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Home My WebLink About83-1330 - Site Plan002DE51 ON FLOW: f =j BEDROOMS x ! 10 GPD = ��: , •^ 6PD t t I p EXt I zL y. A 7r_LX a \1 X 3,79 D C;jALLE7-'1 CAW LE-L1G4A ---- - \G\E: SEC )rE /60"'- 6Q r_I- y�ME>u— 014, A rt,T I7z(8)/I + . `t' ;f ' itrl�hCf' INS scn:. INSTALL:OPE (1)-7iLX5 WXSZ�P LEACHING 4ASka?`( Vt=jS 1GPD>/55r7GPDREQD sZ ONE (I) - Z. 3GCIGAL SEPTIC TANK, MINIMUM ALLOWED (! f O �/ •o `- r . t ONE ( I) -Zna') GAL PUMP CHAMBER 1I-Zfl j Ip :P:E., ;'. < j ' cO 1✓ f t I �.>' 1 � � \/A F_M 0'1A ONE ( I) - DISTRIBUTION BOX (7 OUTLET) M-ZO) (ryF cr,L) L ``''-•T- '-i'NE <<EFa � ' 1 EXtS•i'ttJt,� FEt1C L'"": � �\�{ '� . 10(Z) - MEYERS EFFLUENT PUMP - MODEL�itN=c CAPABLE OF --_1 / + '�ESTPttL (LiM,r MG7(_ �`; s MYa� ZZ, LOT TkL� Z t PUMPING56,8OFM AT 13N FT TDH (OR APPROVED EQUAL) 12?,'f BGA�FL 7) A CERNAI`i1[G DUPLEX tt1�3AtlY�lroF1 WIT�i 'l±r; ze y_ 1 V ERS r_vj 7 r{L�.LL S�/:>TcS`'`i. A, 6fit.,A�ri ,-� Cid WrT \ t '..` Mre, a > MEY �i�rt wArr� f�iNF_'1�k -5tA GC IQ rxLLc i 1�,r„ ��MP - xtsT,raL� -CESS ?r Ls 1 C>GE aF CCit.("r=6t-_`� - r"` _1_111_ _ �` rr.-s { :. -�To :6E" RC^-.c7..1t, � W,•rw.>aw Clrim'., t, OTES: I?uctt�thlG VCN N 1) GARBAGE GRINDERS NOT ALLOWED WITH TH15 DESIGN. 2) THE INSTALLER 15 RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH 5UFFIGiENT STRENGTH �-I' ! i V); ` TO SUSTAIN ALL LOADS TO BE IMPOSED UPON THEM. ANY COMPONENT OF THE SYSTEM, 5UB-EGT TO VEHICULAR TRAFFIC, MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.RT.O. H-20 WHEEL LOADS. 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, THE INSTALLER' SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES '" -- < '? - s6 x TO THE DESIGN ENGINEERWi , YAC aUN71A }AEALT+k AC,ELIT �_-- �) 4) ALL GRAVITY EWER PrP_ SHALL BE 4 SGH 40 PVC UNLE55 OTH_= RN!SE — LOT NOTED, •*:.r M NiM'JM SLOPE SGP, 40 , a. SHALL B_ O.O FT/FT. `-�_"'-..-•---._� - --- // - r b) NO PART OF THIS'DESIGN 5i''ALL`PE AL7`ERED WITHOUT PRIOR APPROVAL FROM THE DE516N ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. 1I -i) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE 1 1 i / <) ! APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. / `c 8) THE INTENT -OF THI5 PLAN I5 TO 5HOW THE PL -515N OF THE 5EWAGE DISPOSAL SYSTEM ONLY. "' % THE SYSTEM HAS BEEN DE51(5NED TO AGGOMMODATE SANITARY SEWAGE FLOWS CCC \\\ L-, ,\\\I A550GIATEP VIITH NORMAL RESIDENTIAL USE FOR THE FLOH5 ESTIMATED UNDERf I ,^SAN 1DESIGN CALCULATIONS.I 44 G) ALL 6E5SPOOL5 SHALL BE PUMPED, FILLED WITH SAND, AND ABANDONED, OR REMOVED, 10) GONTRAGTOR/INSTALLER SHALL VERIFY ELEVATION OF EXIT INVERTS MOR TO _ (5c r LE; ! -Z \ , , ASC Zor_ta-k`! 