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BP-11905- - --( i ( N / ! 31' �'-(a'/ it — --�Li I �-- — — — — — — — — — — — — — — — — — — ( it 1 2tia e-00 4--0Ci t l 0 co `v i I Via, eA/JC 1 A...1. 14f3 U_) 4 ;t^ I 0 do . I I 7O _o — p O t• i ( � � \\ NOTICE - --� I SMOKE DETECTORS shall be installed in ir — — — — — — — — — accordance with 780 CMR, Section 3603.16. HEAT % e t - 4 i. C .'11' # _Ii —i ' DETECTORS --although strc:)ngly recommended �� - - - - — I I I I I are not currently required per 78C'j CMR, Section 3603.16.4. PER THE BUILDING M,PARTMENT i I i iI o ti4� 1 P f ♦ d i Ielt1 I .r �yljrl. , G70T+h} 2 0l i RRE STOPF ING REgUIREMZ T Salj,40JUIBE S',Z.E A i DEATH — — — — — — — — — — — — — — — — — — — — — — — — INSPECTION' IS I•eZ`UIRED BEFORF FILE Copy PI* Oatratlons fhrII rafted ima.11s and floors shall bq THE COINGRETE IS POUREM .m i �� i�! <,f ci is c;.i �I"*e !`'E','ate, of iPiti� P n in the PUII_DWO DEPARTR�EI'�'C passage GI ('z, :: ee 3F. `` TOM O3 Dzst� -`h Gasses when I ub,;SCt to the rqIirl►•Infs a the Test Stnr1 FOUNDATION AND -BASEMENT P L A I� fOr R110 Stops ASTM-e-814. SCALE 1/4 11 _ I 1 _ O 11 YOU DRAWING MUST BE KEPT AT THE BUILDING I TIDE mq PWQnESS OF THIS !1K. fRAW[ AIMS Gt D FT E CT r�r OR S- C E I_ NO"I TRH#► Ist be a� ;. F L (� AUIL Iing qo J x Z -,, I 19-0 A rn as• a TECHNICAL IMAGE PRODUCTS P �� A �... hn-1i T& OF VMW, I M NOTICE'', YOUn DRAWING MUST DE KEPT t• r wa,ts and floors s Pcnet•^ !, 11 t•��@� ,ITT THE BUILDING DURING THE � Pint! - R . t1 is A r *Q• :`,.tv tl ..:.. '•9—v.... ,.:. . _ r to t'it.'Y@ntl[lROiaRE�S OF 11 k S >t"'ORtC..1 t a. : .� • * rt� Oc. a�i.. Of � i1,i1S'�`3e SO :red with a tt'mat� � A �� t,1� _ k ;u e ,.�,.� I when p ...z. ,� e of .-s� ^s Vnn : ," . , r�... s Aii t11 s^ dam o 1 a Test Sr Town of D n ��,- ., !o o to e r�q�slr�,: en�� ®. the ' ? . _r to calling for } Ire St�sps ASTM E E14. ot 2 foundation inspection car f fu r coUcti®ffi.. SONG -TUBE SIZE AND DEPTH INSPECTION IS REQUIRED P_fFO T CONCRETE IS.POURED Trwn of DarbnoWhCOPY B/L e4 1060z o 9 O'f /O'—O"I T %K/2lflfb rREdJG' SL/DER O O - - 7WZ/1. 6 s ulG 6 068 I '( \ f ttJ 0 6 B 6B 0 1 L 4 , p NOTICE 14 4f•� V N &EEZE WV t � 0 SMOKE DETECTORS sha' l be installed in �� %�� i C��1 ti�b accordance with 780 CMR, Section 3603.16. HEAT 0 V3/ /� DETECTORS -- although strAngly recommended 3� y are not currently required per 780 CMR, Section 3 �Osk_ I 2 3603.16.4. PER THE BUILDING n PAR NT �x/z13/O N JJ1 0 J _L o r- - ,g`L �p 9°�7' of/a 0002 ZZ_�4 I 9°>e 700�# 00ae 3 I 01 voom � wort � I — � �a n T�U�4-�6 ru�z�4b t2 S.L• 12"S.L • �z0211 7u�y�4� CC' laOi psi .l�G� �- V N wM t � j- F'� a, CONO-TUBE SIZE AND DEr TH Fa U FL.Y' 4NOPECTION 1S RmQU'RED SEVO:13 THE COMR@TE IS POURED. CQ VTR10 n L E C 0 P 'TOM of � �1%S, it, n FIRE STOPPING REQUIREMEW tl 'ioras thrru rated YOUR ORA',-A �C c ' T tz: N Op" C* B walls r-nd floors s ly �� THE BUILDING Du�rr�s� T�� S"-Qled with a material capable of pretrenting ' PROGRESS ore rra wane . pSss�ge of flame-s end hot gasses when subys l ��}�®i��ti n �s��-° � An��s 4 f� �� : ° rvey must be" to requirornen►s of the Test Standard T tea S �� cd to ' e IBc�il�ng r Eire St s ASTt-A-E-814. "� `�, : s, Dept. privar to calling for a foundation inspection or yfu r construction, , I I I I I I i r I r L = J-J P C30U TS <TECHNICAL IMAGE R C TECHINICAL IMAGE.PRODUCTS .UES[C,J��' WOTEG. ... . A I— � ® ♦' w wIe' T t Y R^.t.. �a �°.+... - B EV6,. _ UUPIS ••aP"k - b 14Av I t") , �J t t - T" , i/ CI4'# =a- WMs Cry.✓ ` 1^ t l" R p ei �g C } �. f " .-..F1 02 - o 5TS Q 45'"� ".f� 1_A L C.