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HomeMy WebLinkAboutApp# 5021RiN / HORI Z `> - Rs r?} 1/6' TO 1/2' MOTT. TOP OF FOUNDATION 20 fT. MINIMUM FROM CELLAR SOIL EST ` +� 4' CAST IRON PIPE 5 t $ WASHED STONE o ., v fa. to ELEV, �C {;7. 10 TT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE ' i DATE OF SOIL TEST '- 1 F NOTREQUIREDPITCH h-f /�os�..n�r I/4 PER FT. CLEAN SAND CONCRETE k SOIL TEST DONE BYSN!EfSER ENGINEERNG y I CU. FT. OF COVERS WITNESSED BY FLOW LINE CONCRETE o ANCHOR u_Zy 46 SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 1 ELEV.- 7-0 OBSERVATION HOLE' 2 , MIN. PITCH 1/8' PER FT .' PERCOLATION RATE 'r v MIN./NCH AT 7&' IN PERCOLATION RATE ` ) MIN 2 :LAYER OF 10• WN. . " • - iN / HORI Z `> - Rs r?} 1/6' TO 1/2' MOTT. OTHER +� 4' CAST IRON PIPE 5 t $ WASHED STONE o ., v fa. (OR EQUALI MINIMUM F NOTREQUIREDPITCH h-f /�os�..n�r I/4 PER FT. I CU. FT. OF FLOW LINE CONCRETE o ANCHOR u_Zy � 10• WN. . " • - 1' ;'• g'"��„s fi J..r.� Q V. VEI.0 � . .� • 10 7m 7 ' ELEV _ GAS ELEV = 6' SU V. - i3 I v ELEV. e a...�. 2vy7 BAFFLE DISTRIBUTION �_ .. rli °(� I �` t a Fcty uoulD OUTLET ate, DEPTH ) BOX r., _ ( HIGH CAPACI INFILTRATORS YVl1N SWEETSER ENGINEERING 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED I f r NE iN AN f D it 7 5 FEET 9 INCHES 6 FEET r 1 500 GALLON IF MORE THAN ONE OUTLET M'K TRENCH FORMATION DEPTH HORI Z TEXTURE COLOR MOTT. OTHER PROPOSED SEPTIC DESIGN 0% o ., v fa. FOR,. h-f /�os�..n�r u_Zy � 1, �.an�! ('" 1' ;'• g'"��„s fi � ✓ I /INCH AT INCHES DEPTH HORIZTEXTURE COLOR MOTT. OTHER PROPOSED SEPTIC DESIGN D Gra $A y ( n FOR,. h-f /�os�..n�r u_Zy � 1, �.an�! ('" 1' ;'• g'"��„s fi � ✓ I 2vy7 SWEETSER ENGINEERING 41c`.%� 's 398-3922 SOUTH DENNIS, MASS. 02660 �pT .IfST`r , DATE�ll•J�L. /l SCALE 1n� T FEET 29 INCHES (TO BE PLACED ON FIRM BASE) ' µFye �`%d WATER ENCOUNTERED AT 126 ELEY. +•� t=' 8 FEET 34 INCHES SEPTIC TANK SOIL ABSORPTION ; VI ZONE jJ. WATER ENCOUNTERED AT. �' EL EV. 3/4• To'1 1/2• SYSTEM(SAS) i INDDC WASHED STONE ADJUST ' LEGEND: DESIGN CALCULATIONS SEWAGE DISPOSAL SYSTEM PROFILE uses PROBABLE WATER TABLE EL EV = NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. AAA, EXISTING SPOT ELEVATION 00 0 NUMBER OF BEDROOMS LI EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO BOTTOM OF TEST HOLE ELEV. _ •y FINAL SPO ELEVATION 00. TOTAL ESTIMATED fLOW FINAL CONTOUR ( 110 GAL/BR./DAY X I ,BR.)' � CAL AY SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY GALS UTILITY POLE -O- ACTUAL SIZE OF SEP71C TANK 1500 GAL. j TOWN WATER —WSW SOIL CLASSIFICATION f CATCH BASIN 1®V DESIGN PERCOLATION RATE < 5 MIN. N. ' GAS LME G�-- EFFLUENT LOADING RATE GAL/DAY/S.F. CLEAN OUT LEACHING AREA CESSPOOL C.P. 0( LEAr:L'} . CHING CAPACITY (AREA X RATE) 7 GAL/DAY RESERVE LEACHING CAPACITY GAL/DAY IV NOTES: tp 1. ALL WORKMANSHIP -AND MATERIALS SHALL NFORM TO 0 E P. j. TITLE 5 AND THE TOWN OF �q , aRULES AN REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. D - - 7� , X 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO ` ll 1NTHIN 6. OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF j J y WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN Y ` 10 FT. OF DRIVES OR PAR - 1 � t AREAS. N 20 LOADING SHALL 8E 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. 0 DETERM NATION HAS PEEN MADE AS TO COMPLIANCE WITH S . DE7DED OR ZCN. NG R:GULA I -NS. 'Cl!k,'M j.APP�ICANT IS TO' OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY, 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL •D!G-SAFE' AT 1-889-344-7233 AT LEAST 72 HOURS I 1 PRIOR TO COMMENCING WORK ON SITE. ` t 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1 a' { , ` SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER k IMMEDIATELY. 1 8. PARCEL IS IN FLOOD ZONE' O 9. LOT IS SHOWN ON ASSESSORS --MAP AS PARCEL / S J ��L \� ��V A �� ! i3 K. \ l 4Zo r YARMOUTH C01�1q";THEE \\\. tri\ f` 1 t � � A x OKHRD .l 1 . le t PROVEQ I s..,.�� ; �,vo ;\, s y ���Is�RE°� �o,BAR©Ofi HEALTH 'y Je 00SEF' 113et ✓\ /v> DATE< AGENT � - 01998 SWEETSER ENGINEERING t ' 3 foCvN; PROPOSED SEPTIC DESIGN FOR,. PRO,ECT LOCATION � ✓ I SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508-.P. O. BOX 713 's 398-3922 SOUTH DENNIS, MASS. 02660 �pT .IfST`r , DATE�ll•J�L. /l SCALE 1n� / REVISED SHEET l OF LOCATION MAP 7 REVISED 3�/%,`> IF - 01998 SWEETSER ENGINEERING t ' 3