11ztg4 wcl Ke / 5TARTIN5.GON5TRUGTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE „ { \ NFAVY AL1rY IS9O MA4440Lr GOVCR: DESIGN ENGINEER PRIOR TO PLACING ANY SYSTEM GOMPONENTS. ilIC j cq- ` \ ` , �oR A.PPf--V0} CgUA't.)' II) HATER SERVICE LOCATION 15 APPROXIMATE. IF THE WATER SERVICE 15 EXP05ED DURING 'T0 Roo�.. t g1 i INSTALLATION, THE GONTRAGTOR/IN5TALLER SHALL RELOCATE THE WATER SERVICE AS NECESSARY TO OBTAIN 10 FT SEPARATION. IF WATER/5EWER GRO55ING5 ARE NECESSARY, BOTH LINES SHALL BE GLASS 150 PRESSURE PIPE AND SHALL BE PRE55URE-TESTED I N 'T+,C Pp_= L c- TD ASSURE WATERTIGH7NES5, Fif)C ua';•: .�T[r s5- L,� tF scs'., Ltj 6 ,�L�.Y'.c zo' PTOi 3f�E;1 _ �\ �\ 6. 6 e .d, CowsCa TE fiiTE� a ori tCa C.��srN<r �1 Pvo lL:.:1 J J tJ oLtatt l E�yCSa; F G C tal CC (`. C 1Z) So1Lt'>:tr.pu;�.i_,AT'T++E LF.�U�r�t(..: F>G1LIT`( 51'.+�Lt_ L'E WtTr.±�Ss�>> (o>'~>�C-' - l`i '1'+� b> stCrta E i(�•, C Iz ,cr7_7..`` �{{ ..s, _•_----•-'--:..,,�. \-`�.. 7 Z `L � C7 i+.[ f\ LLC UN ITS 04-t'_>) a o ° o 0 0 6 !aS>* I f � ,\� .. \•-I }'1"1� -.Z � D` O r� �'1'J t -:I � t7! ti `` x .> ° � � � b '� INLET TEE GUT -OFF , CoCar�Dlif�LT" �(NtsN NO'i!^ jlE 1N5fALL!\� Ohl 0r 'i�+tE GEW �.E bt�?oSAL SYSTEM ip„ >i5 3r sp;scs+ 40P�� TOP OF FOUNDATION Zy ; xT :; t� r.�`1 ,cAs� I v �2� 30" DIA CAST IRON I" ABOVE OUTLET INVERT } W fT1 S � ?EIZ i `( dwiaE Z O .r ' ESIW1 E 0 G I1J CE.R. MIN. EL = VAR tI S, cvvc4 FIN1S4 & u.vt FRAME d GOVER r� v TO GRADE grrr. li f'QIoR TO Pr�cl' t Dt.ityt. LIB I_{OLI� ►4oT,rkca?t�r�L IS $ yD C. wyc 500 _ (a1L ?may =.T�r +- > F-e-g0W_E1� Po P- ALL It.tSPECGT101�14, 1,10 cot-�t. ON}Ef-AT- . • ' .?�1 4' DIA 5GH 40 PVC, PIPE !'�— 118' TO 1/2'.5TONE NEtAA I z°LAYER Or OF �N S`1S`IEM MAS( f3E �l�ckcF1LLE1 W 1T_#A0L3r Ftow . � �: � �>z..l��; fro• � �4� _�� ,z Af�P2c>'t/r`•.1.., 0( -f'laE CESI�� ENGINEER. AND YArzr-tot_it'�+ 4" VIA ny HOLEz t (1t Tial i� Ga E f14 j e _ 4" DIA 5GH 40 PVG PIPE.. SGH 40 ', I T 1t� 1 I 'S . - . - . nRo+' FLOW LINE PVG PIPE- - 1 "_DIA. PORDE t�1AlN I ID, Z`? .. - "DIA A,S ti'o i rD 10' I _ ,�• P .,r. VALVE ' ALARM AND ..' _ c>"��c�lar a�r�1� " Fvw C44AMBER I,-? LA6 F" -ow G.F. OF GONG.'TkiRUST $LOG IN6. _ - ZT�Cn 6AC r _ V$E zsvo ("AL SEPTIC - PUMP '17N' 5HIT6H AT ALL BEND5 IN FORGE MAIN ' °z - 3/4' TO t I/'2' t-tAS!'1+.D STONE `� b ��. ) E14sYiHh 7,00 5EPTIG TANKJS Lci 4 - - _ - � TANKF1/ 30' DIA. ' 12 Li -MELS W/5ANITARY 5 •. - N1N6 OVER PUMP THE MINIMJM SLOPE FOR •' `.�Mr'. k r o1�-'.:LCV1 7P S' St�CCIt= 11 OG 4• VIA sGH 40 PVG PIPE - LINE(5) EXITING D'BOX MU5T .REMAIN - - 15 1/8' PER PT 1 _ e ^fi Y y . . ' x,i < 1 .. PEVISt01 y Zl 4S 1111 `b1t1E�sSla.