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HomeMy WebLinkAbout107 Stratford Lane - Septic Design 2, TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR SOIL TEST _ 100.20 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST SOIL ES qW'L-ISE 29-0Z-- RINC t OiN COP:iP;11Tf � ?�j? JUN ECFV. �_� CLEAN SAND WITNESSED $Y �_Y4N N9NE YA ©Y;HRD 2% �! ) 0G a-LLM R -f-- EKIN- CONCRETE INSPECTION PORT COVERS 4' SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 1 ELEV.- 94.10 OBSERVATION HOLE 2 ELEV-'- PERCOLATION ` MIN. PITCH 1/8" PER FT. 2' LAYER OF RATE <__ MIN. /INCH AT _ 75� INCHES_ PERCOLATION RATE <�_ M1N.fINCH IN C3R2C`� DEPTH HORIZ TEXTURE COLOR MOTT. I OTHER 0-6 1/8" TO 1/2" SANDY LOAM 10YR2/2 8.50 4" CAST IRON PIPE 6-34 B -, LOAMY SAND 10YR5/8 WASHED STONE 94.30 MAX 92 05 MIN. OT TREQUIRED 34-64 SLAB ELEV. '_ 92.70 (OR EQUAL) MINIMUM 2.5Y7/3 SOIL \ RE$ERlr 64-74 C2 LOAMY SAND 10YR6/4 �. Ts Sqs PITCH 1/4" PER FT. 74-90 C3 MEDIUM SAND 7.5YR6/8 z_ 1 CU. FT. OF 90-144 C4 LOAMY SAND - CONCRETE FLOW LINE LOT 22 91.30 'o ANCHOR ELEV. s 81.70)_ 10., MIN. o 0 ELEV. _ 2 _91.15 LEVEL010' o ELEV. a _ GAS ELEV. _ 6" SUMP _91_05_ ELEV. _ _9�_B8 ° ELEV. _ .89.97 BAFFLE DISTRIBU LIQUID OUTLET-^- .- BOX FEV. TY INFIITRATOFS WITH 4 HIGH CAPACITEE (TO 8E PLACED ON FIRM BASE) -$�0- STONE IN AN 4 FEET 14 INCHES TO BE WATER TESTED __.. s 87 DEPTH HORIZ TEXTURE COLOR MOTT. I OTHER 0-6 0/A SANDY LOAM 10YR2/2 NO ROOTS 6-34 B -, LOAMY SAND 10YR5/8 ROOTS 34-64 C1 MEDIUM SAND 2.5Y7/3 SOIL \ RE$ERlr 64-74 C2 LOAMY SAND 10YR6/4 �. Ts Sqs Q Z 74-90 C3 MEDIUM SAND 7.5YR6/8 90-144 C4 LOAMY SAND - DEPTH HORIZ.'.TEXTURE COLOR MOTT. I OTHER 0-10 A SANDY LOAM 10YR2/2 NO ROOTS 10-30 8 LOAMY SAND 10YR5/8 DATE MAY 1 2002 6, 30-66 C1 MEDIUM SAND 2.5Y7/3 SOIL \ RE$ERlr 66-78 C2 LOAMY SAND 10YR6/4 �. Ts Sqs Q Z 78-14 C3 MEDIUM SAND 7.5YR6/8 5 FEET 19 INCHESIF MORE THAN ONE OUTLETnAp...n}ry rv��mn uv. N - 6 FEET 24 INCHES GALLON J SOIL I1BS�RP� I l�il 7 FEET 24 INCHES �ry (TO BE PLACED ON FIRM BASE) f WELL N/A ENCOUNTERED AT 144" ELEV. 8 FEET 34 INCHES SEP LIC TANK DOUBLE WASHED STONE SYSTEM (SAS) ZONE NO WATER ENCOUNTERED AT 144" ELEV. 8210 NO WATER 3/4" TO 1 1/2" CLEAN INDEX FREE OF FINES & SILT ADJUST LEGEND: DESIGN . CALCULATIONS USGS PROBABLE WATER TABLE ELEV. s __^_ EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS �3 SEWAGE DISPOSAL SYSTEM PROFILE � n OBSERVED WATER TABLE ( / J ) ELEV. _ EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ _8Z10 --I SPOT ELEVATION TOTAL ESTIMATED FLOW FINAL -CONTOUR -r — g -- ( 110 GAL/BR./DAY X 3 BR.) --NO- GAL/DAY SOIL TEST LOCATION ® REQ'JIRED SEPTIC TANK CAPACITY -540_ GAL - UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL. TOWN WATER —W, SOIL CLASSIFICATION -- `f CATCH BASIN `®) DESIGN PERCOLATION RATE SAF' _ MIN./IN. GAS LINE EFFLUENT LOADING RATE „Q,Z4_ GAL./DAY/S.F, CLEAN OUT LEACHING AREA 474,33 SO. FT. CESSPOOL C.P. O (11X38)F(47X2X70/12), ✓/ LEACHING CAPACITY X 0TY (AREA X RATE) Vt0Q GAL/DAY /1 fk04�—fus RESERVE LEACHING CAPACITY X= GAL./DAY NI rA n zwo) A TFon - r NOTES: �(� 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. C I r\ TITLE 5 AND THE TOWN OF--'AIRSIMIl _� RULES AND J f <i REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO .SANITARY UNITS SHALL BE BROUGHT TO a� WITHIN 6" OF FINISHED GRADE. ; y }20 g0 y 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN B/T-ASPHACr 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE C ROAD USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO rGRADE SHALL - MADE AS T COMPLIANCE BE MORTARED ICI PIA _ 5. NO DETERMINATION HAS BEEN D 0 WITH DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO OBTAIN SUCH .DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE 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 WELL AS ; I a£ _ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER s 1- w IMMEDIATELY. 8. PARCEL iS IN FLOOD ZONE C 87 ' % 0 9. LOT IS SHOWN ON ASSESSORS MAP 134 , AS PARCEL c`• oq ,;, 10, ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND o _ FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE SPECIFIED IN 310 CMR 15.255:(3). P�Cy '4TH C PROSE 26' 2 NOFb. � 4y REPLACED WITH SAND AS 3 eEOR0 pM CtING £. �4yN T. A, a d 411J�A +c NOV`0X� TIC APPROVED. BOARD OF HEALTH ,M ? �'1D Suttv'T n +4N1 lLR7 7 .n a E !' � h 1500 GALLON -"SOIL SEPTIC TANK i �� DATE AGENT G• SB PRO✓ 5406-00 5406-OO.DWO 02002 SWEETSER ENj INEEERIINNG TEST 2 D. B�X� / w PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION PROJECT LOCATION LOT :22 107 STRATFORD IN. YARMOUTH Sm'' 72? LGIAa=fG 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATE MAY 1 2002 6, v c SOIL \ RE$ERlr TEST 1 �. Ts Sqs Q Z RE"sfo [SHEET 1 OF 1 �-�j�� - LOT 22 AREA =19, 892E _4 G• SB PRO✓ 5406-00 5406-OO.DWO 02002 SWEETSER ENj INEEERIINNG � r LOCUS SETUCKELT 6P UV(� PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION PROJECT LOCATION LOT :22 107 STRATFORD IN. YARMOUTH Sm'' 72? LGIAa=fG 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATE MAY 1 2002 6, SCALE 1 _ 20r 08N0. 540:7""00 REVISED LOCATION MAP RE"sfo [SHEET 1 OF 1 G• SB PRO✓ 5406-00 5406-OO.DWO 02002 SWEETSER ENj INEEERIINNG