Loading...
HomeMy WebLinkAboutMiscellaneous - 139 VEST WAY 4/30/2018 (2)• MAP # PARCEL # UJ KLAA LOT HAS PLAN REVIEW FEE BEEN PAID? NO PLAN APPROVAL: DATE APP. /V- A DESIGNER: PLAN DATE. _Z4=1'1�4A_� CONDITIONS WATER SUPPLY: WELL WELL PERMIT— ------ DRILLE WELL TESTS: CHEMICAL BACTIn I ERIA II COMMENTS: DATE APPROVED._____ DATE APPROVED...._..__............._...__...._.._ DATE APPROVED._____ FORM U APPROVAL: APPROVAL TO ISSUE NO . . . ....... . .... .... DATE ISSUEDj//_fAM --------- al&,L CONDITIONS: FINAL APPROVAL: ALL PERMITS PAID (ED NO WELL CONSTRUCTION APPROVAL YES NO SEPTIC SYSTEM CONSTRUCTION APPROVAL YES NO OTHER YES NO ANY VARIANCE NEEDED YES ffq NO FINAL BOARD OF HEALTH APPROVAL: DATE:_ BY: BEGIN INSPECTION EXCAVATION INSPECTION: NEEDED: PASSED �� BY --- - CONSTRUCTION INSPECTION: NEEDED= ____._ ......... �.____._ AS BUILT PLAN SATISFACTORY: YES APPROVAL TO BACKFILL: DATE: BY-'- e Y_ FINAL GRADING APPROVAL: DATE > 2 BY � FINAL CONSTRUCTION APPROVAL: 0 DATE: 46 3j!LLBY I..�, IS THE INSTALLER LICENSED? YES NO TYPE OF CONSTRUCTION: NEW REPAIR NEW CONSTRUCTION: CERTIFIED PLOT PLAN REVIEW YES NO CONDITIONS OF APPROVAL YES NO (FROM FORM U) ' - ISSUANCE OF DWC PERMIT YES NO DWC PERMIT N0. INSTALLER: //m%%E�_ _ BEGIN INSPECTION EXCAVATION INSPECTION: NEEDED: PASSED �� BY --- - CONSTRUCTION INSPECTION: NEEDED= ____._ ......... �.____._ AS BUILT PLAN SATISFACTORY: YES APPROVAL TO BACKFILL: DATE: BY-'- e Y_ FINAL GRADING APPROVAL: DATE > 2 BY � FINAL CONSTRUCTION APPROVAL: 0 DATE: 46 3j!LLBY Commonwealth of Massachusetts=��w►� tipCity/Town of 1.i 2014 System Pumping Record AUG Form 4 TM11;v C7 r: ;.XrH A:03VER I ,. T:4. Q ��S2T af,,T DEP has provided this form for useby local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using -this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility. Information 1. System Locatio. Le / Rig n of hous Left/ Right rear of house, Left/ right side of house, Left/ Right side of bui g, Left / Rig t rant of building, Left / Right rear of building, Under deck Address � �� Vim" v\ City/rown State 2. System Owner. Trp Code Name Address (if different from location) City/Town State- - � p Code �. Telephone Number t` B. Pumping Record 1. Date of Pumping Date 2. Quantity Pumped: Gallons 3. Type of system: ❑ Cesspool(s)eptic Tank ❑ Tight Tank ❑ Other (describe): 4. Effluent Tee Filter present? ❑ Yes ❑ No If yes, was it cleaned? ❑ Yes ❑ No: 5. 6. System Pumped By: Neil Bateson Name Bateson Enterprises Ina Company 7. Loca ' w e contents were disposed: Lowell Waste Water F5821 Vehicle License Number Date t5fomn4.doc• 06/03 . System Pumping Record •Page 1 of 1 B.ULLT- -- _.�=i�.