+` F17ar,. t�62 q 05 n 1 IFn 04 C" b•7� 6,r�D 6rZS LEVEL FOR 2 O BEFORE PITGHINO } 4kI -T �+ LIT" A,C DONN TO LEACHING FACILITY E�kT k to L . y•on NOTE: THE INFORMATION HEREON HAS BEENEv16,ort ADla..11lSQrG:.ttit PREPARED ACCORDING TO THE RECUIREMENTS E aT• k�+4�. (� Ru S>,tpt¢ OF TITLE 5 OF THE STATE 'ENVIRON"dENTAL wc=cT s�L,- EDGE OF THE SEA MOTEL �1 j0 ± 6 _ Pr_ 3.00 CODE FOR SUBSURFACE DISPOSAL OF SANITARY , — ---- SEWAGE AND LOCAL BOARD OF HEALTH SOUTH SHOR[ DRIVE. A :. ,... REGULATIONS. mf SEWAGE ,DISPOSAL SYSTEM r .. - : At'4:?•t>7 w� _ Y R.p v40,f .y t5" x''_. 4 G LQ . .. MRt7 : �,Rt'1•SmI'Ya.� rho,+* • r \�-: w . <' SGHEMATIG FLIM PROFILE �• d " F �* °1• COASTAL ��'NGINEERINGD A INSTALLATIONS T NP RM TD THE MINI REQUIREMENTS OF TITLE 5.: t ~.a a. T�" q�t`•y..-�c)`' CIVIL -STRUCTURAL -ENVIRONMENTAL ALLMUS CONFORM MUM � "�s' ARCHITECTURAL- :.. . - fi(e Home. C.\OWG\SDSP,,,B'G.OWG ;. .+ / :Pdr-I1111:. a � 1111 Y.JY`:.., .,?� k _�.. .,.1 u i Plot dote. D9/13/94 of 10.19 �Q.: �,.>=T +I— .1{Ia.� i lv�#,. Si �+1� }� j icl�fli . �{r L£.. 260LRANBIRRYHI6HWAY •c� / ��ozbss tso8 mss -65I1 C1321 0 ��-- SCALE GiEGK.ED BY pA1E Dit/NeNB t4Pr'BER .. NOTED 2- 1 , TEST PIT L06(ti) NO 5GALE TEST PIT I TEST PIT 2 EL ti, ; EL= 1 • 1�5 "U�,y4)I.r: t SJ65PIl-. •� S fL_ FIE E'j\aVAI'l, f-40TE i1 Ef>IiJt-1 - �tz �- - Ij4I'l�Fa't--± )O Or PiP.Ut't'_Sr=I>. L.E'l�:'.w.r•'!.:w.• P`JtJt:. PLAN REFERENCE: y° i b.s -foaso:� ..�AGILi"1 v, IM%�F_I'JiL`J, f✓+,}'?'��-.lAl... L144-ih-1. `�'.0 :� Ft4 F`I``Il.. ";'•'J ME�t.,1h'rl Aral•.!;.`% `-��R'it�i"wl%•4 `tL, (a..`�'?1 f_1NL� Sri&Soi U.P. 14114D, LOT 132 � Fr rJt To a (.'EY:.r�r'.C' L^;irr t_t!"`ri!•= �ist;.,L7ar �,:�t,.11�' i7o C'L, Ii.�) ANL> �-Or'tt7�';4.T' Tam (vll"P..l°!t7.4. DE51 ON FLOW: f =j BEDROOMS x ! 10 GPD = ��: , •^ 6PD t t I p EXt I zL y. A 7r_LX a \1 X 3,79 D C;jALLE7-'1 CAW LE-L1G4A ---- - \G\E: SEC )rE /60"'- 6Q r_I- y�ME>u— 014, A rt,T I7z(8)/I + . `t' ;f ' itrl�hCf' INS scn:. INSTALL:OPE (1)-7iLX5 WXSZ�P LEACHING 4ASka?`( Vt=jS 1GPD>/55r7GPDREQD sZ ONE (I) - Z. 3GCIGAL SEPTIC TANK, MINIMUM ALLOWED (! f O �/ •o `- r . t ONE ( I) -Zna') GAL PUMP CHAMBER 1I-Zfl j Ip :P:E., ;'. < j ' cO 1✓ f t I �.>' 1 � � \/A F_M 0'1A ONE ( I) - DISTRIBUTION BOX (7 OUTLET) M-ZO) (ryF cr,L) L ``''-•T- '-i'NE <<EFa � ' 1 EXtS•i'ttJt,� FEt1C L'"": � �\�{ '� . 10(Z) - MEYERS EFFLUENT PUMP - MODEL�itN=c CAPABLE OF --_1 / + '�ESTPttL (LiM,r MG7(_ �`; s MYa� ZZ, LOT TkL� Z t PUMPING56,8OFM AT 13N FT TDH (OR APPROVED EQUAL) 12?,'f BGA�FL 7) A CERNAI`i1[G DUPLEX tt1�3AtlY�lroF1 WIT�i 'l±r; ze y_ 1 V ERS r_vj 7 r{L�.LL S�/:>TcS`'`i. A, 6fit.,A�ri ,-� Cid WrT \ t '..