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BP-271 FIELD COPY Dartmouth Building Department 249 Russells Mills Road BUILDING South Dartmouth, MA 02748 PERMIT Telephone #617-999-0720 7 DATE Oct. 20, to 86 PERMIT4 NO.,, 271 APPLICANT Wayne W. Bellemare ADDRESS 116 Austin St., 'New Bedford, MA 02740 owner (NO.) (STREET) (CONTR'S LICENSE) f��C } One— Dwelling DWELLR OF PERMIT TO New C6nstruCtian ( ) STORY `''i*�'- ;IY DWELLING UNITS one (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) - 1 Running Deer Road ZONING: SRA AT (LOCATION) DISTRICT (NO.) (STET) rn BETWEEN off, Flag Swamp Road AND 0 (CROSS STREET) (CROSS STREET) m LOT SUBDIVISION Spring Brook LOT 8 BLOCK 71 SIZE 53,653 • a Lot' q O BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION co O Z TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION M O: (TYPE) IL• REMARKS: To be built according to the M.S.B.C. and as per plans on file ,s- A ,L 7— /1-/q-N6 AREA OR VOLUME 3198 ESTIMATED COST $ 70,000.00 FEEMIT 1911`88 (CUBIC/SQUARE FEET) C7� OWNER Wayne & Kathy Bellemare ADDRESS 116 Austin Street, New Bedford, MA 02740 BUILDING DEPT. William A. Braga INSPECTION RECORD • DATE NOTE PROGRESS - CRITICISMS AND REMARKS- INSPECTOR ;5- 87 f ice. • CEIjTIFICATE ISSUE, Dartmouth .8p,.e.'.1ng'} a .--. ` OAT4' t 249 Russells 3 li Road. .. M, 13• !. S h.Dar uth, . 027 BUILDING :PER:MIT ` ,k Te1e . #bi:�-99s--ram. • CERTIFICATE OF OCCUPANCY F Lt pp�,,jj y� DATE Oct. �� qq 19 PERMIT NO. 271 y kI APPLICANT Wayne W. WGl lemar ii ADDRESS 1 .� Austin •1 Bedford,. MA 02740 owner, (NO.) (STRET) - (CONTR'S LICENSE) PERMIT TO New -Construction (1). STORY F tIl•Dwel DWELLING one © 2 _ (TYPE OF IMPROVEMENT)- - NO. (PROPOSED USE) AT (LOCATION) 3 , �iRQ Deer Road ZONING SSDE DISTRICT iif� (NO.) (STREET) - i � t Swam Road ',. w pETWEEN off Flag Sw AND i:1 m (CROSS STREET) Brook (CROSS STREET) -',. m SUBDIVISION Spring Brook .LOT R BLOCK. -Vg E 53y653 I 1 I a u O BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION j • 4. Z TO TYPE USE GROUP _BASEMENT WALLS OR FOUNDATION f (TYPE'.) sf Ir_ .REMARKS: To builtC according to Tulsa andper plans Q file -f 7 7 7 . 7 7 AREA OR 3198 ;I) :uu .rn+t curl .1 `w :I. )IU ;na :uu, •7Iri1 . I " 1 VOLUME____ 7 9 S 7 �C 9 a 7 .„ ' ' 7 '.I 7 7 7' (CUBIC/SQUARE FEET) I 1 4 Ntif 1S2j ? ? \ } ' pyy��// y►ts .11111 11!1. ;1lli •l t11{ :f 114 .I llr •.�� :{li'. 'III 1 ;Illf :i lli :i tli 1.;!; OWNER W ,y�ne & Kathy jfG1) yG Bedford, ADDRESS 116 Austin Stabs New Bedford, MA 02740 TO fl Pi LI Doe 9Nsrlycs SEE REVERSE SI 1 ON TIFICATE. i 0 o Er7 w 0 trS. 0 ,. n. ti .. .� d C . A K. _ y '�f' C. Z ' va chi.' `C... ., ...... cr ��� n v' o23 o, r F `` ifilt4 t , r i. • t N. b r \ , °. A Zyro :; �ii C ' :°' ti E 4 a 0 R. ;;': ` .,�r* ' .:,,r .� -- �, va r z �, o r� c 0 5. 0 ' o �• W \ Q WI ., ,- s DEPT. FILE COPY Dartmouth Building Department Da 249 Russells Mills Road BUILDING a -South Dartmouth, MA 02748 PERMIT Telephone #617-999-0720 VALIDATION DATE Oct. 20, 19 86 PERMIT NO. 271 APPLICANT Wayne W. Bellemare ADDRESS 116 Austin St. , New Bedford, MA 02740 owner -. _ (NO.) - - (STREET) (CONTR'S LICENSE) PERMIT TO New Construction (_l) STORY One-Family Dwelling DWELLING UNITS one (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) - - AT (LOCATION) 3 Running Deer Road ` ZONING SRA DISTRICT (NO.) (STREET) - - a BETWEEN. off Flag Swamp Road AND �. (CROSS STREET) (CROSS STREET) ro SUBDIVISION Spring Brook LOT 8 BLOCK LO E 53,653 a O BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION m O Z TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION M re (TYPE) 0 