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HomeMy WebLinkAboutMiscellaneous - 2 MARBLERIDGE ROAD 4/30/2018 (3) \v �' �� / . �i 1583 APPLICATION FOR SEWER SERVICE CONNECTION North Andover, Mass. Application by the undersigned is hereby made to connect with the town sewer main in A � Street, subject to the rules and regulations of the Division of Public Works. The premises are known as No. 1 1;:'2 Street or subdivision lot no. Owner Address Contractor Address I Applicant's Signature i �I PERMIT TO CONNECT WITH SEWER MAIN i The Division of Public Works hereby grants permission to to make a connection with the sewer main at Street subject to the rules and regulations of the Division of Public Works.. Division of Public Works By Inspected by Date See back for rules and regulations F i i S I ✓- Town of North Andover t NORTH OFFICE OF 3?0`t«eo e.6tiO� COMMUNITY DEVELOPMENT AND SERVICES A . i Y 27 Charles Street o 9 North Andover, Massachusetts 01845 WILLIAM J.SCOTTSSACIM4 Director (978)688-9531 Fax(978)688-9542 March 24, 2000 Mr. &Mrs. Ernesto Lopez 2 Marbleridge Road No. Andover, MA 01845 Re: Sewer Tie-in Dear Mr. &Mrs. Lopez: The Health Department has been supplied with a list of all residences, currently on septic, which have access to the municipal sewer system. As previously published at a Public Hearing on March 17, 1994, the Board of Health has adopted regulations concerning the required sewer tie-in. The following timetable concerning your property status was adopted: 4.1 All establishments that currently do not have municipal sewer available to them must connect to the sewer as soon as it becomes available, with a maximum time limit of six months. The purpose of these regulations is to safeguard North Andover's drinking water, surface waters, groundwater and surrounding environment. Sanitary sewer is believed to be the most effective form of wastewater treatment. A copy of the entire regulation can be obtained at our office. Your property is in violation of this Board of Health regulation. Please contact the Health Department regarding this matter immediately. If we do not hear from you by May 10, 2000 your name will be placed on the regularly scheduled Board of Health meeting agenda and placed on public notice. The meeting will be held on May 25, 2000 for discussion of legal action including court hearings. