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HomeMy WebLinkAboutEngineered Plan - 2013IP® ■ss�e� ® 4" CAST s r e - .rrta�.air.r■�ri NPIPE e -EQUAL)eMINIMUMPITCH 1/4- PER FT. :rrLEV. 06 55 DEPTH HQRIZ TEXTURE ' ; . OLflR • `, MATT. OTHER . 0-16" FILL NO , 16--23" A/E LOAMY SAND '` 1OYR7/1' ROOTS 23-37" t3 LOAM`S SAND_ i.aYR6/6 ' � ROOTS 37-120" C MEDIUM SAND 2,5Y8/6. , 98.70 97.37 95.78 . 95.62 _ ss.7a • £V_,97_ 5 0 ` 1 , .. ` n. _ EL E V. .ZO�N4E. L_ "weN YI EL , _A _ _'. WATER ENCO,, UNTE , 'E,: ,D _ AT , E.L E; V._ _ , .65 9 .7 0 BHIGHCAPACITY INTI TRAMIN:I8.DRILp HOLE �WITH STONE INA z00 ELEV. 96.30,LINER 74 BE WATER TESTED 1i X 48 X<10 TRENCH FORMATIONWELLM W 29 V, 94.00ELEV. TO 3E PLACED ON FIRM BASE 050 TO 1 2" SOILABSO PTION INDEX 8.� 20 3) AL. 3 41500GAL.CHECK 'ADJUST 285 NO LIQUID OUTLET VALVWASHEDSTONE SYSTEM ASALL_WORKMANSHIP AND MATERIALS SHALL CONFORM TO . D , E., QEPTH TEE P.,Td BE PLACED ON FIRM BASE} TITLE 5AND THE TOWN'S RULES AND REGULATi ONS FOR4 FEET 141NCHE2 MY RS RM 4 5 FEET 19 INCHES DESIGN VA �� A11 ON S THE SUBSURFACE DISPOSALaF.SEWAGEX00oG�L� PUMP0.4 iP MAX.6 FEET 24 INCHES (OR EQUAL) U GS PROBABLE ,ELEV.,��NUMBER OF BEDROOMS' 2. ALL COVERS ,0 SANTARY UNITS; SHALL 8E BROUGHT T07 FEET 29 INCHES WITHIN FEET34 INCHES CHAMBER- USGSPROBABLEWATER TABLE ELEV �2_SPry1C_ TANK �GARBAGE DISPOSAL UNIT OF FINISHED GRADE. (CUSTOM-2 COMPARTMENT TANK) OBSERVED WATER TABLE(10/16/2013)ELEV. _$17-0.TOTAL ESTIMATED FLOW 3 ALL COMPONENTS OF THE SANITARY SYSTEM SHALC,,BE CAPABLE:O, F: , , , ' e , BOTTOM TEST HOLE ELEV (110 ALfB .%U - X4BR.) ..___ GAL/DAY AY NTHSTANDING H- .- , 1QLOADING UNLESS THEY ARE.UNDERQR �TiIN 8-$-OREQUIRED 1ST G MPARTMENT CAPACITY 0-- . .GAL '10 FT.. 4F DRIVES OR PARKING .. AREAS. H-20 :LOADING "SH A L L B E REQUIRED 2ND COMPARTMENT CAPACITY' USED UNDER OR WITHIN N 10F «QFDRtVESORPARKING AREAS.GAL. ACTUAL IE OF SEPTIC TANK ANY NASONARY UNITS USED 0 BRING COVERS TO,GRADESHALLSEWAGE DISPOSAL SYSTEM PROFILE AL N :P A , NOT TO -SCA 7.6 S01 CLASSIFICATION __ BE. MORTARED I LCE. 0 E ' 4 • 4..'MADE' WITH . .. i N, 5. LA0 DETERMINATION MAS BEEN AS TO COMPLIANCE_,. DESIGN PERCOLATION `.RATE ,�� MIN./IN. R ZONING R U ATI N OWNER P L CANTS TO . DEEDED 0 ZO G EGL 4 S E A P 1 3 ", EFFLUENT LOADING RATE „4.74, GAL./DAY/S.F.' I NK D t/ER ` TA C M APPROPRIATEUTHOR I AIN SU H:DETERMINATION F OA HI AREA �� SQ, FT. ",OBTAIN C RTY r p, HA A ATI N . LEACHING E .