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Home My WebLink About1989 Correspondence DEF SUB 5 BOARD OF HEALTH *1120 .h MAIN STREET T TEE, V - 4+ ArtD NORTH AND V E1 , MASS. 01845 Ext. 32 or 33 l H To: Planning Board From: Health Department November 30 , 1989 e: Boston Brook Estates design approval permit has been issued for Boston Bros proposed septic system -but a letter outlining additional approvals that will be needed may be helpful . The project will be subject to Health Dept, approval during construction to be sure that it does .in according to plan. Gravity fed collection lines will be tested to confirm resistance to groundwater intrusion; pump assemblies will be tested to assure proper functioning; most importantly the contractor will be watched closely as he installs the leach trenches because as I pointed out to the designer trenches this size are very difficult to construct in gravel fill . n conclusion, while the project will be subject to Health Dept. approval during and after construction it has received all the approval it can prior to start of construction, Sincerely, Mike Graf Qf T +- 41. a n O BOARD OF HEALTH 13 {.,.. 120 MAIN STREET ,T' ...I -6 4 83 , r NORTH .N VE # MASS. 1845 �'F � 33 . or� 1 A OS I { s r i R. F. Geisser Inc. Box 42 East Providence, R. I . 02914 uiy 25 , 1989 re : Boston Brook Estates I have reviewed the latest revision for this plan and have several comments: 1 Is there still a proposed retention pond in the c l de sac nearest the l.eac ielid It would be too close . 2 1 will want to discuss with your installer how be proposes .o dig the trenches so that the excavations don ' t collapse, before any permits are issued. 3 Septic tank does not comply with 10 CMR 15 . 06 Dosing tank does not comply with 310 CMR 1 . Emergency overflow tank does not comply with 310 CMR 15. 09 Sewage connection lines would have to be pressure tested after installation to stake sure that groundwater intrusion will not burden the system. This is a responsibility that rests with the installer that I will wart to make clear to him, No garbage grinders . This must be a deed restriction but how will. it be enforced? some condo associations levy fines on members for infringements like walking on the lawn. This is a serious issue for community systems and I will have the cooperation of the building and plumbing departments to guarantee that no disposals are installed. The leach trenches may be accepted if you find a - contractor who can assure one that be will proper.y construct them. The plan for the leach field seems to meet codes in other respects , In conclusion, I have not approved the plan, but the leach area shows promise. The septic tank and pump cambers are still serious obstacle and will not be approved as shown. sincere cc : Mia o Realty Trust al `oce die bra . . Planning Board f 1 s J OR } x i BOARD OF HEALTH 120 MAIN STREET TEL- {J+y /'J� YlwM — 4 3 CH NORTH �1 R, MASS. 1 Est. 32 or 33 I k I Planning Board '2-16-89 ,a : re: Boston Brook Estates On 2-15-89 RalphJoyce told e this project would be removed from the agenda, but here is the current status Number of buildable lots . The burden of proof for this is on the developer. I will review any proposal he submits to make sure the proposed density is supported by suitable site conditions . I have a meeting with the design engineer scheduled for 2- - 9 , Septic system design. I hacre rejected the current design, was also rejected by DEQE, The design engineer is working o revision, Sincerely, Michael Ora I i i s i 1Eo 16 I BOARD OF HEALTH cccH{wl+.[h 120 MAIN STREET t a T L. 682-6483 NORTH Ext'.:32 or 33 H ; z To: Planning Hoard ` From: Health Dept, s' Date: March 15 , 1989 e: Boston Brook Estates It seems that sty estimate of the maximum number of septic systems that could be designed for this site has created more questions than answers . It is an estimate. whether 21 Lots could e designed to satisfy health and zoning regulations I cannot say, I based my estimate on health criteria and ten years of experience in septic systems , there are not 21 plans for septa.c systems and there are not 42 passing percolation tests . Maybe 40 systems could be designed for the site, Thence is not enough data to determine exactly at this time. It is not the responsibility of the Health Dept. to design subdivisions , we review proposals that developers submit. If 'you want to determine exactly how many units of Coven.tional homes could e built here and an estimate is not satisfactory, you will have to require a subdivision plan that conforms to zoning regulations an includes soil tests and individual septic designs which have been approved by the Health Dept. This will require extensive additional. testing. At this point I cannot give you any figures for development density that are any more accurate than my original estimate, which I still support. I did not take zoning requirements .n.to, account when I formed the estimate. In conclusion, if the estimate is not acceptable, the only alternative is to conduct additional soil tests and design a conventional subdivision. I am sorry my estimate caused so much confusion and regret being placed in this position. Concerning the proposed system itself, I have re3eoted the design because of several serious flaws which will have to be redesigned. The engineer is awaiting word on how many units he will be allowed before submitting a new design, a move which I agree with. Sincerely, Michael Graf « . , CjHeOs f F i I ItA Oil R1 e6 BOARD OF HEALTH COCKCA.,,,11.1 o MAIN STREET TEL: 682-6483 . ACHUS NORTH ANDOVER, MASS. 01845 Ext. 32 or 33 i TO: Planning Board i FROM: Michael Graf DATE: March 2, 1989 R : Boston Brook Estates I have been asked to calculate the number of buildable lots that could have been built on this 28 acre property. After review- ing it tests, wetland borders and topographic plans, I estimate that up to twenty one sates could be found for single