=. f 1 4;ZT1 710 0 • y, - IAA A RD I<-t, IJD 451 1;R.' W L L Lyt?C+�' S � 6I 6., 6,UJ f J c� 1 r �' IS L r, i _ u IC)' r "` Ate. �•;•� tN I V 5 erg' tj D f) t✓ :e irk I Vo t✓GB L-e - 4-. t,.._+1, + f u :• 0,t ,<sr „- A os7)-EZ/ /0y LEAR OR ` t.1 1 -� p� A? `` . �0 �-� 5-� � � r ._ , +� � \.,fie '•` L_ ,�'°.� t PG.� 4LL PM1 1,3 P t•PL ' G � T } ••' vl �� G jY� is e�': t 6 rf A" k i 4 w m —ALL AL TyyUM AX7V VC�Pr S �4(amM/ {3E, .8� f } � ♦ -... f '> +`.,. 1 ',.'1,. 4- ..,.. R ♦.; ....: .,_.- � ,o'er.'. -.y 6.5T 3 � . . t f f f W �� 4>„� 1.,un T u f •1 , / u �� :� � )WOOD tit t1�1 i}`l P4 � _ .- SC d F" , �, f f �� .ryj�.{•yy...�-�^ pJ . [�� J/5 {�q{ j��•+ / .. '�+y/ �•.�yply�.y� {'� (yy� (. � f 9.-.,` /(� I `- 1 ^� 4 CL e P t Y � V 4� Y • 1Fa4�41�`+� • 1. � -..#�� -4d !✓ f'"a.g� � • �! f" i � i v 1 n�y� J�1s�13S &O-ff V�y� �.�i�"I OAJ� 8��"..,E 74T'T�"".S A • ,� r �` •�" � ? �. s., <,, .� .�. ---7 ,#I . � ,& y ��',�, C.�k:� � � �. t ��? �.. R�'t�.L�1�Y' �a�S��A�.t � `�"� n��E� fov 4.i zst 2 4 C ,.r L L ti �. � �. °. �_ � 't�.,aT` ,� . � i i�,9 �' (� t 1 — d 1,.. t_ �J � I� � �. ��. �- •�` I� .I� "�'�,� � � `� ,. Of 4 2 <<��.�-�' � �,'£ •J . - ST1�C-� .., 4�� 0 2. c Y-� �t9 i � �i I.rt.1 � t �. L. � F i � � '�""�" �° � � �`�" ,A( 1 /, ,fin /� 1 t� 40> a .,...4u,,,,.'W's^ •Pµ i f",. 6 �.ra €"•t 1 A.i 1�1 5 _iM•+- 4 I Culp' 1 Vj 7i, _E:; C•-•sr-.�,.✓,..:.�{ +'yc 6O''BOI� E.E�1�R 2 •-Zec/o��lr�.[�'60�' �' �.•,',...A � �'v �; •S€/,f cam. CAS 351 2'��/O"G� GamLOD,c JOi.STS A)-rY UIL-F &,°_ kz)l ' ,ti 3-Z"sc$��IE.dDE'R An As _ r` > ' , ¢L,. 3 c � s 1 ID7141"M3 W-3T BE MrT »a AT THE SUILDI G DURING T Sz . Dept. to calling for � , � � � �°�y -, . x y h o v r foundationcos tion 2 - zil 8 ` h any further co11 ct;-M, �I7 � f P17-0 er- . A * • •°`- Q'I or :; 0 4p.� ns? 4 � y 2 �. if J W t� , 0c--7 *? T . 1 F 50N0-Tt10E SIZE AND DEM v � A Csnl�p 1 U, 1 z E r.`"rn, , MIrcTtoN IS MaUiREti sEFonE 21t �lt..•l�tb• �•ai""�� ,fi `- f THE ; CoY'�ebR�� 1s POUt� 0 ZWO iPJ {., r B tie. � •,, 1 TS ; � . l%� I� r� _ .. .� o .e •�ois 2-Z �8 R7"f1 6 0!5U 1—&TI a 0 R. Vt V') its `- "' L .4a.. I{ 'tJS��.'�i i0 R'-�t � - � b Z,�$r,GE �' ••T r. :FtkAIS4C,i. t N) t 55 �1z4_Dr is �F3 11 4• D FIRM L VL 6,17RDC�r3_1 STOPPING REQUIREMENT , �* tw W ,& t_.. 3 Va ` r ,� ��, � �. �? �..� � � as t'u rated ��ls and floors shall stad vjE' a material capable of re"n fl ..�� 'a • rs.� �O � �.� �'.. I �� , s �e Of' flames and hot 9� � when s�!:J b• �, cyo to the re ,,11irements of the Test St n nrd spy j 7 z It b; tf v;6 �, � ... .. �� -•- PROPOSED 3 BEDROOM DWELLING .-b.d•. W -..30 � 1 2 ., - � LOT-33MiLLER1 S - DRIVE .NORTH DART MOUTH, A T"O I 1 �=- i APPROVED BY: ' r,.p;p•„ !', c.,.l,,,.t,-- ""�"" _. SCALE :AS N(OTED DRAWN - r oATE.NOV. I; 4 '1998 REVI ED SECTION s ; M A ,. MR. LINO: AND LUISE CAMARA SCALE 3/8 fO ARCHITECTURAL DRAFTIN DRAWING NUMBERLINO PEREIRA 35 WES TVIEW STREET,NEW 'BEDFOR6, MA ® of 6 .. E TECHNICAL IMAGE PRODUCTS 268.00' � 1 _ JI Y 134.10. Lot 33 53,737 s.f. ilRTIN PtECORD PLAN Copy ()t This Endorsed Fran tt Be Mt On Site anci coon t -t1er1 277.98' Me : y 273.45' i bCIST1N8 Lot 34 � 0.t:,,87 0UjVDAT1oN Lot 32 6 t86.82 110 0 ® ti r W� 78.5' 77.0' z Z FOUNDATION AS-B.UiLT PLAN a J N t SCALE L. 30. APPROVED BY DRAWN BY o f DATE 5-25-�9 REVIT'SED �50.00 __ CONSTRUCTION LOT KS MILLERS FARM DARTMOUTH. MBA MILLERS DRIVE KENNETH R. FERREIRA ENGINEERING, INC. DRAWING NUMBER 46 FOSTER STREET, NEW BEDFORD, MA. 02740 1 SE 6514-33A STOOKDRAFTINC FORM NO<101.61 j l / /! a - LOCUS MAP - NOT TO SCALE LEGEND EXISTING PROPOSE=_D 100-- - -- -- - CON `OURS c 01 • 9 Sf'01 Et-EVAT ION PROPEPTY LINE + E.P----_------1LDGE OF PLVEMENT ---- - t t _>. STONE NA' 1�. WCi_L 0 (� DELI' .TEST HOLE L1.1,r.11ING TRENCH ---- ___----- f'1 I1M[3ING PIPE PROP. WELL ego\ F/F/F= 190.1 T.O.F.