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Home My WebLink About83-1330 - Site PlanLII I 1 T NO, BEDf Dors Fcow - G �'D) . - V) l c .P r I y I�t�f, T 'IT LC,7C� 5 , S 33a — Feb, sof TES _ ( � ` L.oT"E>.,IZ'iJ12�,iZ4,13o,j31,�1.,.... NO SCALE TEST PIT I TEST PIT, 2.; TEST PIT 5 TEST'PIT 4 TEST PITS Z GZc� gc 8 5 ' EL= 1N=39� _. EL= 11.99111.991EL= 11,Lf'� EL= W74 EL= fid , ta4C < _ 1 yy C F DATE OF TEST: =L, t]P.ao+L, " I,.-i'ILL, y i.4�"il=t�9 1,.... -•. '1�oi�?'(i(l:. "�' f'ta4.2C.'}".ES'�. A1ri'.J. f'E€'.FaME1�i. Z.�bS� /J (J`�� c iS.pfu:, 3ti r' CSIL. I :. { :.. 01s \Z. -1 `r Zito Ci�Q 'O NAt!*iSCe�.. SDLI}3 �77--.- _.. Z;vc. H54,{F L1" I,3 {>* t.+.tT i Vp�cpil U a PERCOLATION RATE : LE 9S �I ta+( 1`lfat€7Tf S EJZ. .ItJCd1 I>i o.77�L Z I, �� f 1LtI . t V _ ..._ M6DtU11_. Fn�� T a / Nt+4?cNe� J �I 1 -TI5 IA c- >ILlm _5iawts SAW> MEPia�a Zo SUR x l l <�Af�s3 ' y / SO IL RENIO�/f\1_ N O TC YAf t ,rxs7+1 Mt�s��fOSE TS MAP HITNE55ED BY = MPS rir�F of �.kf�� , cE� KEY LE C. W ITIki w ID of PP Uz r< j LCnCtli-A(4 fACtL I T `/ RCt1\oVE- NO SCALE ('.5, �` MGANL�` � y 1✓f"""t�JE�('o ��'AUt`-• ��rPtS�E f`Au,Cc-�2�,LEh�7�Al`7'#=1 Af.�F-l'i— '1'•%P><'rl_ ,'�U>'.Sb;r�.-%at11_: if�ti-i:'r=J10taS t"1ATEfLfL\1_ L`oW='lT,�, 0ELt �YC YIatC T > Ns.Ft>tltNt `t\�t1y 6'k->�f'i.�T 1 h 4i� F Ef�LvaCE �iONTOURrJ -1'I + - v Wlrl-. :j -C CaAIZst Sr�NI> �1D EL, E3.5o� CrflV.� CvN; x G'IVOT�s 9X9 L. ,:„.,...__._... �O MII.. M,_ ,v'L.! LEf 1£N al. btt ' g.x. ' t t r �s'LN s� FI c_L I\L.L t ikyJC �nsnr✓F I0 — — —'o MCAtJM _ _ A GROUNDWATER ENCOUNTERED AS NOTED i'£R G>^+"; ,Pub, F-;,.Tt; Cr LEs5'r4kc-N�1 Z . n-IfOUTC`, rcc'_ vRoPosLv 1c, tsr4 IfJCFI 3tto�.. iv i� I��T; +aCLEf�E*i1, (-Dec- IJuTE 1'1- — __ PI20 f'.-oS�vvc> C7 YS\t_VtJ PUN1P G�f�:rrtUE�(!-S,-Zo,} Et� \Q CJI TER_L i gcL.oCls !oly - DICN GALGULATION5 " , DE516N FLOW: ig BEDROOMS x 0 6PD =,ZoclD6PD ( a4c oF/ �� " RO �)`�E D Y f3ZiLX 7-Y4 Xl D Lcour IH4'I'I-et'v c, / c. ' o6l'_ - X Z H X 1. D : LEACHING E `t_NC vt 3 . GPD S7.3iO OPP REGYD Ni ! 5oO:6AL SEPTIC TANK MiNiMUM ALLOHED (N 4 ( ) 3, '. ONE (1) - 3OnJ GAL PUMP GHAMBER ' ONE ( I) - DISTRIBUTION BOX (q OUTLET) H' Z 7 O(� \/ !i-1'. Lf - _ _ AURR- 1 / 8 w. 9x5 phvPos L� ONE (1 J MEYERS EFFLUENT PUMP ,MODEL CAPABLE OF ; �' �� .