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DSCP-2021-01owl 1 1 � 17 l w d \ LJMPA DATE.- 6 f � , 53 0 w \ cv m Ln \ � _ 118 \ i M 9 �t � cv f f f t 5 \f N a I 3 \ X\ AGENT. -�-` II o o (n 1 I I o �n w \ I z V) can �0 / f ' MAINTAIN MINIMUM 1% PITCH BACK TO PUMP CHAM ER a > \ �, �t (� 119 AND 1 OF COVER OVER PIPE � � f WC DooL0 \ 54 a3pll j m \ cr\ `° 120 WLiQ\, to \ 10- 100 53 _ _ O ACCESS UTILITY \ ` \ P 0 \ \ \��,` 101 1(� R POS D EASEMENT '� \ / WELL v �\ \ a0s o ,= \ MAP \42 LOT 1 102� PROROSED q1_ ^ \ \ START i N WATER QUALITY SWALE \ w A5 \ PROPOSEP SILT F NCE/ �� _(� I \ \ m LIMIT OF WOR �1, 105 \, , \, 1 1 1b .- _ + ENQHMAR K: \ \ Z j N a \ \ O 134,E 10 f /\` _ — _._._ � — _.. SPII< SET IN TREE \ \ -__ 7 4 \ \ \ \ v� EL 49.75J 0— _ A2 — Q \ \ . \ m Ln WtN D-MILL \ O _ \ O / f , 1 (TO BE REMOVED) \ j \ cn \ rn \ \ 6�a x 3 \ S 8#• 1 f % f F- w LW �\ 9 , O Ah\ \ / w o F 0 04 L O C� U `s w 1 `r ,. \ \ 818 r 4 I , V f 0 O 0 co !. S4 rn 7 / \ \ 1 w U � cn EXISTIN� o �47_ _- 1622 — 00 Of w WELL f \ \ -620 = ¢ � 0 > o, (n \ 15 \ r s \ i .SLOT 1 � f \ � � � , � o \ \ \ \VENT INSPECTION \ PORE ` \ \ \ \ co \ )<816 9 \ \ \ 5' LIMI of d % \ o ,� _ OPEN SPACE Ln \ \ \ .� \ rn o \ " J �N \ \ xcAVA�toN \ LOB' 2 \ \ 1 1 -- \ o / PARCEL B \ o N \ \ 33652.6\SQ. FT .\ \ \ \ m 00 m< N00 21 \ 0.77 ACRES \ , \ , \ \ ~ INTERMITTENT \ \ \ \ \ , ` i U C. .� - coo \ \ \ �2.00 i , \ 813E 813G` C�H NNEL \ \ B15 MAP 42 w E __ 81 \ - LOT 12 i - -- 813� so ��3K MAP 42 S , \ 422. �7' �813D B 1 _ — _ _ 814 3c l MAP 42 LOT 11 6'u' 6' \ \ \ 8138 B 13q - \ LOT 13 cp W MAP 42 LOT 10-1 � 6j so `� `s .._ � t \ \ � \ � � 9 58 ­ 57 \ \ --- 3 -� Blo S = - 53 0 c 89 U Acad No. DAR 09-4389 SSDS.DWG File No. 09-4389 4 PERFORATED PVC INSPECTION PORT U 28" 54" 120" SOIL DA TA TA DATE: 9-22-16 PERFORMED BY: DANIEL GIOIOSA WITNESSED BY: COURTNEY COHEN, B.O.H. AGENT _ TP-S3 -- - TP-S4 _a 0 TP-S8 TP S7 » 640 A SAN DY LOAM 1OYR 3/3 B SANDY LOAM 1OYR 6/6 C1 SANDY LOAM 2.5Y5/3 C2 SANDY LOAM 2.5Y6/3 61.8 10" 60.2 32" 58.0 48" A SANDY LOAM 1OYR 3/3 B SANDY LOAM 1OYR 6/6 C1 SANDY LOAM 2.5Y5/3 C2 SANDY LOAM 2.5Y6/3 60.7 10" 58.8 30" 57.5 60" �z n 1 Win" A SANDY LOAM 1OYR 3/3 B SANDY LOAM 1OYR _6/6 C1 SANDY LOAM 2.5Y5/3 C2 SANDY LOAM 2.5Y6/3 A SAN DY LOAM 62.2 8" 1OYR 3/3 63.3 8 SANDY LOAM 1OYR 6/6 61.5 30" C 61.5 1 SANDY - 3" MAX. \ / EA TH �ACKFILL. oao 0+-, 0° a a 4 0 o a C o a c 0 0° a° o 0a o a s oa G °oo0 a ° a oo vv s TP .d d ov v �� 0o d d d v v vv dv v o v v vdv vv v vod vo d v d d dv do- d v v �v v v ovv o v ov v vo vo oe -vv v v v v v v d v v v v d o v ovo v v 3 61 69 6' 3, LEGEND DESIGN DATA -----100--------- EXISTING CONTOUR 12" MIN. , EARTH BACKFILL 0 PROPOSED CONTOUR DESIGN PERC RATE: 1" IN 6 MINUTES PIPE INVERT ELEVATION 2" DEPTH OF 1 /8" - TP-105 DESIGN FLOW: 4 BEDROOMS X 110 GPD/BDM = 440 GPD REQUIRED 1/2" WASHED PEASTONE TEST PIT SYSTEM DESIGN: USE 18' x 41' LEACHING BED 10" DEPTH - OF 3/4" TO 1-1/2" DOUBLE WASHED o 0 0 SEPTIC TANK BOTTOM: 41' LONG x 18' WIDE x 0.60 G/SF = 442.8 GPD PROVIDED CRUSHED STONE El DISTRIBUTION BOX W PROPOSED WATER SERVICE LINE LOAM TYPICAL OF ALL OBSERVED GROUNDWATER 2.5Y5/ 3 58.0 50" 59.8 TYPICAL FIELD CROSS SECTION TABLE ELEVATION C2 RESERVE AREA .SANDY; NOT TO SCALE LOAM _ 2.5Y6/3 / ZONING INFORMATION r,-4 n - log" 55_.5 : N 6 MIN S ® 36 MOTTLES ® 36 _ PERC RATE. 1 IN 3 MIN PERC. RATE. 1 I MOTTLE BY SPECIAL PERMIT: ' " 0 ELEV.=61.0 PERC DEPTH 56 PERC DEPTH 50" ELEV.=. 60. MOTTLES ® 36» MOTTLES ® 42» FRONT YARD SETBACK: 20 FEET =59.5 ELEV.=58.0 ELEV. SIDE YARD SETBACK: 15 FEET PUMP CHAMBER NOTE S REAR YARD SETBACK: 20 `FEET D . 1. USE MYERS NO. ME75 SUBMERSIBLE PUMP OR APPROVED EQUAL. GENERAL NOTES RATED AT 3/4 HP WITH A 2" DISCHARGE _ 2. BOTH VISUAL AND AUDIO ALARMS ARE ED WITHIN THE EXISTING DWELLING. 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED TO BE LOCATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, OUTSIDE OF THE PUMP CHAMBER IS TO 3. THE THE CONTRACTOR SHALL NOTIFY .THE LOCAL BOARD OF HEALTH. BE SEALED WITH 2 COATS OF A BITUMASTIC COMPOUND. 