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HomeMy WebLinkAbout83-1383 - Site Plan-"--w. .. .. .4T? .4 t'�.i'- ,-c -.-..: s^r-^.,,x.. e+^„T.4\--, .::.,,y,. r; Y: .-rt_ r• '.^q.^..'�.: ��.r .sa^ - ^^.,xs. •1': - T fi• , 1. �+F ,R' e5 _ , F lye ' ALL CIJVERS, To SANtT?RY ' 4 SCH 40 PVC : t_ UNITS SHALL BE. BROUGHT _ LOCUS' -, PiPF M,ti! PI TCH ;O FT.. MIN TO WITHIN S OF r . ( `�_` - T'INISH GRADE, 4" SCH.4J PVC FRECAST ti� S� royF TOP .OF FGJN✓ .p PIPE - M:N PITCH E � FLOWDIFFOSOR EL -.20.2. _ " PER FOOT CL�AV A'JD 1 8 £ f7RST TD / - _... 2- _ QHS a BE LEVEL MIN 2% fi�AX EL - . 37 7 iN GRADE MIN EL = -15.7 2" LAYER OF Q POND 118 2 36 ..VA 6' rdAx ka1ASNED STONE FLOW LINE ` AILS , ELS l6.0 t0" MIN. EL = 14.7 KNOB E - EL= 14.2 . L _ 15.5 EL = 15.25 _ EL y 142 14, 85 , C3 'b C3 . rm ria I= o © ' GAS BAFFLE 9 EL= 14.68 o 4" CAST-IRON OR OUTLET TFC EOJAL) PlFE 4+!N. 1� (I Ca Tt/1 Y� PITCH 1/4" PER FT FI. 12.2. -- EL 12.2 N LST. Jf4' ra ., 1/2' - -� DOUBLE WASHED OUTLET TEE BOX : STONE 5 � T MIN l LIQUID DEPrY TEL DEP TI1 1'500 C,4 7. _F ACTUAL' BFLOW FLOW LI.NF- S'BTIC ��$� a4 M cr CRU,-HED Ly6, OFToNE 32 X 9' 4 t T. 74 lNGHES TG BE r ,4AUFACF[lRF0 coMPAcrw LEVEL BASE 5 FT 15 JN4FfES TO .4CCO�ilOD�1TL�' Tfl�' S FT 24 'I'VCiIES FIST +5�'.ST ,1�I L30TTOl,! OF TEST. HOLE D±? Dt3SEFit2D WATER TABLE EL - 4.0 T FT- 29 INCHES' EROTIC_' Gly. ADJUSTED GROUND WATER TABLE (51 AN rL 5,1 8 FT. 34 INCHES KELL 1.41 V1 29, ZONE -A, CORRECTION 7. 1' . SE'�T14G'E' DISPOSAL SYSTE�if CLASS rr SOIL STARTS AT _ 4,5 NDT TO Sl'rlLF. VARIANCES. 1.) VARIANCE PROM 77TLE V SECTION 15.217 -DISTANCE FROha. AtST PROPf R T Y LIN : TO S, A. S. 10 FEET REQ DESfCjV C14LCfl&4TION.S NO TES. _ EE T r VARIANCE 5 E 1N FOOT Rn DU TH RE GU A TrON5 T NUdVIROf7OF-L3f--DROCWS........................- �.-w__._. -. - VA A GEZP CE ��� M RDVIUE ?.}._ RI R�.kf TO L I. ALL Waf?i�h�ANS1iIF-AMD 1fA%uRIALS SHALL CGV`(0 ro i?.E.P r TIF 5 � � c: - v 7 D:5TA,r E FH' i1!�I, inti TO S 4.S. ANO INF TOWN 0✓ ?ARMOUT11 RULES AND RFG0tAT7aN5 Far? TNF GARBAGE DISPOSAL UNIT ........................ _. Cr! J „- _ �„ �- SUE1suRFACE DISPOSAL OF SEWAGE. TOTA1_ ESTIMATI7 FLOC' T�� L u - �� ET FRJ�_G - 3 I 2. ALL COVERS TO SANITATY UNITS SHALL 8E fiRfIUGNT TarTYtN E rIYCPfES ( 110 GAL%BF�.�iJfiY x .:i ...... JJU GAL.%DA( t�ARll�.l4`Ct f FOG 1 OF FINISH GRADE FZFC,){111?EU SEPTIC TANK CAPACITY ...... .,....-....., 6E0 GAL. ,3.} VA1?IAIVCE FROM TITLE U SECTION 15:248: (J), .,�ESERVr- > J. .EXISTING AND FINAL GRADES SHALL f7EMAtuE ESS-N77ALLY TNF SAME, EXCEPT : ; AS' INDICATED ACTUAL SIZE OF SEPT'C TANK ..... 1500 GAL. AREA REQUIRED FOR NEW SYSTEM DESIGNS - IF 4. NO DE7ER,MINARON HAS BEEN MADE BY TN'S OFPCE AS TO CO!rPLIANCE SOIL CLASS+FICA TION ............... :...................._ ,I PRIMARY SA.S, FAttS, . THE. -AREA OF THE PRIMARY c ki1TN TOW'v ZOIY,RrG REGULAT 0N5. Oii 'ER / APPLICANT sNA,_L aaT 'v SUCH EFFLUENT LOADING'RATE' 0.74 GAL/SF SYSTEM SHALL BE EXCAVATED TO THE SATISFACTION DET£RM1NA770N FROM WE APPROPRIATE AUTI{ORITY. y LEAc1aIVG ARCA PROVIDED OF, THE BOARD OF f IrAL TII AND SHALL BC USED AS T!!E - F 5. THIS PLAN 1S. VALID 1F IT IS STAMPED AND SIGNED IN RED- THIS OFFICE ASSUMES NO REEPONSIBLLITY FOR I.VrOR&IA TION CON TAMED ON COPIES .SIDE ALL 4 GGTT0,,V RESFI?1� AREA ' k#aPCH DO NOT HAVE GR'G;NAL STAMPS AND SIGNATURES �..X.ITZ.:!..1�.