� �s� PUMP. CHAMBER, LCUL Q Y EXCAVATION N CONTRACTOR , 8.9 5. UTILITIES SHOWN :.:ARE APPROXIMATE .ONt E CAV. 0 11X48 + 59X2X10 2 i. )c �i _ _ _ -7 ,7 IS TO ALL= DIG SAFE At 1 888 344 .233 AT LEAST,72 HOURS' 483.48. C _ _ GAL, AY REQUIRED FLOW PER CYCLE .25 X 1_ GAL. CYCLE ACHING CAPACITY (AREA RATE _ , PRIOR 0COMMENCING,':WORK ON SI :110 s 626.3,3 X 0.74 RIR 7 E _ . VOLUME P R CYCLE GAL CYCLE 7.48 GAL. CU, FT. 14.71 CU. FT. CYCLE A VERIFY RA AN VATI N AS WE L S NbNE 7- CONTRACTOR '{S TO :VER GRADES Q ELE 0 5 L TY` A R 5 LEA iNG CAPACt G L DAY 1 ffi: E ERVE CH VOLUME OF WATER IN PIPE 3.14 X 0.00694 X' -.A- FT. _9&L,CU. F - _ R RCOMMENCINGW K N SL ..ANY... VARLATtON T , _, SITE, CONDITIONS P 10 TQ OR 4 SITE. T MINIMUM VOLUME PER Y C F. TOTAL IMU OLU E E CYCLE _ 1�i9 U 4 � M L VI YL 0 N I I ` 1 H T :ATTEN ON 0 £: DESIGN ENGINEER, � S TO 6E BROUG T 0 THE.... Ti THE CiE m 0.44. _ ., 1 . 9 1 00 .S.T DiSCHAR E � �_ CU. FT, 34.67 CU:FT. -FT. .FT. 0 G _ . : �A NS IMMEDIATELY., r BUOYANCY LCULATIO .70 � A A . CU:FT. 34 6 GU.FT: FT. FT. STORAGE-CAPACITY�_ GAL. � Y 17.48 G L / / 1 / f / ---�- LINER N .6 & C - 8. PARCEL IS IN FLO'O'D ZONES P C ...2000 GALLON SE Tl TANK':. R. PROVIDED ),Z_ REQUIRED �1,.5Q_ D _ 32 ., O OF'WATER DISPLACED 9, LOT IS SHOWN ON ASSESSORS MAP AS PARCEL .... X O WEIGHT d W E D S CED D BD M ARM R T N EPERATE CIRCUITS. _ 10 PU P AND AL ARE 0. BE 0 S, 7 12.5x6.5 ` 92,;55-91 2 x6Z.5' 4 214 LBS. M IS T ; .'B BOTH ADI AND VISUAL. , I ,� T F.. AN PER MANUFACTURER 11. ALAR 0 E ., U O L � WEIGH 0 T 4 ; :."14160 LBS. ,. `INSTALLED. k _ IMIT E �, 2..A ZABEL A18p0 FILTER IS TO BE_ . T F, CONCRETE , WEIGHT 0 4 � 13. AN LE TRIC 'PERMIT IS- D. :REQUIRED TO WIRE PUMP AND ALARM, N N ` MATERIAL : R ; FROM U D D 96.00 5 VERDI G �14. ALL UNSUITABLE ATER AL SHALT. BE REMOVED _ ,ER A T ` R ` INLET .�___� 0 ., ELEV. A INVERT LE :: SET TATION , � EXCESS WEIGHT Td dFF FLQ , OR A :MINIM M OF 5 AROUN SOIL ABSORPTION SYSTEM AND BE , 93.50 / ( F U CJ ELEV. AT LAG PUMP- &ALARM ON -----_ 4 14 9 946."LBS. B0X 14160 2 , MATERIAL {N R 5.255.3. • -% REPLACED. WITH ATER AL' AS 31O CM t _ , 93.27 f„�) , AT M 0 _._. ELEV. PUMP E / / 15'. S PTIC TANK AN PUMP CHAMBER ARE 0 BE MONO TANKS AND BE £ EV. AT. PUMP OFF 92.83 00 � �E D E T f 92.00 1 t• � � WATERPROOFED AT :THE MANUFACTURER.