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 4. THE PUMP CHAMBER IS TO BE A 1000 GALLON TANK AS MANUFACTURED BY SHEA 3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION DATUM. CO NCRETE PRODUCTS OR APPROVED EQUAL. a 4 HEAVY EQUIPMENT.SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE TE CIRCUITS. » 1 ) 5. PUMP AND ALARM TO BE SET ON SEPERA 3/4 -1/ WASHED CRUSHED STONE OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION. 2 LOAM & SEED 4 OZ. NON WOVEN .FILTER FILL FSABRIC ALL AROUND TO E 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT }A0 ENGINEER LOCAL D OF HEALTH. y,.. PRIOR WRITTEN APPROVAL OF 'THE. ENGIN RAND THE AL BOAR . '9':• ✓h�wM1°z.^fi :T. .. kr'. .* .ie: ay,.y.k.s�«rt�da, p.�' y�.`:`^i. �.•..i':r.w:Y:L,.: fi, •v>.v^'..... •. (<Cbks J".;.y.r."''.r:,�`rt,„ a>?» y'yii^ .Ssl..=•t 1= ,fa1:Yv::� :..•'".;�'« .'.'•a:'t,'n •Si, .:.f'd, ,. "sw .,i-:+.r..t.rr: :.dt^'.•xi, k.q. ri i • g ' ;7g••-is •..l'.Aj,.7"'yr.•�.,{�. � i.n'S' �+.•l' ..fi., 1i.1 ^dxf`Iw.p, ^_7• �. i'z•i.'..x '.z+s �'f• : r �'� r,:t; y �Z: Ll ;.N •%`dike '^. <.7.s.> .:s•`): 'kv.7 �` z )w. ,ryy.,. '2t, t.�>i „wry.vn-7. .f.+.'w'.'T.- :t...h fair f •� .e;,,...}.j. c. 'I. . „t.+„ k: » �7.L;,'.'w,7M :%� ,v ?k'.s-✓• �:+ f.:ej.ny, ,r .�` ar,.»:,<,ZY+'. >{r. .� . ,s' ..•t,,.,,..+c�,tt i'��s°:i; . a F Z .. ,Y;,.r,'il,af�T.$. .er i .a,2• .`G3't ..,fe. >,t» r. .,.� ty°•.1 .�3*:. :i.�,rf :«.•r�d` fl?<K"^`.s• - •e"",r•.:.w.p«> Vie. .y+.. .S:✓''k�.: ,` e1.z,.a;:',S .R� n� x�.»t .. ',"'d.. 5.,E-j;' ,...5, !,'i. a .-g>7<•s,'�r, :h;r,w :,.= �,t. es,.a,.+(•,..•.,::..:�. .....;.�.a•;;tx .x ,,:. .;-'F>...; :'kr�,:. t �.> ;;. �,..�-.�,x„fiF.r,rr„i��k.y.�t,� � .Y:'g i::'rGi ..:r .i?%%::",;s••'.-i'1r}, .�. ,u.e?..•E:;e.•Y.'..:y.wf },e..s..> :Jtr..&?al%.: `..; ^.f, si?Y4 pr�;.t,...i'v....*?.y t� ? �� 10 MIN. a,..�.;:,.:s;,; .;..-:}.,<•,t..., .a.r,#;, tj;,:,:.•Yw^z...,>.t, ,<.:•,Y=�::,..t.,. 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN /\ ..:' ........ > N'a > a >.., 7 i ACCORDANCE WITH T1TLE V OF THE STATE ENVIRONMENTAL CODE AND ANY / \<a°a) e><Q7fl7i ;,> Q"<Qac<ic°><aa <C°a �c>4cai><(Q>5 -2 1 1 4- PVC / a < o>> o a a a o c< a c > a APPLICABLE LOCAL REGULATIONS. I INLET A / < ), t 7�^a > p > < < a < > a �c > is 1 •' P. a �o°> o f o><o� o a < < c° Vic' �a P�� a Pc,>>LO 30.5" <o' <o c o ° i o ��/ N 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY BRISTOL COUNTY < > / PRECAST OR APPROVED EQUAL. II /\ r`�{o • °> o� o °> o ° °> o" > ° `�<o P ° a>P > a P ° a P o I� /// // '/\// ''\ '� \ 8) GROUT TO BE USED AT ALL POINTS .WHERE PIPES ENTER OR LEAVE ALL CONCRETE 47" 4.33' 6a 18.5" STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. a (TYP.) CENTER TO CENTER PLAN VIEW REMOVE UNSUITABLE MATERIAL- 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS ELECTRICAL AMMON BOX SHALL REPLACE WITH CLEAN SAND OR ASPHALT CEMENT. BE EXPLOSION -PROOF NEYA Nt WITH HYDROMATIC SERIES 3900 - 7.5" - - coNTRa BRACKET OR APPROVED EQUAL 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN, GRANULAR TOP VIEWLIFTING 520o CULTEC CONTACTOR #280 3, 5" DIA. INLETS SAND IN ACCORDANCE WITH 15.225(3) OF TITLE V. CHAIN 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. INLET , IN PVC TYPICAL CROSS SECTION D ETAI L 2- PVC 1/8- BACK FLOW BLEEDER INVERT = 50.90 OUTLET EMERGENCY STORAGE-44OG INVERT = 50.65 262 G/FT = 1.68' REQUIRED GATE FLOAT " ALARM ON = 48.90 VALVE SYATCH ROOF DRAIN CHAMBER SYSTEM MECK 4' - NOT TO SCALE 5, 5" DIA. OUTLETS BOARD OF HEALTH STAMPS PUMP N - 48.15 POWER RISER '2 DOSES PER DAY-220G/DOSE r , : 262 G/FT = 0.83' N THE A., .� ROOF DRAIN NOTES: CROSS SECTION VIEW Dti� PUMP OFF = 47.15 THIS SYSTEM IS NOT DESIGNED 4ss5 1. (3) CULTEC CONTACTOR #280 UNITS SHALL BE INSTALLED WITH THE CONSTRUCTION OF EACH PROPOSED _ EFFEC 6 " " `' ION R GARBAGE GRINDER • .. DWELLING. H 0 :. J F0 G t CROSS SECTION VIEW DAI . ;,; ..., _ -1 WHIRLPOOL OR OTHER DISTRIBUTION BOX HIGH WATER USE DEVICES PUMP CHAMBER NOT TO SCALE NOT TO SCALE CONSTRUCTION OF THIS SEPTIC SYSTEM NOTE: 1.) ALL WELLS LOCATED WITHIN 200' TO PROPOSED IVIUS I bt UUIVIrLC I U Vu 1 nv 1 1 II ,_ S.A.S. ARE SHOWN. M a EARS OF THE D',i � i. pPjFVAUEALTH STAMPS ,o s Y 2.) THIS LOT IS LOCATED IN A FIRM ZONE C . 