�1- ! I i I r .rr o I O -T 3ZA4. 4- 4-6, AE 7 S. F :t ` cb o' CXIST1N6, 1 R f -C1 V ti\\ r) 7 F- �nrv= rti7.21 4'11504,10 Pvc- 3 EXISTItr �-6ox AS BUILT OC Oo °ss Ac. Exi T/146 O� r /Sd4 6 . tope ' TbP oF�:�1 A6L 1916 s r"c J-�/�—�- E L = 144.9 5.08 i4L4a coarcKr:tt.. R� farNryf �3=-. Pt�P GKAI��EiZ � sTarrE-, 1 �^ DRnlE,% wAv �xiHy LMAC N kwn TR�N�\{ES i O I to r 1 \h r I i PLAN I N o'rc FINAL. oysrecrrau ocue oil SEPT 27, 1995 - NEW 126r'Arnfr&fr- WdCL A[oti►G 0#V1VEwAY �r Hireg-13Y C�Ti rl" 7HAr THE SE117C sYsrFM /S /,vsiJOLL6U A5 .sKocu�l /K COC4770AJ AAr0 E1-Ev4 r/on/, /K XudSt4NrmL CoMmmdc4 w)M 71(e ApPRoVEo P"#,4 ' OF SUBSURFACE DISPOSAL SYSTEM LOCATED IN N0, AN DOVER, MA AS PREPARED FOR GEORGE MYEFS DATE: FEB)13UAP y 8, l"9S SCALE: 1'1=40. 7M /05`-/3 1 TL /$ 7 S.D. L 32A Of 41; eEaT C. -1w oar CIVIL 1►�.>um 9 95 MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS: 66 PARK STREET 0 ANDOVER, MASSACHUSETTS 01810 0 TEL. (Ea8) 475.3555, 373.5721 cn � D 4E m z � z DO Y D 0 z C O z a r D O O r O � n� � o 0 C v CD crc C7 CCD O j m O � <2;-,w C/) wm m O CD m _. z p CD < y CD m C7 � o w 0 O C CO) E n CD O �M CD CD y� CD CO) IA1 m T O T a m czr �r z CT7 Cn n O C/) C� n 0 • C!) w C v� z c) : C C ?= O d x O —• N O cr N r n o C m cn -4 m m CA A n A zmC- 0 O „O.d.. m H T CDaid T CD -� O m H O "� P-4 i =m 14 �° x > > m co) 1 m o c mCD oo m =_ CO) :0 CL '� 0 ] m �.�.y VON y : Q d C - o L H � O : i0 C/) ^ C Cn H H SD At" J • :` co CD T 3 o CD 0 z y .� CD O +� O O o m m m nH: C Co v A -o• C: co _• Q Z • m CD z #� y 0 9 ti If O C o23 5 W o y cr Q ZY n ..A o M If O C BOARD OF HEALTH 120 MAIN STREET TEL. 682-6483 NORTH ANDOVER, MASS. 01845 Ext. 32 August 19, 1992 Al Shaboo Environeers, Inc. P.O. Box 516 North Andover, MA 01845 RE: Lot 32A Vest Way Dear Al: This letter is to inform you that the proposed plans for Lot 32A Vest Way have been rejected for violation of North Andover regulation 4.18 - distance of leaching facility to wetlands. If the location of the leaching facility cannot meet the distance requirements, then a hearing to request a variance must be obtained from the North Andover Board of Health. In addition: 1. The septic tank must be moved to meet the 25 foot distance requirement and I would like more information on the pump's performance, ie., capacity, discharge rate, size, etc. 2. Foundation drain with elevation must be shown. (N.A. 6.02v) 3. Note that excavation of top and subsoil must extend at least 6 inches into the pervious material. (N.A. 2.18) 4. Please note driveway location. If you have any questions, please call me. Thanks. Sincerely, Sandy Starr .Health Agent cc: Karen Nelson File t pORT#t °0 o � 9 ,SS�CMUSEt� Town of North Andover, Massachusetts ROARr) OF HFAI TH Form No. 2 DESIGN APPROVAL FOR SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant 4 �o4) Test No. Site Location Reference Plans and Specs. ENGINEER DESIGN DA Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. Fee CHAIRMAN, BOARD OF HEALTH Site System Permit No. `� l PLAN REVIEW CHECKLIST ADDRESS—Z J,2,! ENGINEER GENERAL 3 COPIES (/ STAMP L-- LOCUS L-- SCALE -- CONTOURS—.,-, PROFILE SECTION L� BENCHMARK ELEVATIONS SOIL & PERC INFO WETS. DISCLAIMER WELLS & WETLANDS WATERSHED?NQ DRIVEWAY—(Elevations) WATER LINE L­� DRAINS_ SCH40 L,,-' SLOPE TESTS CURRENT? RC, ;3/9,? SEPTIC TANK� MIN 1500G.', .17 INVERT DROP 4,--' GARB. GRINDER/I`yd (+200% EDF) 25' TO CELLAR MANHOLE TO GRADE/ ELEV � GW D -BOX SIZE o # LINES�FIRST 2' LEVEL STATEMENT INLET OUTLET l46, 70 = 1 X-5' ( 2 " OR .17 FT) 7- r e9vl red. - N Q LEACHING IS RESERVE AREA c/ 4' FROM PRIMARY? 100' TO WETLANDS 2% SLOPE_ 100' TO WELLS 325' TO SURFACE H2O SUPP' 35' TO FND & INTRCPTR DRAINS j/ 4' TO S.H.GW L,-' 4' PERM. SOIL BELOW FACILITY MIN 12" COVER FILL?J,,-' (Of above natural elevation; 101if below) �RE/�Kvu� �E4uiPEM�NT"S ? TRENCHES MIN 660 gpd!/ SLOPE (min .005 or 6"/1001) z---'� >3' COVER? - VENT SIDEWALL DIST. 2X EFF. W OR D (MIN 61)j,,� IS RESERVE BETWEEN TRENCHES? IN FILL? L-- MUST BE 10' MIN.L/ 4" PEA STONE? -L,,' BOT 99PJ a i4 X LDNG + SIDE X LDNG = TOT 71 PITS MIN 660 LEACHING EXCAV 2x EFF W OR D GW MIN 4' BELOW BOTTOM 12"-48" STONE SURROUNDING BOT + SIDE x LOAD (L x W x #) (2 x (L+W) x D x #) CHAMBERS COVER >3 FT - VENT FIELDS MANHOLE/PIT = TOTAL MIN 900 ft2 LEACHING PERC RATE FASTER THAN 20M/IN GW MIN 4' BELOW BOTTOM OF FIELD PIPE ENDS JOINED W/NON-PERF. PIPE? 4" PEA STONE? DIST LINE SLOPE .005? >3' COVER - VENT SCH 40 MIN 12" COVER L x W = T x LDNG > DESIGN FLOW? DOSING TANKS AND PUMPS DIMENSIONS g r�" X L W �b Vol. inlet DISCHARGE SIZE DISCHARGE RATE PUMP CAPACITY gpm MANHOLES TO GRADE ALARM SEP. CIRC. gpm i" o, of4 inlet) HWL o ,2 LWL X39 7.S CHECK VALVE OP. SWITCH �� 3 �� /r-kz ul*o DISCHARGE TIME GW /(Min. 1' below BLEEDER HOLE MANUAL Town of North Andover, Massachusetts Form No. 1 NORTH BOARD OF HEALTH 301 ,ED i60 Z. 19 APPLICATION FOR SITE TESTING/INSPECTION \� ADgATED PPP\��y Applicant NAME ADDRESS TELEPHONE Site Location Engineer NAME ADDRESS TELEPHONE Test/Inspection Date and Time Fee CHAIRMAN, BOARD OF HEALTH Test No, S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. Town of North Andover, Massachusetts Form No.1 NORTH ♦ BOARD OF HEALTH OO�t LED /646•v0 nO 0b APPLICATION FOR SITE TESTING/INSPECTION AGHUS���� Applicant NAME ADDRESS TELEPHONE Site Location �hl-:� I k Engineer A'�/� ��. ..