` Mre, a > MEY �i�rt wArr� f�iNF_'1�k -5tA GC IQ rxLLc i 1�,r„ ��MP - xtsT,raL� -CESS ?r Ls 1 C>GE aF CCit.("r=6t-_`� - r"` _1_111_ _ �` rr.-s { :. -�To :6E" RC^-.c7..1t, � W,•rw.>aw Clrim'., t, OTES: I?uctt�thlG VCN N 1) GARBAGE GRINDERS NOT ALLOWED WITH TH15 DESIGN. 2) THE INSTALLER 15 RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH 5UFFIGiENT STRENGTH �-I' ! i V); ` TO SUSTAIN ALL LOADS TO BE IMPOSED UPON THEM. ANY COMPONENT OF THE SYSTEM, 5UB-EGT TO VEHICULAR TRAFFIC, MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.RT.O. H-20 WHEEL LOADS. 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, THE INSTALLER' SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES '" -- < '? - s6 x TO THE DESIGN ENGINEERWi , YAC aUN71A }AEALT+k AC,ELIT �_-- �) 4) ALL GRAVITY EWER PrP_ SHALL BE 4 SGH 40 PVC UNLE55 OTH_= RN!SE — LOT NOTED, •*:.r M NiM'JM SLOPE SGP, 40 , a. SHALL B_ O.O FT/FT. `-�_"'-..-•---._� - --- // - r b) NO PART OF THIS'DESIGN 5i''ALL`PE AL7`ERED WITHOUT PRIOR APPROVAL FROM THE DE516N ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. 1I -i) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE 1 1 i / <) ! APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. / `c 8) THE INTENT -OF THI5 PLAN I5 TO 5HOW THE PL -515N OF THE 5EWAGE DISPOSAL SYSTEM ONLY. "' % THE SYSTEM HAS BEEN DE51(5NED TO AGGOMMODATE SANITARY SEWAGE FLOWS CCC \\\ L-, ,\\\I A550GIATEP VIITH NORMAL RESIDENTIAL USE FOR THE FLOH5 ESTIMATED UNDERf I ,^SAN 1DESIGN CALCULATIONS.I 44 G) ALL 6E5SPOOL5 SHALL BE PUMPED, FILLED WITH SAND, AND ABANDONED, OR REMOVED, 10) GONTRAGTOR/INSTALLER SHALL VERIFY ELEVATION OF EXIT INVERTS MOR TO _ (5c r LE; ! -Z \ , , ASC Zor_ta-k`! 11ztg4 wcl Ke / 5TARTIN5.GON5TRUGTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE „ { \ NFAVY AL1rY IS9O MA4440Lr GOVCR: DESIGN ENGINEER PRIOR TO PLACING ANY SYSTEM GOMPONENTS. ilIC j cq- ` \ ` , �oR A.PPf--V0} CgUA't.)' II) HATER SERVICE LOCATION 15 APPROXIMATE. IF THE WATER SERVICE 15 EXP05ED DURING 'T0 Roo�.. t g1 i INSTALLATION, THE GONTRAGTOR/IN5TALLER SHALL RELOCATE THE WATER SERVICE AS NECESSARY TO OBTAIN 10 FT SEPARATION. IF WATER/5EWER GRO55ING5 ARE NECESSARY, BOTH LINES SHALL BE GLASS 150 PRESSURE PIPE AND SHALL BE PRE55URE-TESTED I N 'T+,C Pp_= L c- TD ASSURE WATERTIGH7NES5, Fif)C ua';•: .�T[r s5- L,� tF scs'., Ltj 6 ,�L�.Y'.c zo' PTOi 3f�E;1 _ �\ �\ 6. 6 e .d, CowsCa TE fiiTE� a ori tCa C.��srN<r �1 Pvo lL:.:1 J J tJ oLtatt l E�yCSa; F G C tal CC (`. C 1Z) So1Lt'>:tr.pu;�.i_,AT'T++E LF.