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Miscellaneous - 1299 SALEM STREET 4/30/2018 (2)
_ 1299 SALEM STREET 210/106.A-0123-0000.0 ` i 1 1 /a9 ( 4�� OP HRLT LOT l y SAKI N©�iTh ,QrU�0VE1�, /�lA. PSI CAIvrl G rbwI j o WEU— S5 AP o�CD]XtTC ss 3 -�-�s5 StPri� sysTE,, VEsIc, coljpilnotis D��4PPRAU�'D 0/�iE R�t1SvNS = D St=PT-t C SYSTC/Ll W STA U-4710AJ EX4V4T(o, J 1NSPt�-.6T10&j V4rC Q 0455 r=iNA� 1�5��rlonJ ZANN i DtSAPt'RdvF,D DArE FwAL APPR)VAL D,oTE - _ 0 (D �l APPROv146 4 u i Holl i y p i BOARD OF HEALTH No.Andover, Mass . j SUBSURFACE DISP?SAL DESIGN CHECK LIST ,LOT APPROVED DATE Cj.�5 DISAPPROVIM DATE Provided: V Reasons Title V FAIL CK Reg 2.5 The submitted plan must show as a minimum: a) the lot to be served-area,dimensions lot #,abutters blocation and log deep observation hoes-distance to ties c location and results percolation tests-distance to ties d design calculations & calculations showing required leaching area (e) location and dimensions of sys�teF,Wluding reserve area f) existing and proposed contours' ` (g) location any wet areas Athin 10017of sewage disposal system or disclaimer-check wetlands mapping (h) surface and subsurface drains within 100' of sewage disposal system or disclaimer (i) location any drainage easements within 100' of serge disposal system or disclaimer-Planning Board files (3) known sources of water supply within 2001 of sewage disposal d -- system or disclaimer (k) location of any proposed well to serve lot-1001 from leaching facility (1) location of water lines on property-101 from leaching facility (m) location of benchmark (n) driveways (o) garbage disposals .� (p) no PVC to be used in construction i e s tic tank (q) profile of system-elevations of basement, plumb, p p , ep , distribution box inlets and outlets, distribution field piping and Other elevations (r) maximam ground water elevation in area sewage disposal system (s) plan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans Reg 6 Septic Tanks (a) capac t es- 507 of flog, water table, tees, depth of tees, access, pumping (b) cleanout (c) 10+ from cellar wall or inground sig pool (d) 25t. from subsurface drains Reg 10.2 Distribution Boxes (a) s ope greater UiZ 0.08 Reg 10.1 (b) sump e r m 9abe- sign Check List Page 2 FAIL CR Leaching Pits Leaching .pits are preferred where the, installation is possible Reg 31.2 a) calculations of leaching area-zi nimm 500 sq ft 11.4 b) ecpacing 11.10 c) surface drainage 2%. ,�i.11 d) cover material e) IIx2IA" splash. pad „ f) tee at elbow g) no bends in pipe from d-box to pipe Leaching Fields Reg 15.1 a) no�grea greater than 20 minutes/inch b) area-minimum 900 aq ft, 15.4 c) construction of field 15.8 Id) surface drainage 2 % 3.7 e) 201 1Brom cellar Ball or inground swinIng pool Leaching Teenches Reg 14.1 (a)—calculations o . eaching area-min 500 sq ft 14.3 kb) spacing-4 ft min 6 ft with reserve between 14.4 kc) dimensions 14.6 d) construction 14.7 e) stone 14.10 f) surface drainage 2% Downhill�81 e a) -slope y x - (to be shown) b) y/x Z 150 - .(to be shown) s Reg 9.1 a) aproval 9.6 b) stand-by power • � 4 -_ ..,-... .r r ..-.x.x ..n .�. a -' .-. r�.�4A._. .w .R:" ..a.• e �:. �, ' � - e• a .. I Ul �Q Lzl i 1J7/S ' } z z' ,Ot� Q ------------------ m-,:lo w . y y ' `.b+ .:"4r�''"1`�"''+��i+ ,k•. ,. .,, .�N x`.dm..'b'Wt"a¢'�+''1e',:3,y;a ":� �,.�:�. ",F.+» +u's.Fes;.'-+;rs �. .�..,,, - -�'i' >'�:-. f" # r 3r:".F�'��;tin -�.••},j' J cs 5, Ti - r d� �-f_C4• ',a ?"S :•.'A --_ —_— —— —_——__—_ —---——-- ---— t s • .t v M` r � a: ,i \ V ur g 1 C R • C0MMOti o 44 Al Bo x ILA , Re y9 � SEIn/ER ou.� �Nk tN , /SOO 6,41 ZP/a7VC I'! IVIK 2 .SSS A//a\A/ A(-,t l /e�x /3`j S i Exist F/VG- � G U