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Home My WebLink AboutMiscellaneous - 248 SUMMER STREET 4/30/2018 (2)CO ,cn a v m o 0 'm /3Z. �OT s A2�A = 43,560 ts F E'X/ST//V'G 15006,41-, D -BOX t i 11 / A. 4 awl SLOPE 26OU11eEU&V T (/50) X = /50 - _ DESIGN ELEVWT/ON ,47- (TOP 1?F STONE) _ 61EV-4T/ONS DES1(�/V ,45 301Z7- INV 3U/LT INl/. PIPE OUT OF //OUSE /97.68 INV P/PE INTO T,4NK / 9 7.48 / 9 7. ,�IZ INV PIPE OUT OF T,4NK 197 e-3 / 97.02 INl/. PIPE INTO D. BOX /96.43 /96.07 /NV P/PE OUT OF D. BOX /016. Z° /95. 96 INkI END OF P/PE 6 O0 195.00 /95. ('5- 5/95.00 /9¢. 59 / °4.00 /93 e9 WZTE2 EZ EV,4 T/ON NO W4T E/e NO RIAT€!z ,4VE2,16E STONE DEPT1/ 47 PROBE A107 -F.- 7-1IIS 101,4N /S NOT ,4 PV,,4101e4/VTY OF TI -16- SYSTEM BUT ,4 !/E2/FIC,47-/0N Of T11E L OC.4 T/0N OF TWE EY45 T/N6 ST�UCTU2ES. .45 BU/LT SUBsa)F4CE D/SPOS.4L SYSTEM /N NORT!-1 giVDOVE/Z, M,4, F02 F02BES /(?� 7A LT T/ZUST SCALE I"-=40' 04TE: 516185 CA/,e/ST�4NSEN ENG/NEE,P/Nc, /NC. //4 KENOZA .4VE., A�4l1E,P11/LL, MA. To of North Andover, MA Watc..rshed Septic System Servicing Report_ Date Homeowner: i ��-,I Pum er 400 Street. _ Address : la ,e Phone Phone 1� Nature o:ASerye: Routi . e Emerg =.ncy Obser�'Tations: Good 2ondition Full to Cover Baffles in Place LeachEield Runback Excessive Solids Heavy Grease Roots Other. (Explain) De ri.pt..on of Work ^p . C.Y Comments Board of Health North An�overa*BB. r SEPTIC SISTM INSrAMATICK CHECK LIST LOT`j - ,�P DATE DISAPPrZOL ED ) AVATIM 0K 'FAIL eaten ss • OK 1. Distanee To': a. Wetlands b. Drains C.. Well �+ 2. Water, Line Location 3• No PVC Pipe 4. Sep F.ic Tank a. _`lees -_Length & .To Clean Ont .,ovi -a. b. Cement Pipe to Tank - Oa Both Sias-- of Tank 5. Die tribution Box a. Covers & Box - No. Cracks b. All Lines Flowing Equal. Amounts C. No Back Flow 6. Leach Field or Trench a. Dimensions b. Stone Depth c ' Capped Inds d. Clean Double Washed Stone ?• Leach. Pits a. Dimensions b. Stone Depth, c. Splash Pads d. Tees e. Cment Pipe to Pit - Both Sides i. Clean Doub'lo Washed Stone 8. No Garbage Disposal 9. Yiiial Grading Inspection 10.. Barricading Covered System 11. As Built Submitted a. Lot Location b. Dimensions of System. c. Location with Regard -to Pere Test d. Elevations e. Water Table ' Health ,....,,dover,Mass SUBSURFACE DISPOSAL DESIGN CHnCK LIST r LOT j APPROVED DATE 0 ,� Provided: DISAPPROVED DATE Reasons: Title V Reg 2.5 FAII. 011 The submitted plan must show as a minimums a) the lot to be served-area,dimensions lot #,abutters b location and log deep observation ho ae.. istance to ties c location and results percolation tests -i .stance to ties d design calculations & calculations shoid.ig required leaching area (e) location and dimensions of system-inclue,ng reserve area f) existing and proposed contours (g) location any wet areas within 100' c" s�Jage disposal system or disclaimer -check Wetlands mapping (h) surface and subsurface drains within 1001 of sewage disposal system or disclaimer (i) location any drainage easements within 3.001 of sewage disposal system or disclaimer -Planning Board files (j) known sources of water supply within 2001 of sewage disposal e 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 (q) profile of system -elevations of basement, plumb, pipe, septic tank, distribution box inlets and outlets, diCtribution field piping and Omer elevations (r) maximum ground crater elevation in area €swage disposal system (s) plan mast be prepared by a Professional `%gineer or other professional authorized by law to prepar° such plans Reg 6 Septic Tanks (a) capacities -15D% of flow, water table, tE.3s, depth of tees, access, pumping (b) cleanout (c) 101 from cellar wall or inground swimming Yaol M (d) 251 from subsurface drains Reg 10.2 Distribution Boxes (a) slope greater than 0.08 Reg 10.11 (b) sump ` Subsurface Design Check FAIL I OK � 1 f Page 2 t ., Leaching Pits Leaching pits are preferred where the inn tallation is possible a) calculations of leaching area-mdnimum 5a^i eq ft w b) spacing c surface drainage 