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HomeMy WebLinkAboutMiscellaneous - 50 BROOKVIEW DRIVE 4/30/2018 (2) 50 BROOKVIEW DRIVE J e 210/105.A-00330000.0 e 1 I I r I 5 I `• I I I I I r I I l • ► r MAP # LOT # PARCEL # STREET Q'.. CONSTRUCTION APPROV HAS PLAN REVIEW FEE BEEN PAID? NO PLAN APPROVAL: DATE 714ES PP. By DESIGNER: aS�T� r,Q�jC/�/D,YJ� 'PLAN DATE /T CONDITIONS WATER SUP -LY: OW WELL WELL PERMIT DRILLER WELL TESTS: CAL DATE APPROVED BACTERIA I DATE APPROVED BACTERIA II DATE APPROVED PLUMBING SIGNOFF WIRING SIGNOFF COMMENTS: FORM U APPROVAL: APPROVAL TO ISSUE ES NO DATE ISSUED /Z /� f/ BY CONDITIONS: FINAL APPROVAL: ALL PERMITS PAID "-YES � NO WELL CONSTRUCTION APPROVAL YES �ll> 1 r SEPTIC SYSTEM CONSTRUCTION APPROVAL YES" NO OTHER C 'YES NO ANY VARIANCE NEEDED YES NO� FINAL BOARD OF HEALTH APPROVAL: DATE: / I �i�'"BY: A , SEPTIC SYSTEM INSTALLATION IS THE INSTALLER LICENSED? (Y:ED NO TYPE OF CONSTRUCTION: REPAIR NEW CONSTRUCTION: CERTIFIED PLOT PLAN REVIEW NO CONDITIONS OF APPROVAL YES1�' (FROM FORM U) ISSUANCE OF DWC PERMIT NO DWC PERMIT PAID? " I;S NO DWC PERMIT NO. /V Z-Z) INSTALLER• BEGIN INSPECTION YES NO: EXCAVATION INSPECTION: NEEDED: PASSED BY CONSTRUCTION INSPECTION: NEEDED: AS BUILT PLAN SATISFACTORY: YES: APPROVAL TO BACKFILL: DATE: 3 ��' BY FINAL GRADING APPROVAL: DATE ,/.�;�,,Z�l�y_ BY FINAL CONSTRUCTION APPROVAL: DATE: �74 BY .�'// •' COMMONWEALTH OF MASSACHUSETTS NUMBER • srcrEo'r _ BHP-2017-0465 North Andover FEE BOARD OF HEALTH $135.00 John Larsen - - -- - - - -- - - - - -- - - - -- - - - - NAME - --------------------------------------------- - 50 BROOKVIEW DRIVE ------------------------------------------------------------------------------------------------------------- ADDRESS IS HEREBY GRANTED A PERMIT Well Construction Well Water Connection This permit is granted in conformity with COndaordinances relating thereto, and expires ___________SetemberP _ _20,_2_-0-17__ less sooner suspended or revoked. -------- - - --------------- ------------------------------------ June 20, 2017 - BOARD OF ----------------------------- -- ---------------------- HEALTH ---------------- BOARD OF HEALTH CHAIRMAN ------------ ------------------------------- COMMONWEALTH OF MASSACHUSETTS NUMBER North Andover BHP-2017-0465 --` FEE BOARD OF HEALTH $135.00 John Larsen ------------------------------------------------------------------------------------------------------------ NAME 50 BROOKVIEW DRIVE -----------------------------------------------------------------------------------------------------------. ADDRESS IS HEREBY GRANTED A PERMIT Well Water Connection aw This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires ...........September-20, 2017---_---- --unless sooner suspended or revoked. June 20, 2017 ---------------------------------------------------------------- BOARD OF ------ ---- -- HEALTH --------------------------------------------- ------------------ t BOARD OF HEALTH CHAIRMAN ..................­.......*.........".................................. ........... .....................*.................. 50 BROOKVIEW DRIVE Reference No: BHJ-2017-000026; ................................... Permit No: BHP-2017-0465 Department: ................................... North Andover BOARD OF HEALTH ......................................................................................... Account No: Fee Type: ................................... Well Construction Receipt No: REC-2017-001529 ......................................................................................... Paid By: Paid in Full On: Tue Jun 20,2017 .................................. John Larsen ............................. ........................................ Check No: 7152 ................................... Received Toni Woitpe ......................................................................................... CUSTOMER'S COPY Amount: $135.00 ....................................................................................................................................... .......... NUMBER •" COMMONWEALTH OF MASSACHUSETTS BHP-2017-0465 Ito North Andover FEE $135.00 nF HEALTH 61h G ----------------------- MIT S This perrr id ordinances relating thereto, and expires ____. ar suspended or revoked. ------------------------------------------------ June 20, 2017BOARD OF ----------------------------------------------- HEALTH -------- ----- - -------------------- BOARD OF HEALTH CHAIRMAN NUMBER COMMONWEALTH OF MASSACHUSETTS BHP-2017-0465 { • �� - �' North Andover FEE $135.00 BOARD OF HEALTH John Larsen ------------------------------------------------- --------------------------------------------------- NAME 50 BROOKVIEW DRIVE ------------------------------------------------------------------------------------------------------------ ADDRESS IS HEREBY GRANTED A PERMIT Well Water Connection This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires ...........September 20, 2017-----------unless sooner suspended or revoked. June 20, 2017 - BOARD OF --- ---- ------ HEALTH --------------------------------------------------- ----------------------------------------------------------------- BOARD OF HEALTH CHAIRMAN ,k NUMBER COMMONWEALTH OF MASSACHUSETTS BHP-2017-0465 North Andover � FEE $135.00 BOARD OF HEALTH John Larsen NAME 50 BROOKVIEW DRIVE ------------------------------------------------------------------------------------------------------------ ADDRESS, IS HEREBY GRANTED A PERMIT Well Construction Well Water Connection This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires ...........September 20, 2017-_---------unless sooner suspended or revoked. June 20, 2017 BOARD OF ----- -------------- HEALTH ---- -D - --------- ----------------- ------ -------------- BOARD OF HEALTH CHAIRMAN NUMBER COMMONWEALTH OF MASSACHUSETTS BHP-2017-0465 North Andover FEE $135.00 BOARD OF HEALTH John Larsen ------------------------------------------------------------------------------------------------------------- NAME 50 BROOKVIEW DRIVE ------------------------------------------------------------------------------------------------------------ ADDRESS IS HEREBY GRANTED A PERMIT Well Water Connection This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires ...........September-20, 2017------- ---unless sooner suspended or revoked. June 20, 2017 ---------------------------------------------------------------- BOARD OF --------- HEALTH ----------------------------------------------------------------- BOARD OF HEALTH CHAIRMAN ............................................................................................................................................................................ 