REMARKS: To be built according to the M.S.B.C. and as per plans on file VOL 3198 ESTIMATED COST$ 70. .00000 FEEMIT 7 9 .88 VOLUME MEE 11 88 (CUBIC/SQUARE FEET) - I OWNER Wayne & Kathy Bellemare BUILDING DEPT. ADDRESS 116 Austin Street, New Bedford, MA 02740 BY William A. Braga (Affidavit on reverse side of application to be completed by authorized agent of owner) r 00 I hereby certify that the proposed work is authorized by the owner of record qt°, and I have been authorized by the owner to make this application as -his authorized agent. SIGNATURE OF AGENT ADDRESS / C / II (NUMBER) (STREET) (CITY) APPROVED BY(469.Z/'e1:rzJ��✓ � TITL ��Q� u` r ` . DATE ,fD -.26 19 6 4 U J�,,� eoto,74� TOWN OF DARTM UTH / J l O g �,` r �° APPLICATION F �, i� > o y, BUILDING PERMIT (� •AD34-•S. AT (1.00ATIO L,rs..i 10 I 0 W '"+,'ce Kc4 (r1 r y ZONING rp DISTRICTS LOCATION (NO.) (STREET) OF BETWEEN f i /A PV' pD BUILDING ( OSS STR ET) (CROSS STREET) t' L SUBDIVISION �tp 3 j I a 7 1 ti(� K LOT(S) f./ PLAT TYPE AND COST OF BUILDING A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wrecking" most recent use 1 I New Construction Residential Nonresidential 2 Addition(Iresidential, enter number 12 ne family 18 L_J Amusement, recreational o/new housing units added, if any, rr in Part D. 13) 13 l__ Two or more family — Enter 19 Li Church, other religious number of units— — — — —10. I L_20 Industrial 3 n Alteration (See 2 above) 4n Wood stove or fireplace 14 ri Swimming pool 21 Parking garage 5 n Wrecking(If multifamily residential, 22 Service station, repair garage enter nwnber of units in building in 15IX Garage 23 I Hospital, institutional Part D. 13) 16 Li Carport 24 I Office, bank, professional 6 n Moving (relocation) 17 El Other — Specify 25 Public utility 7 n Foundation only 26 Li School, library, other educational B. OWNERSHIP 27 I Stores, mercantile 8 Private(individual, corporation, 28 I Tanks, towers I --nonprofit institution,etc.) 29 J Other — Specify_ 9 n Public(Federal,State, or local government) C. COST (Omit cents) Nonresidential — Describe in detail proposed use of buildings, e.g., food processing plant, machine shop, laundry building at hospital, elementary 10. Cost of improvement $ school, secondary school, college, parochial school, parking garage for, department store, rental office building, office building at industrial plant. To be installed but not included If use of existing building is being changed, enter proposed use. in the above cost a. Electrical b.. Plumbing c.Heating,air conditioning d.Other(elevator,etc.) f /) 11. TOTAL COST OF IMPROVEMENT $ 7I//)• G/(/ SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Parts E — L; for wrecking, complete only Part J. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS /, 30 n Masonry(wall bearing) 40 I I Public or private company 48. Number of stories — 49. Total square feet of floor area, 31 Wood frame 41 FI Private (septic tank, etc.) all floors, based on exterior 32 Structural steel dimensions ( 9 ' 33 n Reinforced concrete H. TYPE OF WATER SUPPLY — 34 n Other — Specify 42❑ Public or private company 50. Total land area, sq. ft. 653 43 171 Private(well, cistern) K. NUMBER OF OFF-STREET PARKING SPACES F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL 51. Enclosed 35❑ Gas Will there be central air 52. Outdoors 36❑ Oil conditioning? — L. RESIDENTIAL BUILDINGS ONLY 371M Electricity 44 7 Yes 45.21No 53. Number of bedrooms `�, 38 El Coal — 39❑ Other— Specify Will there be an elevator? 