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HomeMy WebLinkAboutMiscellaneous - 2211 TURNPIKE STREET 4/30/2018 (2)N f b � � C C7 'I1 C!, Z C7 � Ul ;r ao m o o m o � (D (D rt J. rA AJ � T � W W 1: Q �a � v o V N OF mos 4c JOSEPHsIn Q J. Q C ON NLLO �' r( O ~-NNl;464 Z Cl► 4. QO,�F T SSS - W 4NJW a lk 114 Sir .. a.� r a Q VQ to 2 qq 7 f� 4 N J Q tL W W 3 �c QkL w►. Q, �, o oc r. �. a Q a 4 � 4 1•�li� 4aW (�4. o QW�Qa o � WQ %,OI.� 1. h 0 3 v W rc34 4 W° 'W^ oW :eW W�o ti o► a 3 w. yQtiti n r< 4 i t ri 1 f 4- I 3 yi R a; $j or �2,Q �Y.Imid f F s Nt- 107-3 3 Tw1 uPiKE" 5T PLS Is 1 Z?S Zf- i f r t 0 w t oh ! 4 x f k k ah x If I J % i r r f f U I"IQ, v Q W h N j Y W 'n 14 Board of Health North AndaverzHaae. F� 3 DI SAPPHUM SEPTIC S2STEM INSTAILATICK CH13CK LISP 6� Puj&v S LOT X AVATIW,- Og AIL v7zrvi OK o45 1. Dii Lance Tot RU— s471�OVAIDIV6. 12 - l U a. Wetlands b. Drains c.. Well -j, �IN�SN UP 2. Water Line Location l2- 3. No PPC Pipe. 5 Y516M 4. Septic Tank a. ..Tees -_Length do To Clean Out Covers b. Cement Pipe to Tank-- On Both Sides of Tank 5. Distribution Box a. Covers & Box_- No Cracks b. All Lines Flo wing Equal Amounts C. No Back Flow 6. Lc !tcb Pield or Trench a. Di -,snsions b. Stone Depth c. Capped,Eads d. Clean Double Washed Stone 7. Le.ich Pits a. Dimensions b. Stone Depth c. Splash Pads d. Tees e. Cunt Pipe to Pit - Both Sides f. Clean Double Washed Stone 8. No Garbage Disposal 9. -Final Grading Inspection 10. Barricading Covered System ll. As Built Submitted. a... Ldt.'Location.'' ' ').. Dimensions of System c. Lo-ation' with Regard -to Perc, Test d. E. -mations e. Water Table :hoard of Health Vpi- h .`indover,Hass APPROVED DATE Provided: Title V Reg 2.5 �In A SUBSURFACE DISPOSAL DESIGN CHECK LIST c-c�� _LOT # DISAPPROVED . DATE,,,,_ Reasons t .. The submitted plan must show as a minimums a) the lot to be served-area,dimensions lot #,abutters b location 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 system -including reserve area f) existing and proposed contours g) location any Wet areas Athin 100' of 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 sewage disposal system or disclaimer -Planning Board files J) known sources of Water supply within 2001 of sewage. disposal system or disclaimer k) location of aay proposed well to serve lot -1001 from leaching facility 1), location of water lines on property -10' from leaching facility ;m) location of benchmark 'n) driveways 10) garbage disposals p no PVC to be used in construction ,q) profile of system -elevations of basement, plumb, pipe, septic tank, distribution box inlets and outlets, distribution field piping and other elevations r) maximum ground water elevation in area sewage disposal system A) plan mast be prepared by a Professional Angineer or other professional authorized. by law to prepare. such. plans Reg 6 Septic Tanks (a) capacities -150A of flow, water table, tees, depth of tees, access, pumping (b) cleanout (c) 10, from cellar wall or inground swimming pool (d) 251 from subsurface drains Reg 10.2 Distribution Boxes (a) slope greater than 0.08 Reg 10.4 b) sutr SOIL PROFILE & PERCOLATION TEST DATA • [sib /�t� Lot No North Andover, Mass. Street No I,pc/Subdiv. Pland Owner S Investigator �1�(J,ZD Observer SOIL PROFILE DATES 1.Elev 2.Elev 3.Elev 4.Elev O �� 0 0 0 4 2 '< 7 7 f 9 _- - -- 9 1C. -- __ 10- ,— Bdichmark -. Elevation_-- I DATES Pit Number:____ Start =Saturation_-= Soak -Minutes ar-._. e Drop -of-3"-Time Dro of 6" -Tune M©ms.lst 3" drop-- rop._Mins 2nd- 3" --Drop=-- Mins;-2nd- Percolation 2 3 4=. 5 6 7 2 4 5 6 7 10-=. 10-- -Location-----. 0- Iocation -. Datum PERCO: ,ATION TESTS--. 1 2 - 3 TiesP,co Test