+..nzi..X:2.�..z0............... 452 SJ r 6,.ALL COMPONENTS OF 7?4E SANITARY SYSTEM SHALL BE CAPABLE OF. LEACHING CAPACITY (SIDEWALL t 'BOTTOM) ._ 3, 4.5 _CAL. WLTHSTANr)iNC.H-10.LOAOING UNLESS THEY ARE NOFR OR W-TI10 452 x 0.74 FEET Of [3RI1ES OR PARKINS,: H-20 LOADING SHALL BE USED UNOCR OR RESERVE LEACHING CAPACITY,....,_.-.. _....._... 334.5 GAL. 'ZONE ►19TH/N 70 FEET OF DRIVES OR PARKING AREAS. FLOOD L NL 7, CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL LOCATIONS AND EL = S ELEVATIONS, .INCLUDING EXIS77NG UTILITIES PRIOR ,TO CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THIS OFFICE` SHALL BE NOTIFIED IMAVED1ATELY. 8. ALL. UNSUITABLE MATERIAL SHALL BE REMObED UNDER AND FOR 5 FT AROUND LEACHING FACILITY AND BE REPLACED W1 TH CLEAN CRANULAR SA NO PEI.' SEC77ON 15.255(3} OF THE STA TE ENVIRONMENTAL CODE ( B i Op OF #} TITLE s MtVr "a THE FA M. TOP OF COASTAL 9•' v_P7 �TANK7FM BE MANUFACTURED TO AcG ao rE FOUNfl TlQr1 NK RA 10. FAST SE- ACE SYSTE!V TO BE INSTALLED IN ACCORDANCE 91TH APPROVED �� 20 �� \ �� , `^ STATE REGULA170JVS AND THL MANUFACTURES-REGULA77ONS I 11. SYSTEM IS TO BE VEN7LD THRU INE HOUSE SANITARY VENT +�. . L . I�A T✓�Jf -- 4 4 18.7 LEGEND f ��� , Gj D,� \\ \�- �� E-XiS•77NG SPOT ELEVATION DO, 0 �'�ti �0 �, \ �- -- 12 _ EXISTING CONTOUR - - 00 - ? k FINAL SOOT ELE'✓ATION 00 } SOIL TEST LOCATION C. LOT 5 11v17- #1 DEEP OBSERVA TION HOLE LUG �� \ DATE of Tc ST _5/15196 Gj yyI WITNESSE-D 8Y A. V. f PERFORMED BY F. A. DUMAS �x�c��� V DEpTN FROM SURFACE SOIL ! kGRCON SOIL TEI rjRE Sok c OY sac N0 TR INC O HER 17.0 JO$ ND. 95-5798 -00 DATE: OCT. 22, 1996 CLIENT.- ' GA fHLHiN£... aVE L L ANLS SCALE: AS NOTED FD77r,� R. O'H.. SHEET 1 OF 1 G _ 8" A LOAMY .SAND 10YR3/r IVO 1s..� RGcrs 8" - 22" B LOAMY SAND 10Y,R5/8 75.2. 22' - 120" C MED SAND 10YT6/.3 CLASS I - 70 NO GWf- q 20 0 750 r� S T71 PERCOLATION TT DAT: _5/11s-- DEFT ! G,r TwE:• 2: DQ RATE MI/V PER INCH c 2 FNC '2 DEEP OBSERVATIOPtiI (TOLE LOG L 0 T S DAT G� TEST 5116196 O � r� / ` - } VNTNFSSFD BY A. V. r PLRFORt�LD BY T A. DUMASsat Sod EL EY. SVR.�AD H�R17CN T£XTIJRE cotoR MOTIONG 0 - F" A LOAMY SANLJ 10YR3/3 NO 155 9 6" - 1$"8 LOAMY SAND 10YR6/$ RO�iTS k 145 \ f 18" - 49" Cf { itlED SAND 10YR6/3 j 12.33 j Fe -02 9 � y 44" - 13$' C2 FINE SAND 10}R6/3 I 44" - 54" 4.5 I CLASS ! / 9 138" - 156" C3 SILT SAND 5GYN/5 CLASS 1! -: 3.0 GWF ®144" FL = 4.0 f PERCOLAT,'ON TEST ` 14.9 DA TE: __..,. _ DSPT71 OF PERG �\'Y/j E 1 �/j TIME - RATE_ MIN. PER INCH _ SCALE. IN = 20 FT t , r4PP1�O LL'1�.' B04RO OF hWAZT1l BATS .4 6!EIVT \ CDmwwTS, --- - _ -_ - -- - - _ - \ 14.2 O If WEE C14 TllZ,7RlA E'' ISO VEII, I.LA1�rL"S SUBI�ITIISION .OATI j JWJ 14 1.947 REV. FEB. 16, 1997 MOVED HOUSE JO$ ND. 95-5798 -00 DATE: OCT. 22, 1996 CLIENT.- ' GA fHLHiN£... aVE L L ANLS SCALE: AS NOTED FD77r,� R. O'H.. SHEET 1 OF 1 r4PP1�O LL'1�.' B04RO OF hWAZT1l BATS .4 6!EIVT \ CDmwwTS, --- - _ -_ - -- - - _ - \ 14.2 O If WEE C14 TllZ,7RlA E'' ISO VEII, I.LA1�rL"S SUBI�ITIISION .OATI j JWJ 14 1.947