54. Number of Full 46❑ Yes 47:ZNo bathrooms Partial IDENTIFICATION — To be completed by all applicants PLEASE PRINT IN LARGE LETTERS ®® Name / Moiling address — Number, Street, city, and State ZIP code Tel. No. Owner or LI/ ,..... /�j�'/'-7- ,� //,', 1'`�. ///fs gJ. 1- `A'i c' Jf,1i Lessee _ '� Buil s 2. ©wA�tb r� urn /J it�ln--.A, s r i4-evS4A,.,1 Mils. License'No. ©pZ 4. Contractor Te/ s.! . 9rEr Wig' 3. Architect or Engineer - I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as his authorized agent and we agree to conform to all applicable laws of this jurisdiction. 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' tcaa.a11 awai ' •SOORM MOOS•a ■• a a g • a' ...a�a�aaa� aiH ra gpani•■.w aaa ■ ••ran a.a aN as a� ■r c aaa r•• aa■ra• a"Ina• a ■ a ihe • .. a mmarit •� .a a R .as Alih _ni Air .laSad •— A ! _ ®® a �:a i �pUTy.M 4 ,,, `` TOWN OF DARTMOUTH BUILDING.DEPARTMENT - ey Date N__ame��^^ In Payment of Amount d:c/6 I<,:i E 9 .,Q i ct Cl N II - •! S.. i O � 3 •r U ` C •r r 4 O •0 O C`I .,!• 0 a) C. '0 •r a) •r 0 • C +-) ,- +)C�j {� +� 0) O r Z N a) m a) = N • E 0 0 V) 4 -' Z U J O a) aJ ro 1)4 +-' 4-) O a Vv v O C1 0 p `�- 4-) ‹ •r C c _ `� o ` C •,_ J •r i CD r C Li- o 0 3 r- t. a) v •`o m a= ` `.)J O c , C_) ,(4-- as +•) o n) - C z �" ro .).... a) o L i v U) 0 O n a z �U) ,� N , v ) - aJ p) - 'e O >' •r V )y - to 2 r �. t N E Z Iv X Ns m• a !t` C �.. \ lL 1 1 Cr LJ ` O +, r N \ ` N Jiit r ;- �. a) v I ti .y.) 10 C a) C) O emsO i i cam• At-o 4 ... -h, d Cn U IA O Cr) +) a) i '�. �� _ Q ~ i +•) N Z 4- 0 N a) •r tN •r i N C E Q N +-a M. (1) E 0 A .0 I- o i = •- r O S.- 0 Z O ¢ C 0 I. TS = V) C N '�+••) 0 _! r Z cn 3 i a0) 0. a) v O. < o r• a) O N a) N US CO VI a) Cl.) �C a) r = C � O 4•) 4-) 3 i a) O r O RS rtS O G. I— m N N = O CS • THE COMMONWEALTH OF MASSACHUSETTS �L '7 x BOAR! OF HEALTHet- LIZI No // FEE / M Disposal la or OJunstr ' I Itliprnti# Permission i hereby granted..u.i to Construct ( or Repai ' ) anwidual rage Disp System at No I" Street as shown on the application for Disposal Works Construction Permit No // Dat -:rU o41° DATE... _... '.-. �Z4�/ Board of Health IZvr��i�� 9 w C)-E::�& THE E:�XIGi—�ItJCa ST2UGTU2E �HDWKi C*J TH(e,--? PLAM I� �1-TUATE:-O O�J THE: LUT flESIGNATED AtJD 15 Ir.J COMPLIAt.1C� WI-TH THE A�PLICA6L� ZONItJG� C'�*(LAWS OP- -THE TOWKJ OF---- C)A\27r&A-cOTHe EC L�r 0 STEVEN �G o GIOItOSA CIVIL .c, NO. 32165 1 ENGINEERING ASSQCIA' 1 ES INC. _ T -171 v �T �o S, Ct�J�,ti;w C- A�- 6utL.T PoOODA%Tlohj PLAf.1, �PQ.ING i�QAOL A-( DACGTtvtOv-r}-� �JU(�jOIv15(p� 126N,e- : I I#= 4o 1 QOV, 14, lqe(p NOTE A i- L PPO PE 2 -r Y L INE5 AR E A I Pk1c X I M ATE t �IE f DATE: 100Z.-Lom— T P I .� . 0 7oP541L i Fo PF �T FW F SQ NP I 83.E �g FIMF -MEP 5A N p 1'QA6E SIFT PoceETS of LvA P 5F 5 A N 12 SOME � A � G E SroNFs 75 0 WATEQ C° 50" P,FPc, G 4b MA 2c-N .7-0) P1, 1-,I c FL ri f _ ' ry RUNNING DEER ROAD , f i`ije ;pprov�a�I bV this olfi'�o does not gtiarant8e the installation %i r Dartmouth t fa 4� Heart A �'EQ OF �,07 . 5 3; 6 �� 5, F, PLOT PkAN 5(_Al E-I"-4o' It LEGEND —100— EXISTING CONTOUR PROPOSED, CONTOUR 99� PIPE INVERT ELEVATION � TEST PIT O SEPTIC TANK o DISTRIBUTION BOX —W— PROP. WATER SERVICE LINE r 90.5 OBSERVED GROUNDWATER TABLE ELEVATION RESERVE AREA BOTTOM OF PERCOLATION 4. HOLE ELEVATION THIS SYSTEM IS NOT DESIGNED 1-0 A i,COf;ii;40QATE A GNI�-IBP;tGE GRIi�DER DA@Tp10UTH BOARD OF HEALTH 8'- 6" I I � 4�- 10�� i 4 OUTLET �a�s vC�10� d off. rleilt)l ted hoar rz� .cava -Re,quk: red h " SOIL, DATA PERFORMED BY: CA d Q aAl6tL/V f c ,21N6 WITNESSED BY: AIVT0A C 13AJ? )30;! A TP 2 TP 3 TP`4 TP 5 TP 6 MAP -CH .20, 119.95� DESIGN DATA DWELLING 2,I' C �FP �.