��---•-- Y r�'�•-�_ , �' y^ 9x5. `�— ,!' �,, ,.,.`'' =x.. ��9,4,,`1�' / Auai'-r.� "cour�o� PUMPINO1/6,3EPM'AT17,bFT TDH (OR APPROVED EGiUAL) E- �L'iERtii�i'•Iti;(, 1�\iY�'LC�. ft35'rA�.tL6s."Crs�rf '�±i'I'N h4E!'"�'iZ:S % 7'l `',.._ .Z.d iZL`i1L- S`fSTE?fi . j }.� . \ ...• �' ~�'_. .y - H ., ate'` S< -p.. - �... .'�.."" T '� I a r d 1 , J/I `vi ••" _-..._!1 1,,. - \ 4`.G / '� ...�.. i -...+ t l '-•d ".�' i `.7 �. V i [-�' � ��51.. Lci� -�V� `Gn I' 9 r' 1) 6ARBA&E 6RiNDER5 NOT ALLOHED WITH THIS DESIGN. 2),THE INSTALLER 15 RESPONSIBLE FOR A55URING THAT 6OMPONENT5 OF THE ,. �, t_oY 12h 5ENA6E DISPOSAL SYSTEM ARE DE5f6NED HITH SUFFICIENT 5TREN6TH - 1j TO SUSTAIN ALL LOADS TO BE IMPOSED UPON THEM. ANY COMPONENT tai o=r. •• (rY,?� '" /AGS \ OF THE SYSTEM, SUBJECT TO VEHICULAR TRAFFIC, MUST COMPLY WITH �ryi/ ,./ __ � 54 t 1 s A MINIMUM STANDARD OF A.A.5.H.T.O. H-20 HHEEL LOADS: / - /� I 3) PRIOR TO 5ETTfNG ANY 5EHAOF DISP05AL SYSTEM COMPONENT, THE INSTALLER SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES Lo I Z TO THE DE ENGINEER Atte YP rr_"c co- _ }DEALT l ACatrntT pRoPCxst� 4) ALL GRAVITY 5EHER PIPE SHALL BE 4 5GH 40 PVG UNLE55 OTHERH15E �. s c — __ A r>q - ' Lot f L j / NOTED. THE MINIMUM SLOPE OF 4" SGH 40 PVG HALL B_ .OI FT/T. 5) THE BOUNDARIES 5HOHN ARE FOR 5EHA&E D15POSAL SYSTEM DESIGN PURPOSES "ONLY AND ARE NOT THE RESULT OF A BOUNDARY SURVEY. LIABILITY FOR N UNt7 RTAKEN IN RELIANCE UPON THIS PLAN INSOFAR A5 THEY ?'c Gut ACTIO 5 E t c v `... ✓ ♦ ' . yr PO{lL Ey RELATE TO THE SETBACKS FROM PROPERTY OR R16HT OF HAY LINES, I? ++a+-R..r n x E LSD T'� �. t a ! C '-•....- � r-' _ _ ' SG i�GtF Y3 t_i �`."7: e•l� S YSTE Ni 17 RE5T5 SPECIFICALLY WfTH THE INSTALLER AND/OR OWNER, 6ri « �l� , 4_1 6) NO PART OF THIS DESIGN SHALL 8E ALTERED WITHOUT PRiOR APPROVAL FROM THE r _ 6 Lot 13D ,SSE SS- DE51GN ENGINEER AND THE AGENT OF THE "LOCAL BOARD OF HEALTH. ALL REOUE5T5 3lo cr�tz t iy(8) L.Ericlli�C 'i'r.,i �t 1._� ,4';=-`.1E r6't- � 3 < 1 _.._. ) FOR CHANGES SHALL BE MADE IN WRITING PRiOR TO CONSTRUCTION. RESE��'E rac.E { E '1) THE USE OF ALTERNATE MANUFACTURERS FOR ?SYSTEM COMPONENTS SHALL NOT B � -." APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES 6HANOE5 IN DESIGN. RE�utLT IN Pu��=� )4 8) THE INTENT OF THIS PLAN IS TO SHOW THE DESIGN OF THE SEWAGE DISPOSAL SYSTEM ONLY. <Co��' 3 Ito cr�� Is,o ' THE SYSTEM HAS BEEN DE51ONED TO ACCOMMODATE SANITARY 5EHA6E FLON5 (ZEpuCt 1 tk RE�2�y}�£D '�� c�iz ,i=Pt� of zo 8£TvIEEr_j I r �Cy Fj ~�� ' �i -- i �� Lt?