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BP-145J o LOCUS o Q J �slDES CORNER RD. 0 �.r�.�a.a.w:ay....v aoes.r.ra-cv.waw_r.� �,. �ar.�p•.,:.......�..n..rr 1 TOP OF FOUNDATION=104.89' SLADES ;FARM LANE ASSESSORS MAP 8 LOT # PART OF LOT 21, MAP 27 PERCENTAGE OF LOT COVERAGE 4 SUBDIVISION LOT 18, "SLADES FARM", 7-10-85 in / `� % FILE C'r'93 RESERVED FOR BUILDING DEPARTMENT AS -BUILT FOUNDATION PLAN SCALE: Ixx= 4 Q APPROVED BY DRAWN BY oArr OCT. 9, 1987 DONA L D S YLVIA OLDS BOSTON LAND SURVEY CO., INC. DRAWING NUMBER 172 WILLIAM ST. NEW BEDFORD, MA. DIE?ZGEN MAS?FP FOQU ♦CgLdF FINISHED GARAGE FLOOR 101.0mig FINISHED FIRST FLOOR Io3.smio TOP OF FOUNDATION to2.5MIN FINISHED BASEMENT FLOOR 95.0ruN INVERT AT FOUNDATION /Do,Z0 INVERT INTO SEPTIC TANK 99.55 INVERT OUT OF SEPTIC TANK 99.40 INVERT INTO D-BOX 99.10 INVERT OUT OF D-BOX 9S.23 INVERT AT INLET OF FIF-LD 96.71 INVERT AT END OF FIELD 9S•5 ELEVATION OF BOT. OF SYSTE 98.0 ELEVATION OF G.W.T. 93.0 r FINISH GRADE 100,2 MIV, PROPOSED GRADE /Do•2 NOTES i i FINISHED GRADE I�L� MIN MIN. .. 99,E ,t' ' r I¢" E,cIsNG-99.0 3' G,' Lo' 3" 14* MIN. COVER MATERIAL 1. The sanitary sewage disposal system shown hereon 29 . 9a93 1 2" MIN. . ` " . '. ° ' '' r , Ta shall be constructed in accordance with the ° I, S, CONCRETE, �• ti L „ J-„ - 2 WASHED STONE 3. Y requirements of Title V of the state environmental . -.. END CAP, EL. 9.s.S IL. -_ 8 2 �' 3 ° MW. . code and local Board of Ifealth regulations. a _ 10o.2D 5 99.s .' • 2 et i9 OR VENT TEE '" d 10 4 "- I Z" WASHED STONE l' i.iovic ��cu `I - nw. 2. Any verification or modificatins to this design 0 it %$• 5 E L. 98. o tfilm _ 14• must be approved in writing by the engineer and a 99.p, 98 4" PERFORATED PIPE /8� the Board of Health prior to implementation. a '� .•.. •... •,•.•. • . , .,• 0.005 SLOPE � . (Co S' (4'+ 1' H ANC II CAP - -tee ° �E ° , 3. Notify the local Board of Health when the system 4" SCHEDULE 40 PVC SOLID„ «5 MIN. TO WATER TABLE -72 B.o.. ; . is ready for inspection, prior to backfilling. PIPE OR APPROVED EQUAL EL. 93.0 MAX, GYr,T. y ; 4. If c6nfirmation of construction is required by an 'Ievatlons Must not be = = I0� �� engineer, notify this office prior to backfill of Changed without BOARD °" the system. • SYSTEM PROFILE of HEALTH Approval PP LEACHiNGI FIELD SECTIONO 5. Contractor shall verifyand check bench mark as !l shown on this plan prior to construction of the NOT TO ;GALE ALL FOUNDATION EIEVATIONS MUST BE TAKEN AN) VERIFIED BY A MASS. REG . EN3LNEER AND COPY SENT TO BOARD OF HEALTH. i no approval by this off. does not guarantee the effectiveness of any Installation Dartmoutb Board of He I-OT IS ON A PLAN of LAND F-NTITLED "SL.ADES FARNA" DATED: JUI•.Y 10, 19S5 AREA' 40537 t S.F. AR-r-A of IMPrRVI6v5 covr;R: 150.7,1% OF LOT 151=NCHMARk,:-WP of GON c2L-`iE Bountb. ELr 100.00 AssumFb NOT TO SCALE SYSTE�I� IS 4 THIS NOT DESIGNE T J ACCOMMODATE A GARDAO uA DED DARTMOUTH BOARD OF HEALTH s NOTP-S Is 1 rr_. proposed system. (('-`Q E� T 1 nL C J 0 GALLON SEPTIC T K 6. Soil logs indicate soil condition, percolation ` V �+ rate, and water table elevation found at the time and location of actual testing and should be NOT TO SCALE_ verified at the time of construction. 