= c-INISHED GRADE--186± 189.0 183.93 12" min. 183.46 •; 183.7' r .�..�--�.,..,.,., .�•183.28 SCH 40 rn ; j �- I! S= 0.02 r-o UOUD LEVEL N. L= I8' S= 0.01 i 1 '' � 14"�:, -• 4• MIN. F/B/F= + 4 5 150C GA'_. SEPTIC TANK 4.25' PVC 10' AS BAFFLE OR EQUIVALENT - t0.5 BOX _ j M 183.05 SYSTEM PROFILE NOT TO SCALE a -I2" CLEAN WASHED 5 W/PEA STONE COVER 4 ROWS OF 4" SDR-35 . (28' lengths) PERF. PIPE OR EQUAL ►74 .. ZG8.00' \ \ .. . Lot 33 \\ 53,737 s.f. \ \ l \ 150' \ l., LOT 34 1. fj87 187 #33 PROPOSED M 28 DWELLING N 1636 .0.'_ 70' 38 167 Lr Ir 1Z187 BENCHMARK: s=02 15 00 NAIL SET IN UT. POLE SEPTIC CTArA NK 33' ELEV.= 181.79 5 TP 433A 'P 43 B RESERVE LEACHING Ai A � SEE DETAILBENCHMARK: 6T NAIL SET IN 13" TREE Ell 183.69 186 TP193' 1e2� 1 tat T2 �Pl L=15U.00 ERS DRIVE ILA SITE PLAN SCALE: F = 30' PROFFOSED "'GARAGE 26, PROP. DRIVEWAY 1934 S.F. 54" NL� I 180 BENCHMARK: , NAIL SET IN 12. PINE EII 162.06 32 Y Z Q j GENERAL NOTES : new construction: CLEAN COARSE 1 The sanitary sevv,age disocsal s� stem shown hereon shall be CONSTRUCTED IN ACCORD,-,NCE with e-Z PEA SCONE 1 tie requirements of 10c5 3"-11 CMR JiTLE V) of the Sta'= Environmental Code and local Board of ED GRA DE= FIN GRADE= 184.4t L. 18441 Health regulations. = y MODIFICA�ICN TO THIS DESIzN must be approved in wntir�g by the e7aineer and the iocai Board of He -al-. . prior to implementation. 12" MIN. 2.5' 5' 5' S' 2.5' -�--2' MIN. '- 1ELJ-83.41-T l _ . -.:.-ec shown on this Ian rior to cons"ruction of 2 Cc ,;actors all ver Y k the BENCHMARKS) as P P R - 4" PERF. EL.182.91 :-e aropcsed system. -END CAP $ PIPE 3-1 1.. 4i CLEAN COARSE WASHED STONE 6" L.182.41, 3 Notify the local Board of 'Health whe ,-!e system is ready fcr INSPECTION, prior to any ba skfllling. If 182.91 +r-5' 5' -I CONFIRMATION OF CONSTRUCTION (as -built) is reqIfzd by an engineer, 3 day Eadvanced 1 1 SAND OVERDIG I notification is required the survey 13.4, EL. 177.41 4 DEEP TEST HOLE INFORMATION Indicates soil condition. Percolation rate, and water table elevation � - at the time and location of actual testing and should be 'verified at the time of construction. The contractor shall notify '::^e local Bcard of Health if GROUNDWATER or PERCHED WATER is EL.- 169.0 encountered at a higher elevation than indicated on this design plan. but NOT 5. TOP OF FOUNDATION. BASEMENT and FIRST FLOCR elevations may be raised LOWERED without the consent of the engineer. 40' 1 LEACHING AREA DETAIL NOT TO SCALE P. .L ALL WELLS FOUND (existing or proposed) WITHIN 200' OF THE PROPOSED S,A,S, ARE SHOWN ON PLAN. 6. Unless specified in the Basis of Sanitary Design, this system is NOT designed for the use of ;a garbage arinder or other high water usage devices. BASIS OF SANITARY DESIGN I 7. Where the building sewer pipe exits the foundation ABOVE the basement floor, an effluent a grinder BUILDING USAGE: 3 Bedroom ,t 111 OGPD/bedroom pump conforming to 310 CMR 15.229 may be used to discharge A VOLUME OF LESS THAN 25% OF THE DESIGN FLOW from any future basement bathroom / sink facilities. TITLE 5 SEWAGE FLOW: 330 GPD 8. If any components of the proposed system are specified a'; HEAVY DUTY, those comporents shall conform to all state and Focal requirements for ASSHTO H-?0 loading. - SEPTIC TANK SIZE: 1 �00 Gallons 9. The SEPTIC TANK shah be 1500 gallons minimum, unless otherwise specified on this desigr, plan, and GARBAGE GRINDER: '.None fined with PVC schedule 40 INLET TEE and OUTLET TE= WITH GAS BAFFLE of proF'er length. Septic tank construction shall conform to 310 CMR 15.226. The SEPTIC TANK OUTLET OVER is WASHING MACHINE: Yes to built up to within 6" -of the finished grade unless otherwi=p specified on this design plan. 30' l