50 BROOKVIEW DRIVE Reference No: BHJ-2017-000026 ................................... Permit No: BHP-2017-0465 ................................... Department: North Andover BOARD OF HEALTH .............. ........................................................................... Account No: Fee Type: .................................... Well Construction Receipt No: REC-2017-001529 ............. .................................... ........................................................................... Paid By: Paid in Full On: Tue Jun 20,2017 ...................... . ....... John Larsen ......................................................................................... Check No: 7152 ReceivedBy: .................................... Toni Wolfenden ......................................................................................... DEPARTMENT'S COPY Amount: $135.00 ........................................................................................................................................................................... I TOWN OF NORTH ANDOVER •- 00Community&Economic.Development , • TO, HEALTH DEPARTMENT ' 1g N� 120 Main Street ,e �N00 ,40ORTH ANDOVER,MASSACHUSETTS 01845 �'-N;;; .r•� 1� NpE 978.688.9540—Phone 978.688.9542—FAX healthdept@northandoverma.gov www.northandoverma.gov Well and/or Pump Application (Please print) DATE: LOCATION to Drill Well or install a pump: 50 3 roo i_V i e v_) Dr I V e Licensed Well Contractor Name and Company Name: n-oh n Lcp fSe n Wtil Co n 1 Contact Phone Numbers: q1?,Gy0 . qO _ Q Homeowner: AnQr 10 Gman 1c'_I i 5i a Address U (O vl Contact Phone Numbers: I"1 X30 E'q�O3 WELLS(to be completed at time of pump test) Type of well:_5hU{{OW VnF Vl)P.I Usc: Itr :QG�1C;(1 Diameter of well: { IIy 1 Yl Size of Casing: 1�Li 1 to Depth of bedrock: Depth of casing into bedrock: Seal been tested? Yes( ) No( } Date of test: Depth of well: 'Yater-bearing rock: Depth of water: Delivers: GPM for: g) Drawdown: feet after pumping. hours at: Date of Completion: Signature of NiWContractor PUMPS(To be tilled in before installation) Name&size of Pump: Type: Size of Tank: Pump delivers: GPM Pipe used in well: Cast Iron_ Galvanized Plastic Sleeve used to protect pipe? Yes No Type of well seal: Date: Signature of Pump Installer Date water analysis report submitted to Health Department: Plumbing Wiring Inspector Health Department Representative S:\Health\Permit ApplicationAWelhWell and or Pump Application.doc Town of North Andover, MA June 14, 2017 50 Brookview Drive North Andover 090.A-0013 < 090.A•0063 105.A-0031 lOS,A 0030 l0 } 105.A-0029 105 =U032. To!-).A a r ! IO5.. •0 3 27 a 105/.00079 { I L� 105.0-002313 `. i B6xfcrd St Boxford St. Boxford St. �xfard St oxford St Google Ap-1 z r = 0o ft , *-ne�.nnne 105.0-0953 Property Information Property 105.A 0033-0000.0 ' ID ; Location 50 BROOKVIEW DRIVE Owner EVANGELISTA,ANGELA MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT Town of North Andover, MA makes no claims and no warranties,expressed or implied,concerning the validity or accuracy of the GIS data presented on this map. kA ,� �► .0 00 co / PE P A j0rr**E N" b A C E ► t " ..`EdGF f4aF tD ter YR F ,.r+ 01 D PLAIN ;tea 2� BEV-114.0 . . ¢a" '- £, - 25 FT. NO CUT � aQvc�nci _ . ZONE LINE tt�' % 4 4. ti y war ■aa aa■ +ss arrr aae . 440 v .00 FT, NO . AS—BUILT ER ^�,�t t N7f •. ZONE LINE to UM17 OF WORK 1 lip pcp �r 0 10to . Cd 60 ! tr SIAM. A.C. uNt7 ON Loc, Ove C� �` f � r ♦ � r r ,� � ti k. f � � ♦ f ✓'r t t so rl obcc Oe, co x''44 "�'`""„ ► • ¢ kc k� F t` P5"o ` AS- BUfLT TREE LINE - i t �- r'"' � -•�u�r ags , { •' Y 22 �`t1.a 1' 0.92 At c. ..low lk all 100 T. :SUFFE ( SVCSzo `o• .._ _ _ .._. .. tin . _ w ... BROOI DRIVE --------------------------------------------------- GAS .J , t DRAV,W: CAPD ]DESIGNED. CHECKED: �--BUILT# L BROOKVIEW: IN f NORTH Alf ISO) E PREPARE[ DATE: AUGUST 270 1999 . BROOKVI W COUN1 P.O. BOX 6/29/2017 Town of North Andover Mail-As-Built Plan for Septic System No ' 'ANOVER Massachus�s Michele Grant<mgrant@northandoverma.gov> As-Built Plan for Septic System 1 message Jennifer Hughes <jhughes@northandoverma.gov> Thu, Jun 29, 2017 at 11:52 AM To: sales@wellwaterconnection.com Cc: Michele Grant <mgrant@northandoverma.gov>, Brian LaGrasse <blagrasse@northandoverma.gov> Amy & John, The attached plan shows the as-built plan for the septic system that was constructed under DEP File#242-868. If you wish to do testing to determine the best well location without a permit you will need to conduct that testing outside/upland of the 50' No-Build Zone (line in orange)shown on the plan. Please provide me with a test location for approval prior to testing. Jennifer A. Hughes Conservation Administrator Town of North Andover 120 Main Street North Andover,MA 01845 Phone 978.688.9530 Fax 978.688.9542 Email jhughes@northandoverma.gov Web www.northandoverma.gov i v As-Built Plan -septic with mark up.pdf 1227K https://m ai l.googl e.com/m ai I/u/0/?ui=2&i k=d4458c f3d9&j sver=[EZPU TRTfxl.en.&view=pt&search=i nbox&type=15cf46d3720dec4l&th=15cf48e79a326l e5&si m I... 1/1 OPEN SPACE OF lea F t t 4.p .►r +4#� t 35 f i. NO Cts KA �ss�asOsassp¢ ys4 `4 �1 ! it � ► quo 00*0lb «. • 1 r ax.J sI # . ♦04 �,003a�a47 SF /r l T , L.P. AS--BUfLT Pt } SROOKVIEW NOR I H AN 01 i 0)kTE BR OKVIEW COLjNl APR—2 6—9 9 MON 1 2 :4 3 14 o � K__� .' 0— N a , w 14 ow "�• w � to w LOT 15 1a 39.947 S:F. :gz 0.92 Ac. s Y4F EDGE location llr WETLANDS T of Driva , co OF OPEN SPACE b - 200.00' _ • �S ; k �- OX 1 c, p-4 l460 BROOKVfEW DRIVE i E 1. HYDRANT ONNET NUT #SMat00r1A 370.00' 'r - ._, . 1 130.18' ELEVATIONS TAKEN AT TOP OF PIPE SWING TIES COMPONENT COR 0 COR E TOP OF FOUNDATION: SEE PLAN • PIPE 0 DWELLING: 1Zb Sb SEPTIC TANK 2LY :-77.7' .6' (CENTER) o • • 0-80X 52.4• .6' (LENTEit) TANK IN. 126.00 END PIPE: A 80.4' ,0' r TANK OUT: 125.81 END PIPE: B 99.6 • 0-BOX IN: 124.94 )9.2' . ' Lid!$ 0-BOX OUT: 124.73 (ALL) NOTE: THERE ARE NO WELLS N.T,S. END PIPE - A: 124.60 WITHIN ISO' OF END PIPE - B: 124.54 THE SEPTIC SYSTEM - } END PIPE - C: 124.31 ASSESSORS MAP 105A LOT 0033 AS-BUILT SEWAGE DISPOSAL SYSTEM PLAN I LOT 1 BROOKVIEW DRIVE MARCHIONDA & ASSOC., L.P. NORTH ANDOVER, MASS. ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR BROOKVIEW COUNTRY HOMES 62 MONTVALE AVE. SUITE I P.O. 90X 531 STONENAM. MA. 02180 NORTH ANDOVER. MASSACHUSETTS (617)438-6121 SCALE: I' DATE: 11/30/98 I, I AS-BUILT CHECKLIST LOT NUMBER, STREET NAME ASSESSORS MAP & PARCEL NUMBER LOT LINES & LOCATION OF DWELLINGS LOCATION& DIMENSIONS OF SYSTEM, INCLUDING RESERVE TIES TO LOT LINES &DWELLING, WELLS a. FROM SEPTIC TANK b. FROM LEACH AREA LOCATIONS OF DEEP HOLES & PERC TESTS ELEVATIONS OF DISPOSAL SYSTEM TOP OF FDN ELEVATION LOCATIONS OF WELLS, DRAINS, WATERCOURSES / WJN 150' OF SYSTEM V LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK& D-BOX STAMP & SIGNATURE IMPERVIOUS AREAS -DRIVEWAYS, ETC. V NORTH ARROW y FINAL CONTOURS LOCATION& ELEVATION OF BENCHMARK USED LOCUS PLAN i ♦ � o N WN OF NORTH ANQOVE'Fi � C) +j BiA`rit2 OF HEA LTH 0`1 APR 291999 oiu (14 N ' Q) _ v v 00 , 0.00 c14 6Z•-b 1,Z l `J� N/F j�' 1 c'� LOT 15 39,947 S.F. 0.92 Ac. ` (� r ' _ APPROX. LOC. OF � � � FN DRAT CA E CA. � Approx. \ EDGE OF Location WETLANDS (Typ.) of Drive1500 GALLO CONC. SEPTIC ANK ) EX.\VfNX i i \ \ 0) �' .\� 9 �� EX. C046 i �1 m ♦X p� �♦ �I� D-BOX"--' bui Cn 5 so�F FGIST00 EP������ OPEN SPACE ®®rsroNAL , A \\�'o� •. .. �'— 200.00' C IS \ � BROOKVIEW DRIVE BENCHMARK HYDRANT BONNET -NUT —�/\,SEL.=125.91 130.18' j ELEVATIONS TAKEN AT TOP OF PIPE SWING TIES TOP OF FOUNDATION: SEE PLAN COMPONENT COR D COR E n SEPTIC TANK 21.7' 42.6' (CENTER) a 9 e PIPE ® DWELLING: 126,'Sgo D—BOX 52.4' 62.6' (CENTER) � TANK O13 TANK O 126.00 END PIPE: A 80.4' 86.0' 114 ( g ' OUT: 125.81 END PIPE: B 99.6' 77.7' ' s D—BOX IN: 124.94 END PIPE: C 79.2' 51.2' LOCUS '� s j D—BOX OUT: 124.74 (ALL) NOTE- THERE ARE NO WELLS N.T.S. ; z END PIPE — A:I 124.60 WITHIN 150' OF END .PIPE — B: 124.34 THE SEPTIC SYSTEM • 1 END PIPE — C: 124.31 ASSESSORS MAP 105A LOT 0033 AS—BUILT SEWAGE DISPOSAL SYSTEM PLAN LOT I BROOKVIEW DRIVE M ARCH I ON D A & ASSOC. , L. P . NORTH ANDOVER, MASS. PREPARED FOR ENGINEERING AND PLANNING CONSULTANTS BROOKVIEW COUNTRY HOMES 62 MONTVALE AVE. SUITE I P.O. BOX 531 STONEHAM, MA. 02180 NORTH ANDOVER, MASSACHUSETTS (617) 438-6121 { SCALE: 1 "=30' DATE: 11/30/98 0 APPLICATION FOR DISPOSAL WORKS CONSTRU TION PvE`RMIT DATE: A CURRENT INSTALLER'S LICENSE# LOCATION: 0 7 LICENSED INSTALLER: SIGNATURE: TELEPHONE# 6 � , CHECK ONE: REPAIR: NEW CONSTRUCTION: IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS-BUILT. Administrative Use Only $75.00 Fee Attached? Yes v"' No Foundation As-Built? Yes No Floor Plans? Yes No Approval Date: �Z CEJ t z Town of North Andover, Massachusetts Form No.3 f NORTp, BOARD OF HEALTH o <t�.o ti oc 3g e. oc �j l 1941 • DISPOSAL WORKS CONSTRUCTION PERMIT SACHUSE Applicant NAME ADDRESS TELEPHONE Site Location Permission is hereby granted to Construct or Repair ( ) an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. CHAIRMAN,BOARD OF HEALTH Fee D.W.C. No. /Z�G eD �►� L--21.01, r` .