�.._ Test/I nspection Date and Time 6-,Z .C'yl I , I Q i )-- CHAIRMAN, BOARD OF HEALTH FeeTest No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. . c u ! 'a .�,iswfi It , ri L'irr••: b ;Zai •' ,s �.,. .,l •t. R sof . '. r r. �. ,` � ` � ,� �; �' °,� i• -� ,' .. 1. `� .t ,, c .!' �^ ' + 1 t. 1 t•l,} � rlr:•; � sa � r' � . . .. .:i ,s' t, �t •,3`i � ��'{ ��, !yy+'.,�����1�iif'��� � �I.1�j 11 .r t* �%1 �• ;),�y•' }I ,e .�,+ 1r.2Tr��� 1 iS'� ..' ��� f•"� r�s��wf�'h �,1 �i.� •��I�,{ j ♦ {�., t/.. fI/l+.l �, % Y�� •i�iw' i+Ci �sS�iy„� !s a' � % ,r 9i t' r , r„ �.. 1 •fir. _ �Y , ..,,. . i i!�>Qd4��7�yi�`cefsi �— „ i' tl 141 M N a2u►l3b of HEvm Nol�Tfl & pnvel� I MA, SS �PPKovty �r 32. S0PPLY --- bwnl ❑ cUEc,c.. ApPRO ueDNT"C SEPrI c SY STF-M 1�E51 DAr�� z6o5td 5 Zo W 4PMoVIAJ6 /6urhoj?ITy ��ti DATA Z-r�-F� OAJ PW OF lop& l ( wIGG Fr r. D 7_7i _ ScPrf SYSTCM W STA QAT►oAJ C-X4V4TfolJ 1tiSf'EGTiO,\J P(NAL t. )5pF.GTIoA) 4 PPROVEP Nrc- P4TC �4DDIT1O�AL I�SI�j (oN5 X11= �0►-ay) DISAPPRO\JFID i�CAej 0 NS FML APPf�)VAL DA T -CC 016T' I. ❑ 1945 S [] F4 iL. APpi�)vrNG 4UTHoj?iTy I No- Ti0uc-(G Appi3w G 13u i Hog Iice/, f AUl1L rAUf.LLI. 0: 1 ZnUVlift---V 1Lw,71 IALA.1 North Andover, Mass. Street No \�-- uo Lot No I,oc/Subdiv. Pland Owner CO Investigator Observer 1. !El.ev, 0. 'S2 -A Benchmark Elevation 2.Elev 2 3 M 5 6 7 8 9 10 3. Elev liir- 0 ��- 1 2 3 5 6 7 8 9 10 4.Elev 0 1 2 3 4 5 6 7 8 9 10 _ Location Datum PERCO; ATION TESTS el -5183 ek /w3 8/413 Ti-eshs sTest �ArQrLs TIMIS Pit Number 1 2 (4 P- 2- 4 Start Saturation Z: IZ 'L : 25 %0:46 Soak -Minutes Z, Z� 24% kk-.00 Start a -L; �1 W 33 Drop of 3" -Time 'L: s"j z3 4 Drop of 6" -Time '�t� l S M ns.ist 3" drop - Mins . 2nd " Drop 2c 4aC7 Percolation 1 -7 Zv ON 1 Y v 47 IVI SOIL PROFILE & PERCOLATION TEST DATA North Andover, Mass. Street No �i (,tf�� Lot No Z Loc/Subdiv. Pland Owner Investigator nilb00 Observer ye-, SOIL PROFILE DATES Ltl.ev 2. Elev 3. Elev 4. Elev o U° - - 0 0 1 -riS 2 _ 3_ 1 AN 71 ME 1 2 3 4 5 6 7 8 9 10 Benchmark Location Elevation Datum PERCOLATION TESTS DATES Tiles Pits est Pit Number 1 2 3 Start Saturation Soak -Minutes ar e Drop of 3" -Time Drop of 6" -Time M6ns.lst 3" drop Nins.2nd " Drop Percolation e hoz- -3 -)- ?-I L rT � ��PLAN REVIEW CHECKLIST ADDRESS G.!