PERCOLATION RATE: 2 MIN/INCH 10. SEPTIC TANK, DISTRIBUTION BOX, and PUMP CHAMBER (if any) shall be placed on a 6" minimum compacted GRAVEL BASE to prevent heaving or settling. ,;aLL SEAMS ARE TO BE WATERTIGHT, sealed with asphalt cement or other cement suitable for that specific component. DESIGN RATE: 10 MIN/INCH, CLASS JI 11 11. EXCAVATE ALL UNSUITABLE MATERIAL within five feet horizontally of the leaching are 3 from the LEACHING FIELD: pea stone cover down to elev ( inches below the original existing grade.) Excavation may be required to extend deeper if uniform suitable material is not encountered. See notes 11 a & 11 b. BOTTOM AREA: 20 ft. (width) x 3C) ft. (length) = 600 sq.ft 11 a. SOIL PREPARATION PROCEDURE FOR THE LEACHING, FACILITY AREA shall . conform to 310 CMR 15.246 & 15.247. SYSTEM CAPACITY: 600 sq.ft x 0.60 gpd/sq.ft. = 360 9Pd 11 b. Any EXCAVATION OF UNSUITABLE MATERIAL designated on the plan shall conform to Construction in Fill requirements as outlined in 310 CMR 15.255 (1-6). 12. No HEAVY EQUIPMENT shall be run over the components or the prepared leaching area during P DEEP TEST I INFORMATION'installation. T RUBBER TIRE MACHINERY are not to be driven over the prepared natural soil base or sand/stone bed during system installation. PERFORMED 13y KEN FORTIER/ CHRIS HENRY 13. TANK SEAMS, riser connections (if any), and all plunbing joints are to be installed 100% WITNES E f: ,jY SUE GRIFFIN WATERPROOF. ALL JOINTS MUST BE WATERTIGHT, Sealed with rubber joints, cement or other I)A ( 12- 20-88 suitable sealer for that specific component. Any groundwater or surface water entering the! ;ystemwill severely limit the life span of the leaching area. TP 192 EL. 181.5 -1 P 193 EL. 161.0 0', - 8" TOPSOIL 0- - 6;" TOPSOIL 14. ANY LEACHING AREA (OR PUMP CHAMBER) VENTS shall be constructed of 4" solvent weld SCH 24" SUBSOIL 6" - 2°, ' SUBSOIL 40 PVC, The twin 90 degree elbows comprising the "U" sh,ll not be glued. Any D-box vent pipe shall 8" - .. - E,0" FINE SAND, SILT H STONES 24- - 90" VERY FINE SAND, SILT 24 utilize an inlet knockout. Vent to extend 24" min. above proposed grade. (some mottling) (some molding) i__ _ 90" - 116" MED, SAND, SILT 8 STONES 60 - 1 L0" MED. SAND, SILT &STONES 15. RESERVE AREAS that are shown within 25' of property lies may require imperviousbarriersto be 116 - 168" MED. SAND, STONES, TRACE 120 - I�30' MED. SAND, STONES, TRACE installed (to conform to side slope requirements) during tho installation of the future reserve. �F SILT 44 SILT PERC DEPTH I 2" EL. 170.5 PERC DEPTH 144" F� L69 16. For RESERVE AREAS that may be required to be installed pt a higher elevation than the prmar area € NO GROUNDWATER OBSERVED NO GF�OUNDWAI Ltd OBSERVED (due to any naturally occurring slopes in the topography), either a pump system or elevating the ADD 2' HANDICAP @ 168'' EL. 167.5 ADD 2' HANDICAP @ 180'' EL. 166.0 building sewer & tank may be necessary. SOIL EVALUATIONS: 17. of finished grade and capped with a SCH ANY CLEAN -OUTS shown shall extend to within 3 inches 9 PP 40 threaded clean out fitting. DATE(S): 1 /27/99 - I /28/99 1 PERFORMED BY: Kenneth E. Fortier 18. ANY VENTS shown shall be constructed of 4" Sch. 40 PVC.. The twin 90 degree elbows or top of the WITNESSED BY: Susan Griffin vent shall NOT be glued, allowing future inspection access. Sheet metal screws are recommended to prevent unauthorized entry. Horizontal lengths of vent piping shall be sloped up toward thelvent. Any ,, DEEP OBSERVATION HOLE LOG TP # 433A (Elevation = 180.0`11 ) Depth from Soil Soil Texture Soil Color Soil Other: Structure, Stones, Surface Horizon (USDA) (Munsell) Mottling, Boulders, Consistency, % Gravel (Inches) 