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HomeMy WebLinkAbout83- 981 - Site Plan20 FT. MIN. TOP OF FOUND. SOIL TEST EL.= 10118 10 FT MIN. DATE OF SOILTEST CONCRETEWITNESSED BY !�V C6 4 SCH. 40 PYC PIPE CLEAN SAND PERCOLATION RATE MIN. INCH COVERS MIN. PITCH 1/8 PER FT. > y - r w"y CONCRETE OBSERVATION HOLE 1, OBSERVATION HOLE 1 2. A2 4 CAST l4QN PIPE COVERS 2„ LAYER OF O ELEV.= lg,pl D ELEV.= (S, 62W IS,S J COR EQ MIN. 1/8'-1/2" WASHED m PITCH I/4 PER FT. --- STONE IGp +SJ.1It 70P +SJBSClIL % 1/ FLOW LINE Ipmul�htyj!,J!%I� h r r4i tUr1) EL= 156 MIN. n n . EL.=_ 20 1 . EL = .14, LEVEL LM EL: (_ 1410 a I p4q lyu DIST. EL - II e o o c' w WATER AT / EL.= WATER AT 17c_ EL.= 3.3 { fl® ��'' l;• ERf'�✓t3g C� BOX ` ° ° : 2 2 �I�, r. 3/4'— 11/2 pptDo .t G G °_L.' YU ?j , f 1 = A f(F WASHED STONE t o o u 0 00 . �C I✓/iL SEPTIC' GALLON PRECAST LEACHING '" a o EL.=_ NUMBER OF BEDROOMS CALCULATIONS � w °, oo DESIGN B DROOMS— *� ASIN OR EQUIV. GARBAGE DISPOSAL UNIT yb 3 6 DIAM. 3 TOTAL ESTIMATED FLOW IID GAL./BR./DAY x 9 SR.) 50 GAL./DAY SEWAGE DISPOSAL SYSTEM PROFILE r2 REQUIRED SEPTIC TANK CAPACITY GAL. ,} NOT TO SCALE 9 1� _ — — ACTUAL SIZE OF SEPTIC TANKGAL. JB t, —TE -ST— -E-- OR. USGS PROBABLE WATER TABLE EL. 3_ _=_9 ACHING AREA REQUIREMENTS 'OBSERVED %TATER TA E' q 1Z /�) EL.= 1,6 LE SIDEWALL AREA QUI ME�AL./S.E r ;") I a' A -v/ I = .2,1 �� BOTTOM AREA J.0 GAL/S.F I6 l 0 SQA" J Z.�,-� � G AJ'✓ b' � LEACHING CAPACITY ( BOTTOM+ SIDEWALL) ' 0?,,5GAL. a ��1V�j.N•Irj2,�+fy�.i• 3%�.AY�.+cfx{,:�,�1.G.jli.G� LEGEND: RESERVE LEACHING CAPACITY off GAL — EXISTING SPOT ELEVATION OOx0 IZ J `6t�15z EXISTING CONTOUR ----—00---- zi 1� ,:r if ? ✓ FINAL SPOT ELEVATION ® NOTES FINAL CONTOUR 00 I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.Q. E. I I I SOIL TEST LOCATION ® TITLE 5 AND THE TOWN OF Y�1f!`10rk` RULES AND 1 UTILITY POLE -4- REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TOWN WATER =W ==W '� 2. ALL COVERS TO SANITARY UNITS SMALL BE BROUGHT TO £ „ CATCH BASIN®) WITHIN 12 OF FINISHED GRADE. N 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. 4. 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 MIN. FRONT SETBACK 30 SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING. MIN. REAR SETBACK - 5• ANY MASONARY UNITS USED TO BRING COVERS TO GRADE MW, SIDE SETBACK SHALL BE MORTARED IN PLACE. 6• NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH -7 �« piSr�e� Ai2er�Js "t' DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO '2c tJer ti.P r.s : o . �'�+ � Gc�rTFR f T� TiaNwrPfll»i r� !J2J'r.�e2� OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 9 APPROVE D : BOARD OF HEALTH t IJV f1zf}<�k� / D O f X -kA PITc- / DATE AGENT t {09"%a rppy / E ¢ '• / i ISxB 91 ! 5yZ I +fes AOF J ,� Oil`,. ; ��s/�'rg '\F• '��•' / ~ `�. .pt 05i DUWS Ing' No. 618 r lk OVITAVO �P [ ; �,Y J ; i i/' ` ! -- PROJECT 'LOCATION: q s�.�„iLq�t2�©v�iJ rr APPLICANT: f3Y2o,J �j, LE/71�Y ROB/1V W. WILCOX PROFESSIONAL LAND SURVEYOR 203 SETUCKET ROAD 385-6478 SOUTH DENNIS, MASS. 02660 DATE+ REV. V. LOCATION MAP JOB NO. ;7 SHEET 1 OF 1