3.) PERCENT LOT COVERAGE: 9.6% f 4.) (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE. APPROVED BY TOV'�'i� OF DARTPi<POUTH 5.) THIS LOT IS PARTIALLY LOCATED WITHIN AN AQUIFER ZONE III. BOARD OF HEALTH ENGINEERS AS -BUILT PLAN & I I CERTIFICATION STATEMENT REQ RED 5'-8" / DATE: t 3.5"dia. FOR BUILDING DEPARTMENT USE BOARD OF HEALTH " \ knockouts 5 dia. outlet I inlet FOR PERMIT AGENT PLOT PLAN - INSPECTION REQUIRED - WHEN EXCAVATED DWELLING 0' 30' 60' 90' RAISE D-BOX COVER TO WITHIN TOP OF P.E. STAMP FOUNDATION 6 OF FINAL GRADE PLAN VIEW- - FINISH GRADE - MAGNETIC TAPE TO BE PLACED OVER VENT SUBSURFACE SEWAGE DISPOSAL SYSTEM ELEV.=56.0 ELEV. =54.5f .� INLET AND OUTLET TANK COVERS SEPTIC COMPONENTS Ha< 20" dia. cover (typ) FINISH GRADE TO BE RAISED TO GRADEIt 4FINISH GRADE EL.=67.0 MIN CLIENT: U-CORP, LLC ELEV.=53.5(MIN.) 5• s' taper 4„ FINISH GRADE AS S rInln o. ` ,C'STEVEN D. r s ELEv65.9 .=53.0(MXIN.) 6s.o << ASSESSORS MAP 42 - LOT 14 SUB. LOT 2 4» PVC SDR35 65.so ° STREET LOCATION: 408 CHASE ROAD TOP OF 5 • • 3" ' scH s=o-o2 �c * 6:•; 3�4 -„�- f k D A R TM O U TH , MA _• 14" 10" SLAB aO PVC PROPOSED 4" Pvc soR 5 ti R�'��P DISTRIBUTION • • S'°"� 65.00 ENGINEER ELEV.=48.5 51.45 1500 GALLON Fo Box 65.75 ENGINEERING FIRM 5'-4" r 10 4'-s" 51.00 SEASONAL HIGH GROUNDWATER ELEV.= 61.0 REINFORCED s SITEC, Inc. l000 cAu.oN P.L.S. STAMP 7 4'-0° s CONCRETE 50.65 - 449 Founce Corner Rood 50.90 REINFORCED CONCRETE LIMIT OF EXCAVATION EL.=57.5 SEE NOTE 10 _ liquid 51.25 SEPTIC TANK # LUMP CHAMBER Dartmouth, MA 02747 Sk JUL C level I i * » (508) 998-2125 ZABEL Civil and Environmental Engineering FAX (508) 998-7554 ' 3"walls 1 E A F 12 BE E e FILT R FORCEMAIN TO 6 MINIMUM 0 LOW GRAD •• • � � L ' Land Use Planning 3� 6',3/40-1-1/2' CRUSHED STONE BASE PUMP CHAMBER BUOYANCY CALCULATIONS DATE: MARCH 24, 2020 CROSS SECTION VIEW 6",3/4"-1-1/2' CRUSHED STONE BASE t � ' _ UP: 3.83 DEEP X 8.5 WIDE X 4.83 LONG X 7:48 G/CF X 8.34 #/GAL=9809# UP REVISED: 4/13/2020 (! DOWN: TANK, 59.33 CU.FT X 120#/CF=7120# DOWN SEPTIC TANK SYSTEM PROFILE DOWN: SOIL COVER, 1.0' DEEP X 8.5' X 4.83' X 100#/CF=4105.5# DOWN CONTACT PERSON: DAN GIOIOSA NET FORCE = 7120# DOWN + 4105.5# DOWN - 9809# UP=1416.5# DOWN NOT TO SCALE ACAD NO. DAR 09-4389 SSDS.DWG FILE NO. 09-4389 DAM \ ,. — r►vi.�v �., � Jv� • e \ � 11 � � I w d + �, \ N 7 53 \ c� w `� o o � m �r, _ 4 \ \ \q9 N N o cr Z (n (n \ PITCH BACK TO PUMP CH I I a > \ CV C e - \ MAINTAIN MINIMUM 1 \ Q 119 AND 1' OF COVER OVER PIPE \ \ \• r� 19 \ \� 54 co U owwLim 0' \ \ \ 1 ��\ 120 °' o 0-0 mod \ \ \ \ A8 v \ 121 \ — \ � _�_ - 100 � -- 53' _ � � � � o .� ACCESS J�, UTILITY 1 0� 101 1 PROPOS D EASEMENT \ ��fn � '�- / WELL \ \ MAP \42 L T 1 \ 102 , cv PROROSED 1 %-A1 -STARTN I e \ \ \ \ WATER QUALITY SWALE \LliA5l\ �f p _ \ l PROPOSEp SILT F NCE e \ \ �F' e \ I _ _ A4 �N %\ , rn }' LIMIT OF WORK-p 105 \ \ N '' — -�. \ \ / / Z � � � o \ .-- + i `BENCHMARK. \ \ � _ - - =- � N I _-- \ 1 - o 134 \ \ SPIK SET IN TREE \ \ \ \ � J 7 104 f EL 49.75 \ % A3 > Q \ \ \ / A2 o cn WINDMILL \ j \ / o BE �- \ �`.L (TO REMOVED) \ � t , < 61-57 74 -65— GRA c\ Irn e -- \< C) V) III �\ s t' i III \ \ — B1a %��� 0 4A I U, 0 0 / Big ��, 76. g 022 ui 00 bm EXISTING Qo �17 -v - �, _ cn o Q \ 1 1_�1-�� co\ � J \ 1 I WELL \ \ - �_ / ` ad-� > a V) 1320 o c E 15, :�v \ l l 1 ,LOT 1<B24 \ \ \S6 \VENT \ / \ \ \ e \ \ 3 \ e ^� �, / R �O INSPECTION ` \ \ \ \ \ \ CO` ��i 0 PORT e i . \ �'\ 616 �9 OPEN P \ \ , �� \ \ \ o SPACE \ v J N \ \ \5 LIMIT OF e \ L \ rn \ xcAVA�1oN \ L0' 2 \ \ 1 \ o / PARCEL 8 \ N00 \ / \ \ 33652.E SQ. FT. e \ \ 00 '� N 21, \ \ r e e INTERMITTENT o \ U s^ 00 \ > > o '� 0.77 ACRES \ \ \ \ r 0) 00 \ \ 82 813E \ , \ \ B 15 E•4 `` E \ \ 00 e e e \ 813G C`H NNEL MAP _ 42 rr `` � 0) ox \ e \ LOT 12 44 0 813L - _ MAP 42 6, 6, 4 � 813J B13K � . ; s �. e \ 22.�7 �B13D -� '' 1 613 _ - 1 e14 MAP 42 t \ � c _ =.