� � Gill G) z 1 W 117E v5� ��FN /l �5 � 1_ � TOP OF o 5/DE x 1.b' PE P X S! Loq4 X Z' SIDE 5 x .2.j o FOUNDATION o- aso GrPP EL.=6i.�r__� wo I30r X 26" 40Wi x 2 W1D,C X. /,00 Ion G Pp -ro-fAL GA PAL 1-(� 3,�rG G,PP 0 0U Clan eo. witAout BOARD of R A LITH Approval PLAN VIEW f— GROUT (typ. ) �-- 4It INLET SECTION EARTH BACKFI -� L L \1A V ►, CAP ALL ENDS —� 1/8" - 1/2" WASHED PEASTONE 714 9010 a 0 a 0 0 4 J 1# 10 3 %31a % a o FLOW o aS1�0i � = 6 --�- e , PERFORATED PIPE---/' INV. _ [BOTTOM OF f F E N , <d 3/4"- 1 1/2" WASHED STONE �L_ ,,V I T 0 f- F x LA I/AT V)N THR--I'OUGH LEACHING TRENCH NOT TO SCALE , r F )Ua T F "I)- = G v1TrE� _ Q F OVA A ,.o0r.orbe , An At Built Su—*vc;7 to thft% ma , 3eilding Commission N Dept. nor to j7�y=i fOi V. ft0: _nclation jmmmm 1I1��1'��ii'.' ._ QT �� a 5 I to 0 OUTLETS 2 � � : l�r CO�� .. - �'� O i � � 4s s'�� �' P ! ac ems' 1� 2 2 any fUrtl 2 4 C S t �u T-+-r �-+. .4: , 15�� 152 4' j 4INLET 8�� i • O C ° C 2 7 I �� 2 CROSS SECTI N VIEW PLAN VIEW DISTRIBUTION NOT TO SCALE CAST IRON OR CONCRETE COVER BUILT UP WITH GENERAL NOTES BRICK AND MORTAR TO FINISH GRADE I- THIS SYSTEM: `'MALL BE INSPECTED WHEN LEACH AREA IS FULLY EXCAVATED AND WHEN ALL. 4 COMPONENTS -'.RE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, THE 1 CONTRACTOR S'-4ALL NOTIFY THE LOCAL BOARD OF HEALTH. 4" ' --4INLET 2. WASHED CP �U--ED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. OUTLET —T 3. A ATI "1 ALL ELEV C ARE BASED ON A 55c)MFn ELEVATION DATUM. • - I — — 3' _ — - 4. HEAVY . EOUIr-V ENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE 14 I DISPOSAL SYS T MS DURING THE COURSE OF CONSTRUCTION OF THE SYSTEMS. 5'-4" 1 5_ NO FIELD I'."ODI� (CATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPP'OVAL OF ENGINEER AND THE LOCAL BOARD OF HEALTH. I a 4-6 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN 4- 0 LIQUID ACCORDANCE V01TH TITLE V_ OF THE STATE ENVIRONMENTAL CODE AND ANY -.0-3"WALLS LEVEL _ - APPLICABLE :__OCAL RULES. 7. AT ALL POIN TS OF INTERSECTION OF WATER LINES AND SEWER LINES, MECHANICAL �" '�" • _- ':_.°:: •'•:'•°: °.. a :. .:v. .° "' JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES 10' EITHER SIDE OF 3 THE INTERSECTION POINT. SET ON LEVEL 8• SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY._ A. ROTONDO ..a CROSS SECTION VIEW STABLE BASE 06" SONS OR APPROVED EQUAL. _ COMPACTED GRAVEL 9. GROUT TO B.- USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE, -.ALL °.CONCRETE OR COMPARABLE) STRUCTURES N non TO PROVIOf •-=A WATERTIGHT SEAL - 10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR ASPHALT CEMENT., APPROVED II. EXCAVATE AL-L UNSUITABLE MATERIAL IN LEACH AREA AND BACKFILL WITH CLEAN BOARD Of $Eg,j,'j'$ GRAVEL OR COARSE SAND. Dare /�12. A CERTIFICA''E OF COMPLIANCE AS REQUIRED BY SECT. 2.8 OF TITLE SZ MUST BE B OBTAINED BY THE CONTRACTOR UPON COMPLETION OF -THE ABOVE WORK. IF AN �� "AS -BUILT" P!_AN IS REQUIRED DUE TO CONTRACTOR DEVIATING FROM THESE PLANS, FINISH GRADE OVER TANK= 98. 3 FINISH GRADE TO N of IJA.RT WORK FOR S'r)CH "AS -BUILT" PLANS SHALL BE COMPENSATED BY THE CONTRACTOR. _ EL.- �3�.? ELEV. 8G, 13. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. It LENGTHS TO ` BE LEVEL i O ' ----- �•�� �c 0 0 -j,*N_6 05- e3 7,0?0. 1000 GAL. �� i 7 s •• o. �'� - ; o o ► . . . CI REINFORCED CONCJ' .. --e ..•,-:e:•':,•o - � -•:-. I o , s e SEPTIC TANK ca DIST. BOX • w !:•'_. ': o. ••°'.o'...