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Sewer Tie-In 2 Marbleridge Road Page 2 Any questions concerning this regulation should be directed to the Board of Health at (978) 688-9540. Additional inquiries regarding the physical tie-in and permitting process should be directed to the Department of Public Works at (978) 685-0950. Please be advised this Board intends to persevere in this regulation. Yours truly, Gayton Osgood, Chairman "IVj . Francis P. MacMillan, M.D., Member �4411 John S. Rizza, D.M.D., Member SF/smc i Form of Notice of Casualty Loss to Building Under MASS. GEN. LAWS, Ch. 139, Sec. 313 D TO: Building Commissioner or Board of Health or Inspector of Buildings Board of Selectmen Town of N. Andover ) ( Town of N. Andover f addresses ( � N. Andover; MA 01845 ) ( N. Andover, MA 01845 , RE: Insured: Ernesto Lopez Property address: 2_Marbler---idge Road N. Andover, MA Policy No. HP 1282102 Loss of 4/21/91 19 File or Claim No. WAP12527 Water & Wind Claim has been made involving loss, damage or destruction of the above-captioned property, which may either exceed $1,000.00 or cause MASS. GEN. LAWS, CHAPTER 143, SECTION 6, to be applicable. If any notice under MASS. GEN. LAWS, CH. 139, SEC. 3B is appropriate please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number, date of loss and claim or file number. Adjuster Title: On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by first class mail. PATRICK J. DONOVAN ASSOCIATES, INC. 5/20/91 _. P.O. BOX 110 Signature and date WAKEFIELD, MA 01880 �,.-�-� r r E r � �#fi�yAi ���, � � i 3' ._ ,.. .�. �. �. s ��,� ����� \tib . . • � .N ' 0 N LoT •3 AApo --D-Box /500G .SEPTJC T,A1YK �qc • cx, d O r J /� Ap LVT .SA 3� Z- OT 44 7 .2 4 8B _ Fo680 SLOPE 2e:041MEAWENT °r LIP EN EN 150 DE5/GN ECEYQT/ON AT.... .... .(TOP OF ,5T0/VE) _. .. . ... . ... .. . .. ... .. EX/ST/NCS ELEI!QTLON Qr.. :.. .. . . 2EQU�iL�ED F/L� = ....... ........ .. .... ..... ...... - . UES/�N �!S I3U/LT _ o45 /z 17 • /Nl!PIPE O&T OF 1-/0L%SE /740. 50 f !NV PIPE INTO 74 -U 171- 75 �� ev� //1tY P/PE Ol/T _OF T.4 A, /19, q9 170. 7q , TE INV PIS /, 1TJ D- BOX &9.. &9 170.64 /!1/Y P/PE' OUT OF D. BOX rR6 - f 70 //1f 7RENG� Z' I<oY. 'Z ! 1v.4�t NORITAI fNOY / 1! k1,,4 Ke NCH 3 . 7 Z 70.44 JAW END Of PIPE TRCNCH 1 j6 q. 50 170. Z4 E02 A, or MENCP z JAB: 30 Ual. e4 ` �J / TSI /� „ TRENC,�J 3. l67. SU 1G$:zS F L5 /�pZ L T/ [�U5� to TEI'ELEt/�'Ti0/V r,�cN�v ! /64..50 SCd.LE •. f" '50 ' 0.4rE: 0(f 77 -30, /985 TREA,6q 3 /62.50 E/Vq , EMI C, IN, NOTE. TU/S P1-QN /S NOT ,4 14/,4ee4NTY //4 XENOZ.1 .4 VE, 11,,4YEellll-L, 1W,,4 OF -T/!E SYSTEM BUT Q !/E2/F/CQT/OIV OJ" Tf/E L OC,4 T/O/V 0,-- 7WE EYI,5 T/M� STPUCTU2ES. . ti � N i C) N LOT .3 A ^a' /5000dL: ' SEPT/C T�tNk �q _ rR�Nc iN SFS • �o Lor 5.4 3�'aa LOT 4 -4 AREA = 44, ©S2 t S.F. o /55.88 OPEC T PO/VD R04D ��,�H OF;,,•, E. . y► 0 i i• LIP 1A ,EN v, ` 9 d r�sO� X = 150 - _ .... . ... .... . ..... ..... .... . 444 DES146N ELEGQT%ON ,4T.. ..... :.