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83-1478
i5, .a, ;RA' .� v [TATE=�U�� SCALE ^ ��} ' VAX,PZ , ;9, rAvon, q i .� 771 [TATE=�U�� SCALE ^ ��} ' VAX,PZ , ;9, rAvon, q i 77 ros raa. 4430'-010 Rev MA SHEET 7 Or 3 _ TO I L 4430 -Lf )&I 4'4J0-A5'-6U1LTDW, 02014--SWEETSER`ENGINEERING 4 4 � 1. k' \10 VISIT x• q r ; 1, All .� 771 [TATE=�U�� SCALE ^ ��} ' VAX,PZ ;9, i 77 ros raa. 4430'-010 Rev MA SHEET 7 Or 3 _ W" lot 4vjSsjp= 4430 -Lf )&I 4'4J0-A5'-6U1LTDW, 02014--SWEETSER`ENGINEERING 4 4 � 1. k' VISIT x• q r ; All I a VAT Y t a i Ys.k .� .� [TATE=�U�� SCALE ^ ��} ' VAX,PZ ;9, i 77 ros raa. 4430'-010 Rev MA SHEET 7 Or 3 _ W" lot 4vjSsjp= 4430 -Lf )&I 4'4J0-A5'-6U1LTDW, 02014--SWEETSER`ENGINEERING 1. k' I F r P 1� � hh jr rt n T1 I- O R �i m� ocn ono?n��a W' D r VVVJJJp Dm Om D D D mo 02 soo_oc �m� m S 0-- .m J; Or _.8�<3 $wo OI zv n t /' ( rya c` Q oSo� a m vzimz. 3 \ �. y00 mv= Ong` ' Amti�9 K/ c3i neon Vim'-"1°Pi IND, �_— opQm o 5 9 (� mD pia 3 C; 0 y a 3 \\ zZ 33� Om'am 0 O Z p (A v v (SpMui arms) pod-A''u7 p reogaaaL4 69 ■ TOP OF FOUNDATION HORIZ 20 FT. MINIMUM FROM CELLAR COLOR MOTT. ELEV. 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND FOR 1 CONCRETE r�sy�5 COVERS 4' SCHEDULE 40 PVC PIPE LOAM AND SEED ^�Y [ MIN. PITCH 1/8' PER FT. 2' LATER OF i.. � PROJECT LOCATION a .7 "li h 1/8' TO 1/2' f "� i 4' CAST IRON PIPE WASHED STONE VENT (OR EQUAL) MINIMUM __ NOT REQUIRED N PITCH 1/4' PER FT. SWEETSER ENGINEERING z 1 CU. FT. OF 235 GREAT WESTERN ROAD to CONCRETE 508— P. 0. BOX 713 FLOW LINE j i ANCHOR + ELEV. - 1 ri r J"41 101K' . o �, •� r f SCALE 1 V 1yELEV. IO• e ELEV. _ fi y " !� i ! GAVS r ' p - EEV. �....__...��' ...`.. .._..t --[ BLE DISTRIBUTION LIQUID OUTLET w„.., BOX HIGH CAPACITYSTONE RIN GATORS WITH DEPTH TEE CTO BE PLACED ON FIRM BASE) '` Z 4 FEET' 5 FEET 14 INCHES 19 INCHES 1500 GALLON TO BE WATER TESTED IF MORE THAN ONE OUTLET " x y TRENCH FORMATION 6 ET 7 FEET 24 INCHES 29INCHES INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION I. 8 FEET 34 3/4' TO 1 1/2' SYSTEM (SAS) ?ppl WASHED STONE ADJUST SEWAGE DISPOSAL SYSTEM PROFILE vss PROBABLE WATER TABLE: ELEV.= NOT TO SCALE OBSERVED WATER TABLE ( T / ) ELEV. ` c; BOTTOM OF TEST HOLE: -ECFV. - -- a (A 1 r SOIL TEST - -- DATE OF SOIL TEST r ' SOIL TEST DONE BY 777==777 WITNESSED BY "LL %' � OBSERVATION HOLE_, 1 ELEV.- r� OBSERVATION HOLE 2 ELEV.- PERCOLATION RATE MIN./INCH AT u , INCHES PERCOLATION RATE '-- -2 MIN./INCH DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 67 �[ FOR 1 r�sy�5 j ^�Y [ r.Jk•n.r i.. � PROJECT LOCATION a .7 "li h �i aYi G SWEETSER ENGINEERING 235 GREAT WESTERN ROAD to 508— P. 0. BOX 713 j i 398-3922 SOUTH DENNIS, MASS. 02660 t1 -i 11 c.Jt [Iti SCALE 1 ' DATE WATER ENCOUNTERED AT `) ELEV LEGEND: EXISTING SPOT ELEVATION '00x0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE -O- TOWN WATER —W-�•�IY CATCH BASIN (®N GAS LINE CLEAN OUT C CESSPOOL C.P.0 __/ -"- ! �>; Irf. 11 ✓j �1^\ r +' 10. ALL DISTURBED AREAS ARE TO BE REVEGETATED. 1 11. GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE REQUIRED. 12. HAYBALE WORKLIMIT IS TO BE IN PLACE BEFORE ANY WORK STARTS. 13. A VARIANCE OF 2' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE LEVEL WITH THE HIGH POINT IN ROAD INSTEAD OF 2' ABOVE. rl�cqLy 0 � fir s t C. Q •v DEPTH HORIZ =e COLOR MOTE. OTHER 67 �[ FOR 1 r�sy�5 j ^�Y [ DEPTH HORIZ TEXTURE COLOR MOTE. OTHER FOR j PROJECT LOCATION "li h SWEETSER ENGINEERING 235 GREAT WESTERN ROAD to rf: WATER ENCOUNTERED AT L� ELEV. + f DESIGN CALCULATIONS NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT NO - TOTAL ESTIMATED FLOW 2 2 ( 110 CAL/BR./DAY X SR.) �3© GAL/DAY REQUIRED SEPTIC TANK CAPACITY GAL ACTUAL SIZE OF SEPTIC TANK 1500 GAL SOIL CLASSIFICATION I_ DESIGN PERCOLATION RATE S 5 MIN./IN. EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F. LEACHING AREA SO. FT. << 0 LEACHING CAPACITY (AREA X RATE) J CAL/DAY RESERVE LEACHING CAPACITY CAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF Y%'/-1 " "'/`" RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FL. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR "IN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UMTS USED TO BRING COVERS TO GRADE SHALL . BE MORTARED IN PLACE 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OW.TMi / 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 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. S. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP '1 AS PARCEL APPROVED: BOARD OF HEALTH DATE AGENT _ PROPOSED SEPTIC DESIGN FOR PROJECT LOCATION SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508— P. 0. BOX 713 j i 398-3922 SOUTH DENNIS, MASS. 02660 { SCALE 1 ' DATE REVISED JOB NO. LOCATION MAP RE'""� SHEET / OF/