family sized septic systems. This means I approve a development density of up o twenty one units: 3 single family conventional homes on lots 1 , 2 - and, -3 and up to 18 units of clustered 3 bedroom townhouses on lot As yet, no septic system plans for the site have been approved, but the engineer is developing a plan for a large system to serve the clustered units. icercl Michael Graf cc : Ralph Joyce I .F. Geiser, Inc. 1) 438-7320 Constiltin Engineers o - 1 47 P,ot Box 4526, East Providence FAX (401) 434-3448 Mode Island 02914 Byron R. Holmes, P.E. President September 20 , 1989 Mr , Mike Graf Health Department en Town Hall 120 Main street North Andover , MA 01 Re: Boston Brook Estates ,. Proposed Septic system (Revised Dear Mr , Graf Enclosed pl ease find revised design plans for a wastewater collection and treatment system for the the 18 unit Boston on r•o k Estates residential deve e off Salem street for your review and approval . The submission includes the following : 1 , Application for Disposal Perri 2 , Two 2 copies of the construction drawings 3. Design Calculations List of Abutters Copies of the applicable 8oil 1 o s The proposed leaching system involving two leaching trench systems located at the northerly her end of the site has not changed from u r July 14p 1989 submittal .. Based on your input, we have revised the wastewater collection system.. There will be two pump stations ion and associated septic c tanks serving each end of the development. Plows from pump stations 1 ` and 2 will individually discharge o leaching reach system 1 d 2 , Details of the two pump stations are contained o plan sheet e depth of the original pump station was 15 . 5 feet, The modification will set the depth of each station at 9 feet. e reviewed the locations your office suggested for the two pp g or e. review o• the es i t i thenortherly cul-de-sac sta depth of feet, Thelocation for the southerly indicated groundwater um station would be within 100 feet of a wetland area f We have sited each # area of favorable groundwater conditions and these station � a locations r vide for the shallowest possible depth of the p UMP stoat i on , C I VIL AND ENVIRONMENTAL ENGINEERING s SURVEYING it# A TERI S TESTING In response to your other comments we offer the following : -� An above-ground motor control cabinet will contain pump on-off switches , power shutdown light and generator connection switches , 10 kw generator will be housed at each station site in case of power outages The leaching reaches are interconnected and have surface vents M Plan sheet contains a note detailing the contractor' s requirement for field pressure testing of the pump chambers and septic tanks to insure that these structures will be water-tight . We have eliminated the emergency overflow tank' from the site and detail plans and are proposing the use of an Oran 10 kw portable generator . This generator will e stored in a common space area in Unit No. 18 and the condominium association will contract with a maintenance company to operate the generator in case of power outages . If you have any questions on this design change , please call us . Very truly yours , Byron F . Holmes , P. El. President cc : M ano Realty Trust Atty . Ralph Joyce North Andover Planning Board F .F. Ge ss r# Inc. Y� 1.■••i NMI rrrt.rs.wtFfrrr4■ ma kl.ii..rt*rfF#+t 4i�liYiFfF�#F�• THE COMMONWEALtH OF MASSACHUSETTS BOARD OF HEALTH TownNorth Andover. , .............++.............+ii4.....I..........,++.f++..*........rt#.,iirt++t..,...ri Sri...+.....rrrr.,...... , rrrr..++,+-+. .,, ar Bot'llplulat lujadw Tonotrurfiall rawit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal Sy tn i y�+ �'1 T,r�J lo+YY ,.111�i}'�1i tL}'+7�}F11�{'f Alm+ v ..rrrr. arrsw*f ry.ait *.frr.*arrsa.rf V*` V w.....28.,f ■ . rrsl 4+ar�«L f .r►r.#aii.�s�ws.YFys.i ■.rr•i'l r�. T r +�fafL.Psm f..r. irate*4TT....#asir... #rt or Leot No. Location-Address arra# . . *. • 1 ■i ■•• r • a•..Owner.rrrr la......rrrrrr.ra.T.a.aar..■..�f*. ra*.if..T..a...r rr 4*•T aiTr*r.rt ra ra..T.k.sa'.r•;tr.a•..rtr♦y.y■raiiari*.rs4*a+r.r ara■■i*Yw#.TFr.w.T.•Address Plaistow, NH ■.... .C'i�i�fr�. iir�i�*�+ {+�.......rt.rr.rt+..rtr.f.f...r.r.rrtrt t.*...rrrr;srs*. .iarr�iiri.iyr.T........r.irs.aff...fraw.at.*r...*..rrr4is.......rrrrrrrr##...arrrafaissse+sa r..s Address *ype of Building Size Lot........i.r*i4t•Tr......•iTTTSq* feet .. � r garbage Grinder 0 � Dwelling— N . o Bedrooms.... ....... .r .. . p — o B ildhi Jowuljous.es.. No f erso� s43T. '. oom..... Showers Cafeteria ootl e~ ....... ... p Other fixtures . l ca .....rrrr.+r+w+f............R.i...........*r.......i.Tf..... .rt*........*rti +rt...........,��. IIffs� 0 Design n 'lost...... . i,_....rrr...F........4....._gallons per person per day. Total daily flo� ..4.r*......�...T.........................i+ .fto i Length rr . . . Septic Tan � 1,,igtilcl�eapaeity2. o(k Motes .r3 .i rr Width iam ter. . .. ... ...... De h........ ........ ? 20 Disposal Ire� ��_� o� �._r .r..rrt._tt• �c �rrrr,...�rtr.......r � � i . . � l l � �� ..... ...tr..r..r.rsq1 iti Seepage Pit F1� /� is p } belowinlet. . �' Total leaching T. 11- �LJ rrrr y.r.�++.. ��{41��4��1i....�.•.rr.�r .aaa. Depth .....aa....r.rrss.• r i4a a.......rr►#riT f . •` _+• rrrr 4i Other Distribution box X Dosing tan 1988 Percolation rr77 � ��y�t �y�1 �Y �-y .F `� � . ,.. � + rTrrr.,.i.. fit .... Y' .� ereolation Test Results Performed by.. .. � *+* .� � .r..rt.iT....... 4rr.;fr.!• **.. 1.4 (H)Test ■ III ; � fit No. .........r,r..._� i t�es p r x e De tl of 'T'e t t.......Uirt..... Depth th to ground wat t.....................i_-- o Test Pit No. *#......r. ....ininutes per inch Depth of Test Pit.........i rtr�rTr• Depth to ro�lrici 'water r.rr..rtrt44.*r.., .rT.+.. rs r4Y#..T+++++ .i rr Ysirar Frt.aa.........rr_rtafr#rrrr a.*a*a.TTra T..T...*M&4@P.....{.,+.F►..rrirtrrT.s.t�.r..rtiTrti*+ ravel 9' ri ii #y {; . ...�R..� . ... .. . ... ' �. rr.� .. �*►�-... ...+.