—._ —l LOT 11 6' 8138 e 813A - / -6 10-1 6 . . MAP 42 LOT 60 LOT 13 ss \ -� i3 \ s 58 57 \ \ --- t m s6, I B 11 55 B12 % - - 57 o 810 o w a ® 53 0 89 " 3 Acad No. DAR 09-4389 SSDS.DWG File No. 09-4389 » 4 PERFORATED PVC INSPECTION PORT SOIL DA TA DATE: 9-22-16 PERFORMED BY: DANIEL GIOIOSAWITNESSED BY COURTNEY COHEN, 'B.O.H. AGENT TP--S3 TP-S4 TP-S7 A» TP-S8 U A SANDY LOAM 8" 1OYR 3/3 61.8 10" 6 SANDY LOAM ` 1OYR 6/6 28" 60.2 32" C 1 SANDY LOAM 2.5Y5/3 54" 58.0 48" C2 SANDY LOAM 2.5Y6/3 120" 52 5 102" A SANDY- LOAM 1OYR 3/3 B SANDY LOAM 1OYR 6/6 C, SANDY LOAM 2.5Y5/3 C2 SANDY LOAM 2.5Y6/3 A SANDY LOAM 1OYR 3/3 „ 60.7 10 62.2 ' 8 B SANDY LOAM 1OYR 6/6 58.8 30 61.5 30 " c, SANDY LOAM 2.5Y5/3 57.5 60" 58.0 50" C2 SANDY LOAM ` 2.5Y6/3 / A SANDY LOAM 1OYR 3/3 B SANDY LOAM 1OYR 6/6 C1 SANDY LOAM 2.5Y5/3 C2 SANDY LOAM 2.5Y6/3 / 64.0 63.3 61.5 3" MAX. EA TH �ACKFILL \ \ 0 e v op o opa0 e0 0Q4 a 0 0 o a p c o 0 o e a o e G o 0 0 ce 600 op v a e 00 v a 4 a e o 0 0 o o 'd .� o ovso o d o 0 o vo .o 0 V s o o- o d od o 0 o 0 o d "do`o o do v v v v 0 0 0 V v 0. o d V d o o d o 0 0 of oo d o d d d o d o d d o o o 0 0 o 0 0 0 0 0 0'o d o 0 v v d v v v v v v v v v v v v vv 3' 6' 6' 6' 3' LEGEND DESIGN DATA ------ 100---------.EXISTING :CONTOUR 12 MIN. EARTH BACKFILL o PROPOSED CONTOUR DESIGN PERC RATE: 1 IN 6 MINUTES PIPE INVERT ELEVATION 2" DEPTH OF 1 /8" - _ TP 105 DESIGN FLOW: 4 BEDROOMS X 110 GPD BDM = 440 GPD / REQUIRED „ 1/2 WASHED PEASTONE TEST PIT SYSTEM D ' DESIGN: USE 18 x 41 LEACHING BED 10" DEPTH OF 3/4" TO o 0 o 1-1/2- DOUBLE WASHED / SEPTIC TANK BOTTOM: - 41 .LONG x 18 WIDE x 0.60' G/SF 442.8 GPD PROVIDED CRUSHED STONE El DISTRIBUTION BOX w PROPOSED WATER SERVICE LINE TYPICAL OF ALL ® OBSERVED GROUNDWATER ' 59.8 TYPICAL FIELD CROSS SECTION TABLE ELEVATION NOT TO SCALE RESERVE AREA ZONING INFORMATION PERC ff ERC RATE. IN 3 MIN PERC RATE. 1 IN 6 MIN MOTTLES ®36 MOTTLES 036 P 1 » _ BY SPECIAL " =60.0 ELEV.=61.0 PERMIT. PERC DEPTH 56 PERC DEPTH 50 ELEV. - MOTTLES 036» 4 MOTTLES ® 2„ ELEV. 59.5 ELEV. 58.0 FRONT YARD SE TBACK: 20 FEET SSETBACK: PUMP CHAMBER NOTES SIDE YARD SET B 15 FEET REAR YARD SETBACK: 20 FEET 1. USE MYERS N0. ME75 SUBMERSIBLE PUMP OR APPROVED EQUAL: RATED AT 3/ 4 HP WITH A 2 DISCHARGE GENERAL NOTES 2. BOTH VISUAL AND AUDIO AL ARMS ARE TO BE LOCATED WITHIN THE EXISTING DWELLING. 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED 3. THE OUTSIDE OF THE PUMP CHAMBER IS TO , AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION BE SEALED WITH 2 COATS OF A THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. . BITUMASTIC COMPOUND.. 2 WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. 4. THE PUMP CHAMBER IS TO BE A, 1000 GALLON TANK AS MANUFACTURED BY SHEA 3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION DATUM. CONCRETE PRODUCTS OR APPROVED EQUAL. 5. PUMP AND ALARM TO BE SET ON SEPERATE CIRCUITS. » 1 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE 3/4 -1/2 WASHED CRUSHED STONE OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION. LOAM & SEED 4 0 s o Z. NON WOVEN FILTER. FILL FABRIC ALL AROUND TOE 5 NO FIELD MODIFICATIONS L BE MADE WITHOUT 1 ) ATI TO THE SEWAGE DISPOSAL SYSTEM SHALL �.:. , .<�..-y�.r ... - ,. ,�,..r..x, .x' �w,.,..,..n..a ....> „ . ; ,,, .�.:.�,Y,._�.,.,.:�,r;.•.• PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. fir. .;:,'•"�''.�4 ,'.-...,t..s.ri;; ,f'vr'.�, .tip. .;,ra•c.,,- : Wit' ,t't+:x c,;a-l:. -t^c.-' :,� , r ,,,,,x,,.:. :.h .i Y'� nT-.� f' : ri$"•" � irvw. '�ys ..r�• .tr .,y9 ..-Y %i. K•vn+t%: <Y'•tL'd ..i >. $+ .. 7 t,X•..•:1:s ..>: ,�" ".7 ..Y •w •. :ia+:« p±,' ";+•. ,.d. .°r> }'. .r. •r,,. .,. '�^• .f .r':..Ah..a � ,,.,...r-!c-.'?.-. ,2.. t••ri {{a'I' . '`"L'.: afx: :.Zk ,Yi' •1 'L'vr ..F } .,.:zY».., s:. ' •1w^• a .� .4F`. . i {' q �N^. S. . �'".is'Zi+, cr�ywr;4• t. r^; . (*s..i�' ye�t``?f•i^.,:5 •y . J y . » vra?i<• .eµ7w 9.. 41.>q,� ^,S `L., ..� i ,f:` !r• � ?r e:P1a,^i� 6'. di.`. f. V .. '`Y' € r.a .3•r�!i. r <.. •..k';- •a` _.• ..a .. •. .....t.+,..,.<t.`i�, .,..Y? r.' .,.r...,t• ....t ..� :4 .:? . 10 MIN. wok :.t•dab•r *a".:1•�.f�•r _�,•u.:. ,3 t. -a .ra,r..,. :•;,..T^<.,... .>". ... z,.: r :a•.. .w M». ..,x ...r. .. ,y......T. .s4, / - _. r. J`, .=i ..,.>. .,c Cy•*;Y} ft' :r r ..3''. t>o••..... .. =r:.c :...i;w«:r. 4].r ,°d ,z'.' < t.r Zs.•,n ...r+ ...