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HomeMy WebLinkAboutApp-Permit-ComplianceTOP OF FOUNDATION ELEV. = 97.40 - ) SLAB ELEV. I 89•�0 LIQUID DDEPE T 5 FEET 6 FEET 7 FEET 8 FEET 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE 10 FT. MINIMUM 10 FT.. MINIMUM FROM SLAB CLEAN SAND CONCRETE COVERS INSPECTION PORT 4" SCHEDULE 40 PVC PIPE LOAM AND SEED MIN. PITCH 1/8" PER FT. 2" LAYER OF 1/8" TO 1/2" WASHED STONE 4" CAST IRON PIPE 6 MA " MAX.89.0 �/U(, OR FILTER FABRIC VENT (OR EQUAL) MINIMUM 68.75 MIN. NOT REQUIRED PITCH 1 /4" PER FT. ,k Z TEE FLOW LINE 10".� .. t13.00 rn ELEV. = E$.50_ -TMIN. - ELEV. = T ,., .-. 83.00 2'0" 70,� ° ° ELEV. _ _L'3.5 GAS - ELEV. - 85.67 6" SUMP ELEVLEVE. - ° 10� ELEV. = 84.67 BAFFLE DISTRIBUTION OUTLET E-t. J, pOV BOX INFILTRATORS WITH 6 HIGH CAPACITYSTONE z z Z TEE 14 INCHES TO BE PLACED ON FIRM BASE) y8,- TO BE WATER TESTED, IN z 6.27 19 INCHES 500 GALLON IF MORE THAN ONE OUTLET 11 X 48 X 10 TRENCH FORMATION N N 24 INCHES 29 INCHES 34 1NCHES �+ y SEPTIC TANK (TO BE PLACED ON FIRM BAST`) SOIL ABSORPTION `�'v WELL N A TO 1 1/2" 'CLEAN +�-�-� SYSTEM EM (SAS) ZONE INDEX N ._ DOUBLE WASHED STONE STONE ADJUST FREE OF FINES d "I'LT t to SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. = OBSERVED WATER TABLE ( / / ) ELEV. NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = SOIL TEST 151,92' DATE OF SOIL TEST DECEMBER 11, 2013 SOIL .TEST DONE BY SWEETSER ENGINEERING WITNESSED BY _A._VQN HONE ` T 12 2 #. 2 S. F. OBSERVATION HOLE 1 ELEV:= 91.1 PERCOLATION RATE _ < 2 MIN./INCH AT _..62 INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-6" 0/A_ LOAMY SAND IOYR6/1 NO ROOTS 6-32" B LOAMY SAND 10YR7/4 ROOTS z 32-120" C MED./FINE SAND 2.5Y7/2 NO WATER ENCOUNTERED AT 120" ELEV. = 81•1 _ 97.9 --- --(96)-- OBSERVATION HOLE 2 ELEV.. 89.4 95 88 --- * 97.3 / / 95.5 1 T kJ a - } " 94.3 i - (92)-- (90)-.. EPTH ' HORIZ TEXTURE COLOR MOTT. : OTHER 0-b`" 6-38" 38-132" O/E B C ORG./MED. SAND LOAMY SAND LOAMY SAND 1OYR6/1 10YR6/6 2.5Y7/4 NO ROOTS ROOTS j WATER ENCOUNTERED AT • 132" ELEV. = _ 78.4 .' 1 \ 86.0 * �4.4 \16 \ \ \ \ DESIGN CALCULA11ONS NUMBER OF BEDROOMS _ 4 / \ ` GARBAGE DISPOSAL UNIT �- J TOTAL ESTIMATED FLOW \ \ \ ( 110 GAL"/BR./DAY X 4_ BR.) 0_ GAL./DAY y ;x REQUIRED SEPTIC TANK CAPACITY --MQ GAL. ACTUAL SIZE OF SEPTIC TANK GAL. ■ 95.1. SOIL CLASSIFICATION _ I_ A _ nFSW,N PrP(`C)1 AT7CC3 J RAW- - L -K- j P 1 \ EFFLUENT LOADING RATE VJ-4_ GAL/DAY/S.F. LEACHING AREA 626.33 SQ. . FT. t (11X48)+(59X2X10/12) _ B ` LEACHING CAPACITY (AREA X RATE) 453-M GAL/DAY 626.33 X 0.74 RESERVE LEACHING CAPACITY 1134a GAL./DAY .. ' 1500 GAU ,C. l4 ` .7 SEPTIC TI PIK • 9 OP ' OSEo NOTES: 4 eeOR O,yNc ~ ~= j 1 TITLE 5WORKMANSHIP TOWN'S RULES AND REGULATIONS FOR D.E.P. LIMIT OF 5' THE SUBSURFACE DISPOSAL OF SEWAGE. 1 \ OVERDIG Z. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO SOIL 1 ' N-11 WITHIN 6" OF 'FINISHED GRADE. ftN TEST 1 ,� 3. ALL COMPONENTS OF THE SANITARY SYSTEM SPALI BE CAPABLE / A I WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN . 10 'T.. OF DRIVES OR PARKING AREAS. H-26 LOADING SHALL. 13E USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREA- 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE 'MORTARED IN PLACE. I 93.3 / 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH p / DEEDED OR ZONING REGULATIONS. OWNER f APPLICANT IS TO r '8� /. OBTAIN SUCH DETERMINATION FROM APPROPRIATE „AUTHORITY. j, Q94 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR /_ / IS TO CALL "DIG -SAFE" AT 1-888--344-7233 AT LEAST 72 HOURS TEST ( �T �h �� PRIOR TO COMMENCING WORK ON SITE.. \ I h�'au rnaut ealth Department 7• CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS x 91.8 / / P SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION ID IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. \ / 8. PARCEL IS IN FLOOD ZONE C-�.:- ��'.�, Date 9. LOT IS SHOWN ON ASSESSORS MAP �93 AS PARCEL 4.12 /es _ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR � 9S' _ A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED C4MY MY 88.2 a �lIx .8 89.36\ 87 LEGEND: EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR ---- 00---- FINAL SPOT ELEVATION . 00,0 FINAL -CONTOUR ©U SOIL TEST LOCATION UTILITY POLE -0- . TOWN WATER - WSW CATCH .BASIN t1m) GAS LINE G '" CLEAN OUT CESSPOOL C.P.0 TH SAND AS SPECIFIED IN 310.CMR 15.255:(3). APPROVED: BOARD OE' HEALTH DATE AGENT . YARYOUTHPORT, MASS. ROUTEfiA Q V � , #' o � HAM DESERT S STEAD awauss SISTERS CIRCLE ROWS 6 PROPOSED SEPTIC DESIGN FOR JASON BERRY LOT 12, #105 SISTEM, . CIRCLE LOC. "' OUTHPORT, 190S. a7ANT Ck 1Gffz[r Cl 203 SETUCKET ROAD . 508- SOUTH DE=NN S,i1 MASS. 385-6900 02660 DATE DEC. 2, 2013 SCALE '� = 20 REV. JOB NO.: k►920-12 EXIT 7 .:------`.� _ LOCATION" MAP [SHEET 1 � OFF 1 REV. � • C,• \S8�PROJ\6920-00�dwg\6920-SAS=I2DWG 0 2013 SWEETSER ENGINEERING