�� ��ti� �. Lo . 'f' o C, � .. 4 d 00 u Fr rry CPR AM I � � Q 39,947 3 0.92 Ac. IS - . � r `� ,316A 7 7A 1 � 1 .37 41 13101 '�� 1 r ' d 4 Q ju so WE: iEP BY t' RTtf Y THAT W`E HAVE T�rr nnra , r, EXAMINED W E D 1 4 03 L=21,01 ` L=28-54' t 3 X 'rs W 0 � 9 fQQFT Quj 317 •1r ��A �if UFPER o 318 307f 39,947 S.F, i3 0,92 Ac. �♦ 30814+ 316A 31 7A r i 314A 3.4 w w wwanr,. w sox V 31 85 I��4' . F M �cN 0 AIS, STEPHEN No. 30049 o� saa`.ao�. REBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT ALL APPARENT EASEMENTS AND ENCROACHMENTS ARE LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHCWK THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS FREFARED TO THE ZONING LAWS OF THE WNICIPAL'TY FROM EXISTING PLANS AND RECORDS WHEN CONSTRUCTED. ALSO, ACCOPO.NG TO THE WITH THE STRUCTURES SHOWN LOCATED F.E.M.A./KLI.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY, THIS PLAN COMMUN"ryP NEL NO. 25t�08 0009 G SHOULD NOT BE USED FOR PROPERTY DATED i/2 3. THE STRUCTURE !S NOT LOCATED LINE DETERMINATION. IN AN ESTA LISHED 100 YR, FLOOD HAZARD ZONE. CERTIFIED PLOT PLAN _ .. LOT / BROOKVIEW DRIVE'— _- , MARCH10NDA & AS OO{,L..P NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR BPpQKV1W COUNTRY HOMES 62 MONTVALE AVE. SUITE I STONEHAM, MA, 02160 P.O. Box 531 (617) 436-6121 NORTH ANDOVER, MASS, SCALE: 1,X40' DATE: FORM U - LOT RELEASE FORM 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 law, regulations or requirements. ****************Applicant fills out this section***************** FR APPLICANT: Phone LOCATION: Assessor' s Map Number Parcel 3 f Subdivision / foa �li�<<J XY74 T S Lot(s) Street ZFloo,�bf�� ��-�� St. Nu::iber Use Only*******************x**** RE NDATIONS OF TOWN AGENTS: OLA'1 fL--) Date Ann-oved �, Co. ser:az_on Ad:A:._nistramcr Dame Reject{ed Date ApprovedSA-2-5- 1 own Planner Dame Re j ectad Conmerts Dame Approved Foo:: _:.s-ecm ,. - ealth Date Re;ecmed Date Anprc•red /n Dame Re;ec:__ Co-m_.. Pu-*-__c wcr�a - sc:ver wa-er connections - - driveway per-iit Fire Denar-ment Received by Building Insmector Dame ��. feel lcway Drafting 5ery ice P.O. Box 231 i Methuen Ma, 01,544 - 0231 Bus. (508) 682 - 6028 Pax (508) 686 - 3861 i i � __.. i j i i i I i i - p t` fill i � � '►i (. �, I U- LIE._�' ►� i PRONT E1- P: VAT ! 0-N SCALE: 31V- a i' 54' COLONIAL 4 BEDROOMS 2 1/2 BATHS CL 21e-4 i GARAGE UNDER �AG-_` 1 <ellowa Draftin Service y g P.o. Box 231 I Methuen Ma. 01,544 - 0231 Bus. (508) 682 - 6028 Fax (508) 686 - 3861 i Lail LEJ , I f II I I I I I I I I I � I I I I j 1 1 I I I I i i I I I I i t I I I I F- i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I scat==3l16"=i' DRAWING- GL 210-1- PAGE: 2 <elloway DraFtirlg Service F,0, Box 231 GENERAL NOTPS: Methuen Ma, 01844 - 0237 4, All walls next to stairwaus shall have fire stopping installed Sus, (508) &82 - 6028 1. All dimensions are to be verified by the Contractor ad jactent to and parallel to the stringer. , and any adjustments made accordingly, Fax (508) OSb - 38(01 5, Window glazing shall be considered hazardous when used in doors, 2, All work shall be completed in compliance with all applicable within 5'0 of a doorway or closer than 18" to the floor. Windows uped Buildingq'' Plumbing, and Electrical codes, A other local state for emergenc4 egress shall hav a minimum op n(n size of 20 x24 and/ or'Federal codes that may gag to this ro�ect shalt be in either%Ire�tiorr and shall note more tha�i �4 �bove the finish considered as part of the cons tion dCcu en floor. 3,These drawings were prepared per guidelines set forth in the 6, Masonry,chimneys are to be built in accordance with section-(34082-4 24083? of the Massachusetts Massachusetts State Building Code Section ( 34 )for 142 family dwellings. State Building Code, I4 D a° �t b i ao R j o L m a OO m I I I r - - - - - - - - - - - - - - - - - - - - - i I- iC44T EL EV,-4TiON DRAWING CL Zig-A PAGE 3 SCALE= i18" = I` GENERAL NOTES: Ksllcway g Draftin Service L Smoke detector systems shall be Tge iII ih conformance with 13401.14111 Detectors shall be located as follow P,O, Box 231 A minimum of one per floor and basemen.,one per each 1$00 sq,ft 3,Licht and ventilation: All no habitable rooms shall( )perceprovint ed with or part thereof, one shall be located outside of each aceta �?�9ate glazing area of not less than eight(8)percent of the Methuen Ma, 01644 - 0231 P separate floor area of such rooms, One-half(IR)of the required area of the Bus, 1,5001682 - 6028 I 6iowN area and/or near the base of,but rot within,each etahia�. glazing shall be opanable, L340Li421 Fax (508) 666 - 3861 2 ventilation=Kitchen and bathrooms shall have mechanical v 4, Ha and atatway jest shall re a n 3 V,uir in 3 feet clear e"�'9 Handrails may protect no more than 3 1/2" into the requted width systems that provide 20 cfm/occupani.Bathrooms with a window which 134OL1OA2, 3401,1081 opens dtectl to outside air,no m chanical ventilation shall be necessary Rable 3401-2,3401.51[L 6'-0" 2'-6" 3'-0" 4'-6" 13'-6" 9'-0" 5'-0' 4'-6' i tC 5'-9k2' 5'-5° 1 2'-10 3'-5' 1 6'-0' ®!NG 3'-4' 3'-5` I O ' '� I -FRAM=FOR 2X6 WALL - - - - ® � - - FRAME FOR 2X6 WALL iST FLOOR ONLY IST FLOOR ONLY F � o STUDY o EATING AREA - j I I a F 2'- 0 4' i � KITCHENi 5'-0' 5'-434" 4'-4Y f 6- F `�� 2-2'-0' FAMILY ROOM o 0 C N 0 14'-13ia" F 3'-O• i I LIVING ROOM I I I O II o I DEING- ROOM N Or i II o I I FOYER CD 2-10 r5' 2-10 5 5• o 2-10 X 5-5" 2-10 5-5' 3'-6'X 5'-5' 2'-9" 2'-9- 2'-8• 6'-8- 6— "' s 3' 6' 3r—9" 3'-9- 1 I 14—0 12'-0" 14'-0" 14'-0" DRAWING GL 21°-A FIRST F1 OCR F1 AN PAGE: 4 SCALE;3/16":I' J Ke l loway Drafting Service FO, Box 231 1 Methuen Ma, 01844 - 0231 Bus, (808) 682 - 6028 rex (808) 686 - 3861 I 1 54'-0' 5'-$' 8'-73i4' �'-QI�4• 3'-B' 4'-10' 3'-6' 4'-10' 6'-1C' 4'-0' 1C-2' i r 2'-6 X 3'-5' 2'-6'X 3-5" 2'-6" 3'-5' - - - - - - - - - - o I � �� I lb I rn N m I rl t � i o N BEDROOM 1 `o lb = 3•-St�4w '-�' RtD t I I � 00 0 I 7-05'-DSLUM coI 5'-D'SLID 7'-0' HASTER BEDROCH N 5'-0"SLMG I 11I I i 5'-0'SLIDNG I I j OMEN I { I I I BELOW { { 7'_0„ 7'_13/4° I i oto co 1 I I I I BEDROOM BEDROOM I i HANDRAIL 5-Olf X4-9 1 I o 2-10 4-9' 2-10 4-9' 3'-6'X 4'-9'0. 2'-9 4'-3' 4'-3" L 2'-9' I 6'-0' 6'- ' 3'-6' 6'-9' 3'-9' 3'-0' 4'-0' 4'-0' 3'-0' 12'-0' L 14'-0" 14'-0" 6--ALE:31Vo _I' DRAWING CL 21'B-4 PACsE= S 4 Foundation anchor bolts shall be a minhnum of V2" in diameter, 6.The bottom of ary point or a foundation snail be a minhnum of 4'0" ,` l l O Wa rrai t ing S ry�e NOT They shall have a minimum embed of S in poured concrete, bellow f1n�F,'grade, F,O, BOX 231 There shall be a minhnum of 2 anchor bolts per section of 601 plate. T,St ids'fi a framed kneewaUs shall be 14"min,in length and when the Maximum space shall be-8' O.C, kneewall is greater than 4'0" in height,It shell be of the stze required Methuen Ma, 018 .dd - 0231 L Foundation walls shall extend at least 80 above finish grade B.Concrete slabs on grade shell have contraction Joints with for an additional stor�. Krlddmile shall be thoroughly and errecttvely Bus, (508) 682 - 6028 2.Exterior surfaces of masorru Foundations enelo6ing basements a depth of at least 174 ills slab thickness. These shall be specad crone-braved, Fax (508) 686 - 3861 ' shall be damproofed, not more than 30 in each direction-Contraction Joints shall be 8.Ends of wood girders entering mason or cornets walls shall be 3,The ult~'mate compressive strtrrt<h of concrete Foundations placed where offsets are more than i0' provided with 1/2'air evacee on top,sides and ends unless approved durable j yjo-2S days shalt be not less I?w 2,000 lbs leq,ft- Contraction Joints are not required where 6x6-bi6 welded wire or heated wood is used, fabric or equivalent Is placed at a mid-depth o(nff the slab. .'