� * ... .rirr.T.....rtrt.rtsrts �.Frrra*;*.#.*wr.ir Description o Soil.... .... .rT •*T.. *rr. ... ■##w+• .•rrtl....ir##.*r....4..rTrrr...**a*r............rrTrt.r.a.....rt*-###T��.-.......r*irx.r...........r.r#rr.....r.iatwi...........rr4.i........ rr rr......+.+... ........Tr..........-..4.-........rrt«rrrr..._-.�.................r ......... ................__..........**....................#..... ..irya*......1*i 10*0 i..4......r r r i r#... 4cable /.� ��y! yy.+; `i]as. �}*�} /��1+F #7 -�- . swe1' ] # . Nt; ■�+r/� rrrr.Nature of RepairY3 i lter►tapplicable................4..� i..• ....4.04. .irt F4T...........rrth4lia#t.�ii 1 a....tY1404..a..i 6/4 Yq 4.a it W*rtrt a&0t a.*omiod rrt# Agreement: Theundersigned agrees to install the foredeseribed Individual sewage Disposal System in accordance �►it�� ,� _ The undersigned further agrees not to lace the stein In the provisions of � `� �of t�� state Sanitary Jodie� ��e u��c�er y operation until a Certificate of Compliance has been issued by the board of health. 9/20/89 Si�r��ed_.r..............;..................rrrr#...*.......................... L7 Date Application Approved kkkkxo ed y....................fr..*r......... ........... r.........................rf*..... Da ..#a.4+.rrrr+ Application Disapprovedfor the following a-s t ,.......T...............iT..........rw ...r...a.............f....................................r.r.r.r.... .*..ir*TTYi ..,.y.*rt.... ............. r r...r;#rtr.rTt Date PermitNo... ......*.y.wy i4rt...#a...... r.rt#..f.i...* Issued..+.i.rr........... .................stir....... Df THE COMMONWEALTH F MASSACHUSETTS ' BOARD of HEALTH 1+.,.0 F ,......i++.i+......laT**+.++aiir**#tiiiri!*all�iTfi#tYili..i*i3t�iialis!***...#i.rtris Tntiflattr tit To wit I Iaarr HIS IS TO CERTIFY, That the Individual Sewage Disposal S sten, constructed or Repaired by......4....ririi#.........ai........... M... ................... era..r.*......#r.r.......rr*#T.r....r.r.**T...r..............a#+.rrT.......................a........rrrr.............................. Installer (4 r.rrrT.T...............T....r T...........r*T.........r....*..T.........ra.............%_.........Tr...ri......r+....r.........r.a..r.....Fr.4..ar...............M.............i A...........rr..r.i. has been installed in accordance, with the provisions of TITIZ 5 of The State Sanitary Code. as described in the application for Disposal Works Construction Perinit No.......................................m. dated-__............................ THE ISSUANCE OF MIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCUON SATISFACTOMI.- ATE..................r#T Inspector...................... ........M M *a#i•afr. Boston Brook Estates North Andover , Massachusetts Wastewater Collection System Design Calculations September, 1989 Required : Two wastewater pumping stations serving the north section and the south section of thetownhouse development that will each discharge wastewater to a leaching ffi e l d located along the northerly property line Each leaching fi e l d contains 10 sets of trench lines each 78 feet 1 see design notes on plan sheet o# 2 . Each leaching i e l d to be flooded to a depth of 1 . 28 inches in less than a 15 minute sequence . Pump Station No. 1 This station will be located adjacent to townhouse unit 16 in the northerly section of the development arid will serve units - 1 . I will have an above-ground motor control cabinet and stand-by generator. Static Head 12 feet Length of Force Main 290 feet B x 10 lines x 3 ' width x 0 . 80 gal . /inch 1 , 875 gallons required per pumping sequence 1 . 2 depth 7 , 48 gal . cf 0 . 80 gal , per sq * -fit . of trench a :. 1 . 28 water depth in trench 12 i n . l t Required pumping volume 1 , 875 gallons set on-off level charge at 1 . 74 feet 11875 coal 1 , 875 gal. 15 minutes 125 gal . /minute minimum pumpingrat Friction Head Loss 12 feet TDH 12 . ' + 9 , 51 21 . 5 -feet Use Myers Model WHRH 20 Pump or equal Output . 135 GPM at 21 R ' T H , I of 4 r 'x Pump Station No. 2 This pump station will located adjacent to townhouse unit #4 in the southerly section of the site . It will serve townhouse unit nos. 1 10. It will have also an above-ground motor control cabinet and bar generator. Static plead = 7 . 3 feet Length of Force Main � 1 , 340 feet 7 ' x 10 lines x 3 ' width x 0 . 80 gal . /inch 1 , 875 gallons required per pumping sequence 1 , 28 depth x 7 , 48 gal . 1* 0 , 80 gal , per s . ft, of trench at 1 . 28 trench depth 2 in , /1 . Required pumping volume 1 , 875 gallons set on-off level change at 1 , 74 feet 1 i 7 ' l x 12 ' d x 1 'w o. - 1 , 875 gal 1 , 875 gal. 15 minutes � 125 gal . /minute minimum pumping rate Friction Head Loss 43 . 9 feet TDH 7 u 3 ' + 4 * 9 ' 51. 2 feet Use Enpo Cornell Pump Model - or equal Output.- 135 GPM at 1 -1, 2 ' T H . 2 of 4 Il A) tiW ' 1 ' �'es ............ i sewage m ►oluta a giving full opening for Upp r Sleerry Bearing with Thrust VoluteCass i heavy cast iron, epoxy Myers IHRH e # � f ary ' net provide higher p nr llo of liquids.and up to , (381 rn) Wai;her and Lower Sall Bearing are coaled with support Ins. ' ' r r e but sti dig. solids. oil lubricated for smooth opertion, long 3' (7 ,2mm) discharge heads arde h spo flame. har�dla 1'/2x (38.1 mm) dia. solids. 1 to a i la end three phase) oil pump lilt. HR rips are ideal for installation filled ford insulation a l l rioat}on otary Shaft Seal has carton and p��ate apac�to� Housing (single ire here is a fang discharge lino, seal.No tarn swidch ceramic faces for positive seal.�is phase) allows capacitor to a replaced higher cloy Lion r both{ at la me l anisrn. der cad p ole - tatioriar , pre r is tfir� or trash from without dismantling rotor. Pump l 1R is re tiorl is wilt i -- three plae o�rerload minding on seal. Metal parts are 03 -- oporates wmplololy out of in control box, stainless stool. ' Dimensions f� 3-NPI FLANGE i. 5 i N T FLANGE j ti8' r 216 m m y 235 M wr a ...W 4 5 k/ 130 rnrn Performance Curve 1 CAPACITY LITERS PER MINUTE t ', } 2 300 4 ry 80 �Y ` ��. l it I_ 14...'