0 - 4" O 4 - 12" A Sandy IOYR4/3 Friable Loam 12 - 24" B Sandy 1OYR5/8 Fine, Friable Loam 24 - 66" C, Silt 2.5Y6/6 @ 36" Firm, Sandy Loam Loam 10YR516 deposits & 2.5Y6t%4 66 - 93" C2 Loamy IOYR6/3 Firm, Medium to Fine Sand gravelly sand deposits, Cobbles and Stones BEDROCK DEPTH > 145" ELEVATION = 167.93 SEEPAGE DEPTH = None ELEVATION = 172.26 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 36"' ELEVATION = 177,0I DEEP OBSERVATION HOLE LOG TP # 433B (Elevation = 180A I ) Depth from Soil Soil Texture Soil Color Soil Other. Structure, Stones, Surface Horizon (USDA) (Munsell) Mottling,i Boulders, Consistency, % Gravel (inches) 0-3" O 3 - 10" A Sandy Loam 1 OYR4/3 Friable 10 - 18" B Sandy Loam 1OYR5/8 Fine, Friable 18 - 63" C, Silt 2.5Y6/6 @ 39" Firm, Sandy Loam Loam 10YR5/6& deposits 2.5Y6/& 63 - 91" C2 Loamy 1OYR6/3 Firm, Medium to Fine Sand gravelly sand deposits, Cobbles and Stones 91 - 145" C3 Loamy IOYR4/6 Firm, Medium to Coarse, Sand gravelly, Cobbles, Stones and Rocks BEDROCK DEPTH = > 145" ELEVATION = 168.33 SEEPAGE DEPTH = None ELEVATION = 166.33 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 33'" ELEVATION = 177.41 vents shown connected to the Distribution Box are to utilize, an unused D-BOX INLET opelning. BOARD OF HEALTH STAMPS N BOARD OF HEALTH STAMPS ae " ¢e# � - ¢�-�iR SEE EPORT 9 APR - I P.E. STAMP SEPTIC SYSTEM DESIGN PILAF,] k OWNER: ROBERT KFOURY 3` OF KE }_TH ASSESSORS MAP & LOT: AP 70, LOT 13-33 FILLERS FAR F civil,I A STREET LOCATION: MILLERS DRIVE V. ENGINEERING FIRM: rC:L,At Kenneth R. Ferreira Engineering, Inc. P.L.S. STAMP 46 Foster Street, New Bedford, MA. 02710 .I�OFM,$ Tel, 508) 992-0020 Fax: (508) 992-3374 KENRETH �4 DATE: 3-1--99 Scale: 1" - 30' chi FERREIRA n 0.28"6 CONTACT PERSON: Kcvin Silva ,AFGISTOk ADDRESS: i same as al ove . TEL: SE 6.5, 14.��IaOF� r1r'L1r-r7 A 1 ►Ir'1TCC .. ,, a_..,..: .. ..• LOCUS \ '1Y r J�f H LOCUS MAP - NOT TO SCALE LEGEND EXISTING PROPOSE [: roo-- N?OURS 91 x 9 SRpI ELEVATION PROPERTY LINE + E.P DGE OF PAVEMEriT --- -- t . SCONE WALL w[l_L \ i� DEI I� TEST HOLE c__-- -) [ [c HING TRENCH C--- - ------ P'. iMBiNG PIPE LOT 34 F/F/F- 190.1 FINISHED GRADE 186+ T.O.F.= - 169.0 183.93 12" min. 183.46 t; 183.71 :y �::.';►; 183,28 �, � ., r � �. � •� •, . •; :, 71 r SCH 40 ; 3" A.- = I 5= 0.02 6" L10U1) LEVEL R(IN. : a 10" y. ► s ►AIM. 14" :• 4' MIN. F/B/F= + 4 5' 1500 GAL. SEPTIC TANK 4.25' 181.0 ,a. "..:' PVC t0' -GAS BAFFLE 1 �.• OR EQUIVALENT t o.5' rN 182 SYSTEM PROFILE NOT TO SCALE 4 -11" CLEAN WASHED S' W/PEA STONE COVER 4 ROWS OF 4" SDR-35 . (28' lengths) PERF. PIPE OR EQUAL 174 268.00' \ \ Lot 33 53,737 s.f. �\ / DRIVE SITE PLAN. SCALE: I" = 30' 1 178 LOT 32 \1\ ' V L I� L I \P'l L I t V 1 1.- v 1 1 V♦. ... V .. �..+ v i. v ... be CONSTRUCTED IN ACCOR DANCE with s-2' CLEAN COARSE 1 The sanitary sewage d�sacsal system shown hereon shall PEA SCONE the requirements of 1995 310 CMR i 5 (TITLE V) of the State Environmental Code and Ic,>cal Board of FIN GRADL. 184,41 t MODIFICATION TO THIS DESIGN must be approved in writing by the D GRA Health regulations. r, y enoineer and the local Ecard of Health prior to implemetation. 2.5' 5' S' 5' 2.5' 12" y t I2" MIN. ; , A u s shown on this Ian prior to cc nstruction of �-2" MIN. t r 2. Ccrtractor shall verify check the EENC, ,MARK(S) � P . r•, -:e proposed system. 4" PERF.CD 7 04 1-:EL.182.91 i --END CAP PIPE ? 4-Ii" CLEAN COARSE WASHED STONE 6" `LY y for INSPECTION, prior to an backfillin If L.182.41, 3_ hoti the local Board of Health when :he system is read. P Y 9 182.91 +--5' ►,-- Al L 5' - CONFIRMATION OF CONSTRUCTION (as -built) is raquired by an engineer, 3 duty advanced notification is required for the survey. ; SAND OVERDIG I 13.4' I 4, DEEP TEST HOLE INFORMATION indicates soil conditicn, percolation rate, and water table elevation EL. 177.41 I � at the time and location of actual testing and should ."