Loading...
HomeMy WebLinkAbout158 Merchant Avenue Proposed Septic Design 26 A HORIZ TEXTURE COLOR MOTT. OTHER 0-13 O/A 1/8' TO 1/2• . - 5,50 4' -CAST IRON PIPE 8 ' s " r' e I. - .. ._- - .. -. ... „ - -,inn.•-w� (OR EQUAL) MINIMUM ,- - J` 31.75 MIN. NOTTREOU!RED P<_ -v- AUG. 12,200 PITCH 1/4" PER fT. loe No._5596 1 REV, JUNE 13, 2003 TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR �• SOIL ' ` REv. MAY 2, 2003 SHEEfi 'ELEV. 0 39..00 _ .`.10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE GS 1 DATE OF SOIL TEST QE_CEMBEfj,24�002 \ CONCRETE CLEAN SAND SOIL TEST.DONE BY &ZTrER ENGINEERING WITNESSED T7 AM'S 9I ' COVERS 4' SCHEDULE 40 PVC PIPE BY _ YQN_ EiQNL LOAM AND SEED 09SERVA110N HME 1 ELEV.- 33.20 31.00 a _TMIN. MIN. PITCH 1/8* PER T. PERCOLATION RATE < _ 03SERVATION HO 2 2' LAYER OF M.N./INCH A7 . 60. INCHES PERCO ELE 32.00.:` i- ELEV. DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-13 O/A 1/8' TO 1/2• . IOYR3/3 5,50 4' -CAST IRON PIPE 8 + 10185/8 34,00 MAX WASHED STONE „ COURSE SAND (OR EQUAL) MINIMUM ,- - DATE DEC. 27, 2002 31.75 MIN. NOTTREOU!RED P<_ -v- AUG. 12,200 PITCH 1/4" PER fT. loe No._5596 1 REV, JUNE 13, 2003 LOCATION MAP - REv. MAY 2, 2003 SHEEfi TEE FLOW LINE ELEV. ' - 33.50 31.00 a _TMIN. ELEV. = 31 50 2'0" ELEV. s1 �� ELEV. _ 6T SUMP LEEVEL _30 7_ ELEV. 30_SS c o = 0 1� ELEV. 29.87 BAFFLE DISTRIBUTION LIQUID , OUTLET ELEV. _ BOX �,�- 6 HIGH CAPACITY INFILTRATORS WITH QFFRY ;JET 1'4E -19.INCHES (TO BE PLACED ON FIRM BASE) TO BE,WATEft TESTED STONE IN AN 5 6 FEET 24 INCHES 11 11t 1500 GALLON IF MORE THAN ONE OUTLET 11' X 48' X 10* TRENCH FORMATION •67 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-13 O/A LOAMY SAND IOYR3/3 NO ROOTS 13-38 8 LOAMY SAND 10185/8 ROOT S 38-132 C COURSE SAND ?OYR6/8 COBBLES LA11VIM RATE , D MIN,/I kORIT01v _ DEPTH HORlZ TEXTURE `COLOR MOTT. OTHER 0-9 O/A LOAMY SAND 10YR3/4 NO "ROOTS 9-30 8 LOAMY SAND IOYR5/8 ROOTS 30-12 C MEDIUM SAND 2.5Y6/6 8 FEET 34 INCHES SEPTIC TANK ES (TO BE PLACED FIRM BASE} SOIL ABSORP11ON I '� WELL ONE NIA NO WATER ENCOUNTERED AT t± ELEV, m _22 Zp NO WATER -ENCOUNTERED AT -120" ELEV. 3/4" T TO 1 1/2' CLEAN r INDEX DOUBLE WASHED STONE SYSTEM (SAS) ADJUST FREE OF FINES & SILT LEGEND: rM SE)NA�A/ (� USGS PROBABLE WATER TABLE ELEV. = LEGEND: DESIGN CALCULATIONS GE /DI ' OO,SAL SYST I PROM EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS , 4 OT TO SCALE OBSERVED WATER TABLE { / / ) ELEV- = EXISTING CONTOUR ----00-==- GARBAGE DISPOSAL UNIT BOTTOM OF TEST HOLE ELEV. e� FINAL SPOT ELEVATION 'TOTAL ESTIMATED FLOW No - £OW f / / / / / ^� 21.6 -•--E - ( 110 GAL/BR./bAY.X �4 OR.) JZ GAL AY ©P.o! / •��9 N i FINAL CONTOUR 0 // SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY _¢ ,GAL UTILITY POLE -0- , ACTUAL SIZE -OF SEPTIC TANKTOWN WATER 1500FICATION_ GAL. � SOIL �tJ CATCH BASIN �W .W_ DESIGNPERICOLATION RATE` mo£OW 3 S i— MIN./1N. �8t / / / / / / // ; / / / / / CAS LINE C EFFLUENT LOADING RATE �. CLEAN OUT � LEACHING AREAX4" QI-4 / S F GAL/DAY CESSPOOL C.P. Q 018)+(59=10/12) 628.35 SQ- FT LEACHING CAPACITY {AREA X RATE), }$ GAL/DAY 2az�J V.r35-7 /D 0' £OW2 // / // // i// /// .74 RESERVE6LEACHING CAPACITY All-* GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E-P: ry9� EOW 1,/'ice // �/ / // // // // // TITLE 5 AND THE TOWN OF RULES AND �1O•S% \ / / / / / / // / / / / ( 45.REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2- ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO k WITHIN 6' OF FINISHED GRADE.' 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF / l / ''m / / \ \ / / : WITHSTANDING H-10'LOADING UNLESS THEY ARE UNDER OR WITHIN 37 / /f L6�' �\ 2/ \ / / _ _ 10 FT. OF DRIVES OR PARKING AREAS,' H-20 LOADING SHALL $E 39.2 JJ \ / / /� ' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS- ( 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL 27A `/ \ \ / // BE MORTARED IN PLACE. .�/, / L i \ / 5. NO DETERMINATION HAS BEEN MADE 'AS "TO COMPLIANCE WITH ` 391 REGULATIONS.C= O� ZONING AP C6 y CK DETERMINATION PROPRIATEAPPLICANT AAUTHORITY. _ V ' _S S+CWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR t IS .0 CALL 'DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS a^ j , /' L6� �ry� •` �� "�f /�' F �' T� =VMENONG WORK ON SITE. 7. CJ'�M1TMOR IS TO. VERIFY GRADES AND EIEVATIDNS AS WELL AS _ C. — j ^-NS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION /LIMIT OF '` ` . 1 / f° 3 e E°OUGHT TO THE ATTENTION OF THE'OESIGN ENGINEER -'27.9 / / is ovERDlc s* 1 1 \ ` / 39.2 IS IN Fi000 ZONE C .26.9 j 27 7 9. LO' IS SHOWN ON ASSESSORS MAP 127 AS PARCEL >> Z4 /3^' ?0- A! UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR \\\ `� �6 E �A tvNIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED O SAND AS SPECIFIED IN 310 CMR ?5.255:(3). j jj `j I I SOIL TEST 2 � I / \ / I \ (Lt ARA 1B,t�P\46��SF. 3.8 �`�s�.� ±�t.�A,t •37.0 t r16i— / a� �/ •.39.9 �_APPROVED: BOARD 0FHEALTH S•EP�c • ss '8.7 �� °� at t ►M * 25.2 r i 150 GAA�LON 3 - i l/ i SEPTIC TANK -� I i Ev� ' � DATE AGENT - 9.D " "9 2' 2f a 2 £7' ayIn PROPOSED SEPTIC ,DESIGIi ' FOR DUBLIN., COAMN SJ'A'RUCTION , PROJECT LOCATION LOT 46 158 MERCHANT.,j�JAVE, YAR. SFT *GIA�G 235 GREAT WESTERN ROAD P. 0. -BOX 713 398-3922 SOUTH DENNIS,-MASS. 02660 DATE DEC. 27, 2002 SCALE 1 ": = 20'„ P<_ -v- AUG. 12,200 REv. MAR. 12,: 2003 loe No._5596 1 REV, JUNE 13, 2003 LOCATION MAP - REv. MAY 2, 2003 SHEEfi G SB PROD 5596-00 Cw 5596-0O.OWC 02002 SWEETSER ENGINEERING