�U�r�t(..: F>G1LIT`( 51'.+�Lt_ L'E WtTr.±�Ss�>> (o>'~>�C-' - l`i '1'+� b> stCrta E i(�•, C Iz ,cr7_7..`` �{{ ..s, _•_----•-'--:..,,�. \-`�.. 7 Z `L � C7 i+.[ f\ LLC UN ITS 04-t'_>) a o ° o 0 0 6 !aS>* I f � ,\� .. \•-I }'1"1� -.Z � D` O r� �'1'J t -:I � t7! ti `` x .> ° � � � b '� INLET TEE GUT -OFF , CoCar�Dlif�LT" �(NtsN NO'i!^ jlE 1N5fALL!\� Ohl 0r 'i�+tE GEW �.E bt�?oSAL SYSTEM ip„ >i5 3r sp;scs+ 40P�� TOP OF FOUNDATION Zy ; xT :; t� r.�`1 ,cAs� I v �2� 30" DIA CAST IRON I" ABOVE OUTLET INVERT } W fT1 S � ?EIZ i `( dwiaE Z O .r ' ESIW1 E 0 G I1J CE.R. MIN. EL = VAR tI S, cvvc4 FIN1S4 & u.vt FRAME d GOVER r� v TO GRADE grrr. li f'QIoR TO Pr�cl' t Dt.ityt. LIB I_{OLI� ►4oT,rkca?t�r�L IS $ yD C. wyc 500 _ (a1L ?may =.T�r +- > F-e-g0W_E1� Po P- ALL It.tSPECGT101�14, 1,10 cot-�t. ON}Ef-AT- . • ' .?�1 4' DIA 5GH 40 PVC, PIPE !'�— 118' TO 1/2'.5TONE NEtAA I z°LAYER Or OF �N S`1S`IEM MAS( f3E �l�ckcF1LLE1 W 1T_#A0L3r Ftow . � �: � �>z..l��; fro• � �4� _�� ,z Af�P2c>'t/r`•.1.., 0( -f'laE CESI�� ENGINEER. AND YArzr-tot_it'�+ 4" VIA ny HOLEz t (1t Tial i� Ga E f14 j e _ 4" DIA 5GH 40 PVG PIPE.. SGH 40 ', I T 1t� 1 I 'S . - . - . nRo+' FLOW LINE PVG PIPE- - 1 "_DIA. PORDE t�1AlN I ID, Z`? .. - "DIA A,S ti'o i rD 10' I _ ,�• P .,r. VALVE ' ALARM AND ..' _ c>"��c�lar a�r�1� " Fvw C44AMBER I,-? LA6 F" -ow G.F. OF GONG.'TkiRUST $LOG IN6. _ - ZT�Cn 6AC r _ V$E zsvo ("AL SEPTIC - PUMP '17N' 5HIT6H AT ALL BEND5 IN FORGE MAIN ' °z - 3/4' TO t I/'2' t-tAS!'1+.D STONE `� b ��. ) E14sYiHh 7,00 5EPTIG TANKJS Lci 4 - - _ - � TANKF1/ 30' DIA. ' 12 Li -MELS W/5ANITARY 5 •. - N1N6 OVER PUMP THE MINIMJM SLOPE FOR •' `.�Mr'. k r o1�-'.:LCV1 7P S' St�CCIt= 11 OG 4• VIA sGH 40 PVG PIPE - LINE(5) EXITING D'BOX MU5T .REMAIN - - 15 1/8' PER PT 1 _ e ^fi Y y . . ' x,i < 1 .. PEVISt01 y Zl 4S 1111 `b1t1E�sSla.+` F17ar,. t�62 q 05 n 1 IFn 04 C" b•7� 6,r�D 6rZS LEVEL FOR 2 O BEFORE PITGHINO } 4kI -T �+ LIT" A,C DONN TO LEACHING FACILITY E�kT k to L . y•on NOTE: THE INFORMATION HEREON HAS BEENEv16,ort ADla..11lSQrG:.ttit PREPARED ACCORDING TO THE RECUIREMENTS E aT• k�+4�. (� Ru S>,tpt¢ OF TITLE 5 OF THE STATE 'ENVIRON"dENTAL wc=cT s�L,- EDGE OF THE SEA MOTEL �1 j0 ± 6 _ Pr_ 3.00 CODE FOR SUBSURFACE DISPOSAL OF SANITARY , — ---- SEWAGE AND LOCAL BOARD OF HEALTH SOUTH SHOR[ DRIVE. A :. ,... REGULATIONS. mf SEWAGE ,DISPOSAL SYSTEM r .. - : At'4:?•t>7 w� _ Y R.p v40,f .y t5" x''_. 4 G LQ . .. MRt7 : �,Rt'1•SmI'Ya.� rho,+* • r \�-: w . <' SGHEMATIG FLIM PROFILE �• d " F �* °1• COASTAL ��'NGINEERINGD A INSTALLATIONS T NP RM TD THE MINI REQUIREMENTS OF TITLE 5.: t ~.a a. T�" q�t`•y..