�_.�_._�:— 2 70 20 16 Ul 14 10 30 O 'ies �41 Accessor ' I E 4 ors offersa wide selection of accessory items for use will, t io ' level controls wet sump controls,a rM � Pumps:ad u table a duty fc 3 �...m_ � _. T_ contr , electrical control boxes and switches, hay l � 4 � I � o ais, oiyethelene and fiberglass basins{ etc, , e e 40 60 80 100 120 � CAPACITY GALLONS PER MINUTE ' Pe''rformance Capabilities 0 0 CD 492 LPM 0 � Capacitiest 1 GPI Heads t feet 21.3 r boxes Pump Don Range Variable with Level Swit h Solid Handling apahilit 112 inch dia. solids 38.1 mm dia. solids Automatic controls Liquids Handled S o� ttlu nt Intermittent liquid Temp. 14 O° _ Deter , 1, HIS . . Electrical 115, 200t 230 V 1 ; 200, 230t 460, 575 V 3d) Discharge 2 or 3 inch 50.8 of7 .2 rim B n "' F.E'MYER .a Ptnialf ComgfL y 44805-2285 Check valves w r qP I-moon � ■ ■■ ■ ■■ ■ ■ an ■■■ ■■M ■ I I ■�00�= �NMIEEEEX among no NOVINSIMEN go I ■ ■■■ ' ■ ■■N■■■■ ■■■■ ■ ■ - ...... ■, now MIS 00�010 ME Sam Marl �L how MI INN �,� MWOM ■�M■NE�In � � ■ ONO Elm- LMOms � ■■ i � ■�■ -EZ ■■1.lff ' ■■■■ ■■ ■■ ■■■■ ■ ■■ summusussaw Enpo-Cornell Pump Company A DIVISION OF DOUBLER Roper Industries, Inc. (Ohio) QUA, 0 H 104 (ALSO MODEL 4DNDL-SS WITH RELIANCE MOTO i 2 J�Q5TON BEQa ES LIST of ABBUTERS } • Geoe H. and Wanda Farr t 89- Salem Street N. Andove ` MA' 01845 �t F F F I +F 1 L , Y 2. Leona Morin � 11 Salem Street N. Andover, MA 01845F 1 a . I � Edwin H & Carol A Frazier 1631 Salem Street N. Andover, MA o . Demis P & Mary R. Meyer 1619 Salem Street N.- Andover, NA 01845 5' 5 . I1 1 r ; 4 John H. & Mary K. zickel t t1607 SalemStreet N. .n , MA 01845 F F 1 I Y Jars F. & Dorothy . Youree 1601 Salem Street: ` N. Andover, M. 01845 /1+5} of 2 , BOSTON BROOK ESTATES , NORTH ANR, MA t LIST OF ABUTTERS y f i I . Richard Mari a K. Delisle .� 1589 Salem StreetN. � s Andover, MA 01845 x . M. Joseph & Helen R. DeCosta 1577 Salem Street Ni Andover,, MA 01845 . Lawrence .. Jackson � 1565 Salem Street 4 1 N. Andover, MA 01845 1�7 .k 10. Donald A. & Bernadette M. Deadder Salem1557 . `,Andover, MA 01845 x 1 . Michael. & Deborah A. Fried 1535 Salem Street N. Andover, MA. 018 +5 + k 1 i 12. Mark R. & Brenda A. Shea. € . .. . . ,...S em_.S, r e e•t N. Adore , MAMA 01 - 5 t • r� } d r d 1 13. . Peter amela Brown 1701 Salem- Street N. Andover, MA 01845 14. Robe A. & Jean F. Smith 270 Mayble Ridge Road N. Andover, MA 01845 15. Conmonwealth of Massachusetts Department of Environmental Management State -House 4 Boston, MA 0210 R. F. Geiser & Assoc. Inc. RE R C 0 L A B I Q N ...T E0 L Q Q_ Consulting Engineers P.O. Box 4526, East Providence. Rhode, Island 02914 T A ENGINEER: PROJECT: Boston Brook Gradall 880 MACHINE TYPE:.. i LOCATION: N . Andover GROUNDWATER EL : DATE: -28-88 : 48 TIME STARVED: TEST PIT O, P--2 TIME FINISHED: 32 0 DESCRIPTION ' FTIME START S RATI Nif+iaaiii+iwy06 #*lfFiiifla■rl#i#Fiis +i#iii■ 4-8 , 1 r r#■l i a i*#i•i■+F i!i#l i w JrJ} FINISH SATURATION . ..-Gallons) 3 - •*iai■#;ti10■*i00i66iaai■■*#ii0aa46+6645##falit�##iai R + ' BRING LEVEL TO 12" ..-Gallons) o a■•i#fiia■##iii■#i*itFaswr■••##1ari+Ri#{liiti#!4i#ii k DROP To -' - 8 _ . f•a#��rtr■irtw#+�a♦ter+}a1■a■atsa■flit#�rrafli�i■1#rs♦aar■!#■a#sir■#11■F■4a1ia##f111#ri4iaar#!•#4F+■■aFir.■`u..`�,,,�r r Insert Difference Below DROPTO + ayFf■+a*tiri■■a■a*fwt#f1**!1#*if#000#+4a#►#Fsasar■ii1■isa■■ ♦#iriraR#rrt�#a riaa�•�a•riiiaarr�}•la+lili aY_�■iYr�R,�,,,,� r SUMMARY X PERCOLATION TEST12 Mi FFF mir0■ c 3 8, PERCOLATION TEST FAILED - r NQT ■y x ■ R. F. Gist & Aso . Inc. + N . IEST �OQ Consulting Engineers } P.O. Box 4526, East Providence, Rhode Island 02914TCA �. ENGINEER: . WEATHER; err � PROJECT; Boston Brook t MACHINE TYPE; LOCATION: N . Andover DATE: 3-29- 88 . GUNWA ` L1 : j TIME STARTED: 3 3 o TEST PIT N ; p 5TIM I ■I i-��-W�■IIIY�r■-IW�i __—-,,,■,■,,, E FINISHED: . .. .. 1FrN JJ {/y1 i 2 i [DESCRIPTION • R . TIME i START SATURATION... 6 4 1 0f*ia#I€liir606{61{ 0 off i#4i#a 3 a 3 ##i#■r4#11###rt#4 FINISH SATURATION Gall6ns) �tea4F*rtw#•##rtilr♦•'p#iari It*tip I'm i■**iirr*6rsflrii 44 ssasa + r t : BRING LEVEL T 12" 3 Gallons) i#•r#Kliialli#ta■##tira###•r■■iiFrts■iariif!#rtftis#itr ,,y .....—..,� A DROP To - r 3 o { r+la#iaaiFsaaar+#a�rr■�*#irrrrr■a0iyar►r}#ras♦I4rirs■r•rrrrr#rtirrl#rrtrtr•rlfa##rrf■■aiala#*#rta#*rl+iarrt ■alYrrr�r�■,� Insert Difference lw + DROPTO 6 1irr►1a0*art001tia40*10a6#s11#■a*4Itti4#1i■#0a0001##114#4F04fir0**410ti0aL11irir►4i0s#i4#a r #tRlii##i0 rti 3 1 42 + SUMMARY A. PERCOLATION TEST PASSED-RATE= 12 M10,1 4 minfinch B, PERCOLATION TEST FAILED DESCRIPTION, N 0 T E-a ti a 1 t L • i F t i R. F. G 1ss r & Assoc, Inc. QLATfQ_N Consulting Engineers P.C . Box 4,526, Cast Providence, Rhode Island 02914 ENGINEER: WEATHER: S U n 0 Y 1Q ' 5 n.,r�i�rr�m��iimmur.�^.� i t PROJECT: r� I . Bostond .l 1 880 MACHINE TYPE. LOCATION: + N . Andover GROUNDWATER ELE : 3-2 - 8 TIME STARTED: :. TEST PIT + TIME FINISHED; # DESC [ TIN t I M-E ` START S {T PLA 10 N*##*0 4 a i a i 1 4 1 a a/1 1 l d k 4.1 6 0 6 0 0 0 A t a►1 a l i i#a*#'*i#6 4 a a a a a a 0#i l a 6 0 a 0 4 *►#y}#r 4 i#i#0 i 4 0 9 a i 4 r FINISH SATURATION 1Gallons) .##i11i*�ifi# •F#4 440Ai44i■6♦41106a0060a64*4b406##6#4#4 r i f r - r , t F ' •. BRING LEVEL TO 12 Gallons) . k iL�6al4#•�#i#♦0i•��ii4■#f#4�i#iAiotiFw##}##•ii4}*;#6## 54. S A , M � w + DROPTO 9 /#d 1a64r14+tart�aR��ii11i�#F•�i�•1#i1►F#}#}4•i�l�f#aaa*##aalf�#i*Ifi�i##f*a#li##1•+la�R�4�f#�ai�#1i#i -insert Difference Below DROP $a$a s i i■a��r i a�i 1 1 i�a�f a a a a a i i#�F F J s R s***#i#i!i#a a#1��!�i■ r SUMMARY t A. PERCOLATION TESL .".. 2 mlMnch B. PERCOLATION TEST FAILED - DESCRIPTION: r NOTE-a Water was percolating throur I i a�s` a Filled 24 gallons . Pert rate 2 min /inch . a M• R. F. Gissr & Assoc. Inc. H.R00LATDN Cons-ulting Engineers ' P.O. Box 4526, East Providence, RhodeIsland 02914 ENGINEER: ..,.+..�.�..