.. . I L — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ — — — — — — — — — _ _ — — — _ — — — — — — — — — — — — — — — — — — _ _ — - 4-1 O r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i '►� I r I l o, , 24'-0' I I I _ I i I 4"CONCRETE SL `dAB d i ,► I SLOPE V4"/Ft. I I i t I '> I. I I� 6'-8" 6'-8" 6'-8' r+-8" 6'-8" 6'-8' 6'-9i%' i I t i _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - -`�- - - CD - 1- - - I -i cc C) Ij I I I BE X S' C X 8"D� 4-1X10 BEAM STEP BEAM l O r FOR FLUSH HEADER I i > 1 SEAM POCKET I� l 1 � Y4'$T.--ZL LALLT COLUMNS - I t _I S-REQUIRED I l I GARAGE 17l I I I •"i: o r - - - - - - - - - - - - - - - -j e I I ,► - - - - - - - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - J r- - - - - - - -.- - - - - - - i •�►. a e e 6 0 o e � II � _ o - .a• II a. o 0 0 o e s o e I I L - - - - - - - - - - - - - - �• II �' _ _ _ - il -- . .- - - - - - - _ -- - - - - - - - � - - -- � - '• 1 u I ,► ,,, I I4 4 a a 1 14'-0" 2'-8' 6'-8' 2'-8" �- 14'-0' 14'-0" FOUIN DA TIC N -F-LAN- DRAWING LAS DRAWING CL 219-A 'AGE, FOUNDATION SCALE= 3/16" = I' Town of North Andover NORTN OFFICE OFoa ,40 COMMUNITY DEVELOPMENT AND SERVICES 30 School Street North Andover,Massachusetts 01845 WILLIAM J. SCOTT SSACNUst� Director July 9, 1997 Mike Rosati Marchionda & Associates 62 Montvale Ave., Suite 1 Stoneham, MA 02180 RE: Brookview Circle Dear Mike: This letter is to inform you that the proposed septic plans for Lots 1, 11, 12 and 13 Brookview Circle have been approved. If you have any questions, please do not hesitate to call the Board of -Health office at the number below. Sincerely, Sandra Starr, R.S. Health Administrator cc: Wm. Scott, Dir. CD&S File Dave Kindred CONSERVATION 688-9530 HEALTH 688-9540 PT,AN'IN CY 6RR-9535 • t' n /moi/ � CG��L✓/2� Kellcway Drafting 5ery icA C1=.0. Box 231 ! Methuen Ma, 01844 - 0231 Bus. (508) 682 - 6028 Fax (808) 686 - 3861 I 1 , ` I , I i I I , Q C3 E3 � 0 FRONT E ! PV -ATION 54' COLONIAL 4 BEDROOMS 2 1/2 BATHS DfR4 W INC. GL 2 4 GARAGE UNDER e 1 lowau Draf'ting 5eery ice F.0, Box Z1 Methuen Ma, 01844 - 0231 j Bus, (808) 682 - 6028 j ax (808) 686 - 3361 i 9F i i I � � I I i1 1i � � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- SCAL=:3/16"=i' DRAWING CL 21.c-',-A FAGE- 2 J 1<elloway DraFtin!2 Service F,0, Box 231 C--;=NEPAL NOTrS: Met1 ,ueri Ma, 0184 023 4. All walls next to stainuaus shall have fire stopping installed Bus, (50a) &K _ 6028 1, All dimensions are to be verified bu the Contractor ad jactent to and parallel to the stringer, t=aX (508 ��b - 38b 1 and any adjustments made accordinglu' 5. Window glazing shall be considered hazardous when used in doors, 2, All work shall be completed in compliance with all applicable within 5'0 of a doorway or closer than 18" to the floor. Windows uped Building, Plumbing, and =lectrical codes, AIroject ther local state for emerTncu egress shah hav a minimum ogenjr size of 20"x24' and/ or ederal codes that may apnl��{{ to this shall` be ire either irer'tiorf and shat note more than 44 �bove the finish considered as part of the cons dAn doceats. floor, 3, These drawings were prepared per guidelines set forth in the 6,seeconI34OS.e2 124083 ofbthetMassachusettsaccordance with Massachusetts State Building Code Section ( 34 } for 142 family dwellings, State Building Code. 4 12 ID ap CD A ail I m zi 001 ' - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - !�— r i Dr-2AWlNG- +� CL 2i9-A I PAGE" 3 SCALE= 1/8" = I' J GENERAL NOTES: Keltoway Drafting Service L Smoke detector sustems shall be Tare 111 In confomm&=e with D401.14.Lq Detectors shall be located as followsP,O. BOX 231 A minhlum of one per floor and basement,one per each 1200 sq,ft 3.Ltaht and ventilation: All habitable rooms shall be provided wRh art thereof, One shall be locat<d outside of each seoarate aggregate°lazes area or not less than eight(8)percent of the Methuen Ma, 018 4 - 0231 or P floor area of such rooms. One-half(1/2)of the nequted area of the Bus. (508) 682 - 6028 eieeoinq&ea and/or near the base of,but not wtthir,each etatwa�L olazkg shall be openeble. 03401 Z3 4,Hall and sta"wldths shall be a minimum of 3 feet clear Fax (708) 686 - 3861 2.Ventilation:Kitchen and bathrooms shall have mechanical vertt►ng laardrafis may project no more than 3 1r.' kto the required width "tem that provide 20 cfm/occupanL Bathrooms with a wkdow which E34OL}JA2, 3401.I0B7 opens directlu to outside a1•,no me:hanicai ventfiatbn shall be necessarytable 3401-2,34015.11L 54'-0" 6'-0' 2'-6" S-0" 4'-6' 13'-6" 9'-0" 5'-0' 4'-6' i i � o I 5-02' 2'-10` S-5' 6'-0' DING 3'-4'X 3'-5" 1 0 CN t - I I FRAME FOR 2Xb WALL — — — — — — FRAME FOR 2Xb WALL IST FLOOR ONLY a IST FLOOR ONLY ! z =ATINS ,4R=,4 Ci CD STUDY ^ — co o O DIY 1 5'-0" 5'-43/4" 4'-4�2" 2-2'-0' FAMILY ROOM o a `n Q 3 6, - - - - - - - o CD ccN s — " 3'-0' ! M i O Li�ING- ROOM 4 11 I I l$ DiNINC. ROOM �, I 1'P I 11 i II Co FOYER I Co 2-10-5' 2-10 r5' o 2-10 5-5' 2-105 5' o 3'-6'X 5'-5" pO 2'-8' S-6" 6'-9" 3'-9" 3'-6' 6'-4" le 3'-9" i �L 14-0 12'-0" L i 14'-0" DiRAWINC-- CL 21g-A COR F PAGE= 4 SCALE-.3/16"=i' Kel loway Drafting Service P,O, Box 231 Methuen Ma. 01844 - 0231 Bue, (808) 682 - 6028 r ax (E08) 686 - 3861 i 54'-0' ol 5'-6' 6'-7�<' �'-0��4' 3'-8' 4'-10' 3'-6" 4'-10" 6'-10' 4'-0' 10'-2' lol 2'-10' 4'-9" I 2'-6'X 3'-5' 2'-6'X 3'-5" 2'-6' 3'-5' I { 2'-6' — — — — — — — — — — Cl i = I N DI cVO BEDROOMX6� =o_ cc I I N I I oCDi 0 1 5-0'SUCING I I o N I cc, 5'-0'SLID 7'-0' 7`-0' fn,4STER, BED-ROOH � I I 5'-0'SLUNG f IT41 5'-0'SLIDNG i I I I OPEN I t BELOW 7'-0" 7'-13/400 " I r B_D;zooM BEDROOM l 6 ?, HANDRAIL N 2-1` 10 9" 2-1 (4-9 " 3'-6'X 4'-9' 4'-3" 4'-3' 2'-9' I 6'-0" 6'—b' 3'-6' 6'-9' 3'-9' 3'-0' 4'-0" 4'-0" 3'—�" 12'-0' 14'-0' 14'-0" SCALE-3/16"=1' Dr2AWINCs # CL 21a-A PACE= 5 r Address b S/to6 c4 u t r,W 09 Title of File Page of Date File Open: Date file closed: Doc Document/Action Title Date of Refer to other Purpose of Document/Action and notes: action Document/ document/ Num. Action Department --------------- Board of Appeals — Board of Health Planmriq Board _ Conservation Commission — BuildingDe partm. ent i TOWN OF NORTH ANDOVER BOARD OF HEALTH CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE: 04/29/99 This is to certify that the individual subsurface disposal system constructed ( X) or repaired ( ) by Peter Breen at Lot #1 (50) Brookview Drive has been installed in accordance with the provisions of Title V of the State Sanitary Code and with the North Andover Board of Health regulations as described in the Design Approval Site System Permit # 945 dated 7/9/97. The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. Board of Health Inspector i I ►ORT Town of c.n---^ _ ove 0 No. - c dover, Mass., 10113 191 0 Z LANE S '94_CO CH ICHEWIC K i�1•t BOARD OF HEALTH PERMITFood/Kitchen Septic System---Z"'�` {� J:4 j�% V N� O C BUILDING INSPECTOR CERTIFIES THAT. j�..PO .V ............................................ ........... ........ ......... ......... THIS CER et,J y Foundation has permission to erect.............I.......................... buildings on 1.9+ ...�....�#.r .I.. .O.O Kv l� l �• Rough to be occupied as.......J�.N Fel.. ►.!.�.. ...... � +11�C IL a S & I '....I).N.O�*r Chimney .......... provided that the person accep ng this permit shall in a ery respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. ouP / B' 4 S'S `-`Q VIOLATION of the Zoning or Building Regulations Voids this Permit. ! f PERMIT EXPIRES IN 6 MO THS ELEC C NSPEC UNLESS CONSTRUC N AR %b ou t -7, ...... ..... . ............................ ..... Se B.ULDNG.NSPECTOR �. FicraP Occupancy Permit Required to Occupy Building tGAS IN ET Display in a Conspicuous Place on the Premises — Do Not Remove P Y P na No Lathing or Dry Wall To Be Done y Until Inspected and Approved by the Building Inspector. FIRE PARTMENT Burner Street No. Smoke Det. A P R - 2 0 - g 9 7 U E 2� 0 : 1 5 P 0 1 TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTENT INST"A>✓,Y.ATXON CERTIFICATION The undersigned hereby certi4,that the Sewage 01#osal System constricted: ( )repaired; by located was installed im oonform.ance with the North Andover Board of Health approved plan, System Design Pezmir# dated , with an approvod design flow or_ gallons per day. The materials used were in confo zmance with those specified on the approved plan; the system was Lnstal.led in accordance with the provisions of 310 CMR 15,000, Title 5 and ioo,�l regulations, and rhe final aloin agrees substantial) with the approved 1< � � $ � Y pP d ux. Ftitl work is P accurately represented on the As-built which has been submitted to filo Board of HealdLa Bed inspection date; aspect -ago 011.00— Final inspection date; Inspector Installer; L iC. #; Date; Dasigr,Bagrneer; Dato: : Town of North Andover, Massachusetts Form No.2 e AORTM BOARD OF HEALTH 19-1 o � w DESIGN APPROVAL FOR CMUSEt SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM • Applicant Test No. Site Location LD r Reference Plans and Specs.— ENGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH qq: Fee Site System Permit No. -13 L=21 .01 cP 00 ♦ ® � Vy L=28.54' ? 3 319 2 o c 318 59 6. a �� 2g o w 70p Fr o `�'-1 2� LIN BUFFER o W 317 ' � �� � � / ift" olAh _ tA 91.8 se O O T ♦ 1 ♦ � 316 . 307 � N 39,947 S.F. \3 0.92 Ac. N 30 J 316A 317A ` 14 _K k � 309 00 314A 315A 1 x 31 16$�a 85 6 � 1 310 6�0�� B6 r N � r AAA OF / 311 .�►��P��H OF lygSOW- � o`y yGs v Z STEPHEN M. MELESCIUC 4 No. 39049 v 0 vCo S� � y l >. REBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT ALL APPARENT EASEMENTS AND ENCROACHMENTS ARE LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS OF THE MUNICIPALITY FROM EXISTING PLANS AND RECORDS WHEN CONSTRUCTED. ALSO, ACCORDING TO THE WITH THE STRUCTURES SHOWN LOCATED F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY, THIS PLAN COMMUNITY PANEL NO. 250098 0009 C , SHOULD NOT BE USED FOR PROPERTY DATED 6/2/93, THE STRUCTURE IS NOT LOCATED nor nrTr�ii►cwt- .,.i ., ._ -_- — L=21.01�i 0) cp00 6, 0 0 _ ` © L=28.54' \ 3 C3 a � W 319 21`Z Val O O _ IS Do cs V' 100 Ft B .Q U 0 F O 0 F 317 � LIN ER O W 91.8' 0 26�� �© i M 1 �% 316 1 d0 W 307 �� N 39,947 S.F. 0.92 Ac.\3 4Q 3A 316A 317A 14 - - -x 309 % � � % � 3 314A 315A ' x ` 31 �$ 135 'bb 86 , n 1 310 ®►►®•''AA l Q OF MASSgcyGv �J O oho STEPHEN M. sN� MELESCIUC 0. No. 39049 v P J°Q � (i I�� n ' REBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT ALL APPARENT EASEMENTS AND ENCROACHMENTS ARE LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS OF THE MUNICIPALITY FROM EXISTING PLANS AND RECORDS WHEN CONSTRUCTED. ALSO, ACCORDING TO THE WITH THE STRUCTURES SHOWN LOCATED F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0009 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/93, THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR. FLOOD HAZARD ZONE. CERTIFIED PLOT PLAN LOT 1 BROOKVIEW DRIVE MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE BROOKVIEW COUNTRY HOMES STONEHAM, MA.AVE.E I 02180 P.O. BOX 531 (617) 438-6121 NORTH ANDOVER, MASS. SCALE: 1"=40' DATE: 11/1 8/98 h NEW ENGLAND ENGINEERING SERVICES INC � lk W RO June 20, 2002 North Andover Board of Health Town Hall Annex 27 Charles Street North Andover, MA 01845 RE: TITLE V REPORT: 50 Brookview Drive,North Andover, MA Dear Sirs: Enclosed is a copy of the Title V report for the above referenced property. The system PASSED our inspection. If there are any questions please call me at my office, 686-1768. Sincerely Benjamifi C. Osgood, Jr. 60 BEECHWOOD DRIVE-NORTH ANDOVER,MA 01845-(978)686-1768-(888)359-7645-FAX(978)685-1099 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION)FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:,40- g Roo K t9!CW �SZlcJ t DovE2° Owner's Name: P^I1 ci4 -r 2►4 D2D G ►4UN Cj Owner's Address: 5 v 820o K�i w 2D A9. AYJ owe 2. .HA Date of Inspection: SI z 1 z Name of Inspector:(please print) Company Name: iv E,,.1 e (-c Ar c 7$ Mailing Address: t?,i �� o , n a,,F y v a"tTf Telephone Number: c r g_ CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and.complete as of the time of the inspection.The inspection was performed based on my training and egperience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant toSection 15.340 of Title 5(310 CMR 15.000). The system: ./Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: /9Date: S The system inspector shall submit a copy of this ins 'on report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not of address how the system will perform in the future under the same or different conditions of use. Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:_ 50 BROOKVIEW DRIVE NORTH ANDOVER,MA Owner. YUTHICA AND BRADFORD GALINEY Date of Inspection:_ 5/28/02 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR:15:304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repair The system,upon completion of the replacement or repair,as approved by the Board of Health,will Answer yes,n not determined(Y,N,ND)in the for the following statements.If"not det ed"please explain. The septic tank is etal and over 20 years old*or the septic tank(whether m or not)is structurally unsound,exhibits;substanti ' filtrationor exfiltration or tank failure is imminen ystem will pass inspection if the existing tank is.replaced with plying septic tank as approved by the of Health. *A metal septic tank will pass in ion if it is structurally sound,not 1 g and if a Certificate of Compliance indicating that the tank is less than years old is available. ND explain: Observation of sewage backup or br static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or distribution box.System will pass inspection if(with approval of Board of Health): br pipe(s)are eplaced lion is remov distribution box is leve or replaced ND explain: The required pumping more than 4 times a year due to br or obstructed pipe(s).The system will pass' on if(with approval of the Board of Health): brokeni s laced P P� )are r� obstruction is removed ND explain: Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:. 50 BROOKVIEW DRIVE NORTH ANDOVER,MA Owner: YUTHICA AND BRADFORD GALINE Date of Inspection: 5/28/02 C. Farther Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to det ' e if the system is iling to protect public health,safety or the environment. 1. stem will pass:unless Board of Health determines in accordance with 310 15.303(l)(b)that the m is not functioning in a manner which will protect public health,safe and the environment: 1 or privy is within 50 feet of a surface water _ Cess or privy is within 50 feet of a bordering vegetated wetlan or a salt marsh 2. System win fail unless th oard of$ealth(and Pab c Water Supplier,if any)determines that the system is functioning in a mann that protects the p 'c health,safety and environment: The system has a septic tank soil on system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a ter supply. The system has a septic tank an A d the SAS is within a Zone 1 of a public water supply. The system has a septic and SAS and SAS is within 50 feet of a private water supply well. The system has a c tank and SAS and the S is less than 100 feet but 50 feet or more from a Private water supply ll**.Method used to determine ce **'This system if the well water analysis,performed at DEP certified laboratory,for coliform bacteria and olatile:or 'c compounds indicates l� that the well 11 free from pollution from that at faciliand the pres of ammonia nitrogen and nitrate nitrogen is equal to less than 5ovided that no ther failur 'teria.are triggered.A copy of the analysis must be attached this forme 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address; 50 BROOKVIEW DRIVE NORTH ANDOVER,MA Owner: YUTHICA AND BRADFORD GALINE Date of Inspection, 5/28/02 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for pU inspections: Yes No -%e:f Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _ ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped _ ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool.or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ Any portion of a cesspool or privy is within a Zone 1 of a public well. 