-�c)`' CIVIL -STRUCTURAL -ENVIRONMENTAL ALLMUS CONFORM MUM � "�s' ARCHITECTURAL- :.. . - fi(e Home. C.\OWG\SDSP,,,B'G.OWG ;. .+ / :Pdr-I1111:. a � 1111 Y.JY`:.., .,?� k _�.. .,.1 u i Plot dote. D9/13/94 of 10.19 �Q.: �,.>=T +I— .1{Ia.� i lv�#,. Si �+1� }� j icl�fli . �{r L£.. 260LRANBIRRYHI6HWAY •c� / ��ozbss tso8 mss -65I1 C1321 0 ��-- SCALE GiEGK.ED BY pA1E Dit/NeNB t4Pr'BER .. NOTED 2- 1 , 1 • S fL_ FIE E'j\aVAI'l, f-40TE �tz �- - Ij4I'l�Fa't--± )O Or PiP.Ut't'_Sr=I>. L.E'l�:'.w.r•'!.:w.• P`JtJt:. PLAN REFERENCE: y° i ..�AGILi"1 v, IM%�F_I'JiL`J, f✓+,}'?'��-.lAl... L144-ih-1. `�'.0 :� Ft4 F`I``Il.. ";'•'J ME�t.,1h'rl Aral•.!;.`% `-��R'it�i"wl%•4 `tL, (a..`�'?1 f_1NL� U.P. 14114D, LOT 132 p a (.'EY:.r�r'.C' L^;irr t_t!"`ri!•= �ist;.,L7ar �,:�t,.11�' i7o C'L, Ii.�) ANL> �-Or'tt7�';4.T' Tam (vll"P..l°!t7.4. f� � of SET'Y�..Ef`Fc• :. SN.•at� FILL SH"L_. . OF= 1 INl!'T�� G(Z LE35 f E'- t C H Q Er-0Pc /a s%> /.FTS Z P i �t_C re. ::. T' �6cc-wclT- 4 } ATE OF TEST= r`" °^ recP-tA h i , 5 - Locos' '7 �° /�Nn-urucKET 5o�t-11> ERCOLATION RATE : LEss T1 -4=.N Z r r•.1, c *' rc, vv,: --; tom: rli 4 -ro MrGILaM ` fLh: > S iR r:iilht J'„�/ y ARrMOU1`1',, KEY MAP diTNESSED BY : MHS” +N DC}�vv a •rE. Pt <:-;F c NO 56ALE ISGE Mdg-i —(, HCt L -T`,-1 AG,E-ka 4 j�Ro T�oS El% LEGEND . 177- L. x g t W x. 3, Z°J r D L I h '' O r F>a5nNe SPOT ORAOES If 3 I EACki('�iC GALI�(Z`( 64 -LO) L'cc t� ExsTlrscmirauz ouNpl IATER ENCOUNTERED AS NOTED PROPOS® CONTOUR No 4ct4 "':e-.. . CID DE51 ON FLOW: f =j BEDROOMS x ! 10 GPD = ��: , •^ 6PD t t I p EXt I zL y. A 7r_LX a \1 X 3,79 D C;jALLE7-'1 CAW LE-L1G4A ---- - \G\E: SEC )rE /60"'- 6Q r_I- y�ME>u— 014, A rt,T I7z(8)/I + . `t' ;f ' itrl�hCf' INS scn:. INSTALL:OPE (1)-7iLX5 WXSZ�P LEACHING 4ASka?`( Vt=jS 1GPD>/55r7GPDREQD sZ ONE (I) - Z. 3GCIGAL SEPTIC TANK, MINIMUM ALLOWED (! f O �/ •o `- r . t ONE ( I) -Zna') GAL PUMP CHAMBER 1I-Zfl j Ip :P:E., ;'. < j ' cO 1✓ f t I �.>' 1 � � \/A F_M 0'1A ONE ( I) - DISTRIBUTION BOX (7 OUTLET) M-ZO) (ryF cr,L) L ``''-•T- '-i'NE <<EFa � ' 1 EXtS•i'ttJt,� FEt1C L'"": � �\�{ '� . 10(Z) - MEYERS EFFLUENT PUMP - MODEL�itN=c CAPABLE OF --_1 / + '�ESTPttL (LiM,r MG7(_ �`; s MYa� ZZ, LOT TkL� Z t PUMPING56,8OFM AT 13N FT TDH (OR APPROVED EQUAL) 12?,'f BGA�FL 7) A CERNAI`i1[G DUPLEX tt1�3AtlY�lroF1 WIT�i 'l±r; ze y_ 1 V ERS r_vj 7 r{L�.LL S�/:>TcS`'`i. A, 6fit.,A�ri ,-� Cid WrT \ t '..` Mre, a > MEY �i�rt wArr� f�iNF_'1�k -5tA GC IQ rxLLc i 1�,r„ ��MP - xtsT,raL� -CESS ?r Ls 1 C>GE aF CCit.("r=6t-_`� - r"` _1_111_ _ �` rr.-s { :. -�To :6E" RC^-.c7..1t, � W,•rw.>aw Clrim'., t, OTES: I?uctt�thlG VCN N 1) GARBAGE GRINDERS NOT ALLOWED WITH TH15 DESIGN. 