•' verified at the time of construction. The contractor shall notify the local Board of Health if GROUNDWATER or PERCHED WATER is i I encountered at a higher elevation than indicated on this design plan. E i----------- -- ----EL.= 169.0 i i 5. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR elevations may be rai:,,ed but NOT LOWERED without the consent of the engineer. t LEACHING AREA DETAIL NOT TO SCALE ALL WELLS FOUND (existing or proposed) WITHIN 200' OF THE PROPOSED S.A.S. ARE SHOWN ON PLAN. 6. Unless specified in the Basis of Sanitary Design, this syst'-m is NOT designed for the use of a garbage grinder or other high water usage devices. BASIS OF SANITARY DESIGN 7. VE the basement floor, an of cent a grinder Where the building sourer pipe exits the foundation ABC 9 pump conforming to 3110 CPJIR 15.229 may be used to &i-harge A VOLUME OF LESS T1HAN 25% OF BUILDING USAGE: 3 Bedroom ,,(/i! 1 IOGPD,'bedroom THE DESIGN FLOW from any future basement bathroo� / sink facilities. c 1, TITLE 5 SEWAGE FLOW: 330 GPD 8. i If any components of the proposed system are specifiel as HEAVY DUTY, those coml)onents shall conform to all state and local requirements for ASSHTO H-20 loading. SEPTIC TANK SIZE: 1500 Gallons this de,>ign and 9. The SEPTIC TANK shall be 1500 Gallons minimum, unless otherwise specified on plan, GARBAGE GRINDER: None fitted with PVC schedule 40 INLET TEE and OUTLET TEE WITH GAS BAFFLE of groper length. Septic tank construction shall conform to 310 CMR 15.226. The SEPTIC TANK OUTLf-T COVER is to built up to within 6" of the finished grade unless otherwise specified on this design p''an. WASHING MACHINE: Yes 30, 10. SEPTIC TANK, DISTRIBUTION BOX, and PUMP CHAMBER (if any) shall be placed on a 6" minimum PERCOLATION RATE: 2 MIN/INCH compacted GRAVEL BASE to prevent heaving or settling. ALL SEAMS ARE TO BE WATERTIGHT, sealed with asphalt cement or other cement suitable for that specific component. } DESIGN RATE: 10 MIN/INCH, CLASS II 11. EXCAVATE ALL UNSUITABLE MATERIAL within five f-et horizontally of the leaching from the LEACHING FIELD: pea stone cover down to elev ( inches belowthe original existing grade.) Excavation may be required to extend deeper if uniform suitable materi;' is not encountered. See note:, 1la & 11b. 11a. SOIL PREPARATION PROCEDURE FOR THE LEACHI:ING FACILITY AREA shall. cbriform to 310 BOTTOM AREA: 20 ft. (width) x 30 ft. (length) = 600 sq fr CMR 15.246 & 15.247. SYSTEM CAPACITY: 600 sq.ft x 0: 60 gPd/sq•ft = 360 gpd 11 b. Any EXCAVATION OF UNSUITABLE MATERIAL designated on the plan shall conform ti Construction in Fill requirements as outlined in 310 CMR 15.255 (1-0. 12. No HEAVY EQUIPMENT shall be run over the components or the prepared leaching area during DEEP TEST PIT INFORMATION installation. RUBBER TIRE MACHINERY are not to be driven over the prepared natural soil base or sand/stone bed during system installation. PE-m-ORMED Ejy KEN FORTIER / CHRIS HEWRY 13. TANK SEAMS, riser connections (if any), and all plumbing joints are to be irstalled 100% NIT NL:>: E ii Ejti SUE GRIFFIN WATERPROOF. ALL JOINTS MUST BE WATERTIGHT, sealed with rubber joints, cE:ment or other suitable sealer for that specific component. Any groundwater or surface water entering the system will - T E : 12- 20-88 severely limit the life span of the leaching area. TP 192 EL. 18 1. 