� 40 PROJECT: Boston r + Kok Gl: ] 88 . MACHINE TYPE: . LOCATION: N . Andover GROUNDWATER EEL: DATE: 3 M 2 -88 + F TIME STARTED: : 13 TEST PIS"N : P I TIME FINISHED: . 4..a 3 DESCRIPTION TIME 1 1 F � ' +. * -� i �S T SATURATION.11.,,,,.,,,,,,,,,..., a6R16#6•ia##i##f44 ft i4#0!# 1## ##a fi i1# S y f!i######### FINISH SATURATION Gallons} 28 •00aa6t1144#iai44}44#ra0ari6i♦�iaaaaa#446164r41*4 wi4 6*4 -3 i i + 1 BRING LEVEL TO 12H k + f 5 • 1 V i 2 8 ' 1 a•i F##•*#a 1k#f####► DROP TO 9 �,� 3 8 + r ##i F a a#r#a a f i##w a 1 1#f i r a i 1 a##►#1 4;1 f#i###1 i r 4.1*a#a 1 a 1 1 1 l l l 4 r f 1 a f f t a r a i a#r i E 1 i##4 f 4 1 f a##f#i i 1#a##i i Insert Difference BelowDROP TO 6 1 #ari}* i ataiar###ariaafr*r#;;** *#aaa**iyi####aa#*#rflaia #•aaa#•Ir#a•i11a4iroi•►ii#iia#a0Fa#10faa; • 3 SUMMARY A. PERCOLATION TEST PASSED-RATE... 15 M i[h minfinch B, PERCOLATION TEST FAILED - DESCRIPTION, LO T E 29�1 . ' S 4 + 1 R. F. Geiser & Assoc. lac. PERCOLAIDN Consulting Engineers P.O. Box 4,526, East Providence. Rhode Island 01 III • . i w WEATHER: Srdi��:I:nonn ,... !0 I' i PROJECT: Boston Brook MACHINE' dl 1 880 LOCATION: N . Andover GROUNDWATER ELEV6 DATE: 3-29-88 TEST PIT NO: TIME WISHED: 4 DESCRIPTION ` TIME - F { F , START SATURATION., 3 • 5 1 ` 4 FINISH SATURATION Gallons) 3 20 #airrallarrli#f#L■ii■■#•fF•riar0LLita#i#i##a•♦fa064& ' BRING LEVEL TO 12 Gallons) 3 2 � � F M *iii�##*i#1#•a�■iwlLi!#��aL**■iiiiyili##fiLL��*�Li�## { DRO i f -• `' : 1 •#�al►f liaaia■ria.a�afiaaaxaa#,r<+##say•sir.i.•1 iaartwa#•sia��iilaaai#•iii laaai i i1##it4aaii rii<a 1+iwi11 ter_„�r_r,_ Insertiffr *c Below DROP TO " 4 : 1 ■�saaarlaaaa+Ella■##araai4Larr##1#■!a#!r##a♦aaaa####+ara*4#4#4La■aF##*###afa•aiaiiafal##L###aa•L}#i}• SUMMARY A. PERCOLATION TEST PASSED-RATE.. M j[j 12 minfinch 3 Bi PERCOLATION TEST FAILED - DESCRIPTION: NOTEa F i uon5umng Lngineers P. , Box 4526, EastProvidence, r Rhode Island 02914 Res ell `. "Bu " ei ser1.E. Pros fd n TEST PIT FIELD . ........... k ' CLIENT o Boston r brook TEST PIS` N , D 1 ROJEC�` . . FILE NO, t DATE 3-28-88 EXCAVATIONEQUIPM-ENT { NG CONTRACTORDorusa. Brothers iiY1.Y�ll Ylii.S�l�l4ryM1�l.pli��..11_ 10 dr OPERATORGROUND ELV o ATHER MAKEMODEL 88 MMEJJ.+.�� e�JJ' !� RTE 4 JJlYD x T * w CAPA ��R �lwllll5�i REACH Y[}{IME*w.TI CO PLE 111 � Y • X CAV. BOULDER REMARKI DE P` SOIL DESCRIPTION � NT No, TY, CLASS " Dark Topsoil E Brown Soil Large rocks and cobbles D ' r D �i#yat #rrs i..+ ' i•Ms_ tiFfay Grey course soil D • D #..�1 D Stopped here 12 REMARKS: EGEND; P. ,."N R -OULQEB N6BBKV ..".. Y iT I D Np Rf f 1 L # -FIN W.G&RA SIZE AGETRACE ffR) o # � �Y "-1 * �` (U) C-WAS •`EL LO —MOD AT 01`360 SOME 4 35% /!-FINE To MEDIUMr ICULT "' LAB AND 35-� IC•FINS M o�As V-VERY �� ,. R, F. Geiser Assoc. Inc, 01� � -73 0 Consulting Engineers . . Box 4526, East Providence, �. Rhode Island 02914 Russ ell F "Bud"Geiser P.E. TEST PIT' FIELD LOG CLIENT Mi ano PROJECT Boston Brook TEST PIT No. DH#2 FILE NO. DATE EXCAVATION EQUIPMENT CTACTorsa rohrs { ENGINEER 1 GROUND LV -- OPERATOR i Cry oy 30 MAKE Gr MODEL -- TIME STARTED .,.' REACH 15 FT TIME COMPLETE XCA , BOULDER REMARK DEPTH SOILDESCRIPTION � � , TY, CLASS E Dark soi 7 E Brown Soil M 4 f Mii�_iwyf ' Grey soil and cobbles; some D + Tar Targe stones i rrr r ryw D D �*ii �AAi Bedrock I"OEM 1 Ii MARKS: BBQPOBM ABBRE.Vj6T10Lja ULQE8--Q0U U S E D mm"E"WRIMMOW L E7 -FW W-GRA SIZE AGE D S#G ATE # TRACE (M) 0 1()% M.WDtum 13N E--EAS „* ' A ALE I) 10 20% 0-COARSE YEL#YELLS M'�'M 0 D E RATE SOME S 20-3 . /*FINE MEDIUM P6"AND C AND 35-� I FINE COARSE F. LARGER •VERY \ r; 14 i I 5 , f - 7320 R.F. Gelsser, Inc. (508) 314 ConsultIng Engineers FAX 4 1 434- 44 P.O. Box 4526, East Providence Rhode Island 02914 Syron R. Holmes, P.E. President June 13 , 1989 Planning Board Town Hall Main street North Andover , MA 01810 Re: Boston Brook Estates Dear Beard Members Based on your comments presented at the June 8, 1989 Planning Board Meetingv we offer the following information concerning this cluster development for your approval . 1 . CLARIFICATION P PROPERTY LINES - This site will have 92 . 77 linear feet of frontage can Salem Street in order to provide the roadway access to the residential units . This will combine two frontage lots owned by George Farr into one lot on Salem Street south of our proposed roadway .. sheet No, 1 of the 4 lot subdivision l a now has the perimeter shaded in order to highlight the property. 2 , TYPICAL BUILDING ELEVATIONS - we have prepared architectural elevations of the � 3 and 4 unit townhouses for your review. 3 , PERSPECTIVE PLAN FROM SALEM STREET - Two she ohes has been submitted that illustrates the anticipated view of this development looking from Salem Street. There will he a 500 foot horizontal separation from these existing homes to the Boston Brook Estate8 units . All mature trees will be preserved along the brook and the bank leading o the proposed units thus reducing the visibility 'to these existing homes throughout all 4 seasons. 4. OPEN SPACE PLAN Are 80 some plan has been prepared telineating in green the proposed open space on this Supporting ca l U f a i ores have been attached that summarizes the open space area provided and is in compliance with section 1 , 5b of the local Planned Residential Development Regulations TRAFFIC ISLAND - The traffic island proposed for the "T# intersection at the private driveway is now shown, DESIGN• CONSUL TATION•S UPERVISI N a REP REPOR TS i 5 j CONSTRUCTION BENCHMARKS benchmark has been added to al I three grading plans (Sheets 3 , 4 and in order to provide the contractor will easily accessible vertical control . ROADWAY WAIVER REQUEST -- Attached is a letter dated December 13y 1988 previouslysubmitted o your office for your approval , 8. STREET LIGHTS - We have added 4 more street lights on these roadways as suggested by the hoard . F you have any questions on this information , l ease contact s, Very truly yours , Byron R. Holmes , Pa , President I . F. GEISSER, INC, R.F. Geissert Inc. R. F. Geisser & Assoc. I nc. 401-438-7320 