°.: 6 J-IM ►ll, or F_ X c A V A T/o n! d a ° !EVEL STABLE BASE -- — __ 62,0 SYSTEM PROFILE sir NaT� 11 NOT TO SCALE v 80• �3 v TA13Lr- ALL FOUNDATION ELEVATIO MUST BE TAKEN AND IVERIFIED BY A MASS. IZ E> ; . ENGINE.ER AND COPY SF:', TT TO BOA IR D OF HEAL TN . FINISH GRADE EPTIC TANK NOT TO SCALE ~' m 7H o T 6 s k tit AWEA OF JoT : �3j(53 5, F, LEGEND —100EXISTING CONTOUR PROPOSED CONTOUR 992 PIPE INVERT ELEVATION TEST PIT Q SEPTIC TANK o DISTRIBUTION BOX —W— PROP. WATER SERVICE LINE V, 40.5 OBSERVED GROUNDWATER TABLE ELEVATION RESERVE AREA BOTTOM OF PERCOLATION HOLE ELEVATION 4. THi TE T DES111-NED elf.. A h PkU /� it 2 i A�' s NOTE F2 • Y Top I 5C A! E I " 40 °..� L I N F 5 ARE TP Of r ,g�• 1 DARTMOUTH BOARD OF HEALTH 4 t P jec X I M A7-E ,1 k o- LIMIT OF 4 E XCAVAT60N_, 10' 8'-6 r- — — — — —qIf e I 9� 6 -p * 2I I - _ f— GROUT (typ. ) - 4 4" INLET �r`.�.,.. •- _ OUTLET \\ � - PLAN VIEW c , DATE: 13o m v1, TP 1 ToPSoIL � . �„ pEI3lei � �4• � FINF SAND � SILK FIIJF -MEP 5A N p Poc eET5 of (_vA W 5E 5.4 N 2 SOME \N AT F- 2 C° .5 () P,Fec G- 4b ;?A-r I .Z M IN MAP-0/ .20) i` 9 � EARTH BACK FILL , , \/A k► I I HI IN CAP ALL ENDS I� 1 r 1/8"- 1/2" WASHED PEASTONE 44jo • • . , , .,,,a . • o a a o y FLOWS�O,g � e6 0 PERFORATED PIPE INV. _'' D b BOTTOM OF �FFPtk ELEV. _ P-1 • r�' ` ° d i 3/4"- 1 1/2" WASHED STONE �► � L J v1 I T D F F_ /AX A I',4 T YI N SECTION THROUGH LEACHING _TRENCH NOT TO SCALE yr F_1vv Tr_" 's /I - G w�I`�� TA U l E. IJ I 6_1i � 0+ i1Cs✓ of an �n to liatiu � mrtmoutb Board Of Heald- - `�—�.�►�� �� Yr.AfS d �c i�, .� 1� �� ►v; r/.i �i��ir ��Y/ lid -i'i /� 11 I 11 411- 5 L 0 OUTLETS 2 2�� 30 2 • \ o +; ; r - �� ,' 1511 152 -��- 1 -- 4 INLET i- a 6 ° 8 L——L----I -1L- I J I" 27 2 CROSS_ SECTION VIEW PLAN VIEW DISTRIBU•TION BOX NOT _ TO SCALE ' 'I RUNNING -DEER ROAD A CAST IRON OR CONCRETE COVER BUILT UP WITH G I I E R L NOTES BRICK AND MORTAR TO FINISH GRADE - -- - I. THIS SYSTEM SHALL BE INSPECTED WHEN LEACH AREA IS FULLY EXCAVATED AND WHEN ALL 4„ COMPONENTS A,RE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, THE CONTRACTOR SI-HALL NOTIFY THE LOCAL BOARD OF HEALTH. SOILDATA'-� '' 2. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. F- PERFORMED BY: G d R EtJ&IIVFjLNG7 WITNESSED BY: ANTCIV,L 13ARt30ZA 4 4 INLET ' OUTLET— 3. ALL ELEVATIONS ARE BASED ON ,Q 55vMrr7 ELEVATION DATUM. TP 2 TP 3 TP 4 TP 5 TP 6 — — _ _ — - 4. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE 3 10A YST�= H COURSE OF CONSTRUCTION OF THE SYSTEMS. 14 DISPOS L S _MS DURING THE �— 5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR 5 - 411 ,. —� • WRITTEN APPROVAL OF ENGINEER AND THE LOCAL BOARD OF HEALTH. y ( 4 -6 6. UNLESS OTHER,'WISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN i-'--� 1 -7 . rki"" 4- 0" ACCORDANCE �'w11TH TITLE OF THE STATE ENVIRONMENTAL CODE AND ANY • i 3LEVEL WALLS LIQUID APPLICABLE LOCAL RULES. 7. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES, MECHANICAL �3 IIt S3 C� �►� - -=� JOINT CAST (IRON PIPE SHALL BE INSTALLED FOR BOTH LINES 10' EITHER SIDE OF n is S i�td toa�:.d�1 a ° 3" THE I N T E R S E C; T I 0 N POINT. =®� �� c �i�� for SET ON LEVEL 8. SEPTIC TANK, DISTRIBUTION 80X, ETC. SHALL BE MANUFACTURED BY A. ROTONDO a- Dept P�; a CROSS SECTION VIEW STABLE BASE (G" SONS OR APPROVED EQUAL. • S �. $o ����xo� i�Lctto� or COMPACTED GRAVEL 9. -GROUT TO B' USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE any vtrrther con 'liuOajon• OR COMPARABLE) STRUCTURES IIN ORDER TO PROVIDE A WATERTIGHT SEAL. MAP-tH 20, DESIGN DATA DWELLING u5E : z 7RFM611,E J,0AJ6 ,z' W112E TOP OF o 51DE T�FIJ�NF5 X I,a' PFF P x S' Lo�,l4 X Z SIPF5 x .2-_ o FOUNDATION ; � D a50 Grpp EL. 13o-r .Z 7eFNL14F 5 X Z S r 40A•I6 X 2 W IRE/RE 1,00 lOo Ca Pp �'o'fAL 674 YA 6 Ne 31_� o G Pl,2 SEPTIC TANK 10. ALL SHIPLAF JOINTS IN SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR ASPHALT CEMENT. E . +''�-S1.