-f. k 6 UNLESS OTHERW ISE 'NOTED ALL SYSTEM COMPONENTS .SHALL BE INSTALLED IN O . O x t t \<°�, c°7, o)ria), 7>�0 < 7, 7 a�K <°a°C ^<c DO^tc Ko'C�,>Co 4C rC >\ ACCORDANCE WITH 'TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY 5'- 1 1 4 PVC // a<> 07 a> 07 > Q �0 < o c Co < c a o a o 0 INLET A - C APPLICABLE LOCAL REGULATIONS. / rg a'rg?10 > o > t o < Cam,- C�> / `n 30.5" 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY BRISTOL COUNTY > , , > < C , t PRECAST OR APPROVED EQUAL. /\<o °>a °'aPo aP o^ p \ // /\// ////\/ j//\/ / /j�*/,�\ �o 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE 6" 47" 4.33' 18.5" STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. (TYP.) CENTER TO CENTER 6" PLAN VIEW REMOVE UNSUITABLE MATERIAL- 9 ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS ELECTRICAL ,uNcnar Box SHALL REPLACE WITH CLEAN SAND ) OR ASPHALT CEMENT. BE EXPLOSION -PROOF NEMA Vq WITH HYDROMATIC SERIES 3900 CONTROL BRACKET OR APPROVED EQUAL 7.5" TOP VIEW 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN, GRANULAR ff SAND 1N ACCORDANCE WITH 15.225(3) OF TITLE V. LIFTING 52.Qa C U LTEC CONTACTOR#280 3, 5 DIA. INLETS CHAIN INLET 4. PVC 11) THIS SYSTEM IS NOT DESIGNED FOR A 'GARBAGE DISPOSAL UNIT. O PVC ,,6 BACK mow BLEEDER TYPICAL CROSS SECTION D ETA I L OUTLET INVERT = 50.90 INVERT = 50.65 EMERGENCY STORAGE=440G e. •. ` GATE FLOAT " ALARM ON = 48.90 262 G/FT = 1.68' REQUIRED V�� swiTK�•I ROOF DRAIN CHAMBER SYSTEM �, N = 48.15 a 5, 5" DIA. OUTLETS - PUMP NOT To SCALE BOARD OF HEALTH STAMPS RISER POWER � *2 DOSES PER DAY=220G/DOSE �' LAMES 262 G/FT = 0.83' t - CV CROSS S THIS SYSTEM_ THE APPROVAL BY THIS OFFICE PUMP OFF s 47.,5 ROOF DRAIN NOTES: SECTION VIEW IS NOT DESIGNED 46.65 1. (3) CULTEC CONTACTOR #280 UNITS SHALL BE INSTALLED WITH THE CONSTRUCTION OF EACH PROPOSED . FOR GARBAGEDOES NOT GUARANTEE THE H 2 GRINDER, EFFECTIVENESS OF ANY INSTALLATION! .... DWELLING. WHIRLPOOL OR OTHER CROSS SECTION vlEw DISTRIBUTION BOX HIGHDARTMOUTH BOARD of HEALTH WATER USE DEVICES PUMP CHAMBER NOT TO SCALE NOT TO SCALE CONSTRUCTION OF THIS SEPTIC SYSTEM NOTE: 1.) ALL WELLS LOCATED WITHIN 200' TO PROPOSED IVIU% I tSt L; IVItaLt I V&%PAVA�' r`�ALTH STAMPS 2. THIS LOT IS LOCATED IN A FIRM ZONE "C" YEARS OF THE D 10'-6" S.A.S. ARE SHOWN. ) 3.) PERCENT LOT COVERAGE: 9.6% f t .[ ENGINEERS AS - BUILT (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE. APPROVED BY TOI N OF DARTr'ZOUTH RS AS BUILT PLAN & 5.) THIS LOT IS PARTIALLY LOCATED WITHIN AN AQUIFER ZONE III. BOARD OF HEALTH CERTIFICATION STATEMENT REQU 3ED I 5'-8" t l 3.5"dia. DATE: - BOARD OF HEALTH 5"dia. \ \ knockouts FOR BUILDING DEPARTMENT USE INSPECTION REQUIRED outlet inlet PLOT PLAN FOR PERMIT AGENT: �- C,( WHEN EXCAVATED owEwNc 0' 30, 60' 90' RAISE D-BOX COVER TO WITHIN TOP OF 6" OF FINAL GRADE P.E. STAMP PLAN VIEW FOUNDATION FINISH GRADE SUBSURFACE SEWAGE DISPOSAL SYSTEM MAGNETIC TAPE TO BE PLACED OVER ELEV.=56.0 ELEV. =54.5f VENT INLET AND OUTLET TANK COVERS h� SEPTIC COMPONENTS T CLIENT: V- CORP, LLC „ 20' dia. cover (typ) FINISH GRADE FINISH GRADE EL.=67.0 MIN s Y �' , TO BE RAISED 'TO GRADE `` -: BTEVEN D. taper �- q." ELEV.=53.5(MIN.) FINISH GRADE 5' �S # �S �S 5' �' c o10SA . .. T .•' ELEV.=53.0(MIN.) 66.0 - - - 1, IN O.. _' 16b ASSESSORS MAP 42 LOT 14 (SUB. LOT 2) I _ �ti1 •„' •; s5.5o � o �408 CHASE ROAD TOP of so 65.71 �• 4 PVC SDR35 o STREET LOCATION: AD 3" , 0» SCH40 PVC Sap.02 �1C' ��*-- o • 3/4 -T >/r WASHED • • :�L, ,4 SLAB 4 P C (MIN,) tie �P :: • . _ DARTMOUTH, MA V DISTRIBUTION 65.00 STOW ELEV.-48.5 PROPOSED SDR35 0�o Box _ 5,_4" f loll,. 51.45 1500 GALLON 51.00 F 65.75 ENGINEERING FIRM: 4'-0" 4 -6" REINFORCED . SEASONAL HIGH GROUNDWATER ELEV.= 61.0 1000 GALLON S I TE C Inc. CONCRETE 50.90 4 50.65 P.L.S. STAMP-i-EC liquid 51.25 SEPTIC TANK REINFORCED CONCRETE LIMIT OF EXCAVATION EL.