'i Any portion of a cesspool or privy is within 50 feet of a private water supply well. — Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen:and nitrate.nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis most be attached to this form.] -&0 (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. rge Systems: To be idered a.large=system the system must serve a facility with a design flow of 1 ,000 gpd to 15,000 You must indicate er`yes"or"nor to each of the following: (The following criteria to large systems in addition to the criteria ve) yes no the system is within 400 f f a surface g water supply the system is within 200 f a tory to a surface drinking water supply — _ the system is 1 in a nitrogen sensitive (Interim Wellhead Protection Area-IWPA)or a mapped Zone H o ublic water supply well If you h answered"yes"to any question in Section E the system nsidered a significant threat,or answered `yes"in Section D above the large system has failed.The owner or opera of any large system considered a significant threat under Section E or failed under Section D shall upgrade the em in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. Page 5 of l l OFFICIAL INSPECTION FORM--NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address:_ 50 BROOKvIEW DRIVE _ NORTH ANDOVER,MA Owner. YUTHICA AND BRADFORD GALINEY Date of Inspection: 5/28/02 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No _ Pumping-information was provided by the owner,occupant,or Board of Health Were any of the system components pumped out in the previous two weeks? Has.the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) V Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? Were all system components,excluding the SAS,located on site? — Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles br tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum 7 _✓_ Was the facility owner,(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and-location of the Soil Absorption System(SAS)on the site has been determined based on: Yes Sao _ Existing information.For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to,Part Cis at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address:_ 50 BROOKVIEW DRIVE NORTH ANDOVER,MA Owner: YUTHICA AND BRADFORD GALINEY Date of Inspection:. 5/28/02 I'Ll)YP LVd\LllNd\D ' RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 9 K O Number of current residents: 1 _ Does residence have a garbage gender(yes or no):� Is laundry on a separate.sewage system(yes or no):A/V [if yes separate inspection required] Laundry system inspected(yes or no):_ Seasonal use:(yes or no): Water meter readings,if available(last 2 years usage(gpd)): Sump pump(yes or no): tjD Last date of occupancy: c v rr-u,.t� COMMERCIAIA NDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seatstpersons/sgft,etc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system(yes or no):— Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAi.INFORMATION Pumping Records Source of information Was system pumped as part of the inspection(yes or no):— If yes,volume pumped: gallons-How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM -)L Septic tank,distribution box,soil absorption system —Single cesspool _Overflow cesspool —Privy —Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known) d source of information: Were sewage odors detected when arriving at the site(yes or no):�f� Page 7 of 11 i OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_ 50 BROOKVIEW DRIVE _ NORTH ANDOVER MA Owner. YUTHICA AND BRADFORD GALINEY Date of Inspection:_ 5/28/02 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: cast iron f0 PVC_other(explain): Distance from private water supply well or suction line:V Comments(on condition o joints,ventinp,evi ence of leakage,etc.): fir,,n,s4.c� SEPTIC TANK:_(locate on site plan) Depth below grade: Y Material of construction: --c6ncrete metal_fiberglass_polyethylene other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: /.5-c» Sludge depth: /1" Distance from top of sludge to bottom of outlet tee or baffle: y" Scum thickness: <I " Distance from top of scum to top of outlet tee or baffle: -7 SI Distance from bottom of scum to bottom of outlet tee or baffle: ly How were dimensions determined: 1jA C rs U n C-7)((4 Comments(an Pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): F4,�t� tN .vee �'o^r3• 5c t l yo ��UL v N(�w Cvr- ��110,n GREASE TRAP:'{locate on site plan) Depth below grade:_ Material of construction: concrete metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or bale: Date of last pumping-g' Comments(on Pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 53 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 50 BROOKVIEW DRIVE NORTH ANDOVER,MA Owner: YUTHICA AND BRADFORD GALINEY Date of Inspection:_ 5/28/02 TIGHT or HOLDING TANK:&(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: pallonsiday •• Alarm present(yes or no): Alarm level:- Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): MSTRIBUTION BOX: (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: C)-' Comments(note if box is level and:distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): P2 i.v i i ke In �� 0 i1"e'N PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_ 50 BROOKVIEW DRIVE NORTH ANDOVER,MA Owner: YUTHICA AND BRADFORD GALINEY Date of Inspection: 5/28/02 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number:_ leaching chambers,number: leaching galleries,number: ✓leaching trendies,number,length: 3 leaching fields,number,dimensions: overflow cesspool,number: innovativetalternative system Typethame of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): aCAvr- 5:0 2Ma� CESSPOOLS: 1//k(cesspool must be pumped as part of inspectionXlocate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY:Al►T (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): I I I I Page 10 of 11 j OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 50 BROOKVIEW DRIVE NORTH ANDOVER,MA Owner: YUTHICA AND BRADFORD GALINE Date of Inspection: 5/28/02 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. ��b Page 11 of 11 *M . OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_ 50 BROOKVIEW DRIVE NORTH ANDOVER,MA Owner: YUTHICA AND BRADFORD GALINE Date of Inspection:. 5/28/02 SM EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water -7 feet Please indicate(check)all methods used to determine the high ground water elevation: ✓Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Hsie .,n Consi�cTta �' 00,C)VEwA-Fe-/L 'i662111C ►45 I;rcT- 13V Sail /VroiC LES i /SEPTICC PLAN SUBMITTALS J. LOCATION: o /�;.