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HomeMy WebLinkAboutBLD-17-3774TSP OF FOU' 'IA' 'N - 20 FT, VINIMUM FRO G_LLAP Ort CRAWL SPACE ELEV. 10C )0 i 1C FT. MINIMUM 0 F' MI M 'J FR 1 SLAB {ASSC ED) CONCRETE CO'JERS 4" SCHEDULE 40 )VC PIKE VIN. PITCH 1/8" PEP FT. 1 Oi 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4" PEP FT. FLOW TEE + LEVELERS I FLOW LINE --- i - - z J / I -ELEV _ _94_� / LEVEL ELEV. _ _4420_ BAF LE ELEv - 91_87 J6" MP ELEV. DISTR 3UTION ELEV. _ U_O 'I_D OU TLET - I: 0X _.9L0Q_-/ _QE` TH TEL (TO BE PLACED ON FIRM 9AS=) 4 ' =ET 14 NICHE TO TO BE W, TER TESTED 5 ET 19 NCHF ;C IF MORE TH, v ONE OUTLET 15 6 =ET 24NCHE 00 GALLOa j 7 1 =ET 29 INCHES(TO BE PLACE ) ON ^RM BASE) 8 ''-ET 34 INCHES SEPTI, TAN. 3 4" TO 1 1/2" CLEAN D UB OF FINES NASHE&SSONE ILT SEVAGE DISP(la! o SYSTEM PR( 94 LESCALE CLEAN SAND CINSPEC -ION PORT --LOAM AN" SEE' 2 LA SRC WASH-) ST .E 93.0 MAX. OR FI_ ER I '.ERIC VENT 9; .75 ` IN. NOT REOU RED 92.00 ` ' •ma i ° �n 10' 1 ELEV. -90.67--- / 6 HIGH CAPA -ONE Ip=1LTRk-',PS WITH SONE J AN Z 11' X 48' X 1C nENCH v)RMAnON 3 '00 SOIL AI?SO"PTS N WEZONE SYSTir M. ( 33AS)o usT USGS PR 'BABLF WATER TABLE EL OBSERVED WATER ABLE ( / / ) EE P 7TOM OF TF �T HOLE E _ -82.0 7O R LOT 75,000.'0 _± SF. jj 18.5 ,j \� i a 7 m n - 3.T - cy SOIL 15'60 GALLON 0 I ` ON CrG TEST SEPTIC TANK \ 0011, 10 94 I j 98.2 O e F D. F 91-0 30X LE`.:L ND: EXISTING SPOT ELEVAnC 00.0 EXISTING CONTOUR --- 00---- FINA' Sr_ - ELEVATIC`J MOTI FINA CON -OUR -- A LOAMY SAND SOIL TEST LOCATION NO UTILI''Y POLE -c- B LOAMY SAND TOWN WATER -W � "•- -•s CATCH BASIN a, C MEDIUM SAND G� S LINE Ct -AN OUT CF SSPOOL C.F. O 5.7 $fps 06.8 96.£ i I No SOIL TEST DATE OF SOIL TEST AUCU$T 10y X016 SOIL TEST DONE BY �_WU,19B ENGIN€ RINC WITNESSED BY A. VQKhQNE OBSERVATION HOLE 1 ELEV.- 94.0 PERCOLATION RATE __2 MIN./INCH AT 27 IN I4ES DEPTH HORIZ I TEXTURE COLOR MOTI 0-5" A LOAMY SAND 10YR5/1 NO 5-22" B LOAMY SAND 1OYR7/4 22-136" C MEDIUM SAND 2.5Y8/1 _ OTHER ROOTS ROOTS 93.56 92.16 NO WATER ENCOUNTERED AT 3 _6" 82.67 1- ELEV. _ _82.E7 DESIGN CALCULATIONS NUMBER OF BEDROOMS_ I GARBAGE DISPOSAL UNIT I! TOTAL ESTIMATED FLOW I ( 110 GAL/BR./DAY X _4 BR.) -A IZ. GAL./DAY REOUIRED SEPTIC TANK CAPACITY __j I GAL ACTUAL SIZE OF SEPTIC TANK " 11 I GAL. SOIL CLASSIFICATION DESIGN PERCOLATION RATE !;_ j MIN./IN. EFFLUENT LOADING RATE D ! GAL./DAY/S.F. LEACHING AREA ! _ 1 _ SO. FT. (1108)+(39=10/12) LEACHING CAPACITY (AREA X RATE) !'iE -,!M GAL/DAY 626.33 X 0.74 RESERVE LEACHING CAPACITY _T 1E_ GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM T : D.