/f; / ENGINEER GENERAL 3 COPIES L✓ STAMP LOCUS NORTH ARROW t--- SCALE CONTOURS( PROFILE PERC INFO ELEVATIONS_ WETLANDS ✓ WATERSHED? -A-4 FDN DRAIN t✓ SCH40 -f SEPTIC TANK SECTION L,-- BENCHMARK SOIL & WETS. DISCLAIMER WELLS & DRIVEWAY' L----'-(Elev) WATER LINE e --- TESTS CURRENT? -IVo T C ---6o b,5 1,V F166,' MIN 150OG ✓ .17 INVERT DROP V GARB. GRINDER(+200% EDF) 25' TO CELLAR ✓ MANHOLE TO GRADE 1✓ ELEV GW D -BOX SIZE --DB- 7 # LINES FIRST 2' LEVEL STATEMENT "-- INLET 119,9 7 - OUTLET 148,60 = '/7 (2" OR .17 FT) TEE REQ'D? L-"'-' LEACHING MIN 660 GPD?i/ RESERVE AREA 1--,- 4' FROM PRIMARY? `%-- 2% SLOPE 100' TO WETLANDS 100' TO WELLS ✓ 4' TO S.H.GW 35' TO FND & INTRCPTR DRAINS ✓325' TO SURFACE H2O SUPP ✓ 4' PERM. SOIL BELOW FACILITY if above natural elev; 101if below) TRENCHES MIN 12" COVER FILL? BREAKOUT MET? MIN 660 gpd v SLOPE (min .005 or 6"/1001) •-�" >31COVER?-VENTS SIDEWALL DIST. 2X EFF. W OR D (MIN 6') .a✓ IS RESERVE BETWEEN TRENCHES? L-✓ IN FILL? —MUST BE 10' MIN.�'4" PEA STONE?z BOT -49g X LDNG /A 3t+ SIDE 79� X LDNG-ffg = TOT (L x W x #) (G/ft2) (DxLx2x#) (G/ft2) Copyright -D 1993 by S.L. Starr PITS MIN 660 LEACHING MIN 1 (131x16') PIT MANHOLE/PIT GW MIN 41 BELOW BOTTOM EXd 2x EFF W OR D 1211-4811 STONE BOT + SIDE x LOAD = TOTAL (L x W x #) (2x(L+W)xD x #) (G/ft2) CHAMBERS MIN 660 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT MANHOLES 1211-4811 STONE SPLASH PADS SLOPE .005 BED/TRENCH (Bed max. 601 X 601) MIN 131 X 161 PIT BOT + SIDE X LOAD = TOTAL (L x W x #) (2 x (L+W)xD x #) (G/ft2) FIELDS MIN 660 GPD 900 ft2 BED PERC RATE FASTER THAN 20M/IN GW MIN 41 BELOW BOTTOM OF FIELD PIPE ENDS JOINED? 411 PEA STONE? DIST LINE SLOPE .005? >31COVER-VENT SCH 40 MIN 12" COVER RATE LDG X 660 = = TOTAL ft2/G REQ1D (ft2) LXW DOSING TANKS AND PUMPS DIMENSIONS X X = Vol. �. PUMP CAPACITY Spm L _ W D Vol. DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME Spm MANHOLES TO GRADE ALARM SEP. CIRC. GW (Min. 11 below inlet) HWL» LWL ( Z. r,3 CHECK VALVE BLEEDER HOLE,----' MANUAL OP. SWITCH (,� Copyright © 1993 by S.L. Starr MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 • TEL. (508) 475-3555, 373-5721 • FAX (508) 475-1448 June 21, 1995 Ms. Sandy Starr, Director Town of North Andover Board of Health Town Hall 120 Main Street North Andover, MA 01845 RE: George Myers Ve t Way 'I't D s. Starr: BOARD OFFHH^EALI H �3 Regarding our discussion and the subject, please find enclosed herewith a copy of the topographic plan developed for the front of the lot, being the area between the driveway and the leaching field. Please review same and contact me should you have questions or comments regarding the topography, or Mr. Daley of my firm, concerning various elements of the septic system plan. Please advise us of any decision you have regarding this matter. cd Enclosure cc: Mr. George Myers G SERVICES G r � Sit �'('it � • � •.' '.';:3 ?" �-' , <•t Y t.'�..` . •'f�{ 1, : i r• 'if .. .. :1 i ' �'4. ! _ i.FS`. .( (}r+,`'��ti`.F�.Iy�iiA 4 •�,... '.ti..'