5 1 P 183 EL. 181.0 � 14. ANY LEACHING AREA (OR PUMP CHAMBER) VENTS shall be constructed of 4" solr ent weld SCH 0• _ 8� TOPSOIL 0' G 1 OPSOIL 40 PVC, The twin 90 degree elbows comprising the "U" shall not be glued. Any D-box dent pipe shall 6" -- 24-SUBSOIL o 8" - 24" SUBSOIL SAND, SILT Et oT �`' CO FINE SONE� � utilize an inlet knockout. Vent to extend 24" min. abova proposed grade. L4•" _ 90- VERY FINE SAND, �IL7 - (some mottling) (some mottling) 15. _ RESERVE AREAS that are shown within 25' of properly lines may require impervious barriers to be go- - 116" MED, SAND, SILT 8 STONES 60 ' - 120" MED. SAND, SILT & STONES installed (to conform to side slope requirements) durino the installation of the future reserve. 116 - 166" MED. SAND, STONES, TRACE 120 - 180" MED. SAND, STONES, TRACE C F SILT OF SILT PERCC DEPTH 144" 69 16. For RESERVE AREAS that maybe required to be installed at a higher elevation than the primary area PERC DEPTH 1 2" EL. 170.5 OBSERVED NCB GROUNDWAf OBSERVED (due to any naturally occurring slopes in the topography), either a pump system or elevating the NO GROUNDWATER ADD 2' HANDICAP @ 168" EL. 167.5 A,DD 2' HANDICAP @ 160" EL. IG6.0 building sewer & tank may be necessary. 17. ANY CLEAN -OUTS shown shall extend to within 3 inc')es of finished grade and cape=--d with a SCH SOIL EVALUATIONS: 40 threaded clean out fitting. DATE(S): 1 /27/99 - 1 /28/99 PERFORMED BY: Kenneth E. Fortier 18. VC. The twin 90 degree elbov fs on to of the ANY VENTS shown shall be constructed of 4" Sch. 40 � g P WITNESSED BY: Susan Griffin vent shall NOT be glued, allowing future inspection accass. Sheet metal screws are ret`,ommended to prevent unauthorized entry. Horizontal lengths of vent Wiping shall be sloped up towarc the vent. Any DEEP OBSERVATION HOLE LOG TP # 433A (Elevation = IF30 01 } Depth from Soil Soil Texture Soil Color Soil Other: Structure, Stones, Surface Horizon (USDA) (Munsell) Mofttling Boulders, Consistency, % Gravel (Inches) 0 - 4" O 4 - 12" A Sandy 1OYR4/3 Friable Loam 12 - 24" B Sandy IOYR518 Fine, Friable Loam 24 - 66" C, Silt 2.5Y6/6 @ 36" Firm, Sandy Loam Loam 1O`1R5/6 deposits & 2, 5Y6/4 66 - 93" CZ Loamy IOYR6/3 Firm, Medium to Fine''. Sand gravelly sand deposits,N Cobbles and Stones BEDROCK DEPTH > 145" ELEVATION = 167.93 172.25 SEEPAGE DEPTH = None ELEVATION = ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 36" ELEVATION = 177.01 DEEP OBSERVATION HOLE LOG TP # 433B (Elevation = Depth from Soil Soil Texture Soil Color Soil Other: Structure, Stones, Surface Horizon (USDA) (Munsell) Mottling Boulders, Consistency, % Gravel (Inches) 0-3" O 3 -10" A Sandy Loam I OYR4/3 Friable 10 - 18" B Sandy Loam 1OYR5/8 Fine, Friable 18 - 63" C, Silt 2.5Y6/6 P 39" Firm, Sandy Loam Loam 10''•'R5/6& deposits 2.,SY6/4 63 - 91" CZ Loamy IOYR6/3 Firm, Medium to Fine Sand gravelly sand deposits, Cobbles and Stones 91 - 145" C3 Loamy 1 OYR4/6 Firm, Medium to Coarse, Sand gravelly, Cobbles, Stones and Rocks BEDROCK DEPTH = > 145" ELEVATION = 168.33 SEEPAGE DEPTH = None ELEVATION = 168.33 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH' = 39" ELEVATION = 177.41 vents shown connected to the Distribution Box are to illze an unused D-BOA INIs NLET opening. »- BOARD OF HEAJ A� ;�� For Garbage Grinder, VWhiriP0ot I Or {ether High !!Water Use Doom CONSTRUCTION F THIS SEPTIC SMEN41 COST RE COMPLETED WITH THREE 1 FEARS OF T HE DATE OF APaE ATIO S MUST NOT BE ENGINEERS AS -BUILT CHANGED WITHOUT BOARD PLAN & CERTIFICATION x OF HEALTH APPROVAL STATEMENT REQUIRED ► BOARD OF HEALTH STAMPS i a P0 PD J]D BOA' OF HEALTH INSPECTION p.LI REQ;IIRED WHEN EXCAVATED ~ =` THE APPROVAL " .t ., L BY T. S OFFICE DOES NOT GUARAt+:fEE THE t n, MAY i 21999 I EFFECTIVENESS ri ANY INSTALLATION 1 r Y. +OARTh10UTH BOARD OF HEALTH ( 1099' TOWN OF , MOU BOARD OF HEALTH D` ia110UT OARD, OF P.E. STAMP SEPTIC SYSTEM DESIGN PLAN OWNER: ROBERT KFOURY K ER PL ASSESSORS MAP & LOTOP 70, LOT 13-33 M, ILIERS FARM civNo. 