� 3Z S 'ASSOCIATED NORMAL RESIDENTIAL USE FOR THE FLOHS ESTIMATED UNDER :y`Ijf �WCiL1T`l :F;�fj E-�t - W0`t4- G Owr1 { / '!,'1;�� i7E516N GALGULATIONS. A 1...0A C 1 KrWL r 4) ALL CESSPOOLS SHALL BE PUMPED, FILLED HITH SAND, AND ABANDONED, OR REMOVED." Y �'' , 0) %ONTRAGTOR/INSTALLER SHALL VERIFY ELEVATION OF EXiT INVERTS PRIOR TO `(PizMoU N BOAS D d I1 ALi+y IZEGt)LLAT-1011 S Y STARTIN6 CON5TRJCTION. ANY DI5GREPANCIE5 SHALL BE REPORTED TO THE-' '•':. DESIGN 'ENGINEER PRIOR TO PLACING ANY' S (STEM COMPONENTS.: z, I'S M ULTiPLE USS > :'iKC . Co"#1 o u U sE 11) HATER SERVICE LOCATION IS APPROXIMATE. IF THE HATER SERVICE 15 EXPOSED DURING PRoN+P+Ij uNtEs WtZTE At`I'2�sV3 IS OETrt INSTALLATION, THE CONTRACTORAN5TALLER SHALL RELOCATE THE HATER SERVICE A5 �FKOF'OSED L:E1-\GNLq. ,., �Acn I -r � .NE6E55ARY TO OBTAIN : FT SEPARATION. IF WATER/SEHER GROS51N65 ARE NECESSARY, r� L sc W �\ 130TH LINES SHALL BE CLASS 150 PRE55UP-E PIPE AND SHALL BE PRE55URE ;TESTED IN + of k� DE51,f Et}(�faJEG�h F �� (y i BZ B TO A55URE HATERTIOHTNE55, PIPE LLNGt AI. f.•f" r=P .SIriL,S SNALt__ 12,L,20 cE�tTt! C Qrs r f , , ��• A.:." -:'tcf'�frTE.."C1RC�:i1-" t -11w4',^ -loo Lz. S44NU- P�E 'FOMf' EE W IT"QCt S£}�> 2,'1 :"1'4 _ bE5lCxnt _.Gr~tGinf�E't... (1.� PLAN NENtA `f E IERS �w zo IN ET T E OUT -O INVERT TO 1 AYEOF 1/8" tM° S`/ST£M 1 EL TO 11 11 , 30" DIA CAST iRONIN-Z j L-- - STONE �`tALs: 1,I Zo) TOP OF FOUNDATION a _ EL = \I P.F iEiJ7 FRAME 4 COVER I!Nc-:r GovCF'-'(o p)/(_ Gc tr_IJ0C> j1,: TO GRADE D'BOX z \`y 4" DIA PERF. 40 PVC ( - it-. ZLJ - (`i j 1 . Al 15 Hl t END5 OF D15TRiBUTION LATERAL(5) . 'V�V4°DIA SGH40WGPIPE ..I.� -- �'atiF itif5'f�A,LLAT'r0tt O•Y "t"iat:-SWi.L1F DISf'oCxal_ SYSTEM S}lALLUE _ C ro o Q 2' -r �FtI�iNE✓f� �r IOE !'O F, CY-FILuAQC,. 4° DIA BL HOLE m ' 0 t t� `!8 N�tz. Nvr=F}c.�'tiT7'�t IS R�G�L1rT�Ei> FDR_ C.t.l !hlSPEcT10N�. , i t fi SGFI 40 f'VG PIPE 45ATE+ AL I �. �7 • b3 41 PJG PIPE -2 DIA. FORCE MAIN j.1b COt-�i'o N.i`t ?' o� '('t1t;, 5%f `,'iEM MA�{".gG (3`;?1CKFILLE )�j 1,,JrTNDU� PLOW LtT>E - ... BATE VALVE CrECKVALVE 3/4" TO 1-I/2" T Apps' •JAL caF a. <r `l_ o IR^ / ` lhr Fvrtf 1 O.F. OF GONG. THRUST BLOGKINs STONE LO CJS i_1cALT11 P CLtcwr, IaNb �1Aa- 1 PUMP GtiAMBERIH-Zof , ALARM orr AT ALL BEND5 IN FORGE MAIN . 