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HomeMy WebLinkAboutMiscellaneous - 142 Granville Lane 142 Granville Lane r NORTH A I DQVER BOARD OF MkLTH INSTALLATION CHECK LIST APPROVED DATEDISAPPROVED DATE tXCAVATION OK FAIL OK 1 . Distanc o: W ands rains Well 2. , Water Line Location 3. No Pipe 4. Septic ank Tes = Length & To Clean Out Covers Zi"ement Pipe to Tank - On Both Sides of Tank Distributiop Box Cover Box - No Cracks AllInes Flowing Equal Amounts ? Back Flow c. Leach Field or Trench Dimensions Stone Depth Capped Ends Clean Double Washed Stone 7. Leach Pits ---Dimensions Stone Depth ash Pads ees -- eement Pipe to Pit - Both Sides �an Double Washed Stone S No Gar',,age Disposal a Final Grading Inspection Barr.acading Covered System As - Built Submitted Lot Location Dimensions of System Location with Regard to Pere Test Elevations Water Table t7opj LU is uUllu aOui_n_o SUBSURFACE DISPOSAL SYSTEM CHECK LIST NORTH ANDOVER BOARD OF HEALTH APP OVED DATE PROVIDED DISAPPROVED DATE TIME REASON Title 5 Reg. 2. 5 Fail OK The submitted plan must show as a minumum: 1 .—__Ca)- the lot to be served (area,dimensions ,2ot //,abutters) (Planning Board files) ) location and log of deep observation holes-distance to ties (c location and results of percolation tests-distance to ties design calculations & calculations showing required leaching area location and dimensions of system (including reserve area) existing and proposed contours location of any wet areas within 100' of the sewage disposal system or disclaimer (check wetlands mapping) surface and subsurface drains within 100' of sewage disposal system or° disclaimer location of any drainage easements within 100' of sewage disposal system or disclaimer (planning board files) r ' ) known sources of water supply within 200' of sewage I disposal system or disclaimer location of any proposed well to serve the lot (100' from leaching facility) location of water lines on property (10' from leaching facilities) location of benchmark driveways garbage disposers no PVC is to be used in construction a profile of the system (elevations of basement , plumbers pipe septic tank, distribution box inlets and outlets, distribution field piping and any other elevations) -maximum ground water elevation in area of sewage disposal . system - plan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans Septic T -nks Reg. 6 V(a) acities - 150% of flow, water table , tees, depth tees , access, pumping, anout from cellar wall or inground swimming pool from subsurface drains North Andovet Subsurface disposal system check list - Page 2 c � - Fail OK DistZibution Boxes Reg.10.2a) Slope greater than 0.08 Reg.10.4 _ (b Sump Leaching Pits Leaching pits are preferred where the installation is possible Reg.11 .2 a Calculations of leaching area (minimum 500 S.F. ) Reg.11 .4 Spacing Reg.11 .1 " Surface drainage 2% Reg.11 .11 Cgver material it e CJ piastl p .lL .�. Wil°` pa' e e or �o.a ' eaching Fields Reg.15.1 (a) RoGreater than 20 minutes/inch 5• Reg.1 1 (b) Area (minimum 900 S.F.) Reg.15.4 (c) Construction of field Reg.15.8 (d) Surface drainage 2% Reg. 3.7 (e) 20' from- cellar wall or inground swimming pool Leaching Trenches i Reg.14.1 (a Calculations of leaching area (min. 500 S.F.) Reg.14.3 (b Spacing (4 ft. min. 6 ft. with reserve between) Reg.14.4 (c Dimensions 14.5 Reg.14.6 (d) Construction Reg.14.7 (e) Stone Reg.14.1 (f) Surface drainage 2% I Downhill Slope A(b Slope y/x = (to be shown) y/x X 150 = (to be shown) M PUMP-0 Reg. 9.1 (a) Approval Reg. 9.6 (b) Stand-by power R i z1-7 © 'ZI 9 it TO: NORTH ANDOVER, MASS 2- 19 -Z'7 BOARD OF HEALTH FROM: DESIGN ENGINEER Re: Soil Absorption Sewage System Inspection This is to certify that I have inspected the construction of the said disposal system at Z—c) T oZ % G�A/4NVI&E LA/V,e North Andover, Mass. SITE LOCATION The grades and construction are as specified in my plans and specifications dated 19 . QS lb�+p�s�� J r fQ1 bgeer/ e Vnitariln r o yob Nd3Sp� oa sSs X0 L .PY�v� /QF'�fr'�1 //V<;� if'l/��= _REVERC /?'I/� �.SS .•._ .. _.-.-_. . --- % l —e E, - d A/ o T /N 1 lea � r, •ys. �3oX.lq cju-_r 8 6 -A5-... /IV _8 IC'08 �S�dN01SS3�, 2 O bgb °N o L O-T o f NSSr!•.: � boa Sc 13E D c � - i , '•: �,,�31.,/�///rt/fir � f i j �..;:� t;�r�+c�Y'•i.:�^ t'.'i�::,;.`fi"'3e.:`..,a;:.�'-m.r-:,`°'r_at /,S O I t TWN�OF_N+Cff?TH ANDS NORTH ANDOVER BOARD OF HEALTH REPORT OF PERC TEST C // �V of .�9 DATE �cq ,7,�Ai��ESS OF SYSTEM �-r��i'i � �-c..-�e NAME OF PROFESSIONAL ENGINEM CR SANITARIAN CONDUCTING TESTS NAME OF LOT ADIH.ESS e-,,y7 . SHOW APPRO)MIATE LOCATION OF PITS ON SKETCH ON REAR. 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