2) THE INSTALLER 15 RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH 5UFFIGiENT STRENGTH �-I' ! i V); ` TO SUSTAIN ALL LOADS TO BE IMPOSED UPON THEM. ANY COMPONENT OF THE SYSTEM, 5UB-EGT TO VEHICULAR TRAFFIC, MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.RT.O. H-20 WHEEL LOADS. 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, THE INSTALLER' SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES '" -- < '? - s6 x TO THE DESIGN ENGINEERWi , YAC aUN71A }AEALT+k AC,ELIT �_-- �) 4) ALL GRAVITY EWER PrP_ SHALL BE 4 SGH 40 PVC UNLE55 OTH_= RN!SE — LOT NOTED, •*:.r M NiM'JM SLOPE SGP, 40 , a. SHALL B_ O.O FT/FT. `-�_"'-..-•---._� - --- // - r b) NO PART OF THIS'DESIGN 5i''ALL`PE AL7`ERED WITHOUT PRIOR APPROVAL FROM THE DE516N ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. 1I -i) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE 1 1 i / <) ! APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. / `c 8) THE INTENT -OF THI5 PLAN I5 TO 5HOW THE PL -515N OF THE 5EWAGE DISPOSAL SYSTEM ONLY. "' % THE SYSTEM HAS BEEN DE51(5NED TO AGGOMMODATE SANITARY SEWAGE FLOWS CCC \\\ L-, ,\\\I A550GIATEP VIITH NORMAL RESIDENTIAL USE FOR THE FLOH5 ESTIMATED UNDERf I ,^SAN 1DESIGN CALCULATIONS.I 44 G) ALL 6E5SPOOL5 SHALL BE PUMPED, FILLED WITH SAND, AND ABANDONED, OR REMOVED, 10) GONTRAGTOR/INSTALLER SHALL VERIFY ELEVATION OF EXIT INVERTS MOR TO _ (5c r LE; ! -Z \ , , ASC Zor_ta-k`! 11ztg4 wcl Ke / 5TARTIN5.GON5TRUGTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE „ { \ NFAVY AL1rY IS9O MA4440Lr GOVCR: DESIGN ENGINEER PRIOR TO PLACING ANY SYSTEM GOMPONENTS. ilIC j cq- ` \ ` , �oR A.PPf--V0} CgUA't.)' II) HATER SERVICE LOCATION 15 APPROXIMATE. IF THE WATER SERVICE 15 EXP05ED DURING 'T0 Roo�.. t g1 i INSTALLATION, THE GONTRAGTOR/IN5TALLER SHALL RELOCATE THE WATER SERVICE AS NECESSARY TO OBTAIN 10 FT SEPARATION. IF WATER/5EWER GRO55ING5 ARE NECESSARY, BOTH LINES SHALL BE GLASS 150 PRESSURE PIPE AND SHALL BE PRE55URE-TESTED I N 'T+,C Pp_= L c- TD ASSURE WATERTIGH7NES5, Fif)C ua';•: .�T[r s5- L,� tF scs'., Ltj 6 ,�L�.Y'.c zo' PTOi 3f�E;1 _ �\ �\ 6. 6 e .d, CowsCa TE fiiTE� a ori tCa C.��srN<r �1 Pvo lL:.:1 J J tJ oLtatt l E�yCSa; F G C tal CC (`. C 1Z) So1Lt'>:tr.pu;�.i_,AT'T++E LF.�U�r�t(..: F>G1LIT`( 51'.+�Lt_ L'E WtTr.±�Ss�>> (o>'~>�C-' - l`i '1'+� b> stCrta E i(�•, C Iz ,cr7_7..`` �{{ ..s, _•_----•-'--:..,,�. \-`�.. 7 Z `L � C7 i+.[ f\ LLC UN ITS 04-t'_>) a o ° o 0 0 6 !aS>* I f � ,\� .. \•-I }'1"1� -.Z � D` O r� �'1'J t -:I � t7! ti `` x .> ° � � � b '� INLET TEE GUT -OFF , CoCar�Dlif�LT" �(NtsN NO'i!^ jlE 1N5fALL!