Consulting Engineers P.O. Box 4526, East Providence, Rhode Island 02914 Russells'. "Bud GeisserP.E. December 13 , 1988 Planning Board Town Hall Mar Street North Andoverg MA 01810 RE: Roadway waiver Request Boston Brook Estates Subdivision Submittal Dear Members of the Board on behalf of M i ano Realty Trust, we have submitted definitive plans for a four lot subdivision off Salem Street, The proposed p b l i c roadway I ead i rig 1 nto the deve l opment, Part r i dge Dr i ve , i s 6 o feet long . T 1*s is in excess of the Soo foots maximum roadway length as specified by your board . we respectful-ly request a waiver on this rov i s i ors based on the following reasons: 1 . This foot road allows the two pr i vate driveways off Partridge Drive to extend between existing wetlands on the site vegetated wetlands to the west and the Boston Brook to the east i ng any adverse impacts o these natural res rces 2 , Extending his roadway an additional 100 feet allows the cul-de-sac to be positioned at the top of an existing l • This will eliminate any major regrading in thecul-de-sac and also allow better visibility for automobiles in this rite rect i ors , 3 . This subdivision roadway alignment 0 public road and two private drives) was chosen based on a review of several preliminary road sketches for this development . Input leading to this final design was provided by this office, Gates, Leighton Associates , Landscape Architects and North Andover Planning Department staff . It was felt that this read layout allows for the optimum building layout and greatest preservation of existing vegetation and wetland areas* Very truly yours , df�1,000 Byron R , Holmes , P,, E. Vice President I . I= , GEISSER & ASSOCIATES, INCI cc; Miano Realty Trust DESIGN•CONSUL TA TION•SUPER VISION•REPORTS ELLIS BUILDING 95 MAIN STREET NORTH ANDOVERo MA OIB4 (61 7) 6B - ss VIKEN MANOUGIAN rr August 7, 1989 F Town of North Andover MICHAEL GRAFF, BOARD of HEALTH 120 Main Street North Andover, MA 01845 f RE: BOSTON BROOK ESTATES SEPTIC INSTALLATION Dear Mr. Graff: Enclosed herewith please find a permit restriction that is intended to be appended to and made a part of the system permit issued above. Items 2 and 8 with respect to your letter of July 25, 1989 are addressed by paragraph 4 of the restrictions and Item 6 o your letter was addressed in paragraph 3. Item 7 was attended to through our previous correspondence and there is on file with the Planning Board a Master Deed and Condominium -Law provision together with examples f the Unit Deed which will be used in this development. I appended them t the permit restriction and submitted the same for your review, understand that Geiser and Associates amended the plans to reflect the other comments made by your input of July 25, 1989 and request your final review of the permit application. Very truly yours, Ralph R. Joyce RRJ*,mjj enc, cc: Planning Board George Myers R.F. Geiseer Associates S S _ 2 i TOWN OF NORTH ANDOVER, 1 ASSA U 'r r DIVISION PUBLIC WORKS 384 OS GOOD STREET, 01845 � a 1 FOA L S, NIMAN TELEPHONE687-7964 DIRECTOR FORTH i June 12, 1.989 AT `T S 4 US Mr. Paul Hedstrom, Chairman Planning Board ; 120 Main Street North Andover, 1A 01845 e: Boston Brook Estates Dear Mr. Reds tro The Division of public works has previewed the revised plans of the Boston Brook subdivision dated April 28, 1989 and have the following comments to made 1. The cross-section of the roadway as designed is unacceptable, Our typical cross-section requires 26 foot wide pavement, 8 foot wide shoulders at a ' slope and 2 to I side slopes. Any slopes greater than 2 to I should be rip-rapped. 2. The bridge detail is incomplete. The finish grading is not shorn completely in the areas adjacent to the box culverts, giving the appearance that they are not backfilled. As shown, wingwal.l.s are obstructing the two outer box culverts. The entire area over the bridge should be backfill.ed to a grade which maintains a standard cross-section. Headwall should be instal.l.ed at the same grade at the roadway and wingw l.l.s shod match the grade of the side slope. 8. The Flared ends of the 86" culvert on the east side of the bride does not extend far enough to meet the proposed finish contours. 4. The drain in the public roadway should be located near the edge of pavement, not at the centerline, with manholes off the road wherever possible. A catch basin to catch basin configuration may be used to facilitate installation. . It is unclear where property lines exist or if the town . .w. is wider than 50 feet, If the , .w. is 50 feet wide, the intersection with the street line of Salem St. shall have a transition radius of 30 feet. 6, The plan does not show NGS benchmarks, , Electric telephone and, cable should be installed in the shoulder and remain within the town R.O.W. k Page 2 - Boston Brook ',O`tates ,r 8. The existing water rain on Salem Street is located approximately at the east edge of pavement, not as shown on the plan. . The connection to the water main shall be a 1 " x 8" tapping sleeve and valve. The size and type of pipe should be shown n the plan. to. The hydrants along the public roadway shall be located on the same side of the road as the water main, 11. The main line gate valve and hydrant near the intersection of the public and private Broadway shall be located on the town ,o.W. 12. The water maim shall be installed over the box culverts, properly insulated with styro oa . and stainless steel. wrap, and encased in concrete, 1.8. Sloped granite curb shall be installed on grades greater than . 1.4. Move the hydrant on the south driveway to station 4 + 80 to avoid conflict with sewer, , 15, Install the hydrant on the north driveway at the end of the gar main. 16. Install an emergency outlet control structure on the discharge from Detention Basin # l at the property line. The inlet pipe to the catch basin shall be as designed, the outlet shall be designed for a 100 year storm while assuming that the " v from the pond is plugged. ve `y, rijly you , 4 1 f J. William 1hurcia Director of Engineering Administration Jw :lb cc: R.F. Ceisser, Inc, 4 ' y;oRrh 1 Tow I2 l iinSit-eel OFFICESOff': BUILDING NORTH ANDOVER DIVISION.OF PLANNING PLANNING COMMUNITY V PMEN T K REN H.P. NELSON, DIRECTOR Atty;s Ralph Joyce 95 Main stt.