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS 17( 1' THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS •TO SANITARY UNITS SHALL BE BROUGI- WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL B CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UN DE I OR WTHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADI'C SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARN IN AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO ':tF IDE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIr;N I: WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLIC I.1, ' IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AJ' -ORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVAT O' CONTRACTOR IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LIP IF 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRACES AND ELEVATION!; IS WELL AS -_ aT€-.^..^-.`.D'r^S-->!'!0.4-7fl-GOE4?1.EPlCk�'^s--WGn%_4l�F .,E�It -#NY:_'JRRIA?1rDu _- IS TO BE BROUGHT TO THE ATTENTION OF THE DESIIr iENGINEER IMMEDIATELY. '. 8. PARCEL IS IN FLOOD ZONE X 67 9. LOT IS SHOWNON ASSESSORS MAP 10t AS PIIF TEL 10. ALL EXISTING SEPTICS ARE TO BE PUMPED AND EIT'IF i BACKFILLED WITH SAND OR REMOVED. i Yarmouth Health Department APPROVED: BOARD T HEALTH DATE ATT r C DESIGN 13 IMAM DRIVE T 11K MA 02660 - n = 20' i L li f ` 7742--00 ' Ir f 1 OF 1 SOUTH ' A&MOUTH, MA nSSG, PROPOSED SEPTI FOR JAN p RON Ut NOI LOT 25, #43 MIDST . LDC.SOUTH YARMOI s I±.TSER TNG -D 203 SEO BOX T711 508- 385-6900 SOUTH , DENNfS, 1 scar DATESEPT. 7, .2016 REV. OCT. 17; 2016 C SHI LOCATICN MAP REV- r. �. C DESIGN 13 IMAM DRIVE T 11K MA 02660 - n = 20' i L li f ` 7742--00 ' Ir f 1 OF 1 n i. NOTES: F -- - . _ BUILDER WILL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. -- ---------- - -- Z-,SOME DIMENSIONS MAY VARY. FIELD CONDITIOi S WILL PREVAIL AS LONG AS THE STRUCTURAL INTEGRITY IS NOT AFFECTED. 3- STRUCTU ZAL CHAN(i IS UST BE APPROVED L}- WINDOW & DOOR SIZES ) BE VERIFIED BY BUILDER PRIOR TO CONSTRUCTION. I 0 TOWN OF YAKAOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' COMPLIANCE. DATE; BUILDING OFRC \s -' y Yarmouth Health Department, 4PP ED '"• ` pV_ D>? E ame Date �r; ..�- i►�IKEir'-. _ .v �-�Hri',.a�^� "ski-.._ _ . pDRf33' N_ /./D S'i 2E1g^r'.,�?;t ..ra,'✓A,en�o_uT��+, r�i� RA, Wit/ ED: C1ANiBRrE (' y ARCHMECTURTil Ra. -DESIGN VI - �4' o• NOTES: F -- - . _ BUILDER WILL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. -- ---------- - -- Z-,SOME DIMENSIONS MAY VARY. FIELD CONDITIOi S WILL PREVAIL AS LONG AS THE STRUCTURAL INTEGRITY IS NOT AFFECTED. 3- STRUCTU ZAL CHAN(i IS UST BE APPROVED L}- WINDOW & DOOR SIZES ) BE VERIFIED BY BUILDER PRIOR TO CONSTRUCTION. I 0 TOWN OF YAKAOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' COMPLIANCE. DATE; BUILDING OFRC \s -' y Yarmouth Health Department, 4PP ED '"• ` pV_ D>? 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