� z' NEW PLANS: YES $60.00/Plan REVISED PLANS: YES $25.00/Plan o DATE: '(�L-)- DESIGN ENGINEER: ��a r��• % 2 When the submission is all in place, route to the Health Secretary Town of North Andover HORTN OFFICE OF „?Og 1�0 L COMMUNITY DEVELOPMENT AND SERVICES ° . p 30 School Street `. �` •" North Andover Massachusetts 01845 WII.LIAM J. SCOTT North 9SSSACH"1CNUS�t Director June 2, 1997 Mr. Michael Rosati Marchionda Associates Suite #1 Stoneham, MA 02180 Re: Lot #1 Brookview Circle Dear Mike: This is to inform you that the proposed plans for the site referenced above have been disapproved for the following reasons: If new plans satisfactorily addressing all the following issues are submitted to the Health Department by June 12, 1997 then approval for the plans should be given by June 19, 1997. 1. Only 2 copies of plan submitted. (N.A. 6.01) 2. No signature of P.E. (N.A. 6.01, 310 CMR 15.220(2)) 3. Elevations of peres missing. (N.A. 6.02j) 4. Reserve not 4 feet from primary. (N.A. 2.23) 5. No vent. (3 10 CMR 15.251) If you have any questions, please do not hesitate to call the Board of Health Office at the number below. Sincerely, Sandra Starr, R.S. Health Administrator S S/cj p 1 '1 CONSERVATION 688-9530 HEALTH 68P 954A PJ ANNIRTG 588-9515 June 2, 1997 Mr. Michael Rosati Marchionda Associates Suite#1 Stoneham, MA 02180 Re: Lot #1 Brookview Circle Dear Mike: This is to inform you that the proposed plans for the site referenced above have been disapproved for the following reasons: If new plans satisfactorily addressing all the following issues are submitted to the Health Department by lZ , then approval for the plans should be given by Onlx�w copies of plan submitted. (N.A. 6.01) No signature of P.E. (N.A. 6.01, 310 CMR 15.220(2)) Elevations of peres missing. (N.A. 6.02j) ✓'4. Reserve not 4 feet from primary. (N.A. 2.23) L,,,5�No vent. (310 CMR 15.251) If you have any questions, please do not hesitate to call the Board of Health Office at the number below. Sincerely, Sandra Starr, R.S. Health Administrator S S/cjp NORTH ANDOVER BOARD OF HEALTH ,r DESIGN REVIEW REPORT DATE FEE: SPERMIT ## DATE RECEIVED C5-1a5z A? z APPLICANT 'D,4 E lel SDP-671 MAP PARCEL ADDRESS LOT ## STREET ## ENG. 1?AP2CVb/ybA leCS5,97'r STREET-;B40oru/4:-1c' (f i eLGZ- ENGINEER' S ADD./o ,--'.a PLAN DATE -5-11"/9REV. DATE CONDITIONS OF APPROVAL APPROVED DISAPPROVED REASONS FOR DISAPPROVAL: '/� // 1. D Y , " 'o J /S' ZZb 4. t v& A)o V EAJ 7` �� /d C iy/� /S_ �;t-Sl i /SEPTIC PLAN SUBMITTALS LOCATION: NEW PLANS: $60.00/Plan REVISED PLANS: YES $25.00/Plan DATE:— /-41 DESIGN ENGMEER:�',t/2 o zf� When the submission is all in place, route to the Health Secretary PLAN REVIEW CHECKLIST ADDRESS Z./ 2��UiC%� ENGINEER GENERAL f STA ,P 611,3 COPIES MP LOCUS NORTH ARROW l/ SCALEy CONTOURS V PROFILE t/+(Sc) SECTION (/ BENCHMARK SOIL & PERCS ELEVATIONS WETS. DISCLAIMER (/ WELLS & WETS WATERSHED?A DRIVEWAY V WATER LINE FDN DRAIN 41 M&P SCH40-'-,,-" TESTS CURRENT? L,-' SOIL EVAL SEPTIC TANK MIN 150OG !/ . 17 INVERT DROP1-"/ / GARB. GRINDERAL(2 comps +200) 10 ' TO FDN MANHOLE 1�4' ELEV L—�6W L/ ## COMPS. I GB D-BOX SIZE ## LINES FIRST 2 ' LEVEL STATEMENT INLET OUTLET)31-• 5 = t17 (2" OR . 17 FT) TEE REQ'D? I� LEACHING MIN 440 GPD? L,-' AREA i,-'ARE // 4 ' FROM PRIMARY?X 20 SLOPEe-� 100 ' TO WETLANDS V 100 ' TO WELLS L,� 4 ' TO S.H.GW � (51 >2M/IN) 20 ' TO FND & INTRCPTR DRAINS 400 ' TO SURFACE H2O SUPP '�-� 4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER BREAKOUT MET? TRENCHES ,/ / MIN 440 d " SLOPE C/ gp O E (min .005 or 6 /100 ) S/IDEWALL DIST. 3X EFF. W OR D (MIN 6 ' ) RESERVE BETWEEN TRENCHES?✓ IN FILL? L-1-11, MUST BE 10 ' MIN. Ll"' 4" PEA STONE? 1-1 VENT? A (>3 ' COVER; LINES >501 ) BOT D� + SIDE = X LDNG -�3 = TOT 44s-7y9v (L x W x #) (DxLx2x##) (G/f t2) Copyright (9) 1996 by S.L. Starr I s f<el loway Drafting Service r o. Box 231 Methuen Ma, 01844 - 023 i Sus. (508) 682 - 6028 rax C-08) 686 - 3861 I I , I ' I f I I I I I 1 i I I i i f ® ® EWAI FRONT ELEVATION- SCAI E: 3/16"•I' 54' COLONIAL 4 BEDROOMS 2 1/2 BATES Di WING- GL 21c-'-.4 GARAGE UNDER 1 �e i loWa� D raf'tin SAry icy g F.O, Box 21 Methuen Ma. 01844 - 0231 j Bus. (808) 682 - 6028 j rax (808) 686 - 3861 I I FFI '1 1 1 ILI I I I I 1 1 i I I I 1 I I i I I I I i i I I I mil i I I i I I I I i t I I I I I I I i I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE-3/16"= DRAWING GL 21C-,,-A PAGE: 2 f<elloway Drafting Service F,O, pox 231 C��N;=�,�L NOT+�S- Methuen 1"ia, 0184 - 023 4,All walls next to stainwaus shall have fire stopping installed �;5, (SOS} X82 _ (0029. 1. All dimensions are to be verified bu the Contractor ad,;actent to and parallel to the str(nger, , „ and a adjustments made accordin lu, t=aX (SOS) �z�b - 38�o i � J 9 � 5.Window glazing shall be considered hazardous when used in doors, 2, All woriC shall be completed in compliance with all applicable within 510 of a doorway or closer than IS" to the floor, Windows used Buildingq,�Plumbing, and =lectrical codes. A other local state for emergencu egress steal have a minimum oq njra size of 20"x24' and/ or`Federal codes that mau apply to this ro ject shah be in either'iired.ioti and shah note more than 4 -9bove the Finish considered as part of the coriatK; j n docu ents, floor, 3. These drawings were prepared per guidelines set Forth in the 6.seec ionI34082 1 24083 ofbthetMae ach setts with Massachusetts State Building Code Section ( 34 ? for 142 family dwellings, State Building Code, NI & n nD 1 0 I I O G C3 m - - - - - - - - - - - - - - - - - - - - - ii_ ii DO! 001 - - - - - - - - - - - - - - - - - - - - - - - - - DRAWING- * CL 219-14 1 PAG, 3 SCALE= 1/S" = i1 GENERAL NOTES= Kel loway Drafting Service L Sinoke detector egetems shall be Tgpe Ill in confor &=a with 13401.14111,Detactora shall be located as followP,O, Box 231 3,Licht ar+d venttlatbm All habitable rooms shall be provided whin A nlnYoum of one per floor and basement one pe'each 1100 sq,ft aggregate eiaztg area of not less than eight(8)percent of the Methuen Ma, O 1a44 - 0231 or part thereof. One shall be located outside of each separate floor area of such rooms. One-half(1/2)of the requited sea of the Sus, (.508) 682 - 6028 sieepN area and/of near the base of,but rot wRhlr,each stag giaztrg ehail be openeble, 13401,141 4,Hall and stainuay widths shall be a minimum of 3 feet clear Fax (508) 686 - 3861 2 Ventilation:Kitchen and bathrooms shall have mechanival verrtir►3 Hardratis mag project no more than 3 UZ" kw the reouh d width eusteme that provide 20 cfm/0,-=I enr Bathrooms with a window which 134OLICA.2, 3401,108] ns opedirecilu to outside at,no mechanbai ventftation shall be rrsceeeanj�i aide 3401-2,3401b 2.II 6'-0' 6'-0' 2'-6' 3'-0" 4'-6' �!} 13'-6" 9'-0" 5-0' i 5-91t' 5.1 2'-10' 3'-5' 6' 0" DING 3'-4' 3'-5` O i i I FRAME FOR 2Xb WALL FRAI rr FOR 2X6 WALL IST FLOOR ONLY1ST FLOOR ONLY t `^� 0 t o STUDY EATING AR=A c i t i K ITCHES I 5'-0" 5'-434' 2-2-o• FAMIE Y ROOM t o I t - - 0 M O LIVING ROOM e 11 I$ DINING ROOM II ( co FOYER i i 1 -10 5-5` 2-1'G 5-5' o 3'-0` 1'-6 o `rte `ti 2-10 5-5" 2-10 5'-5* i 3'-6•X 5'-5' ; � I 2'-9" B'-6° 2'-9' 2'-8' 6'-8" 2'-8' 3'-6" 6'-9' 3'-9" 3'-6' 6'-9" 3'-9' L FIRST PI0OR I IAN DRAWING- CL219-A PAGE= 4 SCALE:3/16°=i' <e l loway Drafting Service F'O' Box 231 Methuen ethuen Ma. 0644 - 0231 Bus, (308) 682 - 6028 rax (3081 686 - 3361 54'-0' 5'-6' 6'-73/4" 4'4i4• 3'-8' 4'-10' 3'-6' 4'-10" 6'-10' 2'-10' 4'-9' I 2-6'X 3'-5' 2'-6'X 3'-5' 2'-6'1 3'-5' — — — — — — — — — — �i O l p;eCC Dfl.� � 2'-g'cfl 2v Q1 N BEDROOM = Lill, III N a-B joN 5'-0'SLIDFiB I I O I 00 5'-0' SLID 7'-0' L ASt�+� =L7t�001"f t i i "' 5'-0'SLDING _- I I 5'-0'SLDNG I i I I OPEN i 4 I I BELOW I I 7'-0" 7'-,',4" I 5=DROOM BEDROOM I i I �55-0�t HANDRAIL CN �,X4-9 cc I I o 2' lo" 2-10 9' 3'-6'X 4'-9' i '—q" d,— " d'— " 2'—Q" I — '— — i'—G" — d'_fl" 4'— — 1 2 3 3 6 0 6 b 3 6 6 9 3 0 0 3 0 � � NLl/ I � I A SGALE3/ib°=1' DrRAWIN:� # GL 213-4 FADE= 5 • �Gelloway Drafting S�ry icp NERAL ' 4 Foundation anchor bolts shall be a minimum of i/2' in diamieter, n •, 6.The bottom of any point of a foundation shall be a minimum of 4'0' I�E R A L N Q T E O They shall have a minimum embed of 8' in powed=wrote, bellow finish grade, P'0' $OX 231 Them&hall be a minimum of 2 anchor bolts per section of sill plate. 