(TOP 4F STONES _ ... . . .... . : EX/ST/Nf� ELEI/�IT/ON 4T.. . .. .. . . LD F11 = ""� • DESIGN 45 3U/LT /N1r PIP45 411Z T . . INS/. P/PE INTO T4N,A( /70-Z4 /7/. 75 /NV. P/)OE 01/7 'OF TANK T /69. 99 /70. 79 Y T'rAf /NV. PLpF 1/'1I D - BOX /&9', 09 170.64 . /NY P/PE OUT OF D. BOX TR€rvC� ! 170 T /N 1647? f704S l V V/1 ! -/ ,JNZ)O, V�\, Ni. TREND f L I(o y. 7L / , . 7XEAICH 3 14 9,. 7Z 170.44 j /A/V ENO OF PIPE TRENCH 1 16 q. 50 170.2G FOR N TIP /6 7 2 167. 16Q, 24 Fob h� ,QL TY T .. T " TRENCifH 3 . 50 U 16 8.r5 i'V4TER FLEW-ION rRC N6q ! /G 4.50 5C,4L E. I"' _ ,50 ' D4TE: 067 30, 19&S 79CIV614 Z163. 50 rRwc/a .3 162,so Ch'R1ST/,N,546 V EN�i//V���/��, INC. NOTE.- 7-11/5 PL,4N %S NOT-.4 GY,41E1e,4NTY 114 XENOZ.4 .411E.o, ,�,XEeA11LL, 1W,4 OF 71/E7 SYSTEM BUT .A YEe/F/C,tT/ON Of Tf1E LOCATION OF T11E EY/5T/1V6 .ST,eVC70EES. 1 O N ;O � V , LOT 3 -D-BOX SEPTIC T,dNK ��c Fs oo . ao Lor 5,4 -3� SOT 4 -41 ' ,4Re,4 = .44, 052 f .5.F. /55. 83 OR6,4 T POAI D fR 4 D ll� OF UP yy IA EH150 i DES/61Y ELEI/47/ON AT.. ...... .QrOP,(O, STDNE) = ... . : ..... . ..EX/5T/NC LC46k.11RON 4T EQ /AFD f ELEA.11T/OA1 . oEs/�� QS aU/LT .45 481147m .. /Nl/'P/PE OUT OF,-IOUSE 170, 5a f IIVV P/PE /NTO THINK /70.24 171, 75 /NV PIPE OUT OF TANK 169. 9q 170. 7q SYS� INV, PIPE 11 O D- BUX 9, 8 9 170.64 INV PIPE' OUT O 0 BOX TR VC1612 "/ f 70 4� t 7N I �� TRENCrt Z /tvY. 72 l 4-. .d 4 NOWT 410,A16R R-4. 11 f7F XEA/CH 3 . 7Z /70;44 ' /A/V END OF PIPE T96NCH ! FOR 169. Sd X70:Z� d T/PEN04 Z /b8. Sn_ /G4, 24 rRE/vc� 3 J67. 50 (v 6 -/S 1=.-OR45LE75 ll?ZW Z T)l TRS 55 r _ �tiIG 4, SD SCAB E �'r .5'0 ' D.4TE. 04�7 30, 19 5 rR A,61-t .3 /bz150 �',��/�T/,Q/I/,5EN EN61MI MINC.. 11VC` NOTE. THIS PIAN /5 NOT ,4 PV4,P,P,4NTY //4 �ENOZ,4 ,41/E., ,y, , AU. OF TI-IF SYSTEM BUT 4 PE2/FIC4TI01V Of Th/E LOTION OF TIDE EX/ST/NC ' ST.eUCTU2ES. I<-jz"ch ."u cover, Nass. Street No � T / "r' Lot No 1 Pland . Oirner /:�� Investigator_— Ob �� ✓ iL _ SOIL PROFILE DATES 1_ keV 2,IIev 3.Elev 4.Elev 4 0 _ 0 0 Ties to Tes Pits 2 __--- ? 2 2 4 - 4 5 - - ��----- 5 -- 5 - - ---- 5 - ---- - 17 --- �(7l -- — Z 0!----- - -- 10 ----- - -- 10 -- — - - - 10 -------- �� �� arK PL�t,CO{,ATIGiJ 1': STS � .J� J , -- ---------- Scar-hi.nutes — - -- Drop of j"-T1L•le----- --- �-- -- %r()p of u"-Tii;,e — -- --- - �f� drop --- -- ,:.._.s.lst i res `-gid --- Bc-.rd of Health gcr;J: i,ndoverpMasa SUBSURFACE DISPOSAL DFMGN CHECK LIST • LOT �- f APPROVED DATE -2 DISAPPROVED DATE — J Provided: Reasons: I w S ;?oolTi�7vo ©uT Title V FAIL 09 Reg 2.5 The submitted plan must show as a mire ,mu a a) the lot to be served-area,dimensiuns " ;,t #,abutters Nc location and log deep observation h e. li.stance to ties location and results percolation testerdistance to ties 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. 