7. The septic tank shall be a 1000 gallon Linhares Precast, Rotondo, or equivalent unless otherwise specified. The inlet and.outlet pipes are to be Dj, (� fitted with tees of proper length. Concrete BIS OF SAKI i�.`FRY DESIGN strength is to be 4000 psi . 28 days, and E reinforced with 6 z 6 - 10 x 10 wire mesh and conform to all ASSHTO H-10 loading requirements unless otherwise specified. _ NUMBER OF BEDROOMS 4 GARBAGE GRINDER NONE B. If any components of the proposed system are specified as heavy duty, those comporents men shall ESTIMATED SEWAGE FLOW 4'40 GALlDaY conform to all State andrequirements . Local requirements for SIZE OF SEPTIC TANK 12.50 GAL- ASSHTO H-20 loading. PERCOLATION RATE 9 M►N/jN( y 9. Septic tank, distribution box, and leaching pit DESIGN RATE 9 Mw/wCH (if any) access manhole covers are to be built up to within 12" of finished grade unless otherwise LEACHING AREA PROVIDED S'wlb-rH x 42' LI=NGT+1 = 7!7&-00 S.F. specified. 10. The distribution box and septic tank shall be placed on a minimum 6" compacted gravel base to TOTAL SYSTEM CAPACITY 7/s6.00 S.F. x 0.59 GA>�s.>-/ f _ 44&.04 prevent heaving or settling. roT/L = 44(. o4 GAL/DAY 11. The pipe between the house and the septic tank REsE(ZVE ActFA= _srAE_ shall be 4" extra heavy cast iron, Schedule 40 PVC, asbestos cement or other material acceptable P j�to the approving authority. The slope of this EEP TEST HOLE I 1 OR ATI \/ fpipe oot) must be a minimum of 0.01 (0.12 :>>ches per TEST :PrF # 194 -il_ST' T'rT # 195 TEsr`5 T/M<z:rS BY: 12. The distribution pipe shall have a slope of 0.005 0"- 6" HUMUS O«- 8" NuIAVS MICHAEJ-. ZIOBR,o (6" per 100 ft. length). 8" 3l0° GoL.D 5✓>ND1' S" 32 GOCD, BY 13. All joints must be watertight, sealed with asphalt Su35oIL SU13So11_ SUSAN GRIFFIN cement or equivalent. 36"'48' COY FINI✓ 32."-Sd F'NE -MEb. I-28 •56 14. If leaching facility and septic tank ,are located MSS. S4ND W1 SAY . GI'AY SAND at least 25' 'from the house foundation, a 48" 100" L16-NT r3Roh/N WATEK F1''UND AT 72" foundation drain may be installed at the owner's discretion. FINE C.14IF6PtA SAND WATER, FOUNt> Ar 72" 15. Excavate all unsuitable soil in the area of the leaching system to the limits specified in Reg. TEST-rAkEn► AT (Og// 2.17 of Title V and replace with clean, coarse sand and gravel. 16. Any fill material required around the system, beyond the washed store. shall be clean coarse washed sand, with a Pere rate of less than 2 minutes, free from fines, clay, organics, stumps and stones. 0, 17. Grade of the first floor of the house is o° approximate; it may be raised but not lowered (� •� > 8 �- �° 1 without the consent of the engineer. 