3500 sAt . USE 3d 006AL.5EPTIG PtlMf"ON• SNITCH �j Z 5Et'1`10 TANK k `ZQ .TANK W/ 30'.DIA �" - - LEVELS W/SANITARY TEES TANK S 00 DIA.11'IP . PUMP °oPF' ) _ TT'E MINIMUM SLOPE FOR - .. .. :. ' : iL" Sul' -V _.. r 1 =,GH 40 PVG PIPE LINE(S) EXiTiN6 D=BOX MUST REMAIN _ as i/e^ PER FT R dlstet 3 i4 `, Rrvrsc Norc : 3 LEVEL FOR 2-D BEFORE PITCHING RVtStcN 3 8 45tSS NQ*Es .br DOWN TO LEACH FACILITY ES U i rAT _ . _ _ .------ NO 6ROVNDh ATER NOTE: THE INFORMATION HEREON HAS BEEN F £V tS tO=a; z 7Y n P h Go 'ft ctt T,£ u kf i<, co i T1< >L =�WKe L 1 PREPARED ACCORDING TO -THE REQUIREMENTS k.pc.ar.QN j�J^'E'.�t�EJI TtO• S �f cc_1FPE:� OF TITLE 5 OF THE STATE ENVIRONMENTAL ��r. { CODE FOR SUBSURFACE DISPOSAL OF SANITARY EDGE OF THE SEA MOTEL t 11+tT�1E "`Li Ac_tat!JC.-r�G{LIT`! {=ar< G Gf )TICr>L E • of !('� SEWAGE AND LOCAL BOARD OF HEALTH - :.�OUfH 5t10RE�7RIVE -YA I REGULATIONS. 1CXM91 '� f�aT:f�. TME DI SAL SYSTEM SEWAGE ell %�s_i..:iLLa '. / .J;.� �c n� r 1€•i t' ^' S R a DRAW DY, " '� N4« 5GNEMATI6 FLON PR.OFIL � W .r, _ OASTAL NGINEERI NG , � 0 � ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REGlJIREMInt;PS OF TITLE 5. - «-:*� . - �° CIVIL- STRUCTURAL- ENVIRONMENTAL >r/ - �f -ARCHITECTURAL- il:' w DSP IG.DWD `' rt" E '/t a {� O t ii i. y F c5 AL -L_ l tt i� t i i s K» I n t i �+ ,oB No. ' .f`e name C. D G\5 _B :.. ,,.: 1�� .il�•'iti=+.... �. ', , ,J: 3-�'� Ls +t: 7". uC _..." L'`,t,-.. �� t Ei ,f .z d. - , g 7 l ,,, 260 GR 4NBERRY HIGHWAY 1 - Plot :date: �D9'1394 aY.t Q:18 -:, �.._.�...,.. ._. �: .;. :: ::. .. .. � � � �: � - i � / c" .� 4 : I t • oRLFANS A55.02653 (5O8 255 6511 C 3 , L��1tJf� r +�tJ: 27;Ezal_ tit ,. >,%.i'_t>rlEl�-31.1. - scA� cr<.rreo trr GME : vrs�rerks w>r>Bez .. . NOTED In 27 -a5 �5-I x—Z1c; I > I TOP OF FOUNDATION a _ EL = \I P.F iEiJ7 FRAME 4 COVER I!Nc-:r GovCF'-'(o p)/(_ Gc tr_IJ0C> j1,: TO GRADE D'BOX z \`y 4" DIA PERF. 40 PVC ( - it-. ZLJ - (`i j 1 . Al 15 Hl t END5 OF D15TRiBUTION LATERAL(5) . 'V�V4°DIA SGH40WGPIPE ..I.� -- �'atiF itif5'f�A,LLAT'r0tt O•Y "t"iat:-SWi.L1F DISf'oCxal_ SYSTEM S}lALLUE _ C ro o Q 2' -r �FtI�iNE✓f� �r IOE !'O F, CY-FILuAQC,. 