1001 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 IMI 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 facilit; (1) location of.water lines on property-L) 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 baser.nt, plumb, pipe, septic tank, distribution box inlets and outlets, •istribution field piping and Other elevations (r) maximum ground water elevation in re- sewage disposal system (s) plan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans Reg 6 Septic Tanks (a) capcapac ties-1507 of flow, water table, tees, depth of tees, access, pumping (b) cleanout (c) 101 from cellar wall or inground sTAmndng pool (d) 251 from subsurface drains Reg 10.2 Distribution Boxes ;b) a) pe greater 0.08 Reg 10.4 sdmp . O LOT 3 Q o 15,00G.4tl ` T,dk LOT 5 A LOT 44 , t� /,55.86 LIP-A EN ' M1 X = /50 'A 950 44 .:.....:. STDES/6N EZEI/dT/ON .4T.. ..: (TOP OFONE)_ ...:. ... ... .. '. EX/5TlIV aELE/.JT/ON QT.. . . 2EQU/SPED F/LL . - ... ... .. .. . . .... ...... . °°+`...a= i DESIGN 45,0111U 5 jgU/ r INV PIPE 01-IT 0,4'A101_1,567 70.. ,5"0 INY PAPE INrO T4NI< 170_Z4 171. 75 INV PIPE OUT OF T4NK 169, 99 l.70, 79 SYSTE INV, PIPE INTO D- 50)( 9.89 170.64 /NV P/PE OUT OF D. SOX TR64C;,,'70.4 /(/ p /N f „ r��vC,i /!o Y. 7 Z /ix r.4 1 11 V/l / ANOL�6� 6R, u R NCR Z 170.44 f INV END Of RIPE TRENCi1 l MQ. 5017�.ZG FOR MEW P Z 16,e. ,50TRENCH ^ .3 167. 50 /G $ /c'.��/.. 14 C 44 TY TRU5 T W4TE9 ELCMRON 11fCN6q / 164, 50 5C.4L E 50 , D4TE: OCT ,30, 19QS TR�N H 3 163:s° C�le1I571o4N,SEN E1�61N6;; & INC //4 AENOZ.4 .4 VE, A41/EellM L,A". NOTE. T1115 PL<1N /S NOT ,4 Gf/,4,PlP,4NTY > OF T�/E SYSTEM BUT Q 1/E�2/F/C,4T1ON - Of T,-/E LOCATION OF T/IE Ea'/ST/IVC, ST�UCTU�ES. A DESIGN DATA CALCULATIONS SOIL O65ERVgTtONS BY E• 13AR8AGALt_6 WITNESS eOMM ' 01= MASS. PERCOLAT ION -TEST NO. 1 2 3 DATE TOP-ELEVATION 9G.00' I { � R + BOTTOM- ELF-VA-T ION 2. SOI SATURATION -M1KS. Z� 12" —.•9"' D Ro P- M t N s , , 9DROP -MINs. 4-7 pE R IL Rti-T E -NI IK./:EN. la SOIL PKQ!FIt_E-DEEP P►T No. 1 2- 3 1 4 1 S DATE 5124 I'l 7 12112-1-17 � Top-ELEvATION C..00' 9C-_00 96.20 9C.2o ' 9640` I { -TOPSOIL O G " O G," O'= 12 O- 12" SASAE- SuB5o1L 12'= 24" 12'= 30" As PARENT SOIL I Z'�9G 12"- gG. 24-' 4.8" 30"- 54; PIT 4 WATER TABLE - CLAYEY CLAYEY CLAYEY CLAYEYTtLL -TILL TILL TILL 54"-`12 LEDGE (aS"OY C LA;Y� ` o A I TE f�, 0 N KIA'TE�' �_Q„ S TOME , I '4 f 'NO MATE R NO WA T _ WATER TABLE E LEVATIDN £36.00 80.GO' BOTTOM ELEVATION I 88.00'I 66.00' 2. 20 ' 50,'20' 90,40 J au tLbtNG-T',(Q� S �3R SDN E`�ISTS . SLAt3 Ca KIST I (x,10 SS MT 8-R..,OR X Sd GAL. UNIT GPD Flow S© " GPD FLOW X ISO��_ ( ( � Gr D USE_ Soo GALS EPTIC TANK LEgCHING AREA CTPD FLOW A SV:f G-AL.