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HomeMy WebLinkAbout42 Captain Ryder Road - Septic Design00,80 MAX. OR FILTER FABRIC VENT &DO 4" OAST IRON PIPE " " 98.55 MIN. NOT REQUIRED (OR EQUAL) MINIMUM PITCH 1/4PER FT.FLOW TEE LEVELERS DEPTH HORIZ TEXTURE COLOR MOTT. - OTHER 0-11" A/E LOAMY SAND 10YR5/3 NO ROOTS 11-37'. B LOAMY SAND 10YR7/6 ROOTS 37-132" C MEDIUM SAND 2.5Y7/4 FLOW UNE 97.00 ° NO WATER ENCOUNTERED AT 132 ELEV... 89.3 ELEV. = 98.j0 _ -TVIN. : _ _ - - # . Ev. _ 97.6o py D" ' ' < 'OBSERVATION HOLE 2 : ELEv.= 100.3 LEVEL e , e 10' ° ELEV = 96.47 � - - DEPTH HOR12 TEXTURE : ELEV. s �L• GAS ELEV. . X17.47 5' MP ELEV.Ll LOAMY SAND 10YR5/3 NO . . ROOTS 9-32" 6 LOAMY SAND. t0YR7/6 BAFFLE 32-162` DISTRIBUTION MEDIUM SAND, 2.5Y7/4 , ►- ' 1 BOX ELEV. _ $9Z.�S�_ 2 NIGH CAPACITY INFILTRATORS N1TH STONE IN AN LIQUID OUTLET . c (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED r Z� z .67 4 FEET 14 INCHES DEPTH HOR12 TEXTURE : COLOR MOTT,. -' OTHER 0-9" A/E LOAMY SAND 10YR5/3 NO . . ROOTS 9-32" 6 LOAMY SAND. t0YR7/6 ROOTS 32-162` C MEDIUM SAND, 2.5Y7/4 , 5 FEET 19 INCHES r' IF MORE THAN ONE OUTLET 11 %d8' X 10 TRENCH FORiAitON 6 FEET 24 INCHES 1500 GALLON QbT iq NO WATER ENCOUNTERED AT _ �6Y ELEV. _ 86.8 7 FEET 29 INCHES �+ T T (TO BE PLACED ON FIRM BASE) SOIL ABSOR 1 }ON ZONE 8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2' CLEAN INDEX �,t ry� DOUBLE WASHED STONE SYSTEM (SAS) ADJUST DESIGN CALCULATIONS IONS FREE OF FINES do SILT NUMBER OF BEDROOMS 1 GARBAGE DISPOSAL UNITE`., SYSTEM USGS PROBABLE WATER TABLE ELEV.ESTIMATED FLOW. TOTAL ESTIMAFLOW. SESEWAGEGE DISPOSAL TEM PROLE OBSERVED WATER TABLE.( / / ) ELEV. _ ( 110 GAL/eR.f)AY X ..1�, 8R.) _J10-GAL/DAY NOT TO SCC T JALE BOTTOM OF TEST HOLE ELEV. _$ REQUIRED SEPTIC TANK CAPACITY -.920-'GAL ACTUAL SIZE OF -SEPTIC .TANK 500 GAL- SOIL AL SOIL CLASSIFICATION 1' DESIGN PERCOLATION RATE M1N./IN. .EFFLUENT LOADING RATE � 74_ GAL/DAY/S.F. LEACHING AREA 2§1-09 SO. FT. (11 Xt 8)+(39X2X10)2) LEACHING CAPACITY (AREA X RATE) .19f&7'�GAL./bAY 283.00 X 0.74 _ RESERVE 'LEACHING CAPACITY 1�f $i GAL/DAY NOTES: I. ALL. WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.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 ?0 WITHIN 6" OF.FtNISHED GRADE. ' 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE"CAPABLE OF D• WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN BOX 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL 13E USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. t:101: 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE 'SHALL BE MORTARED 1N PLACE. ^: 5.1 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH j DEEDED flR, ZONING REGULATIONS. CWNER J APPLICANT IS TL? FPC A. r "C,:=;?^IS'E Ail THCRITY:-.. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR ` 1 IS TO,CAIL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS OR T C WOR PRI 0 COMMENCING K ON SITE. , 7. CONTRACTOR IS TO VERIFY,GRADES AND -ELEVATIONS AS WELL AS �OS.Z-' {.} SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION \�J 100.5 \,;J ' • IS TO BE BROUGHT TO THE, ATTENTION OF THE DESIGN ENGINEER 13.35 IMMEDIATELY. 1500 GALLON r t 8. PARCEL IS IN FLOOD ZONE O ' i SOIL SEPTIC TANK r $. LOT IS SHOWN ON ASSESSORS' MAP - y7 AS PARCEL '112 TEST 2 0 23 .5, � Af , # A/ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER:ANO -�+- o fg /f ta14 ,- .4,+ _ t? FOR A MINIMUM OF S° AROUND SOIL ABSORPTION SYSTEM AND 8E l 1 0 a 'l :r' * ,i REPLACED: WITH MATERIAL AS SPECIFIED IN 310 CMR py_` ! : :k 11. A DEED RESTRICTION UMMNG.THE SEPTIC FLOW. TO NO MORE THAN LNG Y� till I*L i j '' a A SINGLE BEDROOM FLOW IS :TO BE RECORDED AT REGISTRY OF DEEDS. 17.3 PROPOSED DWELL a ,�YeBEDROOM ONLY � 100.3r'. � :J1E' '�• Sir, 100.5 t game%tF.'F:eaith Department PD vE� APPROVED: `BOARD OF HEALTH? -7L Date 100.4 .. 100.3 HATE AGENT ' PROPOSED SEPTIC 'DESIGIT s EOR . 99.7 / 000>- ( L =109.59 9� A �_� 99.7 OLQ TOWN HOUSE QL DAVEN VR1 `Bunj)ING :co 41 ... ��., 100.0 ROAD 42 CAPTAIPd 'RYDER RD., LOT 94 - 42 GAPTlAN RyDER UTH,S 99.3 SOViL� fi2LiJ, S.'. vac• n+a �' tamnow low, � 203 SETUCKET ROAD 508- P. 0. BOX 713 CAL SOUTH DENNIS, MASS ' LEGEND: WAID MMER T� ZOL"U.. 385-6900 02660 EXISTING SPOT ELEVATION 00■0 hh EXISTING CONTOUR ---=00---- V DATE JULY E7, '2012',SCALE .1 f1 = 20 - JULY FINAL SPOT ELEVATION FINAL CONTOUR- --_{ - CAPT RYDER SOIL TEST LOCATION CAPT. SMALL UTILITY POLE ^0- REV. J08 N0. 7153-00 GAS WATER -W�.�W TOWN W ASIN k®�-- ' CATCH 8 4 CLEAN OUT C.d. LOCATION MAP REV. " SHEET 1 OF,'- I CESSPOOL. C.P. Q C.• S8 PROJ 7153-00 5*V 7753 -SAS. DRV ,0 2017 SWEETSER ENGINEERINGI-