TI�FICATION" P 0 - 8 IF TWO OR MORE LINES, WATER TEST.11D EOR' EOUAL:FLOU! a?PEiI' �/� ICU D—BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEES. gw er o -R BM OF WATE'P SHUT OFF 9. OR DEPTH OF COMPONENTS NOT TO EXCEED 3' VENTING MUST BE PROVIDED FOR LEACHING). (Lune BUILD UP COVERS TO WITHIN 1 OF GRACE. MO,,TOR CHIMNEYS IN PLACE. pts ° NOT TO GATE=10.14. ASSIGNED ONE COVER OF TANK TO BE WITHIN 6 OF GRADE. SCALE , 10. STONE TO BE DOUBLE WASHED 3/4 1"0. 1 1/2" WITH 2." "MIN. 1/8 TO 1/2" PEASTONE ON TOP. 19, :IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCA-17ION MAP . J..J .. IJ561,11 + _+ CONTACT THE BOARD OF HEALTH, {\Ni.D F.J. CADILLAC. PARCEL J56 X f` , _ j 12. ALL FILL MATERIAL FOR 5 AROUND AND UNDER LEACHING, IF NEEDED, OQi7, N/F D�BSON 1S TO BE CLEAN GRANDULAR SAND MEETING. SPECIFICATIONS OF 31OCMR 15.255(3).: zea 13. (PUMP AND FILL ANY EXISTING CESSPOOLS. TEST HOLE 'I 14 ALL CONSTRUCTION' TO 1vIEET TITLE 5 AND LOCAL REGULATIONS, f DEPTH (inches) ELEV.( eet) ^- ;, 7 / 0 iN\i5©CKI .� 0 ` t : TEST HOLE DATE: March 19, 1996 N '�� ` / + PERFOR-:4IED BY: Ron Cadillac, Soil Evaluator A IQyer 10yr 3/2locmy sand pO.SE 17.2 (NGVD ELEV.=12.4) WITNESSED BY: Peter C. Beyantan, knspector 8 — �',/�� / PFRC RATE: Assumed ,2 min./inch in fine E layer 10yr 5/1 L //�/ Loam sand (, Proposed Top Foundation `sand (01 & C2 layers). under water 15" y SOIL SURVEY(1993): Carver coarse sand B layer 7,5yr 3/3 s Invert 1 74 GEOLOGIC. MAP(1986): Harwich outwosh plain deposits sandyloam 4 ` ` e 3.� 22„ mottles NOTE: BASE FLOOD ELEV. Proposed dumb Invert 13:29: mottles / OF 10 NGVD=ELEV. "14,8, p Use Gcis ;Baffle 28" - � Wa`"r �'7 ." Invert 12,80 Fs6se �ned to .. f ^� t� / y ON THIS PLAN.. c1 layer 10yr 5/4 q... n Proposed fine sand ., " c� M provide 6 cover 13.D 48 — �. �, �C� 4 '�Q'�� _ 11 \ TOP PEA STONE C2 loyeir 5g 6/1 69, < fine sand a 1 1500 cad, 14.2'' ?' : !'e Sanitary 6" Tao