4° DIA BL HOLE m ' 0 t t� `!8 N�tz. Nvr=F}c.�'tiT7'�t IS R�G�L1rT�Ei> FDR_ C.t.l !hlSPEcT10N�. , i t fi SGFI 40 f'VG PIPE 45ATE+ AL I �. �7 • b3 41 PJG PIPE -2 DIA. FORCE MAIN j.1b COt-�i'o N.i`t ?' o� '('t1t;, 5%f `,'iEM MA�{".gG (3`;?1CKFILLE )�j 1,,JrTNDU� PLOW LtT>E - ... BATE VALVE CrECKVALVE 3/4" TO 1-I/2" T Apps' •JAL caF a. <r `l_ o IR^ / ` lhr Fvrtf 1 O.F. OF GONG. THRUST BLOGKINs STONE LO CJS i_1cALT11 P CLtcwr, IaNb �1Aa- 1 PUMP GtiAMBERIH-Zof , ALARM orr AT ALL BEND5 IN FORGE MAIN . 3500 sAt . USE 3d 006AL.5EPTIG PtlMf"ON• SNITCH �j Z 5Et'1`10 TANK k `ZQ .TANK W/ 30'.DIA �" - - LEVELS W/SANITARY TEES TANK S 00 DIA.11'IP . PUMP °oPF' ) _ TT'E MINIMUM SLOPE FOR - .. .. :. ' : iL" Sul' -V _.. r 1 =,GH 40 PVG PIPE LINE(S) EXiTiN6 D=BOX MUST REMAIN _ as i/e^ PER FT R dlstet 3 i4 `, Rrvrsc Norc : 3 LEVEL FOR 2-D BEFORE PITCHING RVtStcN 3 8 45tSS NQ*Es .br DOWN TO LEACH FACILITY ES U i rAT _ . _ _ .------ NO 6ROVNDh ATER NOTE: THE INFORMATION HEREON HAS BEEN F £V tS tO=a; z 7Y n P h Go 'ft ctt T,£ u kf i<, co i T1< >L =�WKe L 1 PREPARED ACCORDING TO -THE REQUIREMENTS k.pc.ar.QN j�J^'E'.�t�EJI TtO• S �f cc_1FPE:� OF TITLE 5 OF THE STATE ENVIRONMENTAL ��r. { CODE FOR SUBSURFACE DISPOSAL OF SANITARY EDGE OF THE SEA MOTEL t 11+tT�1E "`Li Ac_tat!JC.-r�G{LIT`! {=ar< G Gf )TICr>L E • of !('� SEWAGE AND LOCAL BOARD OF HEALTH - :.�OUfH 5t10RE�7RIVE -YA I REGULATIONS. 1CXM91 '� f�aT:f�. TME DI SAL SYSTEM SEWAGE ell %�s_i..:iLLa '. / .J;.� �c n� r 1€•i t' ^' S R a DRAW DY, " '� N4« 5GNEMATI6 FLON PR.OFIL � W .r, _ OASTAL NGINEERI NG , � 0 � ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REGlJIREMInt;PS OF TITLE 5. - «-:*� . - �° CIVIL- STRUCTURAL- ENVIRONMENTAL >r/ - �f -ARCHITECTURAL- il:' w DSP IG.DWD `' rt" E '/t a {� O t ii i. y F c5 AL -L_ l tt i� t i i s K» I n t i �+ ,oB No. ' .f`e name C. D G\5 _B :.. ,,.: 1�� .il�•'iti=+.... �. ', , ,J: 3-�'� Ls +t: 7". uC _..." L'`,t,-.. �� t Ei ,f .z d. - , g 7 l ,,, 260 GR 4NBERRY HIGHWAY 1 - Plot :date: �D9'1394 aY.t Q:18 -:, �.._.�...,.. ._. �: .;. :: ::. .. .. � � � �: � - i � / c" .� 4 : I t • oRLFANS A55.02653 (5O8 255 6511 C 3 , L��1tJf� r +�tJ: 27;Ezal_ tit ,. >,%.i'_t>rlEl�-31.1. - scA� cr<.rreo trr GME : vrs�rerks w>r>Bez .. . NOTED In 27 -a5 �5-I x—Z1c;