18. Unless- specified in the design analysis, this O ton 13 �tl 0 ° "�" c x system is not designed for use of a garbage 4 =`°';, O ( �_ fr grinder. �< is 19. If any leaching area concrete retaining walls are nab aio90 ::Cenl '�� of"i ti° 1... i; t 1►.'� -O II K tt �'NewB ford Q ° ° �_ - U p Pity R,fle Rafe e dleys orner ' / O ° Vlo0 - - o *_ with 0 : es_.0 no r 0 08 0 `r ia IN yl shown on this plan, they shall be constructed 1_ Tb LXTENp mWN watertight, without weepholes or other pervious "BELOW F�USTINCG GRADE. construction. Should the resefve area be built in the future, it may require the extension of these retaining walls. 20• Top 8" of fill to be topsoil. 21. No heavy equipment shall be run over the disposal Board of Health Inspectiol system. Required when Excavated 22. For proper performance, septic tank should be inspected annually and when the total depth of scum and solids exceeds 1/3, the liquid depth of the tank should be pumped. N01-as 23. Plumbing in the basement shall be limited to a washing machine if the invert of the outgoing pipe A. THE EXCAVAT23K SHALL N(a7IF`( is higher than the finished basement floor, unless `TPE L cAL BOARD OE HEAL-14 fF otherwise indicated. G{ZOUNDW/Al'i:fZ oR PERC1.►ED WAii�p_ 24. If any haybale checkdams or silt fences are shown on plan, they are to be staked in place prior to IS ENCUUN-tFlel�i ATA H►GNE2 any construction or excavation and shall remain in ELEVATION -THAN INDICATED ON PLAN. place until all construction, regrading, 13. FE946LA-T►ON AND G•Ra(JNDWA-rFA replanting, and inspections are completed. -MST How LoCA-rIONS W� LEGEND osTA INbD FROM LOCAL 7>oA(Zb of EXISTING PROPOSED H EA LTN RECOP_DS� AND WERE ►vm- `TMF- Qr-`,UQr5 (OF AN INSTRUMEN1'r too---- CONTOURS 100 SURVEY. SPOT ELEVATIONS r9►.r -__- PROPERTY LINE E.P EDGE OF PAVEMENT STONE WALL LOCATION AI:a WELL _1� DEEP TEST HOLE O LEACHING TRENCH NOT TO :SCALE SOLID PIPE N 0 TOWN USE ONLYTi E{of SUBSURFACE SE WAGE AGE DIS SAL Jq An As :,i?rsY�i3`s R y t 1pvcy must be �\ LENARD O N A L D S Y L V I A CIVIL Ga th- AdineNo.26695 LOT 18 SLADES FARM ROAD �,� Dept . prlio- to cmifi� for ��\, ` �� T o ;FF'or a foundation DARTMOUTH, MA. foundation ins :, '�:� '�'�'k' 0my !'�co Pic nmruction. .APPROVED f�G�r� trsfixn It�tYiPPxt2'( (giz.., c Tnr- ' BOARD of HE UR �QQ t.Ord ono Date C, .2-k? ������ °F� �sgsS9�y 172 AiUiam o$L Pefn 29gbfarb, c 027417 ► G NNETH G g� KEe s _ RrlJOB NUMBER: 0.8.�. #394 DRAWN BY: TM.K TORN of ARTlVIOUT FcRREiFiA N SCALE: I" -so' DESIGNED BY: Building e, rr'O N0 2°71f' o issioner DATE: CHECKED BY: WFf &@,s�`fie 1� �` At ��v= CONTACT PERSON: WILLIAM F. SMITH DRAWING N0. ADDRESS: 172 WILLIAM STREET TELEPHONE NUMBER: 997-6410 3 �ea V a43 eo 61 s1�Il�aske� n r{ 411e d i s s _= • ' w w DINING ROOM 's f Q . V LIVING ROOM Lt G r e.0 .o 42011 -• off�31 I ; FILL . del�� ,I , OFr Ir.o.s.l O / I / I / /I , / 11 • I/it /I t2eII /l ,I ,� , 1 • Gf / I , I . I I deI 1 I I . I I .S - GARAGE of + w / / I I —_ CENTER 1100► Kw TO K: ! 