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HomeMy WebLinkAboutMiscellaneous - 153 HAY MEADOW ROAD 4/30/2018 (2) 153 HAY MEADOW ROAD id 210/1-04.B-0092-0000.0 —. s � f t' q '" 5 L 1 .Z4' Z 3'v✓ r e © AA N 1 N Z3 LOT AA L oT-- -5------ /� " r h •� 0 I M � 5 37=tt:Zd� h r I E k 1 ST, �N GJr Zo,00 fit' ► for TANK r _ lZo 9 to 94) W � V H .J to ( Co N O V•• RP ?a LF-\/A-T- 1 OtNAS. INV PIPE OUT OF H E AS & UIL-T 1N V PIPE I NTD TAN 14 , 3 iKIVPIPEOUTOFT P1V 114s28__,-- -- Ue>' 5U;z INV PIPE INTO D P22OX 1 --- _ D� INV. PI PF ouT r7) Flnx i IL1V END OF i P - 94,.51 1�' I N F 2A►,1 V_ C �7 ELi N l�S � A SSVGt,C�T'ES oy SN(:-=)1NEEt=P-2S � At2Grr-ItTtGTs i q q j #153 111.71/ l• •,•i'lurr lilil5lib L1X71 bur OYM DATE DI PROVED AVAZ'ICN Ob� FAI easansi —. OS - 1. Distance Tot' l A. Wetlands b. Drains c. Well 2. Water Line Location 3. No PVC Pipe . Septic Tank = - a. - _Tess --Length & To Clean Oat Covers- _ b. Cement Pipe to Tank •- Oa Both Sides of Tank 5• Distribution Box i ✓ a. Covers & Box - No Cracks '', ✓ b. All Lines Flowing g Equal Amounts c. No Back Flow - Leach Fielor Trench a. Dimen na b. Ston Depth c: C ed Ends . d. Clean Double'Washed Stone L Pi a. sions b. e Depth c. Pte-- - - d. ees. e. Cement P e to Pit - Both Sides. ' f. Clean DoubYe Washed Stone 8. No Garbage Disposal 9. -Final Grading Inspection 10. Barricading Covered System `i 1.1. As Built Submitted.. .. - _ a. Lot Location. b. Dimensions of System - - - c. Location With Re garci_to Pere Test d. . Elevations Water Table a S Board of Health , Plorth Andaver'Mass SUBSURFACE DISPOSAL DESIGN CHECK LIST LOT # APPROVED DATE DISAPPROVED DATE Provided: Reasons: -_ 1 "7, Title V PAIL 09 Reg 2.5 1jxe submitted plan must show, as a minimum: - a) the lot to be seared-area,dimensions lot #sabutters location and log deep observation hoes-distance to ties rotation and results percolation tests-distance to ties sign calculations & calculations showing required leaching area ocation and dimensions of system-including reserve area f fisting and proposed contours g) location any wat areas within 1001 of sewage disposal system or disclairer-check wetlands mapping C'7 (h) Mace and subsurface drains within 1001 of sewage disposal system or disclaimer ' (i) 1 ati�on any drainage easementswithin 1001 of s +ge disposal systcan or disclaimr-er-Pl g Board files 3) known sources of cater supply within 2001 of sewage disposal system or disclaimer ocation of a proposed well t® s®rve lot-1001 from -leaching facility jk"location of water ]pines on property-101 from leaching facility m)=-location of benchmark driers garbage disposals (qno PVC to be used in co4struction ) profile of system-elevations of basement., plumb.. pipe, septic tank, distribution box inlets and outlets, distribution field piping and other elevations ( maximum. ground waiter elevation in area a"rage disposal system s) plan smst be prepared by a Professional. Engineer or other professional authorized by law to prepare such plans Reg 6 S22tic Tanks ( capac t es- 50% of flow, water table, tees, depth of tees, access, pumping cleanout 101 from cellar wall or inground swimming ing pool —77 (d) 251 from subsurface gains Reg 10.2 Distribution Boxes a) slope greater 0.08 Reg 10.4 b) arm Subsurface Design Check List Pae 2 FAIL OK Leaching Pits Leaching pits ar referred where the installation is possible Reg 11.2 a) calculatio of leaching area-minimum 500 sq ft 11.4 b) spacing 11.10 c) surfs drainage 2% 11.11 d) co r material e) x2tx4t, splash pad tee at elbow g) no beads in pipe from d-box to pipe i � Leaching Fields Reg 15.1 no-greater 20 mutes/inch area-minim= 900 sq ft 15.4 oi) construction of field 15.8surface drainage 2 % 3.7 e) 201 from cellar va11 or inground swine ng pool Leaching ftenches Reg 14.1 a) McUatlonn`o�`-�eaching area-min :500 sq ft 14.3 b) spacing-- t min 6 ft with reserve-between- 14.4 eser'vre-between- 14.4 c) dim ns 14.6 d) c action 14.7 e) ne U.10 surfac=81ope' e 2% a) s o 'y x = to be shown) b) yX X 50 (to be shown) Reg 9.1 a) mal 9.6 b) s d-by power