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Home My WebLink About84 Raymond Ave - Septic DesignDEPTH HORIZ TEXTURE COLOR 2 LAYER OF 1/8TO 1/2" OTHER 0-9 A A M 00.39 MAX. WASHED STONE VENT NO 4" 3,50 4" CAST IRON PIPE A B SOIL TEST 10YR5/8 (OR EQUAL) MINIMUM 2.5Y7/6' TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR FINE SAND PITCH 1/4" PER FT. 5YR5/8 DATE OF SOIL TEST AUGUST_24 2004 .�____ z C2 FINE SAND ELEV, 10200 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE JOB NO.,6030-00 CLEA SAND SOIL TEST DONE BY SWEETSER ENGINEERING 97.39 TANK ELEV. 96.50 10" MIN. 2LIA ° WITNESSED BY _11-11-A-HERTY MAP ELEV. s98,00 _ LEVEL [SHEET 1 0~ ;1 ° SOIL CONCRETEINSPECTION COVERS 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8' PER FT. GAS `i ELEV. = 97.0 6" SUMP ELEV. PORT LOAM AND SEED 03SMAIM HaX 1 ELEV.= 100.30 03SMAii�J HOLE PERCOLATION RATE < Z_ MIN./NCH IN FINE SAND PERCOLATION RATE < 2 2 ELEV.= 100.40 _ M!N./INCH AT INCHES TEST 1 DEPTH HORIZ TEXTURE COLOR 2 LAYER OF 1/8TO 1/2" OTHER 0-9 A A M 00.39 MAX. WASHED STONE VENT NO 4" 3,50 4" CAST IRON PIPE A B 98.14 MIN. NOT 10YR5/8 (OR EQUAL) MINIMUM 2.5Y7/6' 38-50 C1 FINE SAND PITCH 1/4" PER FT. 5YR5/8 C3 l{ z C2 FINE SAND 5YR5/8 JOB NO.,6030-00 75-120 C3 ' FLOW LINE 97.39 TANK ELEV. 96.50 10" MIN. 2LIA ° LOCATION MAP ELEV. s98,00 _ LEVEL [SHEET 1 0~ ;1 ° SOIL 5 ELEV. _ fs"2. GAS `i ELEV. = 97.0 6" SUMP ELEV. 4 TEST 1 BAFFLE _6_ DISTRIBUTION { , LIQUID OUTLET ELEV. BOX, > 4�2_ 6 HIGH CAPACITY INFILTRATORS WITH STONE IN AN �j BE PLACED ON FIRM BASE) DEPTH(TO TO BE WATER TESTED z 76 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-9 A LOAMY SAND 10YR6/2 NO LOAMY SAND 9-38 B LOAMY.SAND 10YR5/8 FINE SAND 2.5Y7/6' 38-50 C1 FINE SAND 2.5Y6/4 5YR5/8 C3 l{ 50-75 C2 FINE SAND 5YR5/8 JOB NO.,6030-00 75-120 C3 ' FINE SAND 2.5Y6/4 TANK DEPTH HORIZ TEXTURE COLOR MOTT. OTHER • - 0-12 A LOAMY SAND t0YR5/2 NO 12-26 8 LOAMY SAND 10YR6/8 S4 RAX141,01 'D AVE, LOT 18 SOUTH Y IgROUTIi, !- S. 26-60 C1 FINE SAND 2.5Y7/6' 235 GREAT WESTERN ROAD P. 0. BOX 713 - 398-3922 SOUTH DENNIS, MASS. 02660 60-70 C2 FINE $AND 5YR5/8 C3 l{ COMPACTED 70-120 C3• FINE SAND GALLON JOB NO.,6030-00 4 FEET 14 INCHES 11` X 48' 10` TRENCH FOPMATION ' 5 FEET 19 'INCHES IF MORE THAN ONE OUTLET 6 FEET' 24 INCHES 1500 GALLON E SOet BSORPTION O WELL N/A NO WATER ENCOUNTERED AT 120'_ ELEV. _ _99_3.0 NO WATER ENCOUNTERED AT 190" ELEV. _ 8.0-40_ 7 FEET` 29 INCHES SEPTIC TI A t► (TOE PLACED ON FIRM BASE) O R V 8 FEET 34 INCHES SEP ilC Tt1NF'a ZONE 3/4" TO 1 T/2" CLEAN SYSTEM (SAS) INDEX DOUBLE WASHED STONE \ J ADJUST FREE OF FINES & SILT DESIGN CALCULATIONS �+ -1 USGS PROBABLE WATER TABLE ELEV. - NUMBER OF BEDROOMS 4� SEt IAGE DISPOSAL SYSTEM STEM PROME OBSERVED WATER TABLE ( / / ) ELEV. _ GARBAGE DISPOSAL UNIT _ NO _ NOT TO SCALE BOTTOM OF TEST HOLE ELEV_ - _91K1 TOTAL ESTIMATED FLOW ( 110 GAL/BR./DAY X 4 BR.) 440- GAL./DAY REQUIRED SEPTIC TANK CAPACITY -^R4_ GAL. ACTUAL SIZE OF SEPTIC TANK 1 OEl_ GAL. SOIL CLASSIFICATION DESIGN PERCOLATION PERCOLATION RATE Ste__ MIN./IN. EFFLUENT LOADING RATE �Q,743_ GAL./DAY/S,F. LEACHING AREA SQ. FT. (11X48)+(59=10/12) LEACHING CAPACITY (AREA X RATE) _0-140 GAL/DAY 626.33 X 0.74 RESERVE LEACHING CAPACITY _0I4$. GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT.TO WITHIN 6' OF FINISHED GRADE. 