%eet i Boston B�NookEstates Dears Ra. ph I Board ip.At their Akne 81 1989 m0etingft �jany 01900r� were y%aiesed last night a r,cj they i n ud ? the ollowi % pill lead owners u sign both the Special et-111i application and the DefinitiveSubdivision APPYv0v l application. pr_%Oper_%ty lines of all putNcels involved in i h t� th0i. ia= l Flerrait or theDefinitive u di i ion must be clearly delineated. 'I would sugest that vmN),cy be drDi--ip. which will show both existingr tst:y lines and r�so po d. l v o i t-13 of Proposed attamhomd un i .dri must be W'%0 v td d X would rer.ommend that if colored r L-1n d e ri nf�� e t�r } they be broLkHtital Ong for your" next r amen t r:,:+1 i. l have been mnt-xble to find a copy of theivi, Nonrji tt al.l please submit a copy to my attention. If ye.-,u h�k.�w.3 Y'lljt had tli r of the pl i4 i� done therty Duo o the amount Of L-lonf�tsjonlast nights meeting, I would You meet with me to review all of the above mentirined ci r,C U will mako myself o va ir--I h l ear`l y rl rz.x t week. P I e c �)e cont ac t m 1 is-C�A F Ai A T a i,.A run u T 8 r r,-a6o- �. 1ycel ELLIS BUILDING 95 MAIN STREET NORTH AND❑Y E , MA 01B4S RALPHF . JO VIKEN MANOUGIAN November 2 r 1989 Town of North Andover PLANNING BOARD 120 ' ain Street North Andover, MA 01845 RE: MIANO REALTY TRUST BOSTON BOOK ESTATES Dear Sirs: We are presently continued through your November 16, 1989 meeting. T enclosed for the record the Board of Health arual on the system design. The last two items required per your draft decision are the landscape plan and the phased development and erosion plan. The former was previously submitted but we will resubmit same together with the phasing and erosion plan during the week o the 6th, Please advance this matter to your agenda of November 16, 1989 at which time a closed hearing ing and decision is anticipated, e ry� t r Your. 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'+i:"` —.'�C'�"65�.s��._. ..,. ..�.::x b. ,. ��.�>} �:,L��•r.<-.....: .,.,1t,...,"ems � ,Cz�_:§ �L �. .F. a�_r<:M�� ,.F.��x—�.—�:�ac�aY� ,;;�:�^,�5.=--4:t�7_�' 'S� k:�� FT:�,:.�'.s.i+� ? �x�.3�� 4 { Ir qa �# " . ELLIS BUILDING ��a, �,{�v: 95 MAIN STREET NORTH ANDOVER, MA 01845 r IKEJ MANOUC31AN 4%555 February 16 1989 t `own of North Andover PLANNING BOARD 120 Main Street North Andover, MA 01845 � R : MIANO REALTY RUST BOSTON BROOK ESTATES Dear Sirs: Since our last meeting substantial progress has been made with the Board of Health, The proposed system has gone through extensive review with respect to technical compliance with Title 5 standards and the necessary adjustment8 made as suggested by Mr. Graf. We scheduled a 10 :00 A.M. meeting with Mike on February 2 l 1989 at which time a comprehensive analysis of all soil tests will be reviewed. It is expected that the Board of Health will submit recommendations shortly thereafter. Actor inglyr further deliberations with your Board at this time are premature. Please accept this letter as authority to exceed any statutory time constraints that may be working against you until the date of your next regularly scheduled meeting. V t y y -� a p . R :m j cc: George dyers Philip Ragusa ELLIS BUILDING 5 MAIN STREET NORTH ANDO E , MA 01B45 VI KEN MANOI. GIAI January 2 y 1989 Town of North Andover PLANNING BOARD {' 5, 120 Main Street North Andover, MA 01845 RE: BOSTON BROOK ESTATES MIANO REALTY TRUST S L M STREET, NORTH ANDOVERF MA Bear Sirs: Your Applicant consulted extensively with the Board o Health on the above cited development and Mr. Graf offered the observation - that unit owners in the condominium may at various times in the future install garbage disposal appliances in their units without knowledge of the Town and/or Condominium Organization. Mr. Graf feels that this would substantially impact the efficiency of the septic system and, acc rd .nglyr we offer the following to deter and enforce against such circumstances. Each unit deed shall contain the following language: "This conveyance is made subject to Paragraph � Section r of the Condominium Bar-Laws with respect to the installation and/or maintenance of garbage disposal appliances or other such systems in the unit conveyed herein. 11 This clause in the deed would run with the title of the unit and establish conclusively that the unit owner took title with knowledge of the provisions in the By--Laws with respect to garbage disposal systems. While theBy-Law ro isi s are themselves binding, the unit deed serves to emphasize the following provision, The By-Laws shall contain the following enforcement procedure: 'Each individual unit owner is prohibited - from the installation, maintenance, and/or use of a garbage disposal appliances for the - purposes of grinding household garbage or waste and causing the same to flow into the common sewerage and waste disposal system installed in the condominium.. it . is acknowledged that such garbage disposal substantially deters from the efficiency of the sewerage disposal system, . reducing its life, and resulting in maintenance problems. The Board of Trustees has authority to impose fines - for the ]reach of this clause in the amount of actual damages shown t result therefrom, or in the amount of $lrOOO .00 whichever shall be the greater . The Board of Trustees shall have the power , and authority to compel the removal of such garbage disposal appliances by the enforcement procedures for breach of the Condominium By-Laws set out in Paragraph hereof. " h -1eeloper offers the proposed Mechanism to address the concerns ' of the Board of Health and raises no objections to a special. ' permit