}�. V.,:�;'+; 'ti �( i'2•,yr, � . x'" �+ i '�' { ' yJ. 1 �a;�,.��"+;�;+•Tn a���e,,l+• ,�a. g4f��.l.�a �yi 'k•-' ;r .,.,,t'�:.,';1 ,,�,�,.33' Syr 's ?�'� t i 4 . . t .' �, f v �=1!`r�' �F `F,��t"344i•�. ix=;�+y,t, � 1S'+.. � 4 } is x,•' h, f "� r. , " i . r, Z ` i t r;,. Y. , i f! �,' �sSt�> .Z,F Pe� .: ���✓ {E�k'�, j, a ` 0 �, �•, r. y t r e-{ fl" a • `���' r' s�rt� 1�t' )'moi` � r j yj K . , � � z 5 t 4-yy����+Yjy�,�,7 ', I'. '1 � ?S: ! _ � 1 ., +. : iY ,f y s ' Yy,i� +„r�YN �, ,,1 "��'six! 4 r{ ;✓yY�� .y!1 �.',1 .,s j I T ~ }j •Y , ( 411E '� 3 1E, Y' ,•i •�yk Y'hr.4 r`�s ', l i .. 4 '' �� ' Li F. ?t r , .] .' •7r ° . &i` �,•,� Js}t'•t of t �. ts�-t•7 'ep �.ttta: F1 + ! i., � t lY 1 :'�t:'�"I�l �!ri � t3-• ( : k '�s{. ` a r �` .s.��+may K ( rt 1A.N• .. 16 r . � , , , • . } _ ; ���+� �, sacs ' y }, d �, + , � j���ro Wi.� a Al-itLti• is 5 1 T E ti ' .i` I y �, t/ �{�;I'+l x Z 1'?�k^IY k r�i��' • V7�1 ,��.•�1_tv�+p.� 1, r � c i;°; ', k�f ��r•� y}7 � ��- , � o-� ,, t NTS. � � : t .. S ` •,r �.�.iE 4.L-r'o ..ilc.:. .f.'.iti` s _ ,asu�, r ,PUMP SHAU, '8E z H.P. �t•D, SuBr ' -1E1Z.S l BC,E 10 5 AS M FG B . ' . ,. . ��;� 110 20'• '�,.: ,•, �• � I-1�. =y Lt BE¢Ty Pu�-�P co !aATr :''_ ; `. .� - .:. - .,., _ .. _ .� .' ::.,;; : (I •' So1.t o5 Hp >.rDc t i�G) - A�A2 h.� Av Ir.� p'Abi��� ACCESS i R�LrE LOGATd,tvJ i v,' n� Tj 'BV A el¢r 6J cvfHICHis SEPAQAT�_ l�20 1 13 LOT 32-q ­461 127 OF i \ A ea4 E P-1 \ \ d PT ie_ i � x --- INV =148 30 rti t (P) t � \ c 9' TR"( 83 /"XOR 8/T• N C OG. R Vic ✓ ABL E Tl! PEDESTAL `` t -• PR o R w,arE O !JF PAVEMENTId ' ExRvlG� FRoti( T'-� s T. To F,(Jo ►5ox7y n s--.::w,,.. SEAS. HIGH WATER �yq , w ' w lITa a W0 Q N 4 W L c0 1 5 Town of North Andover, Massachusetts Form No. 3 1 NORTH BOARD OF HEALTH 1 F?°`'� •� °�°°A November 14, 1994 �'°••..°A•'`� DISPOSAL WORKS CONSTRUCTION PERMIT ,SSACHUSEt Applicant Tim Melvin NAME ADDRESS TELEPHONE Site Location 32 Vest Way, No Andover, NLA Permission is hereby granted to Construct (X) or Repair ( ) an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. CHAIRMAN, B RD OF HEALTH N0. Fee D.W.C. N Z AeX66Y e*eA7-1,TO Tye T/TGE AlSeIAVICANO Tti rWe ,04N,r 77147 GOC.47E"O O.v ryE ZOrAS-,ZW)ry AN0 T,�(.4T?Oars c0,�/FOPM 1Y/TN 7We TCla/A/ a, -,VV. ANoo ZpN�.vG ,�E6�/Ld1T•C.t/S AWS.I.e IMS r 4�0T UA✓ES. 's F(/,�T,1ee TWI-f OAeZ-'1,✓S IS.t/OT LOG4TEO /N 114Z.4E0 APE�4. t.WdJVN OAe CeMf' CO"AOWA//TY 14UAleL 0.570099 0007 G _ OWED (010/9,3 ..tHOFMe., i -I-- Z/AL/96 S � oATE /G or /N /C�o• �.VDOvc�l2� ///AS.S p,PAiY�c/ fD.P �EoeG� /Y%YE.eS /'/ 80 �c 7 o�OFq OiPv A/OT FO.P Boavo,Py avO•geY i.�/Fo.P.yf- �E��/�A�f' E�G��/EE.P�.I/6 SE.Pf�/lEs A.VODYE.