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HomeMy WebLinkAbout83-1382 - Site Plan70�N4,F PONY FML 0 O ZONE A 4 LL D LOT 1 #'I DEEP OBSERVATION HOLE LOG DATE Or TCST _ 5/76/96 _ 19.0 O V► T'VES.SED 8Y A. V 1.0 �, 1� TOP OF \� Q r"'FRFORMED BY T. A. 2 UMAS \ _ ��o Q �P � �' COASTAL DEPTH FROM s{)1L SOIL Sart sort aniER D,�,F�` `rc" Q �GL�' BANK ELTK SURFACE HORIZON TEXTURE COLOR �eOTTLiNG �����.�� ollc- 79.0 D - 8" A. 11 LOAMY sAND roYR4/2 NO F�oors ry4��-A�oQ 18.3A " 0 LOAMY SAND 10YR616 8 - 24„ 170 - C' p �. 19.0 ti 24 - 132" C MED SAND 10Y5� -S- R7/4 CLASS ! ODS s, �3`�­7 \. 8.0 6, 0 GWE ` . PERCOL A TION TEST DATE: 5 16 46 DEPTH OF PERE. 66 OAF` �•� PO \� --- ,p MIN. PFI,' INCH < 7 r . iIME:. 2: 00 RATE `.'� #1 XYf2 ,DEEP OBSER VA TION HOLE LOG DATE OF TEST 5 1s 9s W1rNESSED 8Y A. V ' PERFORMED BY T A_ DUMA,i 18.2 \ \.�• DEPTH FROM SOIL SOIL sox salt FLEv QiNER Q 18.3 \ �o ^ SURFACE HORIZON TEXTURE CDt.DR MDTTLIIVG -- 9�A o� 18.4,, � No o _ 3" o ORGANIC � � o 18.15 A LOAMY SAND 10YR3/1 19.2�� 17.6 OQ \ _ 10" 15" E FINE SAND 10YR7/1 \ S 17.15 18.4 \ - 15" - 30" B LOAAfY SAND , 10YR6/8 ROUTS LOT _ O T 3 \ 1 T 30" 132' c MED SAND 10rR7/4 CLASS I B. h TDP OF 15.9 NO G WE \ 7,4 ir"OUNDA TION PERCOLATION TEST \L = 20.1 DATE: 5 1s 9DEP174 OF PERI. �� \ { M. S.L. DA TUM TIME: 2. d0 RATE MIN. PER INCH < 2 - 1IAN z SCfIL�' 1 IN = 20 FT REV. 2I,1f 97 �no �i��ur�aSe No. 95-579-R--00 DATE: OCT 22, 1996 ctfENT. DAVID DOVELL ', SCALE:... AS NO 70 aR. eY..R. s SHEET 1 OF 1 � , ALL COVERS TO SANITARYZorus 4' SCH 40 PVC UNITS SHALL BE BROUGHT PIPE ---mw PITCH �5 Q 10 FT. M.N. TO 147FH1N S' OF GRADE 7/6' PER FOOT f I!v`ISH 4" SCH 40 PVC (-PRECAST FLOWDIFFUSOR OF FOUND TOP OF PIPE - MIN PITCH CLEAN SAND FOP 0.4 FIRST 2' TO 1/8" PER FOOT MAX EL 19.5 HS IpoNID S 8E LEVEL A?!N. 296 GRAD MIN EL 77.5 2' LAYER OF 1/8"-r/2" DOUBLE 6 �s" MAX s- Drax WASHED STONE�� 9" MfN}r HILL. =77 FLOW LINE EL = 16.5 pAfLRQA� KNOB EL= 17.5 EL= 17.0 r0" MIN. EL= 16.75 EL_ 18.0 EL = 16.0 EL= 1fi.fi O © © C7 © G C3 tM IM GAS BAFFLE EL= r6.4 Q o 0 0 ff,4P 4' casT IRON OR & OUTLEr TEE , L OCA TION ' EQUAL) PIPE -• MIN. PITCH 1/4" PER FT. f4 = 14.0 --- ,3/4' TO 1 '1/2" EL = 14.0 - DIST. DOUBLE WASHED 5 FT MTPJ STONE E.5 FT PROVIDED OUTLET TEE �BOX 32' x 9' LIQUID DEPTH TEF DEPTH -006" OF CRUSHED STONE BELOW FLOW LINE f6 6! 