2% d) cover material e) VIVA" splash pad f) tee at elbow g) no bends in pipe from d -box to pipe Leaching Fields a) no greater than 20 minutes/inch b) area -minimum 900 aq ft c) construction of field d) surface drainage 2 % e) 201 from cellar call or inground swimming pool LeaahinWenches a) ca c atons�o 'leaching area -min 500 eq ft b) spacing -4 ft min 6 ft with reserve between c) dimensions d) construction e) stone f) surface drainage 2% Downhill Slope a) slope j;/:i = be shown) b) y/x x 150 = (to be shown) s a) approval b) stand-by power U Boar s.Noet radover,Xass SUBSURFACE DISPOSAL DESIGN CHWK LIST LOT # 5 5 v,v►tit APPROM DISAPPROVES DATE Provided:: Reasons: �V(2A -6 15C /NS ()P eUeR QS S HOD®v 9605 Pj5 (ou vf IS F k fZtA� 1 f r7/AA > 7 Title V FAIL QC -- Reg 2.5 A t The submitted plan must show as a minimum: a) the lot to be served-area,dimensions lot #,abutters location and log deep observation gies-distance to ties C location and results percolation tests -distance to ties design calculations & calculations showing required leaching area )location and dimensions of system -including reserve area f) existing and proposed, contours g) location any wet areas within 100' of sewage disposal. system or disclaimer -check wetlands mapping �h) surface and subsurface drains within 1001 of sewage disposal °. system or disclaimer i) location any drainage easements within 1001 of sewage disposal system or disclaimer -Planning Board files knom sources of water supply within 2001 of sewage disposal d system or disclaimer � location of air proposed Kell to serve lot -1001 from leaching facility J(k) (1) location of water lines on property -101 from leaching facility (m) location of benchmark (n) driveways (o) garbage disposals ( -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 0 er elevations . wa (r)mum ground water elevation in area.sege disposal system �s) plan mast be prepared by a Professional Ragineer or other professional authorized by law to prepare such plans Reg 6 Septic Tanks (a) capacities -1507, of flow, water table, tees, depth of tees, access, pumping (b) cleanout (/ (c) 101 from cellar wall or inground swimming pool (d) 251 from subsurface drains Reg 10.2 . Reg 10.4 Distribution Boxes (a) Mope greater than 0.08 b) SUM Reg 15.1 15.4 15.8 3.7 Reg 14.1 14.3 14.4 14.6 1144.10 Reg 9.1 9.6 4 Leaching Pits Leaching pits are preferred dere the installation is possible —==da) calculations of leaching area-minimam 500 eq ft b) spacing c surface drainage 2% �` d� cover material e) V x2 t x4t' splash pad ...�. f) tee at elbow g) no bends in pipe from d -box to pipe Leaching Fields a no greater than 20 minutes/inch b area -minimum 900 eq ft 70* c construction of field t -I d) surface drainage 2 % e) 201 from cellar mall or inground M odng pool Leaching Wenches a) calculations`or leaching area -min 500 sq ft b) spacing -4 £t min 6 ft with reserve between c) dimensions d) construction _ e) stone f) surface drainage 2% Downhill $lo e s ope y z ffiI be shown) b) y/x X 150 - (to be shown) s a) approval al b) stand-by power Ncyt,h Andoverl Mass. Street No 5ie— Lot No T.00/Subdiv. Pland Mer Investigator Observer SOIL PROFILE DATES I -'El ev 2.Elev 3.Elev 4.Elev 0 r0 0 0 Ti -es to Test Pits 2. 2, 2 2 31-- I -V 4 4 4 4 7- 5 5 5 5 6 6 6 6 7- 7 8 8 t 10!- 10 .10 1.0 'Denclanlark Location J� Elevation P it N -o --,)b e r S'-,--r'u Sat -o -ration -iu -es S -G a r Drop of 3"-Tiine-- Dr- gp of 6"-Tir.-le N,lns.lst drop Mins .2nd Drop Tercol�- Limon Datum P YLE, C 0 T, -AT. -f ON TESTS 1_ 1- 2 v y� 14 11 v �.-I gIG v�v`C/dI It 01 Zvi a.SSa.chl se-tls 1�--I-� A -,-c(24 SvStcm U P mniRecord Fa.cifiy nfor .allon: s '- 6 • .iyJi``i��. ,. Ten»• Address CIT QIV• kna» �B..rs�ne-. Loa .e. r'•` dress n i different trom location or pump) State DEC `i b 2010 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Lip Code State Z jp k- de 170-r62 Telephone Number Pumping R.ccog r ing ?.,g ! 1 i �/ I Mantit`y' Puixdpe:u r VV m i. 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