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HomeMy WebLinkAbout4767[A HORIZ TEXTURE COLOR MOTT. OTHER [cnr z II. 2 1/8- TO 1/2- PROJECT LOCATION j SWEETSER ENGINEERING ,. 235 GREAT WESTERN ROAD 508- P. 0. BOX 713- 398-3922 SOUTH DENNIS, MASS. 02660 "'1' WASHED STONE SCALE 17 SOIL TEST DATE ? ' / r„ 4" CAST IRON PIPE TOP OF FOUNDATION FU MINIMUM FROM ELLAR REVISED DATE SOIL TEST "r!� r { r 1 sl ELEV. = I "{" IN CRAW 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL: SPACE CLEAN SAND SOIL TEST DONE BY �� ES ENaN r•ItNG NF (OR EQUAL) MINIMUM ' WITNESSED BY 'It I" CONCRETE COVERS 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. LOAM AND SEED YER OF OHSERVATI©N HOLE 1 ELEV= " +' ' PERCOLATION RATE '�' MIN./INCH AT 6L' INCHES OBSERVAMON H01._E PERCOLATION RATE 4-z- �.6 2 . ELEv.= MIN./INCH AT � ' INCHES [A HORIZ TEXTURE COLOR MOTT. OTHER [cnr z II. 2 1/8- TO 1/2- PROJECT LOCATION j SWEETSER ENGINEERING ,. 235 GREAT WESTERN ROAD 508- P. 0. BOX 713- 398-3922 SOUTH DENNIS, MASS. 02660 "'1' WASHED STONE SCALE 17 DATE ? ' / r„ 4" CAST IRON PIPE REVISED JOB NO. Al NOTREQUIRED rf IF -LOCATION M:A:P::= (OR EQUAL) MINIMUM SHEET f OF Iv PITCH 1/4" PER FT. 1 CU. FT. OF CONCRETE FLOW LINE r { ` rn ANCHOR IGt T t0" ,. ELEV. - MIN. V 2.0. o e z i.Ft Y { t - • 10,0 1.0 f LEVELE >: Y{'. -n = 3 ELEV. n > , 6" SU BAFFLEELEV.. DISTRIBUTION UQUID OUTLET ) BOX HIGH CAPACITY INFILTRATORS W:TH STONE IN AN P/ # .1r•Y- (TO BE PLACED ON FIRM BASE) Tn ac WAlrP Tr -Mn , ? DEPTH HORIZ TEXTURE COLOR MOTT. OTHER [cnr z II. PROJECT LOCATION SWEETSER ENGINEERING ,. 235 GREAT WESTERN ROAD 508- P. 0. BOX 713- 398-3922 SOUTH DENNIS, MASS. 02660 SCALE 17 DATE ? ' / r„ REVISED JOB NO. Al rf IF -LOCATION M:A:P::= f REVISED SHEET f OF Iv DEPTH HORIZ I TEXTURE COLOR MOTT. I OTHER PROJECT LOCATION SWEETSER ENGINEERING ,. 235 GREAT WESTERN ROAD 508- P. 0. BOX 713- 398-3922 SOUTH DENNIS, MASS. 02660 SCALE 17 DATE ? ' / r„ REVISED JOB NO. rf IF -LOCATION M:A:P::= f REVISED SHEET f OF 5 FEET 19 INCHES 1500 .GALLON IF MORE THAN ONE OUTLET --- /l L, (�1i✓' r .( 6 FEET 24 INCHES yy) l -' WATER ENCOUNTERED AT ELEV. = / ! 1 WATER ENCOUNTERED AT j2 ELEV. = 7 FEET 29 INCHES (TO 8E PLACED ON FIRM BASE) - SOIL ABSORPTIONfj ZONE 8 FEET 34 INCHES SEPTIC: TANK 3/4" TO 1 ft" INDEX WASHED STONE SYSTEM (SAS) INDEX LEGEND: DESIGN CALCULATIONS t USCS PROBABLE WATER TABLE ELEV. = EXISTING SPOT ELEVATION 00x0 NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. = EXISTING CONTOUR ---00---- GARBAGE DISPOSAL UNIT N0 NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = '^ r FINAL SPOT ELEVATION KU1 TOTAL ESTIMATED FLOW FINAL CONTOUR-- 09 -- (110 GAL/BR.JDAY X.' BR.) - GAL/DAY , % ! z SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY GAL r- UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL TOWN WATER ®W --=---W SOIL CLASSIFICATION J PERCOLATION CATCH SIN 5GAS UNE 9EFFLUENTOADINGRATE i 12 T 4ry GAL/DA Y/S.F. S0. FT.,C, 5 CLEAN OUT LEACHCAL�'c N51# CESSPOOL C.P.O X e LEACHING GAL/DAY RESERVE LEACHING CAPACITY CAL/DAY { LJAY � i� Tv e.'�'s U ARFA NOTES: ' > • APPROVED i 1 -- _u _ YARMOUTH CONI ,ITiEE i� i RKM SHALLTO OKNP,D � TITLE 5 AND N7HEP10WN OF MATERIALS ,, JCONFORM ;ANDP. REGULATIONS FOR.THE SUBSURFACE DISPOSAL OF SEWAGE (i i ✓I`= ` ' 1 = 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO y Ll 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 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BEUSD UNDER OR WITH " NG EAS. .�, ,.• 1\ - - .. - \ :, ' / 4. ANY M SONARY NITSIc N USED TOOBRG10 FT. F! VES COVERSPTO ARGRADE SHALL. BE MORTARED IN PLACE. 1 i 5_ NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH I \ DEEDED OR ZONING REGULATIONS. OWNERAPPLICANT IS TO v 'fi r OBTAIN SUCH DETERMINATION FROM APPR OWNER/ AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DIG—SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS d� �''\ 1 PRIOR TO COMMENCING WORK ON SITE. J ; I 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR ,TO COMMENCING WORK ON SITE. ANY VARIATION \ i — f----- t; i w I IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN 'ENGINEER IMMEDIATELY. PARIN FLOOD ZONE S.C ' % \ 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL 7J } \ , i L1,kl • _ t l ' , " t 1 ' ______.I '� •. NOF 1f.,, � I t j I 1 'i •� - tom; /o T.: A rm+ APPROVED: BOARD OF HEALTH ' r % L DATE AGENT R, tLin— - / , V I r'h 0199B SWEETSER ENGINEERING �'✓ i\. \ i ! 1 i PROPOSED SEPTIC DESIGN FOR PROJECT LOCATION SWEETSER ENGINEERING ,. 235 GREAT WESTERN ROAD 508- P. 0. BOX 713- 398-3922 SOUTH DENNIS, MASS. 02660 SCALE 17 DATE ? ' / r„ REVISED JOB NO. IF -LOCATION M:A:P::= f REVISED SHEET f OF 0199B SWEETSER ENGINEERING