�St, ��(, ►� ALL hOTi,T`vTD��TIO�T ELrV�1TI0\TS NOT TO SCALE o� °,�Rr II. EXCAVATE AL:L UNSUITABLE MATERIAL IN LEACH AREA AND BACK FILL WITH CLEAN ,�j' 6 MUST LF it 1�rN AND VERIrT D �, Q � ° 1 off Ti o ' GRAVEL OR C: O A R S E SAND, i}; L BY �'1t,JJ . I' E'v . ' T y , P �,• G ,— MUST BE "Tit l01-t _ �- OIL R �jp�,jd 0 _,. } ' 12. A CERTIFICA"i E OF COMPLIANCE AS REQUIRED BY SECT. 2.8 OF TITLE SL .,. \TD COPY S ETT' TO He .l t,�1 �i1Spectioi, , o ., . of ALTO .Approval RCgUlredeeatiTate� ''' OBTAINED BY THE CONTRACTOR UPON COMPLETION OF' THE ABOVE WORK. IF AN a I-TE.\Y T11 . gilding -0 ., . ssmer AS -BUILT" FLAN IS REQUIRED DUE TO CONTRACTOR DEVIATING FROM THESE PLANS, FINISH GRADE FINISH GRADE FINISH GRADE � �i �� �� WORK FOR SUCH "AS -BUILT" PLANS SHALL BE COMPENSATED BY THE CONTRACTOR. OVER TANK �8. 3 ELEV. = F3G,� °, oZ'7 ,e 13. THIS SYSTEM IS N07 DESIGNED FOR A GARBAGE D► E L . = f��3.7 y �C, •.�; V.�SD T, Ist LENGTHS TO XC H u S B0AgD of H- L H BE LEVEL- Day-0 Cy B v i . ..O .y0. .'q� .-O •'�.-�. 0• 0, 0I D' 1 /D' TOWN of DART#1 • • O - ---- - 3 ! o v K - ' ,Q I� T U v G �� l� J> I (/ , a �/ p T 7 8� 8 0 0 i - OS_ ` 5 PR I lV Gr f T _P M TH � 7,v7 11000 GAL. 8 .17 D �tM 09: REINFORCED CONC..*v 11 P A b TANK r: 4 DIST. BOX A ' —------- ° oa � ENGINEERING CORPORATION STEVEN n. SEPTIC a G IOI OSA 6,1 ° cIVII_ �-IM►T 0f EXCAV,a-rlot4 _ !o o.'••'e. o'". R,O.A 75 TARKILN HILL ROAD NEW BEDFORD. MA 02745 j�jp• 32�� EVEL STABLE BASE -�" O DATE: CSC'•' lei s' _NT S YSTE 1V1 PROFILE s SCALE: AS NOTED N DRAWN: �A FT TO SCALE - DWC; TITI F DWG. NO. '7 CHECKED: Gt CG NATER TA B L E JOB NO: / 3 � �1 - � r • 1 i n A l � �7 z .. 14'- 4 I 'A' �N1IJe- LAP 2II7CTE r�2.35 t SELF SEAL ,1410 LE.S • LoT L�►V ES 5 Tt) OAQC�66o A� Eta T� 1 1 r f pel\IRE\vA WALrL PLOT PLAtJ IJO SGAL.� ' 821c�S� I P1zE-PAPS. GNIMIJEY SADDLE sELr -FLASW 1►,.311 I AtL N E A.D LOV V F_ Z_ CO-O'• BASE WIZE BAG K-EQ e r' i - � T � i FLASNIIJ -' D�NTI L _ Li Li L-i G m t� �¢REXT ?LYWOOD ICJ GUT TO GUeVE TYPI�.AL \VOOP SHU I I V-S BUILT-UP 6-.b E L • `-T ST � ��I Co X I Z" H OQ-!Z.• O IJTA�.. G cL_ ST'or1E _ = NAtzD�oA>�b 51D11J(� loij; Exfl v PPE�R LE t_oo t� t_.l � a s� i j FT77 11D z . . ... so)( (40 /-"C;' f ' "X 1O+ ' I 2'' X IZ" 13e�� JE_ fill it it V, IIH+Jll 1- 1 - — —� — — -1- 4 LT _� ►JOT 1iJ M A- EK.tA1. ' ' U ST. R , �.,a. L_� -- � T S I D L L r v AT I O Q t FP_0�_F E LEVAT 10 rd : r¢:�- I� , R x , ++ � stir �i �;� `• .7r for DoT• Cep -� .,. O`md, iri �.t>lonILE Y� 1050 SHEET -'I any f »rt%er ccn�tr�a�cion , DESIGN --` B TOTAL �- 4 E90t 0;/1^Z..yD.9N3R'/F1: s•.s>t cy.aas:t"KJR1.1.i.C:il 1 U) J 0 J I N EF' NOTE. DOUfSLE JOISTS U p ALL PA Z_T IT10QS . Z�x C' L e D& ;rc, STUB 1VALt_ BELOW J 4.''X 8"M E3E LO\'J Z"X0"_m ' O c.-"' "--2"Xa" BOY, 5►LL P-Loo 2- P- P-AMIQ(4 1 MOTE ' 1DO " ED LINES INDILA.TE T7A7_TIT"I00S FL-� L0W- 2- 2'' "x 12' @ 1(000 r• F3EA 0 -- W V J 0 J i I . N gU1LDItJC-� L11JE - SGIs.LE ; I8�= 1_40 • Roo F V ErJT 5 wl 464 SQ • IN NET Q ASPNALT 5N(NCTLES C- 7-JO W U MOU Lp (r U TTE I_ -) I ►'' x 8' EL. G L Z EL._ 2"x 4'-l(c C I L I �J C-, L-1 A M 1�'J Cl 4; W -`b: Use` 2=2x12 :headers ever al I exterior load LIGHT & VENTILATION SCHEDULE GENERAL NOTES bear) ng open I ngs Unless otherwise noted. • FLOOR L ! G !-i T V .E C',` I. Design live loads: s 7. Determine the exact cabinet Size on the job , - R. O 0 loll S = — —r- Roof ....... .........3o T6S F, after:the_wall finis"; has, been applied: AREA R EQ. ACT L R E Q. t ACT L ) ' 8. Exto for wall dimens- are to outside of Ceiling So P.S.F. I upQ�IZ Lwr-L ol2 Living Area Floor ..........:.. 