� �1'4SS.4C//�/SETTS O/8/O MERRIMACK ENGINEERING SERVICES, INC, PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 • TEL. (508) 475-3555, 373-5721 • FAX (508) 475-1448 January 26, 1994 C�u Town of North Andover Board of Health Town Hall - 120 Main Street North Andover, MA 01810 RE: Lot 32A Vest Way - North Andover, Massachusetts Owner: Robert Brudnick Dear Board Members: Regarding the subject project, we hereby request, on behalf of our client, a variance from Town of North Andover Board of Health Minimum Requirements For The Subsurface Disposal of Sanitary Sewage, regulation 4.18 'Distances." This variance is necessary such that the proposed leaching area may be constructed approximately 89 feet distance from the edge of a wetland as opposed to 100 feet as required. Due to the leaching area required by Town regulations, percolation rate and other factors, the required setback cannot be provided on this lot. In order to provide an equal degree of environmental protection, concrete retaining walls are to be constructed between the leaching area and the wetland wherever the setback is less than 100 feet. Please review this request and schedule this item for the next available meeting of the Board of Health and feel free to contact me at this office if you have any questions or comments regarding the above. Very truly yours, MERRIM�?ACK ENGINEERING SERVICES /�. C12/ Les Godin Project Manager sb cc: Robert Brudnick 11 MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 • TEL (508) 475-3555. 373-5721 • FAX (508) 475-1448 January 26, 1994 Town of North Andover Board of Health Town Hall - 120 Main Street North Andover, MA 01810 RE: Lot 32A Vest Way - North Andover, Massachusetts Owner: Robert Brudnick Dear Board Members: Regarding the subject project, we hereby request, on behalf of our client, a variance from Town of North Andover Board of Health Minimum Requirements For The Subsurface Disposal of Sanitary Sewage, regulation 4.18 "Distances." This variance is necessary such that the proposed leaching area may be constructed approximately 89 feet distance from the edge of a wetland as opposed to 100 feet as required. Due to the leaching area required by Town regulations, percolation rate and other factors, the required setback cannot be provided on this lot. In order to provide an equal degree of environmental protection, concrete retaining walls are to be constructed between the leaching area and the wetland wherever the setback is less than 100 feet. Please review this request and schedule this item for the next available meeting of the Board of Health and feel free to contact me at this office if you have any questions or comments regarding the above. Very truly yours, MERRIMACK ENGINEERING SERVICES Les Godin Project Manager sb cc: Robert Brudnick INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state lav, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT- U N r� ,/Yj, y" ; ',, �� S Phone � ? 