` T M F INSIDE PMP CHAMBER _...., ,� BQT 0 d SDE U „ � 4 T N N MINIMUM'OF 8 HOURS ` 91.75. .. U ,, i 00 GALLON :PUMP CHAMBER 16. THE INSTALLER 15'TO GIVE `TNE E Gt E1=R A M 0 BOTTOM OF 'OUTSIDE PUMP CHAMBER �1/ 0 N C.O. � FDISPLACED 2 WORKING DAYS NQTICE FOR THE FINAL, INSPECTION UBER BELOW). �. r� `NJEIGH7 0 WATER i ) C 5x625 053 LBS. 5.5x4.83 92.555--91.7 2. 17, PUMPS AND RMS ARE .TO BE ON A_SEPERATE ELECTRIC SERVICE xi) . , ALA . r. /<98. WEIGHT OF TANK PER MNUFACTURER 240 INDEPENDENT F THE R NTAL UNITS . SERVICES. _WEIGHT OF WATER iN SUMP 18. THERE ARE TWO PUMPS REQUIRED TO BE WIRED AND PLUMBED AS .«.A P 100.3 _DUAL, ALTERNATING PUMPS. .i ( p., 99.6 WEIGHT, OF CONCRETE WE , , � 1 . _ XIS G S P AR TO -B PUMPED AND REMOVED ALQNG WITH , 9 E .TTN E TICS >±, E ANY POLLUTED SOILS ENCOUNTERED, EXCESS. WEIGHT TQ OFFSET FLOTATION 0N , 2p, VARIANCES TO TiTLE 5 AND YARMOUTM"REGULATIONS, r .� 6187 LBS. .8240 , 20 M AR. 4 , J 53 A. SOIL ABSORPTION: -SYSTEM LESS. THAN 10 ,FRO l0' LINE V OF /, r B. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION V OF 2. 99 .1 C. SEPTIC 'TANK LESS THAN -10 ROM FOUNDATION (VAR. 0 8.7'). D. PUMP CHAMBER ..LESS THAN 10" FR , r t# �['TiC ., SYS71:. i ,/ , U GS 'ADJUSTMENT NT OF WATER TAB ` ' � ' , , .. E S .kl E , s S -''''"� 101.© � �,, //� .J , �. . _ ue t� st� 4e and Local ,.. ., , _ cat.. septic c xartaac � ... � F NO R SERVE AREA. T : 3 , . Poor ., dofllrs.3 .re r /. ., ve darn /v . � h , ,_ �ilr royal is r � . -_ , �' a urr rt E i/ EFt�. _ _ I1 rt e t 6 X56.6 S Urat rcr �l.e_rt res •a rrtloru_rt..lrs /rrot nr - r� aHr► ns/alte r a trons {? rwetirn ,soi 2000 GLON r r. r , .It _ Yarraottth Ei ItFa 1) , �. � __ a �a r a:rrtrtr I ...... w7Y G� SEP,T C T NK .. � . , o Vrj DR,1 G141 101.5 101:.1 / EX/S' .w • �. CAWN . $ fi APPROVED.FEAL \ , • u s nc 1• o > CSk P 114.5 CHAMB \ _ w / � DATE: AGENT A\ 99.2 �i 9 8.3 WIT OF` - x 5 OVERDiG 101.3 �. o .__{ 99.5 �G ��' 98.8 Vl i \ X00 , x ECEN D: 99.6 , 99.9 y j EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR ----00---- FINAL 0 ---FINAL SPOT ELEVATION 0: FiNAL CONTOUR -_^-- / SOIL TEST LOCATION