9 , • dimensions do not include g 40 PS.F: r sheathing. ;Interior ! LIVING F.00MI 2.'�p 7..(0.0 24.9- 1�. > t mez Sleeping Area Floor......'.:....' 30 P Sy F. drywall I 9. AlI _doors and interior o enin s are 6'8" high I ' ring capacity is assumed to be P 9 9 ptNlt�� 157 15Z 32 a' 7•S 15 5fo 2. Soil bearing > . , _x 2500 P.S:F, - Unless otherwise noted. . ted 9 I I 3. All concrete used is` to develop a minimum 10. Conform to all dimer-lions indicated Yin compress ve stren th • preference to scale:l dimensions from the 21 �}.2 10.9 C 13.22, P g In 28 days as follows. Footings and Walls -'3000 P S 'I BEDROOM �u - b eprint. I Basement Slab - 2500 ,P . S ,1. 11. While l e every attempt has bee made in the I P�ED(�oaM 3 Ito Garage Floor and Stoops - 4000 P.Spreparation of this plan to avoid mistakes, G P Y the maker cannot a�larantee a ainsf human Bpru I 3 AI�TIFI 61ALt N too c�i� Using a minimum 5 bag mix er cubic ard. g, 7 Al 2"x6" and larger framing (umber spans error, the contract.)r on the job must check p�taTl4 2. 37.I 37 TZ _1.00 , _ r are based on the use of No, 2 Douglas Fir all dimensions and details and must be LoWM LfuEL LarcFi'(North) orequal having g a modulus Of.responsible for �sam? . ._ i n 2�5 'L� 5 -2O.2 L ll `d$ elasticity of l 700 000 and a'norff duration �12..Provide ground fault circuit protection for all J FDMtLY ISM I�• • . y design value of (f=1450) with a moisture content bat room and exterior electrical outlets: MEN :-not to exceed 19 percent. 13�Tt-4 3 5 4'• 5. Double floor joists under all parallel arts ` 'tions. # } MEN Vb I I I,SAOhLEI — PE1>�-' NE.AD TYPE L60\1 ETA Cc,-0" 9A��. WIP_E!B c>r y P I �f G ASN/�✓G,s SUD tl — I trLA;S �0V_S I i, Z' I J `s..i► Z xi 'J U 1 X 12' I10V_17_0 JTAL. 4'x U P PE. iZ. LEA/ EL F L O G Fz L_' s SEE w L t- s E G i s KA �I _ - - —. - - - - - - rx�" - .�-+�asNl►.� r eu��T-uP wo01 -- +- -� tJOTE — -t LoL 2" X 4. ' — — — — — — — — — — — — — — — — � �t_ASNI►J(� O�E>� F��ADS NAN�eA1L . of taLt_ Ex-r�eIC-)iZ 0P►.�(1!�_ �t•X4''• I I'Z" C-A IA01E OOT T'EzOT"EGTE1> T3_N( OV L T. 1 I� I Go►JC �>z a.pE GC)IJG. i3R1C-1G 1 Z1=TAININCY \VALE oo►�L -- lElk� SET \VA LL I t-- I SOT IIJ MA,t T I I LO\V�P� LE�/EL Ft_oaTL 11.11►J E.�I I I 41 — I Gf A IZ A Gy F_ I~ LO O r� L_ 1 N E �_ - I I I I I - €€ G O IUC.. A p T� O ►J t S T) __ —_ I I T- I I I I I I I (( r1-11----------I-t r1-�-- — — — ----- ---- —------L1f 1--�-- -- - ----I• 4-----� ----- — -------------------J--1 E-LE- VAT ION LESE-LF_ VAT[ OK� btf mst An A- • � , 70a, r- for a f c,-! 1 in ;, ion of Y i 1611vy;,Aally r._ .. 1050 DESIGN 1 ' / SHEET-2 - ROTAL - 4 f 5E 'MP{P16; i WIRING SYMBOLS R o — PUSH OUTTON �j SPECIA4- PURPOSE OUTLET I CHIMES 2 O FAN N TELEPHONE O TRANSFORMER I OUPLEK CONVENIENCE OUTLET DO DROP CORD 8 Ia T i I � i OTIEK a - NoTe� 27" f3�sE 0 CAOI►JE'T ope-K) To 'I B9•GA4FA5T SPA 6F F U Q.Q. D ty • CE, t l.. , --� ca N --•J - -,. �GECESSED LT. Z4 36 'Tj .....A 310 OD - -- 30 I {{ oov P fit + ( I 3o I ro ovTslD� o REF. I S pl.Asu$Ac� I — � O CEILIN- OUTLE S SINGLE- SWITCH (8 - Ir 30 I I Dt°5L. SINK. 30 30"E -. Zd- I I I Z I 13 e I I 21 — 53 THREE WAY SWITCH �� -0111111110 24- 4 — — — — -- — - iZ�4F3G I - - - - - --- - -- - '- - o S'PACEsaw RANGE OUTLET T' R �i 1 IERPROOF CONY OUTLET 2 34- 34 I 30 I ( — K��Vvp WEATF I � K T �o54T's �V D_ 34 34 3[} WALL E�RAC E S 1 PIF�SI ' RAt4C,E WALL �'''(3�-IiJO GoR G$ c- REF'• \Vb.L1 iC n :F LA{Z. E D AT B 0770 ' S LAr N D `CIut-T-s 17 c-1-4 �T ;.�T�L_E-✓T o•s 4x a" W P. PG G' '7 - J LLDS12S110 , I �1- o•. Ile :> � a. I� S 2 9 v eooa= LINE- Id_4 - — 0 3- 3- '' s 4'n 10 _Q �--� O S 3'-,oX 3= 2.. O S 3 DIV 1 z 41 �111 o S CIO 3, -, o.x -2" 2_z.. �.. o E8 F ' Div IPilo L-T is — P I V . 