=57.5 SEE NOTE '#10 S44s Faunce Corner Road level ZABEL'UMP CHAMBER Dartmouth, MA 02747 3 walls 1 FIL R * FORCEMAIN TO BE A MINIMUM OF 12" BELOW GRADE (508) 998-2125 •. tal Engineering 9 FAX 0 998-7554 Civil and Environmen Engin •n (5 g) Land Use Planning 3" 6',3/4'-1-1/2' CRUSHED STONE BASE PUMP CHAMBER BUOYANCY CALCULATIONS DATE: MARCH 24, 2020 CROSS SECTION VIEW 6",3/4"-1-1/2" CRUSHED STONE BASE UP: 3.83' DEEP X 8.5' WIDE X 4.83' LONG X 7.48 G/CF X 8.34 #/GAL=9809# UP REVISED: 4/13/2020 SEPTIC TANK- SYSTEM PROFILE DOWN: TANK, 59.33 CU.FT X 120#/CF=7120# DOWN DOWN: SOIL COVER, 1.0' DEEP X 8.5' X 4.83' X 100#/CF=4105.5# DOWN CONTACT PERSON: DAN GIOIOSA NET FORCE = 7120# DOWN + 4105.5#' DOWN - 9809# UP=1416.5# DOWN NOT TO SCALE ACAD NO. DAR 09-4389 SSDS.DWG FILE NO. 09-4389 (SEE SHEET 2 FOR ETAIL) __ A31/ Q WHEN EXCAVATED X1, l l/ _ ._ � � I LOT 3 � I 1 / / — I 40574.2 SQ. FT. � THE APPROVAL BY THIS OFFICE / 0.93 ACRES DOES NOT GUARANTEE THE EFFECTIVENESS OF ANY INSTALLATION / / \ wgoo o��n c 89 11 DARTM4 �. \ I ! �� �,�. /I OUTH BOARD OF HEALTH w II Q PROPOSED + I � li 111311 m o m WELL SS 1 -- _ os / Al2 THIS SYSTEM 16 NOT DESIGNED \ FOR GARBAGE GRINDER \ \ - WHIRLPOOL OR OTHER a m / I OPEN SPACE I f s d- N Q \ MAP 42 LOT 16 HIGH WATER USE DEVICES PARCEL A 11[A����II \ cv I \ / N OF THIS SEPTIC SYSTEM I � \ �TRUCTIO Z f I PROPOSED ' ROOF DRAIN I _ _ \ l �+ cv \ 1 I t �- � �, A \ / ;T BE COMPLETED WITHIN THREE (3) 64 w I ( I � I I � (SEE SHEET 2 FOR _DETAIL) N � I / Aj � 1 _ I • I � - BARS OF THE DATE OF APPROVAL — 53.91 ' N _III I 1 ISOLATED LAN } \ I / � PROED BY TOWN OF DARTMOUTH I / \ — FAD OF HEALTH _ A34 I j SUBJECT TO -FL DING ! �' � ..-- -.. \ X7_ ,- � ; ;� ! 1 `� - \ \ I q1o116 \ _BOA _ �,,. CHECK �A33 � �� ! l I Q DAM \ \ - DATE: } 117 53\ l o w' I I� _ 118 / \ l I crg \%9 AGENT: C cn aL0 j MAINTAIN MINIMUM 1 % PITCH BACK TO PUMP CHAM 1 1\ I LO\ \ ! \\ 119 AND 1 OF COVER OVER PIPE , 1 o �o c�' �------ 54 �--'cv 39' I a�p11 p \ S I N \ cn _ a�� �t6e �` \ 120 oCO,' w �3m�m 0' \ \ \ \ 21 \ \� __ 1 ,� 10 _ _ 100 j �' 53 o ACCESS /\ UTILITY \ -- _ , PROPOS D 101 1 d � EASEMENT � XO6 s WELL MAP2 L T � \ 102 N PROPOSED \ \ 1��_ AI-STA WATER QUALITY SWALE \ - I RT t \ PROPOSE SILT t- NCE/ \ \ �k. \ ' \ \ \ \ ! A4 = LIMIT �F WORK\ \� 105 \, ,�� 1 \ \ �-'� — —� + ~ ENCHMARK: \ l \ F 1 N I / \ = — -- SPIK SET IN TREE \ \ 34. 7 104 \ \ \ \ A 0 WtNDMILL 1 \ — Z_ \ ! (TO BE REMOVED) w 74.07' R i \ \ 62 01� 0 C'41 741 1 \ I l W 7 \ \ I EXISTING o022 04 i WELL E 1 \ i t r �- LOT 1 ,� 820 ,� ti \ \ \S6 VENT INSP41 ECTION ` \ \ \ t \ w3 \ \ �� 6 \ / \ 9 OPEN SPACE \ \ _ Polk 1 \ ,� \ 1 \ o \ B1s (� XCAvaloN \ LOT 2 \ \ \ �- :_ o / PARCEL B \ \ \ \ 33652.E SQ. FT. / \ \ — _, \ acLO \ \ \ \ \ o \ '� 4.21 \ 0.77 A RES \ ! \ \ \ INTERMITTENT \ \ �\ \ \ \ \ 8 .00 \ \ \ \ ` \ 813E \ 813C _ C�FiA�NNEL \ \ 815 MAP 42 I \ \ I \ l 44 U LOT 12 8o jSO '9 0A7 —� JB13L I _ 1% -d T a� o Q cn -v cc 0 Z d _1 L J U w �o 0 0 oV) �tr 0 N 0 N 0 � J CL Q 191 N � n 04 z can V)�Q q, c iu 3 0 4 m LL.) o V Z 0 0 V) J � o m 0 m CIL (10 d- V) w O Ld D Q Q 04Q� J W Q�� U w Q Li = o 0p LL- D = 0 V cf)V) U)0� U Q > a 07 •1 a � b 0 a 0 0 to O Q N (:0 °' U t 0) W 00 7 7 0) 0 2 °; ELO , �o0 �oLO� c c c w a c d E c o c c d w O = - V ,� C CU J Acad No. DAR 09-4389 SSDS.DWG File No. 09-4389 4" PERFORATED PVC INSPECTION PORT SOIL DATA DATE: 9-22-16 PERFORMED BY: DANIEL GIOIOSA WITNESSED BY. COURTNEY 'COHEN, B.O.H. AGENT TP-S3 TP-S4 TP-S7 TP-S8 n 0" 62.5 0" A 61.5 0 A 63.0 0 A SANDY SANDY SANDY LOAM LOAM LOAM g„ 1OYR 3/3 „ 61.8 10 1OYR 3/3 60.7 10. 1OYR 3/3 622 " 8 B SANDY B SANDY B SANDY LOAM LOAM LOAM 10YR 6/6 10YR 6/6 10YR 6/6 28" 60.2 32 58.8 30" 61.5 30 " C 1 C 1 C 1 SANDY SANDY SANDY LOAM LOAM LOAM 2.5Y5/3 2.5Y5/3 2.5Y5/3 54" 58.0 48" 57.5 60" 58.0 50" C2 C2 C2 SANDY SANDY SANDY LOAM LOAM LOAM 2.5Y6/3 2.5Y6/3 2.5Y6/3 " 120" 53 0 102" A SANDY LOAM 1OYR 3/3 B SANDY LOAM 1OYR 6/6 C1 SANDY LOAM 2.5Y5/3 C2 SANDY LOAM 2.5Y6/3 64.0 63.3 61.5 3" MAX. EA TH �ACKFILL \\ � 0 o e'a a eav°aea apQo ap o pa C v o o0 0 ooeo0o °co o as ap c a ce 4Qcoe0 00 T o vo v o d o 0 0 o 'a 'd o o d o 0 0 0 o v o 0 o a oa o 00 1 odoo_o do 0 0 o 0 �' a o o a o v o o� o 0 o d d d o o a �o o. o 0 0 o do o d V. 0 0 oa o o0 o do 0 VVV 0 0 0 0 0 0 0 o -I o _ o 0 00 0 3, 61 6, 61 3, LEGEN D DESIGN DATA ------- 100--------- EXISTING CONTOUR 12 - MIN. EARTH BACKFILL 0 .PROPOSED CONTOUR DESIGN PERC RATE: 1" IN 6 MINUTES PIPE INVERT ELEVATION 2" DEPTH OF 1 8" - / _ TP 105 DESIGN FLOW:. 4 BEDROOMS X 110 GPD BDM = 440 GP / D REQUIRED „ 1/2 WASHED- PEASTONE TEST PIT SYSTEMDESIGN: USE 18 x 41 LEACHING BED 10" DEPTH OF 3/4" TO o0o 1--1/2n DOUBLE WASHED SEPTIC TANK BOTTOM: _ 41� LONG x 18� WIDE x 0.60 G/SF - 442.8 GPD PROVIDED CRUSHED STONE DISTRIBUTION BOX w PROPOSED WATER SERVICE LINE 120 52.5 102 53.0 n n - „ » . N ..6 MIN ES ® 36 PERC RATE. 1 IN 3 MIN PERC RATE. 1 I MOTTLES ®36 MOTTLES BY SPECIAL PERMIT: " C - ELEV.