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Soil Testing Results - 502 WINTER STREET 2/6/2008
TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES 1600 OSGOOD STREET, BUI DF.SG 20, iX 2-36 NORTH ANDOVER., MASSACf-USET-rs 01 845 Susan V.Sawyer,E2EIIS,RS 97$..688,9540—Phone Public Flcalth Director 978.688,8476—.FAX health.dent(a townofnorthflndove epin ,mww,town.ofnorthandover.con? APPLICATION IL VESTS DATE: /y LOCATION OF SOIL TEST§t OWNER: /G � �d✓ t «. Contact#, �° �" , " h' e�p 3' APPLICANT: U> ; �,�� rl?�c� Contact ADDRESS: 7c' ENGINEER: "` m,1 4 2M,-w Contact CERTIFIED SOIL EVALUATOR; 16 en L lntonded Use of Land: Residential Subdivision Single Family Home Commercial s i.: ,Repair Testing: Undeveloped Lot Tcsting: IT for Addition: In the Lake Cochicbewick Watershed? Yes No THE FOLLOWING MUST RE INCLUDED WITH THIS FORM 9 Proof of land ownership(Tax bill, or letter from owner permitting test) . 8.S"x t t".Prot nlon�'Lncation oLT&Wn,g_tolease indicate test olt sites an tlae elan) A Fee of S'425,00 per lot for ixgLy construction. This covers the minimum two deep holes and two percolation tests required for each disposal area, Fee of 1360.00per lot for re airs or upradcs. GENERAL INFORMATION > Only Certified Soil Evaluators may perform deep hole inspections, A Only Mass.Registered Sanitarians and Professional Engineers can design septic plans. > At least two deep holes and two percolation tests are required for each septic system disposal area, > Repairs require at icast two deep hales and at least one percolation test,at the discretion of the,BQFI representative, > Full payment will be.required for all additional tests within two weeks of testing, Within 45 days of testing,a scaled plan(no smaller than l 11.1,00')shall be submitted to the Board of Health �?iv:%uiA lltM ti'a:iSraav'avr,..:r > Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A �"n�rnmiryg7nay f^nk�nea lei n•w .a rin,cnvnl..D"'Irvsn. � °"' � ^.�.-° �.'') a" ,gI �l y, J lS/y �.. .. Ci G.rl � I/9< ct. .r �`USlf ...,�c tY4l 6 S" tatur 6 d COtS�rVaiana p � y 4,ti � Date back to Health Dopartment; (stamp in). � J LOT 3A N/F 44,300 SF +/- ZENGILOWSKI 502 WINTER STREET '-' -Z ASSESSORS MAP 104A LOT 78 LOT 3 1 \V 1l\ ,W 1 N/F CO o .� GUERRERA 5 LOT 4 Wr 1 � 7. t - ,-7 WETLAND LINE (tYP•) 25' BUFFER ZONE LINE - 50' BUFFER ZONE LINE -- 75' BUFFER ZONE LINE 100' BUFFER ZONE LINE PROPOSED SEPTIC FIE T PROPOSED RESERVE AREA Y i-`:�TP-08-1 -t0 ; 1 OP 1 PROPOSED TEST PITSI R P-08-2 P✓-EXISTING TEST PITS t »� (YP•) TP- ��Th - . S27° 2 5 S 11'40'00 S 3°12 00"E- S33'12"00"E S27'4C 0 54.30' x6.30' ` -- Sa 20' 58. �5 -------------- �s ----- —__ ---------------- ---- ---- WINTER STREET PLAN --------------------------- .� ----------- --------------------------------------- SOIL TESTING PLAN - MAP 104A LOT 78 502 WINTER STREET MARCHIONDA & ASSOC. , L. P. NORTH ANDOVER, MASSACHUSETTS ENGINEERING AND PLANNING CONSULTANTS DRAWN FOR DAVID KINDRED 62 MONTVALE AVE. SUITE 1 70 BRIDLE PATH STONEHAM, MA. 02180 NORTH ANDOVER, MASSACHUSETTS 01845 (781) 438-6121 D ATE: 2/6/08 SCALE: 1"=40' ©2003 MARCHIONDA AND ASSOCIATES, LP. H:\PROJECTS\351-37\MANTER ST\SEPTIC\SEPTIC PLAN -FlELD.DWG fayiar q. ijia�re�! P.O. Box 531 North Andover, MA 01845 (978)688-6558 FAX(978)683-4430 Date: ` Total pages including cover__ From r ��� ����'� lac/�'�-�1�7 C;�G/���di�� /���,✓�. c//�j�/ !_ - 4 (/ Feb 06 08 04: 57p Michael gaglione 978-657-8431 p. l FEB-06-2008 WED 03,42 PM PRUDENTIAL HOWE00HERTY FAX NO, 19784755101 P. 02 Susan Y.Sawyer Health Director North Andover Board of Health 1600 Osgood Street Building 20; Suite 236 North Andover, MA 01845 February 7,2008 Dear Ms. Sawyer: 7 hereby grant permission to David Kindred or his agents to enter onto my property at Lot 3.A-502 Winter St. for the purpose of digging test holes or to perform any other necessary wort*during the permitting process, Sincerely, Michael Gaglione - - - 02/06/2008 5 : OOPM (GMT-05:00) 502 lJ/ YY G�� c Tei— PJ-5 3 i 14 , A SL ,169-'IL 14_ 5L C, (a r, L5 Z5yS�3 ste 1ZO 4 C� F.5 25y T P z Z`5f�-re 2" vie Sco' 8& v -74 A S L ►°y�3lz 54 c - 12a C7_ 2 5`1 51z s�zz/� , X02; 1�, � �, �1 �► r� (10dyss� CD �3e C�, 3 / 2 TP — 14 A SL 10931Z- 14- 30 . . i Si- /0 Y4 3o -.5� c, L s 2 5 y Sly scp 1ZO 4 C� F5 2,5`I 3�z T P -0E-2. 2j,-o" v e 3(p" Se—80, d -z4 A L l�YK3�z ?-A 3o , -/ 51- 101013 -,4 c, Gt, Ls 10 0/3 - 126f (2 2.5\1 Sjz