3 IL STREET LOCATION: MILLERS DRIVE crsT j ENGINEERINIG FIRM: Kenneth R,Ferreira Engineering, Inc. P.L.S. STAMP 46 Foster Street, New Bedford, MA. 021.740 f�`"°f,ugs c Tel. (508) 992-002-0 Fax: (508) 992'.-3374 KENNETH yGT l R DATE: 3-1-99 Scale I" = 30' FERREIRA No. 287116 SET �$TECONTACT PERSON: Kevin Silva 9FGP ALLAY ADDRESS: same a above TEL: SE 6514\� Residential 1999 Residential 1999 2.2 Authorized Agent: Contact Address g i ag U 1�,C q S n i Name (print) c3 N Telephone ... ::' .:»:: :::::::::..::::..:...:.::..::::..:...:;.;;;;:.:;>:,::;>;:.;:;.;;>:.;:;;;;:.;:.:.::.:::.:: + tC QP!1, .... E 1 S'C ......; ::::... X is �1 ? ... :`r::;'r?...... .........::??'::>:7:::?'".........................: L'x.._..........._............................:.........._::::::::::.:.:.......................................:..........:..:: ..... .:.: :::. .. 3.1 Licensed Construction Supervisor: Not Applicable El Licensed' Construction Supervisor p License Number Address Expiration Date 1 Signature Telephone �y� „ q �r1 7 ! 7 3.2 Registered Home Improvement Contractor: Not Applicable Are you a Home Improvement Contractor subject to (780 CMR-6)? ` ❑ yes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes Ono If yes, submit the required affidavit! Company., Name Registration Number (if none, state "none") Address Signature Telephone Expiration Date 3.3 For, Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND; QUESTIONS OR COMPLAINTS call or write: Monie Improvement Contractors Registration, One Ashburton Place -Room 1301, Boston, MA 02108, (07) 727-8598 Owners Name (Print) Signawre by signing the above, the home owner acknowledges that there will be no eligibilty to the Guaranty Fund Date 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109A.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this ` Homeowner en work that such Ho section; provides that if a engages a person(s) s for litre to do such Homeowner shah act as supervisor. mP � g P () � P For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides: or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessary to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signature: Your signature carries certain responsibilities, including but not necessarily limited to, general liability c::up%vin fomis,b1d_aDp.res Page 2 January 20, 1999 (please print) 1, " O n o A k q rq as Owner of the subject property hereby authorize ea L 1 ✓ 2'I �q e, to ac . n my, behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date StC'riClN-71 13 i)�'#RAiiT QRTf1 r1�ST> r�'IUI _.. I, , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signe4 under the pains and penalties of perjury. Prin Signature of Owner/Authorized Agent Date r.`, P« irr,forms`,bldgapp.res Page 3 January 20. 1999 Residential 16, ll �,S'IrN ❑ FOUXDATrON ONLY 1999 Residential 1999 1. Date plan reviewed: — 2. 30 days to review period expires: 3. OK to issue date: 4. OK to issue subject to requested submittals(see project review work sheet): Date: $. DENIED (see project review worksheet): Date: 6. HOLD reason: Date • 7. HOLD subject to Zoning Board of Appeals action:_ 8. Comments: J 9. Inspector's Signature:— Date - Applicant informed of above Comments: /' 4r c eli Time: _aA , o 4 f Total Permit Fee: $ I Less Application Fee: $ 25.00 ( Remaining Balance: 1/7) TOTAL FEE: ross Area - New Construction total sq. ft. ross Area - Alteration total sq. ft. Permit Issued Tp% A&Z406 0 CL,�� G2 J0 7 0 so.( �7 06 c:":,avp��in'.forms.bld�app.res Paae } January 20. 1999 cAwnNvin\forms\hldaannre, o--- ,