condition to effect the suggestions herein. IANO �R- ALT. TRUS by the r to R.a ph R. oyc RR / i j cc. Geisser - & Associates Board of Health Miano Realty Trust i o �. } FELTS BILLING i 95 MAIN STREET NORTH ANDOVER, MA (318 VIKEN MANDUGIAN January 2 , 189 'own of North Andover PLANNING OA 120 Main Street North Andover, MA 01845 S ON BROOK ESTATES MIANO REALTY TRUST SALEM STREET, NORTH ANDOVER, MA F Dear Sirs: Your Applicant consulted extensively with the Board of Health on the above cited development and Mr. Graf offered the observation that unit owners in the condominium may at various times in the future install garbage disposal appliances in their units without knowledge of the ' win and/or Condominium Organization. Mr. Graf feels that this would substantially impact the efficiency of the septic system and, accordingly, we offer the following to deter and enforce against such +circumstances. Each unit deed shall contain the following language: "This conveyance is made subject to Paragraph , Section of the Condominium By-Laws with respect to the installation and/or maintenance o garbage disposal appliances or other such systems in the unit conveyed herein." This cause in the deed would run with - the title of the unit and establish conclusively that the unit owner took title with knowledge of the provisions in theBy-Laws with respect t garbage disposal systems. While theBy-Law provisions are themselves binding, the unit deed serves to emphasize the following provision. TheBy-Laws shall contain the following enforcement procedures "Each individual unit owner is prohibited - from the installation, maintenance, and/or use of a garbage `e dispose fiances for the purposes of grinding household garbage o waste and causing the same to low into the common sewerage are waste disposal. stem installed in the condominium. it is acuoled such garbage disposal substantially deters from the efficiency of the sewerage disposal system, , � stem , ucin its life. and resulting i e g maintenance problems. The Board o Trustees uthor t to impose fines- . for the breach of this y clause in the amount of actual damages shown to result therefrom, or in the amount of $1,000-00 whichever shall be the greater. The Board of Trustees shall have the . power , and authority to compel the removal of such garbage disposal appliances by the enforcement procedures for breach of the n to i iu en -Laws set u in arag�raph h eof -� � � 7 �� e eloper o fens the prop sed mechanism to address the The concerns of the Board of Health and raises no objections to spec permit condition to effect the suggestions herein* special 141ANO REALTY TRUST by their attorney, ti Ralph Ro Joyce RRJ/mjj cc Geisser - & Associates Board of Health iano Realty Trust r / f 4 SEQUENCE OF CONSTRUCTION AND PHASED DEVELOPMENT PLAN �Y i1F M�1Mr# ��Y�iY �1�*�*•^Mr*�M+F MIS•Y �!��d�1��WkY�F iw4 RW4��F�iF�f 4YY ibrF�\��4YN!Ywr YMf MMt� #9PI�F��i�}�1 IhM�i1w�Y �Ifs�F�P Irk�� 1�F�l YY Y'*iS4��d iMi��1�k Zvi W4■P FY?�4�!MW4��f�•��iM1F i'14 FI��!!!F�� . 6 Ray bales and erosion controls shall be installed as noted in the Orders of Condition issued by the Conservation Commission. 2. Partridge Drive construction shall be undertaken and completed with the Sequence of Construction Plan approved by the Conservation Commission Orders Condition and referenced on Sheet L2 of the Details of Boston Brook Estates as shown on a Plan dated March 188, revised April 26, 1988, and May 6, 1988 and prepared by - Gates Leighton & Assoc. and submitted to the Planning Baord herewith# n the first year of development upon posting of the appropriate tri-party mortgage agreement and/or cash bond for both Partridge Drive and the private way to serve condominium development to be known as Boston Brook Estates, the following lots shall be released for building permits: Lot 1 and Units 11, 12, 1 , 16, 17, 18, on Lot 4 a shown on a plan of land entitled "Subdivision Plan of Land, Boston Brook Estates for Miano Realtor Trust" , R.F. Le sser, Inc. , April 1989. n conjunction therewith, the construction of the private way servicing the condominium ]mown as Boston Brook Estates shall commence together with all drainage, utilities, septic systems, detention and retention ponds, and all grading limited, however, to the northeast portion of the premises., 50 No work shall be conducted on the southwest portion of the premises during the first year of construction. . During the second year of con t uct i n r the following lots on said plan shall be released for building permits. Lot 2? Units 1, 2, 3F 41 1.4, & 15 on Lot 4. 7 . The private road construction on the southwest portion of LAW OFFICES OF the premises shall be completed in the second year. ALPH R. JOYCE 95 MAIN STREET NORTH T A DOVER,MA 0184 ( 0 )65 -4655 FAX:( OS)685-3148 8 Du r ire g the third year of coast ruct for r the remaining lots shall be released for building permits and all construction to be completed: Lot 3 and Units 5, 6, 7, 8, 9, & 10 on Lot 4. MIANO RtALT)tx TRU"c"T by a o rn RALPHR. CE LAW OFFICES OF RALPH R. JOYCE 95 MAIN STREET NORTH ANDOVER,MA 01845 (508)685-4555 FAX:(608)685-3148 ��4#��p�{7�.i. i � f+r� d I 7 1.� a,. �•Y•F F OFFICES OF: 4{ Town o f f {`++` I� f�4 }'+ i� 1.2.0 Main Street APPEALS lis 0 184-5 BUILDING �;; NORTH ANDOVER -- A HUB CONSERVATION DIVISION OF (508)C)"82-6483 HEALTH PLANNING PLANNING & C MM NI'"I`Y DEVELOPMENT KAREN H.P. NELSON,SON, DIRECTOR MEMORANDUH TO : Mike Graf, Board of H Ith FROM Scott i. Stocking Town Manner DATE., February 14 1989 Boston Brook PRD Mike , Just a reminder, the Planning Board needs our input on the above cited protect with regards to the following issuest . . Number of buildable lots under the subdivision proposal. under Title V. for purposes of determining inin housing dens.. The design of the septic system for the PRD Project under Title Ve Please supply this input o the Planning Board prior to their February 16 , 1989 meeting . Thanks ,,