11 t•- I !t-•- M.t . j , _ _ _ _ �I _ _ _ KAIK - t.e* t fl ./�' �tC.IJr•. 1 • •• w /pu / Los" ; FOYER C�,y'Lk 11 /`\• It- NOTES: i) IN (44) 2Xi2mBER SCLGCES OR ABOVE2) 2XiO FLRPAN IN CENTER GIROER. SAMEAALL PPLIES FOR 6'00 SPAN IN CENTER WALL. R) MINIMUM OF 4- ELEVATION OIFF BETWEEN GARAGE 6 INT SPACE CG-sk me re- DEN , hG- 11. 11• 11 • i• � O tM.• C 1 n K A. (2) - 1 • R GtJ ir7 i0Ow S SCALE: 7/32` a l'0" i CA xe 0 ce� cAk T, I m 11 pffftl PENN LYON HOMES, INC. fir....,.. _.s:--'••-ze--�:.,.. _ . Am Ac '.& mast be DerA- p:; to cag for lYWll 11 ,,T,E 1'I11fKL4 n. DRWN BY: GGW DATE: i -26-87 CHKD BY: DATE: 1ST STORY L LAN N0. 605100 i. YOUR DRAWING MUST 8 KEPT Vt qr 14 Yl-` AT THE BUILDING DURING THE PROGRESS Or THIS WORK, BUILDING DEPA T14ENT Town of Dartmouth Of i 1 s (D j3046 s�• o• BEDROOM #2 O CLOWT tell ,per , t• Is 4• It, . 11 L------ b VV 1 ❑° 7 i :• a• r : tn• BA'(H #2 rAuc-IN -• BATH IF10 O t•Lnscr o i • 3 : 1 cLOSE'T 03v O 1 s • aostT LAMA nlMd ♦ ♦ I / / I ♦ I I ♦ Y�6 t!4i/J0 it�.�•i�>r tJ l��G Vim/ / Q / I ♦ I I ♦ ♦ J. I Ij ♦ / I / / / I ♦ / ♦ ♦ ♦ / / / / / ♦ I / I / ♦ I ♦ / if I ♦ ♦ I / / / / J./ • / I / ♦ / ♦ / / / / / / /f/ I I / I / / / ]' >1• t [+�+��.�i / / �/�� >t-0 itC-t -6 ORYxa—/ !ram Y w 06s BEDROOM #3 • to — ❑ BEDROOM #1 �.To ECE4 r BEOROOM #4 �, , ^•' ?1 '- Ln"cy rust A �5 a� - - -- LAMA ❑�� CJ�0 It is' •• tt• r O I 3046 7� d� PENN LYON HOMES, INC. to t.11-- Building �c t• t callingfor Vo °onndati©n impcction or r' further construction A uuR DRAWING MUST BE KEPT AT THE BUILDING DURING THE ' •• PROGRESS OF THIS WORK. T,)wn At DOrtinaltkh WHITEHALL DRWN BY: GGW GATE: 11-4-86 CHKD BY: DATE: 2N0 STORY LAN N0. 605100 m I U L #_E� ��� �� � it's•-+ � ).. A t: c 7�r.Gd 2- ! 5LAt .7.",,Mp 2").(" gpr4ox. U!t yiS i { SO GAJG 540 e"O M 4 God , 1=o0'f1�X+ 7rIc4L ._Gr10N i 14FUL] FOND 1i0N WALL 5ax.3��= IV I, ►Oy •L. J i. tu FOU W P6700 Wes- sp4u- 5114Tt �+JILDI N C.5 . ci.EdaTl oN N � T1�N 7AI .E N 0L-P tvs7r,J �IwOele-Wa- W41WC, +7Z wJILWM 6r, W5W s , M45S, All 3"colic.e3 oN h .(/� �J9!= � � ..•- � W/ 112 Xt'':i !! l N a j :Fa, I LAYs tu.Y.(4M "Op,®F 1�j ,__,( F����oii��..r �"' Et,�/, 102.50� / �a lf.j�lr�✓ I I 1/1' 4,'( I A, L&-.4�-l0� ' tti �L,.�v. - GIs• o � � 1 _ 4-• 2 to+x 2� x IDS Tf�jGr`- " r Ge7hluo!'"ji1 V'!,/� 1,'7' �` �� ` �• ter, c s �AAZ I w Ay I 1�; x e c0uc•• �• i 1 rapcPst�E�EtI•• IpOA YOUR DRAWING [AI13E KEPI _� -- — — AT THE BUILDING DURING THE PROGRESS 0F THIS WORK. i � �1- peop 7,01W ®c rojwJ>ef o�j 2-ry vi.Fft..lda,o );La*. ` YG l) ALRTMENT cr -- I --- oUIJC�ATia�! FLAN14, I M r.. 11...e El i` .OR D J ALD SYLV IA t 651 DEW LOT 1 5LdD�-5 FARM KOQ D �o Q- � 7 An As Built Survey rapt L /2� � bl-.I*tt to Cin Bufldin } Dcpt. prior to caUhal; for a foundation in p^ctinn or any further construction.