No preview available
HomeMy WebLinkAboutApp# 4787Rev 2nd SubmissionFILE NO.ic kmow... soon HORIZONTAL VNYL - - r -- FINISHED FLOOR LINT lull, d a SCALE LL /41' _ �, �„ _ ., GRADE VARIES — w MODEL y RIGHT ELEVATION : •. R : , LEFT ELEVATION _ W CAPE COO ;. ::.. tl I 0 SCALE: 1/4 =.1-0,.: SCALE. 1/4 - 1-0 ,. X I ,.. DESIGN N0. r' r r. 129 98W `' 1 r: : CLEAN SAND -WL w•� 4" SCHEDULE 40 PVC PIPE ON. PITCH 1/8" PER FT. 2• LAYER OF 1/8• TO 1/2• WASHED STONE VENT CAST IRON PIPE NREOUMED R EQUAL) MINIMUM z 1 CU. FT. OF rCH 1/4•, PER FT CONCRETE ANCHOR FLOW LINE LEV. 9G o t0• THIN.9S3 •,o• • �, 936 BAA ELEv. = 9 Z 6" 9S° ��� ..��...�., Lw:., • DISTRIBUTION M KJ7LET BOX Sus 4 HIGH CAP MINER N LAINRATORs W iH 4 INCH S (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED /I X,'ix ro° TRENCH FORMATION 5 9 INCHES 1 500 GALLON IF MORE THAN ONE OUTLET WELL A N(��{EEES (To BE PLACED ON FIRM BASE) SOIL ABSORPTION IA ZONE 14 INCHES SEPTIC TANK3/4• TD t I/2• SYSTEM (SAS) INDEX WASHED STONE ADJUST USCS PROBABLE WATER TABLE ELEV. SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. - NOT TO SCALE BOTTOM OF TEST HOLE ELEV. C6rll { � yya _ � 9 V SOIL TEST DATE OF SOIL TEST l 19.9$_ SOIL TEST DONE BY M,=ETSER ENGINEEEI- IC WITNESSED BY C. PELLEV OBSERVATION HOLE 1 ELEV.- 94.x/ OBSERVATION HOLE 2 El".. 91. PERCOLATION RATE Lot MIN./INCH AT 70i INCHES PERCOLATION RATE —moi. MIN./INCH AT�'� :�._ INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0 1", oA l LOAMY /CYR 'ROOTS f 13„ SAuo .3/� Alt, /3 ° 8 LOAM y 10YR 0261 y, REVISED/�4/5a � JOB NO. /q97-0� SAAID Sia REmsf /1 /z ,5 SHEET / OF w •nna ewrrTe[o t'EIM_ AICCRII LOCATION MAP �2' yEDrUH/ IDYR I C 5 !o" NDWATER ENCOUNTERED AT / D, ELEV. _ 9'7,4/ LEGEND: EXISTING SPOT ELEVATION OOxO EXISTING CONTOUR----OO----- FNAL SPOT ELEVATION FINAL SOIL TESTLOCATION UTILITY POLE -O- TOWN WAITER —W ? CATCH BASH (J CLINE ILEEAN OUT C, CESSPOOL C.P. Q 10. ALL UNSUITABLE MATERIAL MALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF V AROUND LEACHING FACILITY AND BE REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). DEPTH HORIZ TEXTURE COLOR MOTT. I OTHER 0 1", OA?"Y iD yet 3fj ?o CTS PROJECT LOCATION L 1>7- //a SR C7 AEENLAA/D Gft-6 yX1RJNbUTN Po s/1uD r� G��^ B IOV 0261 DATE 7/17I9S rSCALE [J REVISED/�4/5a � JOB NO. /q97-0� SAuo S/8 REmsf /1 /z ,5 SHEET / OF w •nna ewrrTe[o t'EIM_ AICCRII LOCATION MAP t n �yEpivA� /oyR I C 5 C/o WATER ENCOUNTERED AT ELEV. DESIGN CALCULATIONS NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW Q - 110 GA `R./DAY X � BR.) 3� CAL/DAY sEP71C TANK CAPACITY _ GAL ACTUAL SIZE OF SEPTIC TANK 1500 GAL SOIL CLASSIFICATION I DESIGN PERCOLATION RATE < 5 MIN./IN EFFLUENT LOADING RATE CAL/DAY�S.F. ray 64i2-) r��� SO. FT. LEA G CAPACITY (AREA X RATE) �1=LGAL/DAY RESERVE LEACHING CAPACITY .1'= GAL/DAY NOTES: I. ALL WORKMAN" AND MATERIALS-SHALLCONFORM TO D.E.P. TITLE 5 AND THE TOWN OF )M FM I7 T H - RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL BF SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6. OF FINISHED GRADE J 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE S. NO DETERMINATION HAS BEEN A1ADE AS TO CONCPiJANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPUCANT IS TO OD7AN SUCH DETrFVNATION FROM ArPR3^^IATE AUTROMTY. S. UTILITIES SHOWN ARE APPP,OAMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS *tl AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 8 PAARRCCEL IS IN FLOOD ZONE "C " 9. LOT IS SHOWN ON ASSESSORS MAP IPI AS PARCEL Q APPROVED YARMOUTH COIdMITiEE OKHRD APPROVED'. BOARO'. O�F� HEALTH DATE AGENT ��ceT o UP a ti``� ��r' �• N"L PROPOSED SEPTIC DESIGN FOR Jo tqAj K/A-16 PROJECT LOCATION L 1>7- //a SR C7 AEENLAA/D Gft-6 yX1RJNbUTN Po SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 0 0261 DATE 7/17I9S rSCALE [J REVISED/�4/5a � JOB NO. /q97-0� REmsf /1 /z ,5 SHEET / OF w •nna ewrrTe[o t'EIM_ AICCRII LOCATION MAP