=61.0 PERC .DEPTH 56 PER DEPTH 50" ELEV.=60.0 H MOTTLES ® 36 MOTTLES 0 42 ELEV. 59.5 - ELEV.=58.0 FRONT YARD SETBACK: 20 FEET PUMP CHA MBER NOTES SIDE YARD SETBACK: 15 FEET REAR YARD SETBACK: 20 FEET 1. USE MYERS NO. ME75 SUBMERSIBLE PUMP, OR APPROVED EQU AL. .RATED AT 3/ 4 HP WITH A 2 DISCHARGE GENERAL NOTES 2. BOTH VISU AL AND AUDIO ALARMS ARE TO BE LOCATED WITHIN THE EXISTING DWELLING. 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED 3. THE OUTSIDE OF THE PUMP CHAMBER IS TO AND WHEN ALL COMPONENTS ARE 1N PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, BE SEALED WITH 2 COATS OF A THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. BITUMASTIC COMPOUN D. 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 4. THE PUMP CHAMBER IS TO BE A S MANUFACTURED BY SHEA 1000 GALLON TANK A 3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION DATUM. CONCRETE PRODUCTS OR APPROVED EQUAL. 5. PUMP AND ALARM TO BE SET ON SEPERATE CIRCUITS. 1n 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE 3/4 -1/ WASHED CRUSHED STONE 2 OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION. LOAM & SEED 8-0 4 OZ. NON -WOVEN FILTER FILL FABRIC ALL AROUND TOE 5 NO FIELD MODIFICATIONS TO WI _ 1 `AV ` 1 ) THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT r ,..yx w <,- r _:.,�, ,,.,.,, <, .. .,., rt PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. .a$, r.#"yA• Yn�,f :°`.'a X.c. fir `t.,r n�•'. ,i7,i..�:Xa°...�.•r "!' y� .r` .7 :o...�tc^Sw .tip .y3v +.4...-n,:+•.ti rF .:4 - .s w.v;`n•-�'t' �r. b'�r,,i, tr. . �: �:<_.,.i`+a:•z"`Y , k .t•r�.'+ .... d. +.,cR n.C, ^•E»d•. `7.i. `w...:' r,'s,-: : S .'9 w.x . ..L^!3..0 . L e.. ".. t`i:v^ d..r r�r`� r . a./ •�?' '+'%es,t r. -M a Z "3Y"++r 6 �:l`. L" 55,�.ovF:.^p:2, w �d. ,+ty,• P: -.i• .a< n�.r. .f; °ifF. :t:i �•"'. 1, rC'r.n;C .f Q'e.`•R'„ .� •.%,'{ �i',:.r�+..rt. - . k- ,.,r-,,. , 7".r�.. •>i'm ..w.. i •P,v..t i:r ".r .a57 : ��..r, ,;rS:'Sf:=i_S!:«< i ,.?: « s � - .. n <.z...rr'•=,;... a wr::. rz,,:r., .s�,x�wz :i . .ter z •�" ,a,.r ..�.,a.. cs'<..r+' :Y: x.:..r. ,.x...:i .�;i1 ..3.s .M � .+ ...;, ;• •ya ... : 2 ;...f,r he,E...•{is ; z .< � '..F:.• t 10 MIN. 7.`. ... ,sY. ,r, .,a.ry a ..Ya ..Xr #?' .t t.., or• {, a. t ..w. ,w+°.:.M••.."a;.�'3s ..°1 ..d. r. : . . f.€ ta. ..+ ..x ..f. - ...,. •<:r..,efi...�`,..�.�;, ,.,,_ ,.f=.x.�,; ...,., _.>.�;,..,�.�. ,-.-.d µ..,.r.�..��.� -<., ....._- \ 6 .UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN I �-+ �-� srpp��z%s0r>Oa a < ) ,- ., \ \ 4" PVC o7y�ta)y"0?rt�)y C3 33 a t ),� ) a"< °pCC rC 7 C)O-(c Ca ,C�j�>CO�rCos`1CQ \ �p ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY 5 2 r 1 // 1 // °' ° A °' a a a ©` c° Q o c°NC APPLICABLE LOCAL REGULATIONS. 1 INU_T A/''`�> />,cc°scc'P°am14, „<°� s <q� o) c ° °s r c° 30.5 I o �,7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY BRISTOL COUNTY 1\.�7,^ems y<4>s f: c�,s6 rps� <Pse <Pst .cc saw \/ /j `�;a °> a o o °> a <o os a o 0 o P P PRECAST OR APPROVED EQUAL. „ „ , (� 6 r 47 CENTERTO 6" 18.5" PLAN VIEW REMOVE UNSUITABLE MATERIAL - ELECTRICAL JUNCTION Box SHALL REPLACE WITH CLEAN SAND BE EXPLOSION -PROOF NEMA NI MATH HYDROMATIC SERIES 3900 7 5" CONTROL BRACKET OR APPROVED EQUAL - - TOP VIEW LIFTING 5200.3, 5" D I A. INLETS CHAIN CULTEC CONTACTOR #280 INLET 2" PVC 1/8- BACK FLOW BLEEDER 4' PVC •• OUTLET INVERT = 50.90 TYPICAL CROSS SECTION D ETAI L .. •. EMERGENCY STORAGE=440G •:'•... ' INVERT = 50.65 = 1.68' REQUIRED GAATEE UAT ^` ALARM ON = 48.90 262 G/FT _ - swTCH CHECK ROOF DRAIN CHAMBER SYSTEM 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR ASPHALT CEMENT. 10 EXCAVATE ALL UNSUITABLE U LE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN, GRANULAR SAND IN ACCORDANCE WITH 15.225(3) OF TITLE V. 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. 5, 5 DIA. UU I LETS = 48.15 NOT TO SCALE . BOARD OF HEALTH STAMPS RISER POWER � *2 DOSES PER DAY=220G/DOSE CABLES 262 G/FT = 0.83' CROSS SECTION a ROOF DRAIN NOTES. N VIEW THIS PUMP OFF 47.15 THE APPROVAL BY THIS OFFICE SYSTEM IS NOT DESIGNED ' 46.65 1. 