4Z DN OrCHANICALLY LEGEND 4 FT 14 INCHES CorNPAC7LD LEVEL BASF 5 FT 19 INCHES %,fINK EXISTING SPOT ELEVA]lON QQXO BOTTOM OF TEST HOLE OR OBSERVED VsA7ER TABLE FL = 7.4 6 FT, 24 INCHES ADJUSTED GROUND WA TR TABLE ( / / ) E! = EXISTING CONTOUR - -- QQ - -- 7 FT. 29 INCHES fRaAYLE OF 8 FT. 34 INCHES STfl'rr4 9,E 0jr,�5'f 0S,4L ,S'yS'TZiff r 1NAL sPDr ELEVATION DQ NOT TO SCf1LE SOIL TEST LOCA T70N Q► DESICN TOwv WATER _____ - W-_---- NUMBER OF BEDROOMS ... ................................. 3 ' GARBAGE. DISPOSAL UNIT ................................ NO VARIANCES: NOTES. TOTAL ESTIMATED FLOW ( 110 GAL/BR./DAY x 3 BR..) ...... 330 GAL./DAY 1 VARIANCE FROM TOWNOF YARMOUTH REG 3.7, DISTANCE FROM 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 REOUIRED SEP77C TANK CAPACITY .................... 650 GAL. VYETLAND TO S.A.S. - GAL. r00 FEET REO'D - 98 FEET PROVIDED AND THE TOWN OF YARMOUTH RULES AND REGULATIONS FOR THE ACTUAL SIZE OF SEPTIC TANK ......................... 1500 - 2 FOOT VARIANCE SUBSURFACE DISPOSAL OF "AGE. SgIL CLASS'FICATION.................................... 1 2. a) VARIANCE FROM TITLE V SECTION 75.211 - DISTANCE FROM 2. ALL COVERS TO SANITATY UNITS SHALL BE BROUGHT TO WITHIN S INrHES EFFLUENT LOADING RATE- ..•��• ••.•-•�••••••• 0.74 GAL/SF" WATER SUPPLY UNE (PRESSURE} TO S.A.S. -- J17 FEfT READ OF FINISH GRADE AND FINAL GRADES SHALL REMAINE ESSENT]ALLY 7TiE SAME EXCEPT LEACHING AREA PROVIDED 4 FEET PROVIDED - 6 FOOT VARIANCE FOR RES. AREA J. EXISTING AS INDICATED SIDEWALL + BOTTOM b.) VARIANCE FROM TITLE V SECTION 15.211 - DISTANCE FROM 4. NO DETERMINA170N HAS BEEN MADE BY THIS OFFICE AS TD COMPLIANCE 9 x 32 f (9 + 32) x 2 x 2 452 S.F. S.A.S. TO STREET PROPERTY UNE - 10 FEET REQ'D - 5 FEET V14TH To^ ZONING REGULA77ONS OWNER / APPLICANT SHALL OBTAIN SUCH .............. LEACHING CAPACITY (SIDEWALL BOTTOM) .. 334.5 GAL. pROWDED - 5 FOOT VARIANCE DE7ERMINAT1oN FROM THE APPROPRlATE.AUTNORlTY. TMS PLAN IS VALID IF IT IS STAMPED AND SIGNED IN RED. THIS OFFICE 452 x 0.74 334.5 GAL. c. VARIANCE FROM TITLE V SECTION 15.211 - DISTANCE FROM 5. ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES RESEpVE. LEACHING CAPACITY......................... • S.A.S. TO FAST SIDELINE- TG FEET RE'CJ� -• 5 FEET PROVIDED 14?ilCN DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES. - 5 FOOT VARIANCE 6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF KITHSrANDiNG H-70 LOADING UNLESS THEY ARE UNDER OR W"TH1N 10 FEET OF DRIVES OF PARKING. H-20 LOADING SHALL BE USEV UNDER OR W171-lIN 10 FEET OF DRIVES OR PARKING AREAS. 7. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL LOCA77ONS AND ELEVATIONS, INCLUDING EXIS77NG URLIITES, PRIOR. TO CONSTRUCTION, IF ANY DISCREPANCIES ARE- FOUND, THIS OFFME SHALL BE NOTJFIED IMMEDIA TFL Y. 8. ALL UNSUIrABEE MATERIAL SHALL FIE REMOVED UNDER AMD FOR 5 FT AROUND LEACHING FACILITY AND BE REPLACED WITH CLEAN GRANULAR SAND PER SECTION 15.255(3) OF THF STA 7F ENVIRONMENTAL CODS TITLE 5 70�N4,F PONY FML 0 O ZONE A 4 LL D LOT 1 #'I DEEP OBSERVATION HOLE LOG DATE Or TCST _ 5/76/96 _ 19.0 O V► T'VES.SED 8Y A. V 1.0 �, 1� TOP OF \� Q r"'FRFORMED BY T. A. 2 UMAS \ _ ��o Q �P � �' COASTAL DEPTH FROM s{)1L SOIL Sart sort aniER D,�,F�` `rc" Q �GL�' BANK ELTK SURFACE HORIZON TEXTURE COLOR �eOTTLiNG �����.�� ollc- 79.0 D - 8" A. 11 LOAMY sAND roYR4/2 NO F�oors ry4��-A�oQ 18.3A " 0 LOAMY SAND 10YR616 8 - 24„ 170 - C' p �. 19.0 ti 24 - 132" C MED SAND 10Y5� -S- R7/4 CLASS ! ODS s, �3`�­7 \. 8.0 6, 0 GWE ` . PERCOL A TION TEST DATE: 5 16 46 DEPTH OF PERE. 66 OAF` �•� PO \� --- ,p MIN. PFI,' INCH < 7 r . iIME:. 2: 00 RATE `.'� #1 XYf2 ,DEEP OBSER VA TION HOLE LOG DATE OF TEST 5 1s 9s W1rNESSED 8Y A. V ' PERFORMED BY T A_ DUMA,i 18.2 \ \.�• DEPTH FROM SOIL SOIL sox salt FLEv QiNER Q 18.3 \ �o ^ SURFACE HORIZON TEXTURE CDt.DR MDTTLIIVG -- 9�A o� 18.4,, � No o _ 3" o ORGANIC � � o 18.15 A LOAMY SAND 10YR3/1 19.2�� 17.6 OQ \ _ 10" 15" E FINE SAND 10YR7/1 \ S 17.15 18.4 \ - 15" - 30" B LOAAfY SAND , 10YR6/8 ROUTS LOT _ O T 3 \ 1 T 30" 132' c MED SAND 10rR7/4 CLASS I B. h TDP OF 15.9 NO G WE \ 7,4 ir"OUNDA TION PERCOLATION TEST \L = 20.1 DATE: 5 1s 9DEP174 OF PERI. �� \ { M. S.L. DA TUM TIME: 2. d0 RATE MIN. PER INCH < 2 - 1IAN z SCfIL�' 1 IN = 20 FT APPRO lIED.- oow?o of f F4LTff RAZ AG WT - CD�fNENTS.. 0 ffy TI?. I14 VID ISO f�TZI SUBDIifISION. �1 T - ,IUN�' 14, 1,947 r.,...mr�xr. r. rs ITT n n r rI7 PLT D �'TTT� T A Jl%,� REV. 2I,1f 97 �no �i��ur�aSe No. 95-579-R--00 DATE: OCT 22, 1996 ctfENT. DAVID DOVELL ', SCALE:... AS NO 70 aR. eY..R. o fL SHEET 1 OF 1 APPRO lIED.- oow?o of f F4LTff RAZ AG WT - CD�fNENTS.. 0 ffy TI?. I14 VID ISO f�TZI SUBDIifISION. �1 T - ,IUN�' 14, 1,947 r.,...mr�xr. r. rs ITT n n r rI7 PLT D �'TTT� T A Jl%,