1 (o L.-T-s . . LTS . DIV L.TS 3 - 2'' >c 12' 6 M� _ Fv ER. ---- L DN ., .. Lf zL J .. 2,a x�=8' SNowE g AKFAST K 1'/4 QLZ. I O.S. =o' �'- 1" L C LASS SL I C� �a Q _ AT N 1A su + TE* - v► I Q ���� m _1 to TABLE �-{T'. No-r4: 27" MAsE -.. pI X r - w.. cQa'r ooE� ro vLA,s. �o 61 11 cr fE-D �0U M RseeAK.FA5,r _ r. N o 'd i I CLo. o z -� - _ m y 0 0 v �-SOIL PIPE _ _ ----� > I vi to +n AQ_�.t� to �11 WENT PT?- eeP �� ,� v� N f ' 0 \` C� OJ t d o►�E cou cz;� co►Jc_. Q } I TO oUTSVf. Yyl �� - - - - 1d 4 I I 10 d I 2 -(o Co -$ I .. .9 0 I Z _ rr, o►,� ¢"-1iZaEt_ �IL_L_ �ouuDEDI D -' U 0 - - - z ( I 1/ - ��~ 13 �x 16, � 4 sP I t11 Z '�y !>; (� I � I !- t r C, 4 E NA t �1`•��` N �OTE' O ►JE WOOF F I R-E c- Q I tL x Nn A t ee ( 0. m O t I J I P SLE - FA8 C O I N C,� V W (0 I= V AT.(••.i F I \ Q A r1 G C_ iZESISTA1,.i MATE e IAL v G�1�Ne-Y l- II 0� - X N ' - N M WALLS CEIL. OF Te. C Los # I ! =o >ra N� pat�Tl IoN o C Co f� . W. Ii-O' I .r, 0� FAQ! E2 _, 0 Ip - 1 , cc 0 1(- -5 '' LALL�( COLU�IJ t -' ?1 L-OC At` n.ol 1 T N I� 3�:Z" LALLi M-O" .J - " t -' S� O IJ FOU IJ D. ��/4L L I I I I GO ►JD 2 EGA i— �\ ty .Q Q I d X 'G 1zE FAR ' �- N _, W Lt.) E_ GA - s. i= 2 xX� o P14. Z PCy. I Go 0 - - - _ a ?.�- STEP �� I I 0 x H Rov S1-I. 2 =Ca" x SM° N z'-5' ..X 3'- of p _ .. m1.Vnl S ,�tKouV P oeS Fob. - J ------ 2-$ o .z „ .. 7-•. 5 .o -� J,1`.I PIT. �_ �E-Nr-Los�._ .. 0 Z ,� � .� �'}� � 1 }�,,,OE7EG1o� c.a �� Doocts �__ 4. 12-6 _ 12-% 12 !o�- - 12 !a _ N O SCU E �"I f I��11JG �Ai�Ylt1 N t- " - = _ I ' C ►.1 LA O J W! m 1"1 A t.+ (� 2'-O" X �' $" - - cJ W /' - �r 0 2'-8' , X (a' .. x �- l 2 COQC SLAB _ _ ,Z I} / p I �__ I �},� SOLI D CORE 2 ((0'-8. n ( I Co" P QO J. U GUAIN IN IG to F-I►�• OPC�. 1 �V \ l� m2 I � " Co=O' x �o -g* rim. PC I p / U v( o 2 - I I ,„� Q �--� o �r LINEN o - I G _ 8'. 2 ' 3'. �' , s sNs. N v_ I p 1 d N C LO, 0 CONC. �_ I- ti N I 10 �T-kla ULD h 0 _ N X J Livl>uel 1 �o _ (I 1 b N x I p �..^ I `p O I -'a- W p- O E M - peoP ToQ O1~ — ___I -- N >r'o u ►.� D. ��/A L L 3- I f L t- — „�.� o_ d Ap I �t a rz c� o M 2 �� a I(.'' x g CO+JC. F1'�4S X p -�' - EEE1 I ST�tZ,K7 3'�4�z" 3� 4 �Z' N J3'-0 a'-o plfv 1 „ . N I -Z 2 2 `B I 12_- �- `� ... i 9 - 3 - --- ti l - 9 � a� A.� Dig C �. 8' CONC . \VALE d I I LO\V -- - ' Z Co 0 Ca-9" x= - 19- 3" ' STor ACHE ICc 8.. C-40 F r 0 . , . I z 4— A 4 A ( X MUST KEPI , - - - - - — "x 3= I o'' i - I- - Io s . '' 4x 3=10'" I ' - - YOUR DRAWING 1 » o.s . 3'-4' x 4' 11 1 0. 3- i4' X 4'- 3 4'x4 �' 0.5 3 4"X4 u.. , 0 5'S 4 CONC. \V Lt_ AIV 1(a Ln',.EA. 11 DIV T LTS. I-ZjC(p -�g' DIV. 1(v L_TS• 1 'Lj'S. ' DIV I L-� S 1 8 II,- 8,. 9,_ 8 a�_�. AT THE BUILDING DURING THE o1V t L-T'S. ,I I �' ' SIDE LTS II DIV; 14; 8_ 4 ►: = I — _1(o"X 8" CONC. '!_. PROGRESS OF THIS WORK. 8=4" ' Ii'_lo I a'- 40" 8' 4„ I( 9'-8" 4'-!0" 7-1 'T 1 " I I 9 , 4" '7' 10.1 10, Cu AUILDING DEPARTM T = I 5 O'- er I I I ---- Town of Dartmout '9 �I '- t- I , - I T' 10 -� - g-- �Sl I I� 2- - 2' • x g SEAM ��SZG N B I C K PEiz I ME�"EK III 1 r' rt I ILL -T12'X1�„'' C0Qe PI=R - 8,1 GON�F� OR. :` ..� .: I L- - - - - , ,, 1 Sjg) 11 (I B1 T L7 p S,1x vY D GOL 41 2 4-x 2 — -- - „�"--b I GOIJC I � C.0 "C FTC �_ _ 3 8" S DAIS - - -1 �., ._ �: _ _ - - -_ S'- ., I in As B• io t 'z n uv,-t - "` r OUNDATIOM LO` LP- LF-VEL_ PL�,N �. L - `' UPPE LEVEL PLOOP— PLAN ,� : linmfor 1 ��) s 1. G CA-Tl �C /�i� �' �/i � � ���� ,c%/f%� y �'�T 1�{3nstruct 1 1 10 5 0 SHEET .� � �� A/O Uh' 0,6 t2 GcZav4-v �w 1'.-j ek DESIGN — 6 TOTS► L -- 4 Lj. it •�� '�� f