'L Studs In a framed kneewalle&hall be 14'min,W length and when the Maximum space shall be a'OL, kneewall 16 greater than 4'O' in height,k shall be of the size required Methuen Ma, 01844 - 0231 L Foundation walla shall extend at least 8' above finish grade S,Concrete slabs on orade shall have contraction,joints with for an additional atom}. Knsewalis shall be thoroughly and effeciNely Sus. (508) 682 - 0028 2.Exterior wifaces of mason Foundations enclo&Vg basements a depth of at least 14 the slab thickness. These shall be spaced cross-braced, "aX (�08) 68(0 - 3861 shall be damproofed. rouo is t more than 30' in each dction. Contraction shall be 8,Ends of wood atdens entering masorrg or concrete walls shall be 3.The ultimate compressive strength of concrete foundations placed where offsets are more than t0' provided with V2'air spaces on top,aides and ends uniee&approved durable at 28 days shall be not less than 2p00 lbeJsq,FL Contraction,joints are not required where bx6-6/6 welded wte or gated wood Is used, fabric or equivalent is placed at a mid-depth of the siab. 54'-0' 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 0 0 Z z I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ca l '► I I I: 24'-0" l l io I I I i 4" CONCRETE SLAB -� I •► t - SLOPE 1/4"/FT. I I o a► I ► I 6'-2' 6'-8" 6'-8' 6'-8' -8" 6'-8" 6'-8' 6'-9i4' I I i I - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, - - I I ' - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - D I co I Bow X 8 NT,X 8 DEEP 4 ?X10 BEAM STEP BEAM •. I BEAM ROCKET r 4"STEEL LALLY COLUMNS FOR FLASH HEADER i I L I S-REQUIRED I 1 i - I I l GARAGE .° II I _ • 1 0 r - - - - - - - - - - - - - - - - -I I so i I r7 I .. o e o o I I .. e e o 0 '� .► L - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - J r- - - - - - - - - - - - - - - - -lo 1 ,°►- - e e e II b o -uu e o 0 0 I I 0 0 0 0 ' � � o 0 0 0 - - - - - - - - - - - - - - - - -I °' II °• r - - - - - - - - o 1 cv ,°► o .° l 14'-0' 2'-8' 6'-8' 2'-8' 14'-0" 14'-0' 54'-0' FOUNDATION FLAN_ DRAWING- CL 219-A PAGE* FOUNDATION SCALE= 3/16" = i� i ! I i � I Ii I ' I I I ' !I• � i � ! i I !I i I I I I III I i ( I i I ' I �I '' I � I ( ! �I I i I I I ( I I I • I 11 I � I I I i i ( I I I � i I i I i i I II•, li'�.1 I 1 I i t ! ( I I ; II I I (I it -_'_ I i ! 1 I I i � I � I i it I' I I I ( ! ! I I I •I I II i I wo-',i I ! ! I ! I � j I I ! � � � I I ' i � l i � I '__ i I•_ ! - I 1 ', I I I I ---- ---______- '! II �I -I it i II I � i�i■i�■■i-, - \'I,,�ri _ ___ it ii_ •_; I _� __ _� ,! I I i I i i I j I I I i I � +r- I I � -- ( MIMI- I-• '-I ' I i I 1 I I 1►, t Ksllcway Drafting Service P'0' Box 231 Methuen Ma. 01844 - 0231 Bus, (808) 682 - 6028 Fax (508) 686 - 3861 - CONTINOUS RiDGE VENT l I i TYPICAL FRAME ROOF -#M ASPHALT-&4 NG1=S -0 I O ID G'�BOARD G PLYWOOD - O RIDt -2x8 RAFTERS 9 16"oz, 2xi 1 /` } -2X6 COLLAR TIES�0 48" �� I CELGI j�i.C I O N u':e i�i L O t S' -938 BATT JOISTS£ 16"oar. R30 BATT NSUL -1/Z"DRYWALL � 1 i,Minimum ceiling height for a habitable rooms Is 1'3'. In a room with a D3S t DO FASCIA slopkg eetlig the prescribed cellkg height is required in only D36,CONTINOUS VENT,AND Dr SOFFIT i oris hair of the area of the room. No portion of the room measuring less 12" SOFFIT OVERHANG than 5 feel fhishsd shall be Irva-luded in calculating nkmasm area 2.Floor design live loads are based on let Fir,6400/sq,f'L 2nd Fir.9 300/sq,ft and nonuseable attice 9 200/sq,FL o Roof design loads are 300/sq,ft.Iive load and la/sq,ft, dead load, TYPICAL EXTERIOR WALL : 3,Ftestoppkg shall be provided to cutoff all concealed draft open" -CLAPBOARD SIDMG and Form an effective fire barrier between stories,and between -AiR SPACE a top story and file roof space. -1R"EXTERiOR SHEATHING --1� ZXb FIRE BLOCKING 4,Stairs between let and 2nd floors and 2nd and uesable attire -2"x 4'STUDS FILLED WiTH ehali have a minimum headroom of b'S"measured vertically _BATT MSULATION From stat rt nosing, Basemestate shall have a minimum of ——_ b'b"of h-saciroom. -6 mil POLY VAPOR BARRi_ER —— 5,Insulation minimum total R value nsqutements for exterior -i/2"DRYWALL walls to R125. Floors over heated spaces b R2=, Roof TYPICAL 2x10 FLOOR SYSTEM —— and celikg assembites is R30,and finished basement walls -3/4"TAG PLYWOOD SUBFLOOR — is 8128: -2x2 CROSS BRiDGNG — — , 7 o 6,A vapor barrier or 10 perm or ices shall be installed on the winter � co warm side or walls,ceilings and floors emloskg a conditioned 7 i space. 7 1.When eave wents are installed,adequate barfling shall be provided 7 to defiect the Incoming at above the aurface or the Insulation TYPICAL SILL ASSEMBLY -2X10 FIRE BLOCKMG 7 — ' with a 2"min,clearence under the roof deck, -1/Z"DIA,ANCHOR BOLT 9 12°oar, -2X6 KD SILL PLATE -2xb PRE5SUR=TREATED SILL PLATE--�� I. -R20 Insulation -114"BILL GASKET _ ——— FOUNDATION WALL ———-� -10"POURED CONCRETE — — — , W/20'X 10' FOOTNGS - - - 7 =T o i I 0 7 7 -4'CONCRETE SLAB 7 Ie J. D1RALUING- CL 21'-A I l"10" A I SEC "'NON PAGE: SECTION SCALE: 3/16" = i' r 4 Foundation anchor bolts shall be a minhnum of 1/7' in diameter, GENERALN 0 T E _ They shall have a minimum embed of 8"in poured concrete, 6.bTh los finishttom gr ang point of.a Foundation shall be a minimum of 4'O° P,O, Box 231 Them shall be a minimum of 2 anchor bolts per section of sill plate, ',Studs in a framed kneewalls shall be 14'min,in length and when the Maximum ace shat!be 8'O,C. ° Methuen Ma, 4184 - 023 space kneewall id greeter than 4 O ;n height,h shell be of the size required L Foundation walls shall extend at least 8'above Finish grade 5.Concrete slabs on arade shall have contraction,Joints With for an addttional storti. Kneewalls shall be thoroughly and effectively Bus, (508) 682 - 6028 2.Exterior surfac8s of mason foundations enclosN basements a depth of at least 14 the slab thickness. These shell be aced shall bed roofed, not mortis than 30' In each d1'ection, Contraction Joints shalt b cross-brocad, Fax (308) 086 - 3861 � � " S.Ends of wood alders entering maeony or concrete wails shall be 3.The ultimate compressive anti rra'h of concretes Foundations placed where offsets are more than 10' provided with V2'air spaces on top,aides and ends unless approved durable at 2S days shall be not less than ZOOO lbeJsq,Ft. Contraction,Joints are not requlred where 6x6-6/6 welded whe a d wood Is used. faprfc ced or equivalent is plaat a mid-depth of the eiab, 14 54'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 0 0 0 0 0 0 0 0 o e o 0 0 0 0 0 1 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 I I Io 1 •� 1 24'-0" l 1 io I I I 1 l 4'CONCRETE SLAB I •► SLOPE 1/4'/FF. I I • l .e 1 I I `o I l I to •► I 6'-2' 6'-$" 6'-$" 6'-8" -8" 6'-8" 6'-$" 6'-9t/4" I I •P I I 1 -r - - - -r - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - 1 = ' - I. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - 00 .t• - - - - - - - - - - - - — - - - — � N CD M 1 I 4-2X10 BEAM STEP BEAM I I o 8=111 X 8'HT,X 8°L EF r FOR FLUSH HEADIER 1 l •► i SEAM POCKET 4'STEEL LALLY COLUMNS S-REQUiRED 1 1 i I I l i GARAGE I •► l I l 1 1 1 1= I I I to 1 o r - - - - - - - - - - - - - - - - I .,:15 - - - - - - - - - - - -.. - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - -J o o e o P• e. .. 11 �. - - - - - - - - - - - - - - - , II t- - - - - 11 r - - - - - - - - - - - - - - - J I- - - - -� 14'-0' 2'-8" 6'-8' 2'-8" 14'-0" 14'-0" •,mow 54'-0' Ilk FOUNDATION FL4N '16 DRAWING i* GL 219-A FAG'c: FOUNDATION SCALE- 3/16" = lr IX E giblet/at 43104911