3? 2 LOCATION: Assessor's Map Number A." y � Parcel //S9 Subdivision Lots) A Street f ��-S _ (, ' �� ,l v 7 St. Number i� ************************Official use only************************ RECORDATION OF_ TO!_ S : l Date Approved Co e_ atibn`Admini tratcr / 7 -Date Rejected Comments y _LJ t&WJT 9. Town Planner Comments Health Aaent Comments Date Approved Date Rejected +9// , / l Date Approved' Date Rejected Public Works - sewer/water connections-�5- driveway permi Fire Demartment� Received by Building Insmector Date DATE Sheet of BOARD OF HEALTH TOWN OF NORTH ANDOVER SUBSURFACE DISPOSAL DESIGN REVIEW FEE PERMIT # DATE RECEIVED� APPLICANT ADDRESS ENGINEER /4� S�Q' hze ADDRESS PLAN DATE CONDITIONS OF APPROVAL: APPROVED DISAPPROVED X ASSESSOR'S MAP PARCEL # LOT # 31:q A) STREET # lle5 7� Q lr REVISION DATE �9 � 111g4c 1) /Y6-eb Vf3R l A NG E' jd N. 1�. 4018 - D r 5 r 14NC &" Ta cvET1 /qNb S 41 ,) rofrye'� l/VFO• O pone - C/tpj�G/Ty� DrSc/�A.PG� 5lZE� R/�TE�Ti�yF D 3) MUST /fA VC FOUNDAT14N D"14,1 MERRIMACK ENGINEERING SERVICES INC. Engineers • Surveyors • Planners 66 Park Streetctrr 0 ANDOVER, MASSACHUSETTS 01 1 (4" 475-3555 TO &602 oF HEFALT74 TaOU OF W07H ; )s LrEUTEQ VF MUMU UL DATE JOB NO. ATTENTION SAS D- RE: Loi 32 VES -1 yRAU OF t)w PasP. S i g WE ARE SENDING YOU ❑ Attached`` ��❑ Under separate cover via the following items: ❑ Shop drawings ('Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION yRAU OF t)w PasP. S i g THESE ARE TRANSMITTED as checked below: M For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 REMARKS �2U`b P Ajo r _ AI FWD SVS ir't l� J)a='gJ(UE[a FOZ fi IA ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US T+A "K -S , COPY TO SIGNED: PROOUOr24az es Inc. cmtm. M= 0I47L If enclosures are not as noted, kindly notify us at once. u '�'�1��itJl �t.J 6 CUf�G�, ��/ill /v"� pc �i�/4'�DUI`' ���� FORM 4 - SYSTEM PUMPING RECORD CUIWE SEPTIC & DRAIN SERVICE 107 FOREST STREET; MMDLETON, MA 01949 (978) 774-2772 COMMONWETH OF MASSACHUSETTS L/ P.� , MASSACHUSETTS SYSTEM PUMPING RECORD SYSTEM OWNER: Mye %7�- 03`73 SYSTEM LOCATION: Fro ri 1 xo r c/ f f,, TG✓o -0;,f'�,'wdows -Cro 1p ►� f a u to C'o ve-d ;?".-to/ 6h A O O y U N G Is �� PUMPED: 0 GALLONS DATE OF PUMPING: 3 QUANTITY UMP r O � CESSPOOL: NO 0 YES F7 SEPTIC TANK: NO E�] YES SYSTEM PUMPED BY: CURRIER SEPTIC & DRAIN SERVICE CONTENTS TRANSFERRED TO: DATE: 3 (3 INSPECTOR: G�or