3 CULTEC CONTACTOR #280 UNITS SHALL BE INSTALLED WITH THE CONSTRUCTION OF EACH PROPOSED 46.32 O DOES NOT GUARANTEE THE FOR GARBAGE GRINDER :. ... , H-20 DWELLING. CROSS SECTION VIEW EFFECTIVENESS OF ANY INSTALLATION WHIRLPOOL OR OTHER DISTRIBUTION BOX - DARTMOUTH BOARD OF HEALTH HIGH WATER USE DEVICES PUMP CHAMBER NOT ` TO SCALE NOT TO SCALE NOTE: 1. ALL WELLS LOCATED WITHIN 200' TO PROPOSED 10'-6" S.A.S. ARE SHOWN. 2.) THIS LOT IS LOCATED IN A FIRM ZONE "C". 3.) PERCENT LOT COVERAGE: 9.6% t 4.) (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE. 5.) THIS LOT IS PARTIALLY LOCATED WITHIN AN AQUIFER ZONE III. I 5-8" 3.5"dia. 5"dia. � \ � .� knockouts FOR BUILDING DEPARTMENT .USE outlet Met PLOT PLAN FOR PERMIT DWEWNG -J 0' 30' 60' 90' RAISE D-BOX COVER TO WITHIN TOP OF 6" OF FINAL GRADE PLAN VIEW FOUNDATION FINISH GRADE MAGNETIC TAPE TO BE PLACED OVER ELEV.=56.0 ELEV. =54.5f VENT INLET AND OUTLET TANK COVERS SEPTIC COMPONENTS 20" dia. cover (typ) FINISH GRADE TO BE RAISED TO GRADE FINISH GRADE EL.=67.0 MIN 5. , taper � l4" ELEV.=53.5(MIN.) FINISH -GRADE '� �I � '� # � � �S '� 5 1, , X ELEV.=53.0(MIN.) 66.0 r 65.92 .1.'65.71 1w 4" ,PVC SDR35, 65.50 TOP OF S Sa�.02 !rP\A. t v v 31,C-1 11r WASTED v v vv v w 3 10" " SCH4� PVC .: ,• `+` ,. ... _ 14" ELEV=48.5 PROPOSED 4 PVC SD'R 5 `L Q G� DISTRIBUTION... . • .. sra1E .w 65.00 51.45 1500 GALLON o� Box 5'-4" 10 4'_s" 51.00 REINFORCED F 65.75 y SEASONAL HIGH GROUNDWATER ELEV.= 61.0CS0 7 4'-0" , 1000 GALLON CONCRETE 50.90 50.65 liquid 51.25 SEPTIC TANK REINFORCED CONCRETE LIMIT OF EXCAVATION EL.=57.5 SEE NOTE #10 level ZABEL r ,'LIMP CHAMBER 3"walls 1 FIL R ` F R * FORCEMAIN TO BE A MINIMUM 0 12" BELOW GRADE -ff• . •.. 3» 6-.3/4"-1-1/2" CRUSHED STONE BASE PUMP CHAMBER BUOYANCY CALCULATIONS CROSS SECTION VIEW 6",3/4"-1-1/2" CRUSHED STONE BASE � ' UP: 3.83 DEEP X 8.5 WIDE X 4.83 LONG X 7.48 G/CF X 8.34 #/GAL=9809# UP SEPTIC T///�� `� N KPROFILE DOWN: TANK, 59.33 CU.FT X 120#/CF=7120# DOWN SYSTEM DOWN: SOIL COVER, 1.0' DEEP X 8.5' X 4.83' X 100#/CF=4105.5# DOWN NET FORCE = 7120# DOWN + 4105.5# DOWN - 9809# UP=1416.5# DOWN NOT TO SCALE CONSTRUCTION OF THIS SEPTIC SYSTE RAI 1 T tar r'lnIkAMI r:=n 1A1ITUI1`I-rUnr-I- /0 BOARD OF HEAtTiI.S SIT JQgE OF APP ROVAL ENGINEERS AS -BUILT PLAN & APPROVED BY TOWN OF DARTMOUTH CERTIFICATION STATEMENT REQUIRED BOARD OF HEALTH BOARD OF HEALTH DATE: D �� INSPECTION REQUIRE® AGENT: WHEN EXCAVATE ----- P.E. STAMP 11_VEN D.! GIn ^ � in 1 I"K . / c, P.L.S. STAMP SUBSURFACE SEWAGE DISPOSAL SYSTEM CLIENT: V-CORP, LLC ASSESSORS MAP 42 - LOT 14 (SUB. LOT 2) STREET LOCATION: 408 CHASE ROAD DARTMOUTH, MA ENGINEERING FIRM: SITEC, Inc. Ill 63 SAA EC' 449 Founce Corner Road Dartmouth, MA 02747 (508) 998-2125 Civil and Environmental Engineering FAX (508) 998-7554 Land Use Planning DATE MARCH 24, 2020 REVISED: 4/13/2020 CONTACT PERSON: DAN GIOIOSA \CAD NO. DAR 09-4389 SSDS.DWG FILE NO. 09-4389 i � I 11S q33 � i I 116 ' ISOLATED LAND SUBJECT TO FLOODING 10�� OPEN SPACE \ 11e PARCEL A J loy \ \ 119 �- 8 72 1 7p, ' � 1 06�� Op 7p1 N 71'02'24" E 96.98' \ N 2 Pvc V_- S 7 . \ D-Box 7 — '?-- — .a l _ VENT / NSPECTION PORT / \0 _ N'97. (9, \ 0 7p �Q,. \\ d' 419 � 418 q18� / 41) 41¢q A 41j \ t� 413 LOT 3 / 4 V/ S 84. 7 1g3ws. F EXISTING WELL Qo 1p PUMP 4 — 103 CHAMBERO SEPTIC 6_.0' Is, �� • TANK 87.70 • � E o� • �' 6g � 67 6> Og., 5. 4,9 56 S 77 (97.70 °� N 84 8 78, Gs2� 04- F N 53 �8 n � LOT 1 77 °S11 w INVERT SCHEDULE LOCATION DESIGN AS -BUILT OUT HOUSE 51.45 51.39 INTO TANK 51.25 51.08 OUT TANK 51.00 50.83 INTO PUMP CHAMBER 50.90 50.80 OUT PUMP CHAMBER 50.65 50.52 OF MA INTO D-BOX 65.92 65.92 OUT D-BOX 65.75 65.72 END PIPE 65.50 65.50-65.52. STEVEND• '' G1co01pSA 0 "I HEREBY CERTIFY THAT THIS SYSTEM HAS BEEN BUILT c� CNIL IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED PLAN, No.32165 MEETING ALL STATE AND LOCAL REGULATIONS RFGISTE��?�' O�FSstoNAL IITH RESPECT TO LOCA ON AND ELEVATION." / STEVEN D. GIOIOSA P.E. DATE / q10 q9 DA. ` �00ARD HEALTH ARR 09 2021 P.m 72:5f ` t PROPOSED TOP OF FOUNDATION ELEVATION=56.00 AS -BUILT TOP OF FOUNDATION ELEVATION=55.99