= SF BE-D USE SF TYPE MvR, (TYP.) SIDEWALL AREA _._SF x_ _C�ALs.� SF _ GPD BOTTOM AREA SF x___ ._GALS SF = GPD TOTAL PIT LEACH IKCs CapACITY _ _ _ _ _ __ -- GPD /PIT _GPD FLOw ._ _GPD/PIT _ __PI7SREQ'D . USE _ _ __ PITS 7kENCHES SIDEWALL AREA :_57, 3A- SF/LFx-_ - 628 _GALS J SF = 3. 3 !i;- _ GAL./LtN FT BOTTOM AREA _2-00 SF/LF x .410_ GALS/SF = 2 GAL. LIK.FT. -TOTAL_TP(ENCH LEACHING CAPACITY 4•_1-7 GALV DN .FT. _77 'r 2 GPD FLAY) -; 4. 1-7 GujLN.PT.= I�9.3 L.F.ZRENCWES REqD. USE. ISO L.F NOTES . USE: 3 -("REtl4c"ES 2_' V4 x (co ' L_c,, WITH 2 of STONE _ BELOW DISTRiMUT(ot-4 T)IpFgZ , ELEVA•-rl0rJ SCHEDULE St LL 3F EXISnMrw 'FbW fl : tYCA E 100- 00, qOTE : ALL ELEVA.T10V-iS REFER NVF-RT OF P\PE PLUM6FR5 PPE DWELL. 95. 8-7" C3 S6 PTI C-TANK -IN LET C' S CPT I C TANK O U T LF-T 9 S.42' D 'DIST. eOx 3'NLF-T _9_S. IS ` E D I ST• 13OX 0 UT L F.T "3S.01 ` F' aIYC O F' PE RF; P 1 P E 13 OTT 4 m O F 7t E h-x 4d S'2.00' — (06,00' ASSUMED, t ACCESS MAW40LES 4 4VI'i'I iW Q" OF FttitI51-I GI AoE f I LAYER UNTREATED i CX -TEES BUILDING PAPER . ' E :Pt N jSA G+�A E 4"C.?.PIPE _ Y 12" KAtt,4. COVER S~ .. - p 2., STO NF - 3 _ O /q-1 STONE -} C COAR5E S At.10 ALL STONE -E;"ALL IS OO GAL . SEPTICTAUK op dd a -- - -- �--; L � r sn x 0 s PVC PtP(MG Sf4A(-L QE USED. w a t wW V a Q 3Q SIT F19C2 PIPE C;; 11(Z 54 OK t!�U 'V -- SOLtD WALL � Q 7� � I >: -SEALED SOkKlTS UP To TRttVCH C WrRRANCE . W H UJ PG',c — EE S`1STEtil \ 4 :7 L: f�'F. PIPE WtTHiN TRENCH _ 41 NCAP EN7S i, • V 10 A " i � N �A TIAN aF LeAc- ►4 \ r-4c -'R' ,`►c wEs SCALE die �,t E o ' NORTH ANDOVER :BOARD OF HEALTH y. INSTALLATION CHECK LIST q--111 d. AP ROVEDPATE DISAPPROVED DATE6 j13(7d lo�(�j-Z hXCAVATION OK , R S. 6 —2? S 5 rr r Z< c3 4) FAIL OK 1 . ;4W nee To: tains Alater Line Location o PVC Pipe 4. Septic Tank P �- Gength & To Clean Out Covers s- nL Pipe to Tank - On Both Sides of Tank 5. Distr' do Box 11 owing Equal Amount T ack Flow 6. Leach Field or Trench Dimensions ' orse Depth i ao d E / 1e n'" o�able f=lashed Ss� - ck '7. Leach Pits Dimensions Stone Depth Splash Pads Tees - Cement Pipe to Pit - Both Sides Clean Double Washed Stone 8. No Garage Disposal sinal Grading Inspection arracading Covered System As - Built. Submitte - ocu�i� ` Dimensions of System Location with Regard to Perc Test Elevations Water Table r ,TOR 1H ANDOVER ,BOARD OF HEALTH SUBSURFACE DISPOSAL SYSTEM CHWK LIST 4PPROVED PROVIDED / DISAPPROVED General Information leg. 2.5 Fail OE The submitted plan must show as a minimum: -the lot to be served (area)dimensions, lot #, abutters) location and dimensions of system (including