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HomeMy WebLinkAbout83-1378 - Site Plan; ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT 4SCH 40 FVC Is, PIPE - MIN PI TCN 'LOCUS f 0 F T. MIN. TO N9THIN 6 » OF F1.NISN GRADE . 118- PER FOOT TOP OF FOUND 4" SC" 40 PVC FLONCDIFFUSdR LaR EL= 20.2 PIPE - MIN PITCH CLEAN SAND � FIRST 2' TO 1/8" PER FOOT BE LEVEL MIN. 29' � MAX EL = 19.5 S GRADE MIN EL = 17.5 2" LAYER OF �E�IAFi JAR A B' MAX 118"-•7/2" DOUBLE PCNA - WASHED STCAIF_ � b FLOW LINE £L= 17.5 10" MJN. NULL RpAB £L- 17.0 EL= 1675 £L = 16.5 KNOB PAIL EL = 16.0 - EL 16: 0 EL= 16.6 C7 C3 C7 C7 C3 C3 C7 © C3 GAS BAFFLE 0 EL= 16, 4 C3 C3 L7 C3 fl C3 C7 40 CAST PION OR OUTLET TEE L(JC���1 Q�T IYIfP Ef�UAL) PIPE -MIN. - PI TCH 114" PCR FT. EL - 74 0 --- EL = 14.0 DIST. 314" To 1 112" .�OX DOUl3Lf WASHED OUTLET TEE STONE 5 FT MIN LIQUID DEPTH TEE DEP7N 7.1 ACTUAL BELOW FLOW LINE 1500 G�� s OF CRUSHEFJ STONE I2'' X 28 4 FT. r4 INCHES ON MECHANICALLY 5 FT 19 INCHES SEPTIC COMPACTED LEVEL RASF LEGEND .6 FT. 24 INCHES F,4A7A' BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = 6.9 EX'ST7NG SPOT ELEVATION ODXD 7 FT. 29 INCHES. ADJUSTED GROUND KA TER TABLE ( / / ) EL = 8 FT" 34 INCHES ` PROFILl' OF EXl57ING CONTOUR -00 -- - ,S�'# ,46 , DISPOSAL SYYST.�'�LI FINAL SPOT ELEVAT70N DO ,.. NOT TO S0,4L,& SOIL TEST LOCATION I�'.S"lCN C�ILCUI�4TlONS " TOWN WATER = W NUMBER OF BEDROOMS ....::.............................. 3 CA RBA GE DISPOSAL u},'T ............... ........... NO VARI�';IVES NOTES: TOTAL ESTIMATED FLOW 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM To D.E.P. TITLE 5 ( 110 GAL/BR./DAY x 3 13R.) 330 GAL./pAY 1 o,) VARIANCE FROM TITLE i! SECTION 15.211 - DISTANCE FROM S.A.S AND THE TOK?V OF YARMUTH RULES AND REGULATIONS FOR TfIF REQUIRED SEPTIC .TANK CAPACITY .................... 660 GAL, TO STREET PROPERTY LINE �- 101 FEET RE"O'D 8 FEET PROVIDED SUBSURFACE DISPOSAL OF SEWAGE. ACTUAL SIZE" OF SEPTIC TANK,,......... .............. 1500 GAL - 2 FOOT VARIANCE 2 ALL COVERS TO 5ANlTATY UNITS SHALL B£ BROUGHT TO K7TH1N 6 INCHES SOIL CLASSIFICATION ) VARIANCE FROM TITLE V SECTION 15.211 - DISTANCE' OF F7NISH GRADE EFFLUENT T L 4ADlNG RATE 0.74 GAL SF b• TANCE' FROM S.A.S. J. EX75T1NC AND FINAL_ GRADES SHALL REMAlNE.ESSEN77ALLY. TIlE SAM , £xCEPT / TO Y'IEST PROPERTY LINE -. t0 FEET RE4 D - 5 FEET PROVIDED y . v AS INDICATED LEACHING AREA PROWDEfl 5 FOOT VARIANCE , 4, NO DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO COMPLIANCE SIDE WALL f BOTTOM WITH TOi`Y7V ZONING REGULATIONS. OWNER / APPLICANT SHALL OBTAIN SUCH 12'"x 28' f..C1z�• xr 2$'j x 2 "x"2 " 495 S. r. DETFRMINAT70N FROM 7HE'APPROPRIATE AUTHORITY LEACHING CAPACITY (51DE}"'ACL ,' BOTTOM) .. 