99 8 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN R 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE A �`� 1 USED UNDER ORWITHIN10 FT. OF DRIVES OR PARKING AREAS. ` f f i 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 75-67 BE MORTARED IN PLACE., �,._.- •.: ._ �_�� -. ----- - - 5. NO OETERM'NAT1ON HAS BEEN MADE AS TO COMPLIANCE WITH 6. UUTILITIES SHOWN GB�sa DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO ecvAatJ nnoo'0 TERMINATION FROM APPROPRIA E AUTHORITY. -�' ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR i�,�-�f 00•n j ,+ 1{)T 0 SpS {1 IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS t ( \100. RESER -� PRIOR TO COMMENCING WORK ON SITE. 1` �, 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1t { Ao r SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION ti t IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER I �A IMMEDIATELY. t. 101.0 LOT 18 8. PARCEL IS IN FLOOD ZONE _ `C 100.2 i 12, 2.1 t S. P. 9. LOT IS SHOWN ON ASSESSORS MAP 89 AS PARCEL 167 i 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR i A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND EE REPLACED / WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). 101.6 M �-• .M �� 3- 9'i' NOF64L� .,' /////'//// A �° �t Rf 4 1 DRI`41 F • D O. X o'I l' ,E L1OAe,L, � + )7, !!k AP PROVED: BOARD 0lEAL�r00,1` m �w 42.0 '4 04 DATE AGENT C: {S8{PR0J{E030-00 {dwg{E030-SAS .OfIIC 02004 SM'EETSER ENGINEER!Ni,{ BAK s PAS LOCUSLOC. t REG/OP✓qL ,q yL- _ 0508- PROPOSED SEPTIC DESIG FOR DUBLIN CONSTRUCTION . S4 RAX141,01 'D AVE, LOT 18 SOUTH Y IgROUTIi, !- S. Z 235 GREAT WESTERN ROAD P. 0. BOX 713 - 398-3922 SOUTH DENNIS, MASS. 02660 C3 l{ { _. i1 - 5101 _ , ,� •�'- 150C GALLON JOB NO.,6030-00 REV SED SEPTIC TANK { TT 00.1 LOCATION MAP REVISED [SHEET 1 0~ ;1 SOIL TEST 1 { , D. ,BOX �\ C ^ i --LIMIT OF / \ $ 5' OVERDID X00} \ 1`\` LEGEND: ' {{ _ _ ,/' 99.8 100.00' cn EXISTING SPOT ELEVATION 00„0 mo • EXISTING CONTOUR -- 00 ---- -0.70- '-{` FINAL SPOT ELEVATION FO FINAL CONTOUR SOIL TEST LOCATION 99.6 c UTILITY POLE -0- a� WATER -W' W _TOW,' CATCH BASIN (€Tl GAS LINE G CLEAN OUT -- CESSPOOL: C.P. Q C: {S8{PR0J{E030-00 {dwg{E030-SAS .OfIIC 02004 SM'EETSER ENGINEER!Ni,{ BAK s PAS LOCUSLOC. t REG/OP✓qL ,q yL- _ 0508- PROPOSED SEPTIC DESIG FOR DUBLIN CONSTRUCTION . S4 RAX141,01 'D AVE, LOT 18 SOUTH Y IgROUTIi, !- S. 235 GREAT WESTERN ROAD P. 0. BOX 713 - 398-3922 SOUTH DENNIS, MASS. 02660 DATESCALE SEPT. 2, 2004 " _ l 1 - 20 JOB NO.,6030-00 REV SED LOCATION MAP REVISED [SHEET 1 0~ ;1 C: {S8{PR0J{E030-00 {dwg{E030-SAS .OfIIC 02004 SM'EETSER ENGINEER!Ni,{