reserve area) design calculations " calculations showing required leaching area 1 ) existing and proposed contours location and log of deep observation holes-distance to ties location and results of percolation tests-distance to ties .h) location of any wet areas within 100' of the sewage disposal system or disclaimer •{�3�� surface and subsurface drains within 100' of sewage disposal system or disclaimer H)—Tocation of any drainage easements within 100' of sewage disposal system or disclaimer tk)`known sources of water supply within 200' of sewage disposal system or disclaimer location of any proposed well to serve the lot(100' from leaching facility) location of water lines on property (10' from leaching facilities) L (n) maximum ground water elevation inarea of sewage disposal system location of benchmark flan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans 44K (q) driveways arbage disposers a profile of the system (elevations of basement, plumbers pipe septic tank, ,distribution box inle.ts .and outlets, distribution field piping and any other elevations) (t) no PVC is to be used in construction Septic Tanks Reg. 6.1 Capacities - 150% of flow Reg. 6.7 b) Water table Reg. 6.0 -I cT Tees Reg. 6.9 dd) Depth of tees Reg. 6.1 ) Access Reg. 6.1 4-Pumping ,__40,Cleanout leg 3.7 ( --10' from cellar wall or inground swimming pool 25' from subsurface drains s leg: 9:1 ; __Taj Approval leg. 9.6 (b) Stand-by power �_1W SOIL PROFILE & PERCOLATION TEST DATA R P North Andover,Mass. No.&Street „�,� Lot No.__--�___ Loc./Subdiv. _ Plan Owner Investigator �_�:� Observer—lap- 12-ft-1 bserverap{2-(2-1 I SOIL PROFILES-DATE 1' 2. Elev. 3' Elev. 4'Elev. Elev. 0 0 0 0 Ties to Test Pits 2 2 2 2 3 3 3 f 4 4 t 4 4 5 5 5 5 6 6 6 6 _ 7 7 7 8 � 8' 8 8 9 9 9 9 10 10 10 10 Benchmark Location Elevation Datum Percolation Tests-Date Pit Number 1 2 3 4 5 Start Saturation Soak-Mins. Start Test-Time Drop of 311-Time - Drop "-Time -Dro of 6"-Time Mins.lst 3"Dro Mins. 2nd 3"Dro Notes & Sketches on Back -- Eva DtL) pc) bLL- 6DE- biGI-i o F- LOT NO..4 A GREAT POND ROAkD P2� PA2� D �-OR. H E R BERT L , S "U LTZ GI LoWELL ST. - LAwt��NcE M A 071841 • f cC-vi K C. GE-LI Nab r CDMSULTING ENCINE-E-R, No T&L. GvS7- 1 -83 • REv tsE D DEc. 14 15-17 ( 4R� OP h6aLl TH I06C No{STH /Jti�I�U�I�, MA, (�J, r6R SOPPL7 Q �E/� TCCu�J AP oUcD CJyES Q�C7 S.S b,-" StPTi c s�►sT� vEs►� APRzouNG. AuThol'?)Ty l CO/JPITWJ5: Dl,QePPQVSD D� E R�tJSoNS y y ' 1. D► �/ S Pr(c SY5TEM I V STA Q- TIOAJ iFYKAWT'o.�J )tiSPt�-c-ro&j p4rG C1 PA5S C] F41L ��NA� l u5p�rlon� ,bP�'(�oVEJ� �/STC i©Zit 8� �6PPi�7��NG ��r�toTry G' AUDIT DtSAPt'�ov�D D,�rC FwAL APPROVAL �,,� v � 3�(� APPi3w G � iNoRI ���