\� Ohl 0r 'i�+tE GEW �.E bt�?oSAL SYSTEM ip„ >i5 3r sp;scs+ 40P�� TOP OF FOUNDATION Zy ; xT :; t� r.�`1 ,cAs� I v �2� 30" DIA CAST IRON I" ABOVE OUTLET INVERT } W fT1 S � ?EIZ i `( dwiaE Z O .r ' ESIW1 E 0 G I1J CE.R. MIN. EL = VAR tI S, cvvc4 FIN1S4 & u.vt FRAME d GOVER r� v TO GRADE grrr. li f'QIoR TO Pr�cl' t Dt.ityt. LIB I_{OLI� ►4oT,rkca?t�r�L IS $ yD C. wyc 500 _ (a1L ?may =.T�r +- > F-e-g0W_E1� Po P- ALL It.tSPECGT101�14, 1,10 cot-�t. ON}Ef-AT- . • ' .?�1 4' DIA 5GH 40 PVC, PIPE !'�— 118' TO 1/2'.5TONE NEtAA I z°LAYER Or OF �N S`1S`IEM MAS( f3E �l�ckcF1LLE1 W 1T_#A0L3r Ftow . � �: � �>z..l��; fro• � �4� _�� ,z Af�P2c>'t/r`•.1.., 0( -f'laE CESI�� ENGINEER. AND YArzr-tot_it'�+ 4" VIA ny HOLEz t (1t Tial i� Ga E f14 j e _ 4" DIA 5GH 40 PVG PIPE.. SGH 40 ', I T 1t� 1 I 'S . - . - . nRo+' FLOW LINE PVG PIPE- - 1 "_DIA. PORDE t�1AlN I ID, Z`? .. - "DIA A,S ti'o i rD 10' I _ ,�• P .,r. VALVE ' ALARM AND ..' _ c>"��c�lar a�r�1� " Fvw C44AMBER I,-? LA6 F" -ow G.F. OF GONG.'TkiRUST $LOG IN6. _ - ZT�Cn 6AC r _ V$E zsvo ("AL SEPTIC - PUMP '17N' 5HIT6H AT ALL BEND5 IN FORGE MAIN ' °z - 3/4' TO t I/'2' t-tAS!'1+.D STONE `� b ��. ) E14sYiHh 7,00 5EPTIG TANKJS Lci 4 - - _ - � TANKF1/ 30' DIA. ' 12 Li -MELS W/5ANITARY 5 •. - N1N6 OVER PUMP THE MINIMJM SLOPE FOR •' `.�Mr'. k r o1�-'.:LCV1 7P S' St�CCIt= 11 OG 4• VIA sGH 40 PVG PIPE - LINE(5) EXITING D'BOX MU5T .REMAIN - - 15 1/8' PER PT 1 _ e ^fi Y y . . ' x,i < 1 .. PEVISt01 y Zl 4S 1111 `b1t1E�sSla.+` F17ar,. t�62 q 05 n 1 IFn 04 C" b•7� 6,r�D 6rZS LEVEL FOR 2 O BEFORE PITGHINO } 4kI -T �+ LIT" A,C DONN TO LEACHING FACILITY E�kT k to L . y•on NOTE: THE INFORMATION HEREON HAS BEENEv16,ort ADla..11lSQrG:.ttit PREPARED ACCORDING TO THE RECUIREMENTS E aT• k�+4�. (� Ru S>,tpt¢ OF TITLE 5 OF THE STATE 'ENVIRON"dENTAL wc=cT s�L,- EDGE OF THE SEA MOTEL �1 j0 ± 6 _ Pr_ 3.00 CODE FOR SUBSURFACE DISPOSAL OF SANITARY , — ---- SEWAGE AND LOCAL BOARD OF HEALTH SOUTH SHOR[ DRIVE. A :. ,... REGULATIONS. mf SEWAGE ,DISPOSAL SYSTEM r .. - : At'4:?•t>7 w� _ Y R.p v40,f .y t5" x''_. 4 G LQ . .. MRt7 : �,Rt'1•SmI'Ya.� rho,+* • r \�-: w . <' SGHEMATIG FLIM PROFILE �• d " F �* °1• COASTAL ��'NGINEERINGD A INSTALLATIONS T NP RM TD THE MINI REQUIREMENTS OF TITLE 5.: t ~.a a. T�" q�t`•y..-�c)`' CIVIL -STRUCTURAL -ENVIRONMENTAL ALLMUS CONFORM MUM � "�s' ARCHITECTURAL- :.. . - fi(e Home. C.\OWG\SDSP,,,B'G.OWG ;. .+ / :Pdr-I1111:. a � 1111 Y.JY`:.., .,?� k _�.. .,.1 u i Plot dote. D9/13/94 of 10.19 �Q.: �,.>=T +I— .1{Ia.� i lv�#,. Si �+1� }� j icl�fli . �{r L£.. 260LRANBIRRYHI6HWAY •c� / ��ozbss tso8 mss -65I1 C1321 0 ��-- SCALE GiEGK.ED BY pA1E Dit/NeNB t4Pr'BER .. NOTED 2- 1 ,