367 GAL. 5, THIS PLAN IS VALID IF IT IS STAMPED AND 51GNE'D IN RED. THIS OFFICE 496 x 0.74 ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES W -PCH DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES. RESERVE LEACHING CAPACITY 367 GAL. 6. ALL 'COMPONFNTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 " FEET OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR _ K^iRN 14 FEET OF DRIVES OR PARKING AREAS 7 CONTRACTOR IS RESPONSIBLE FOR VEERIFICAPON OF ALL- LOCATIONS AND ' ELEVAMNS, INCLUDING EXISUNG UTILITIES, PRIOR TO CONSTRUCTION, IF ANY DISCREPANCIES ARE FOUND, THIS OFFICE SHALL 8F NOTr*D IMMEDIA TSL Y. \ I 8. AEL UNSUITABLE' MATERIAL SHALL BE REMOVED UNDER AND FOR 5 FT - AROUND LEACHING FACILITY AND BE REPLACED WTN CLEAN GRANULAR \ SAND PER SECTION 15.255(.1) 0- THE STATE ENWRONMENTAL CODE, ` 177LE 5 TOP OF \ \� 9. EXISRNG SANITARY SYSTFM SHALL BE PUMPED AND ABANDONED TO THE SATISFACTION OF THE DENNIS i7C1Af2D OF HEALTH COASTAL `\ \ Tp� 10�j���Ts PQl Vl✓ IO EXISTING WA TER SERVICE TO BE CUT AND CAPPED AT THE MAIN BANK \ \ \ 4F li( AND NEW SERVICE TD BE INSTALLED AS SHOWN. TOWN OF YARMOUTH T ZONE WATER DEPT. TO BE NOT7FlED PRIOR TO ANY WORK. \ ��+ F DDD G DNt . EL 5 a.m. Top FOUNDA TION #1 DEEP 03SrRVA=TION HOLE LOG DATE OF ST "�• S �L Q� TUM v � ��� TE_51 12�_ I W MESSED BY . A. V. ' PERFORMFII BY T A. DUMAS ELEY. DEI'7H F170u SURFACE SOIL HORUt J SOIL SOIL SOIL COLOR MO QUER 19.2 f isaOFFAls,/&A's ,JOB 140.. 95--5798-00 -7FXTIJRF CUENT.'- HELEN A. D O VFL L - DR. gr. R., O'H.SI1£ET O - 5" A LOAMY SAND IOYR4/1 NO LOAMY SAND r8.s 1B.s 5" - 14" B LOAMY SAND 70YR618 ROOTS rs.D FINE SAND 10YR612 ROOTS 18.5 14" - 144" C MED SAND IOYR613 CLASS 1 72 5" - 16" 8 LOAMY SAND 10YR618 176 NO GWE "'oLOT 2 PERCOL A TION TESTD�'LF•. �� , �C' DATE: 5/16/96 DEPTH OF FERC. 66» .S- 1g \ �� `��j` t 18. 1 77ME. -2.-'00 RATE k(W. PER INCH _' < 2 a #2 DEEP OBSERVATION HOLE LOG DATE Of 7FST WITNESSED BY A. y �• ` J PERFORMED .BY T. A. DUMAS I ELEV. DMTH FROM SURFACE sok HORIZON sot! TEXTURE SOIL COLQ4 sOfL M077L)NG OVER f isaOFFAls,/&A's ,JOB 140.. 95--5798-00 DAA'. OCT 22. 1996 CUENT.'- HELEN A. D O VFL L , SEAL£" ..AS NOTED DR. gr. R., O'H.SI1£ET ------- 0 - ,3" A LOAMY SAND 10YR3/1 1B.s 3" 5" E. FINE SAND 10YR612 ROOTS 18.5 5" - 16" 8 LOAMY SAND 10YR618 176 16" - 144" C1 MED SAND IOYR6/4 CLASS I 6.9 LOT 4 18.2 . PERCOLATION TEST DA TE: 5/161.96 DEPTH OF FERC. (a ' .TIME: 2:00 RA TE MIN. F'E'R INCH --___-- s IT Pl i, , V . SCALE- 1 IN = 20 FT APPROVED.' B0,4P_9 of hl,6WTH PO4T-P A6!FjYT CDM ENTS. QlYNLW.' 1ITZEW A DOVEZZ. ,5IU,3DIIj1rAS101'V Del Tom:- . JUAT 14, 1947 RSV. ii q7 . DD f isaOFFAls,/&A's ,JOB 140.. 95--5798-00 DAA'. OCT 22. 1996 CUENT.'- HELEN A. D O VFL L , SEAL£" ..AS NOTED DR. gr. R., O'H.SI1£ET J or . 1 SCALE- 1 IN = 20 FT APPROVED.' B0,4P_9 of hl,6WTH PO4T-P A6!FjYT CDM ENTS. QlYNLW.' 1ITZEW A DOVEZZ. ,5IU,3DIIj1rAS101'V Del Tom:- . JUAT 14, 1947