Loading...
HomeMy WebLinkAboutMiscellaneous - 234 Johnny Cake u� 1 i ✓ � I I I I t { + V U /J J 1 r i •'• E. .�j 1 �/ f I h �i•A- �:PT1C . :7 'M, 1t. TH1= F LAV 15 NOT it, PRUpc).t'fti Vc . ,FCtzT I D i, Fi'tc%I r©Rm A 61- P'-Al 9(:,.', CONSULTANTS INC: -AR :NJkIRC; 9 `) BrL REACF ,k,DiQlP =. l FAL-Y TR ►� f t+l_ 14710 I43rE:U(AS,-,uMFp) 17-544 (- _ liv;_i 1�0•�c t "x+..11 )u .r E N SIC LU i iV i . ' 36�.rd of Health Ncr+0, :,ndorer.,YaBs • Si7BSURFACE DISPOSAL DESIGN CHDCg LIST LOT 13 1k&yµCAP D W APPRCNED DATE DISAPPROVED DATE Provined• Reasons: ` • Al Title V FALL OK Reg 2.5 jfhe submitted plan must show as a mjnimuM! Va) the lot to be served-area dimensions lot #,abutters b location and log deep observation holes-distance to ties location and results percolation tests-distance to ties Cd calculations & calculations showing required leaching area (e) location and dimensions of system-including reserve area . existing and proposed contours I9N location any vat areas 4thin 100' of sewage disposal system or disclaimer-ceck wetlands mapping surface and subsurface drains within 100' of sewage disposal system or disclaimer i) location any drain-age easements within 100' of se-age disposal system or disclairer-Planing Board files (3) known sources of water simply within 2001 of serge disposal. a system or disclainer (k) location of any. proposed vell to serve lot-1001 from leaching facili location of water lines on property-101 from leaching facility location of benchmark driveways garbage disposals no PVC to be used in consLruction (q) profile of system elevations of basement, plumb, pipe, septic tank., distribution box inlets and outlets, distribution field piping and 0tLer elevations r maxis -sm ground water elevation in area se-,,age disposal system s) plan roust be prepared by a Professional Ragineer or other P professional authorized by lax to prepare such plans Reg 6 Septic Tanks (a) capacities- 50% of flow, water table, tees, depth of tees, access, pining (b) cleanout (c) 10' from cellar wall or inground. s,,, .meg pool d) ?51 from subsurface drains Reg 10.2 Distribution, Faxes (a) slope greater than 0.08 Reg 10.1 b) sump p_t UW �.L 5T abL'CE ��� �l 1b 3� S�S� Subsurface Design Check List Page 2 FAIL C Leaching Pits Leaching pits are preferred where the installation is possible Reg 11.2 a) calculations of leac g area-uinimum 500 sq ft 11.4 b) spacing 11.10 c st:rface drama 2% 11.11 d cover rate e) 2lx2lx4" lash pad f) Wteea ebow g) ds in pipe from d-box to pipe Leaching Fields Reg 15.1 a no greater tion 20 minutes/inch a-rjmiwam 900 sq ft 15.4 construction of field 15.8 face drainage 2 % 3.7 a 20, from cellar -,-a1l or inground mdmming pool Leaching Trenches Reg 1?�.1 a)c�zans o iching area-sairi 500 sq ft 14.3 b) spacing-4 ft 6 ft with reserve betkeen 14.4 c) diramsion 1!!.6 `— d) cons on 13.t.7 e) s� x.10 f) face drainage 2% DoFm- hi-Ill Slope slop a+y7x - to be s_ho-n) b) y/x X 150 = (to be shown) - PLm�s - Reg 9.1 a) app al 9.6 b) -id-by power SOIL PROFILE & PERCOL, DATA North Andover, Mass. Street No �- MEAD W �� Lot No r 3 Loc/Subdiv. Pland Owner l +-X� Investigator Observer SOIL PROFILE DATES 1.Faev 2.Elev 3.Elev 4.Elev 0 0 ' 0 0 Ties Pto est 2 ts 2 2 2 3 3 3 3 Sowey 4 4 spy 4 4 5 5 5 5 6 6 6 6 2Er-�sa.L. Wo L'Jm - 7 7 7 7 8 8 8 8 No wac'rE 9 9 9 9 10 10 10 10 Benchmark Location Elevation Datum PERCOT,,ATION TESTS DATES (. 2'L $3 C. ZZ- 63 Pit Number �� i� . 2 ��' 3 4 Start Saturation 1'.'t,$ 1:Z.�✓ Soak-Minutes 1;43 :qv ar a 16 S Drop of 3"-Time 'L;17, 1 SD Drop of 6"-Time :48 Z v 1 M6ns-1st 3" drop *ZC1 tp kgns.2nd " Drop3to tl Percolation t'L 4 t 3 LL. Board of Ha th North Ancjav ' Maas. BEPTIC S7a5TF 10� INSTALLATICK CBI% LIST LOT' 13 PSR y DATE DI SAPPROVEDAVATI _ FAIL F r ' eaRanst Pt11L 1. Distance Tot a. Wetlands b. Drains 10 c.. Well 2. Water Line Location 7- 3. 3. Ho PPC Pipeal �• Septic Tank (N a. :Tees -_Length & To Clean Out Covers. b. Cement Pipe to Tank Cin BoYh Sides of Tank 5. Distribution Box a. Covers & Box - No Cracks b. All Lines Flo Ong Equal Amounts c. No Back Flow 6. • Leach Field or Trench a. Dimensions b. Stone.-Depth c. Capped Ends d. Clean Double Washed Stone' 7. each s sions • b. ne Depth c. lash Pads d. Tees Cement Pipe to Pit - Both Sides f. Clean Double Washed Stone 8. No Garbage Disposal - 9. Anal Grading Inspection 10. Barricading Covered System 11. As Built Submitted a. Lot Location b. Dimensions of System Cal Location -with Regard-to Pere Test t d. Elevations Water Table R' i