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Home My WebLink About23 Doves Wing Road Proposed Septic DesignTOP OF FOUNDATION ELEV. - 34.80 + 6.50 SLAB ELEV. ELEV. = FT. MINIMUM 24" MANHOLE COVER 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4 PER FT. ELEV. . 24.80 20 FT. MINIMUM FROM CELLAR 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE ® 2" PRESSURE PIPE PLANT 150 PSI MINIMUM ON 24COVAERS LE -\ i MANHOLE COVERS 2" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. / CAP & VALVE 3" DIA. PVC. MANIFOLD VALVE 3/8" DRILL 0 -HOLE ELEV Jrn o CHECK 2" HOLE/ ELEV. -_/ X �_��JJJ 3/4" TO 1 1/2" CLEAN DOUBLE WASHED STONE FREE OF FINES & SILT (TO BE PLACED ON FIRM BASE) - VALVE SINGULAIR TREATMENT PUMP PLANT CHAMBER SAMPLE CATCH AND RECIRCULATING PUMP ELEV. AT INVERT INLET _24,011- ELEV. AT ALARM ON _2L.%_ SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP ON _2123- ELEV. AT PUMP OFF NOT TO SCALE BOTTOM OF INSIDE PUMP CHAMBER BOTTOM OF OUTSIDE PUMP CHAMBER _18,1f4_ INSPECTION CAP & SOIL TEST CLEAN SANDVALVE DATE OF SOIL TEST SEPTEMBER 13. 2005 PORT 2" LAYER Of MANHOLE SOIL TEST DONE BY $jSER ENGINES TNG t i/8" TO 1/2" COVERS VENT WITNESSED BY A. VON HONE j^ 35.00 MAX 32.75 I+IIN. WASHED STONE REQUIRED OBSERVATION HOLE ELEV.g_35.90 OBSI RVATION HOLE '2 ELEV.++�34.10 - I PERCOLATION RATE __4L_2_ MIN./INCH AT __L8L INCHES PERCOLATION RATE < 2 > 32.00 2" HOLE ELEV. 30_62_ 0 0 0 o.= .,0�, ...0 " o ELEV. 30.42 0 0 o 0 0 o e 0 0 0 0 0 0 0 0 060 14 STANDARD INFILTRATORS WITH STONE IN A z WELL A1W 230 10.33' X 48' X 5" FIELD FORMATION ;i 18.12 ZONE C 1n INDEX 23.3 ADJUST 2B DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-30 B/C7 30-120 C2 LOAMY SAND MEDIUM SAND 2.5Y7/4 NO STRIPPED/MIXED MIN./INCH IN C2 HORIZON I` 11 1 SOIL ABSORPTION DEPTH HORIZ TEXTURE COLORMOTT. NO WATER ENCOUNTERED AT pi OTHER 0-66 66-150 B/C1 C2 LOAMY SAND MEDIUM SAND 2.5Y7/4 NO STRIPPED/MIXED SYSTEM (SAS) NO WATER ENCOUNTERED AT__12(1. ELEV. _ _ 95 qD NO WATER ENCOUNTERED AT pi 2 ELEV, m 1 Af) j USGS PROBABLE WATER TABLE ELEV. OBSERVED WATER TABLE (9/13/05) ELEV. _ -1230 . 2-50 TEST HOLE 2, LOT s DESIGN CALCULATIONS I PRO LOCATION LOT Dii'S PIING ROAD, YARMOUTH ;. BOTTOM OF TEST HOLE ELEV. _ 21.60 NUMBER OF BEDROOMS 3 PUMP CHAMBER CALCULATIONS: :a SCALE 1" _ 20' GARBAGEUNI T - I REV. FEB. 29, 2008 IDB NO. 6250-00 TOTAL ESTIMATEDPOSAL REQUIRED FLOW PER CYCLE .25 X 330 a 82 o CAL./CYCLE REV. SHEET 1. OF '1 ( 110 GAL/BR./DAY X 3 BR.) _;330_ GALDAY/ VOLUME PER CYCLE _92=_GAL/CYCLE /7.48 GAL./CU. FT. 03 11.CU. FT./CYCLE REQUIRED SEPTIC TANK CAPACITY --600---600- GAL i; VOLUME OF WATER IN FEED 3.14 X 0.00694 X 42_ FT. _ A.$2_ CU. FT. ACTUAL SIZE OF SEPTIC TANKSOIL GAL. VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X _5FT. . 0.25 CU. FT. 1-1/2" LATERAL LINE CLASSIFICATION __�_ TOTAL VOLUME OF WATER RETURNED 1.17 CU.. 3/8" HOLES D 5' O.C. DESIGN PERCOLATION RATE TOTAL MINIMUM VOLUME PER CYCLE 12.20_ CU. FT. ALTERNATE SIDES EFFLUENT LOADING RATE GAL/DAY/S.F. //DAY/S.F. DISCHARGE 1220 CU.FT. /34.67 CU.FT./f T. _ 0.35_ FT. (1000 G.S.T. (ID 11 AND 1 O'CLOCK) LEACHING AREA G A 8!14- 18 SQ. FT. STORAGE CAPACITY (�3Q_GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./p - _1,27FT. O X48 33X4CAPACITY {; 1.27 REQUIRED _2.54_ PROVIDED c LEACHING (AREA X RATE) 3S1.e GAL/DAY 475.18 X 0.74 3 - 3/e" DRAINAGE HOLES PER LATERAL RESERVE LEACHING CAPACITY .'�' LB,3 GAL A /D Y 0 BEGINNING, MIDDLE & END (6 TOTAL) I" 3" PVC MANIFOLD DISTRIBUTION LATERALS AT 5r G.G. SIDE VIEW END VIEW t' r' 2 PRESSURE PIPE 2.5 5.0 FROM PUMP CHAMBER NOTES: 1. 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 TO \ ; FINISHED GRADE. w 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF +* WIYHSTANDING H-20 LOADING. pin .* 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL i Q ply BE MORTARED IN PLACE, � 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH •134.5 .36.5 0. .. t � DEEDED OR ZONING REGULATIONS. OWNER / :APPLICANT IS TO � \ \ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 589 7509' 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1-688-344-7233 AT LEAST 72 HOURS { PRIOR TO COMMENCING WORK ON SITE. \ \ LOT 1 \ 9 36.8 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS ; • 20.1 A MP 1 % 02 1 �0 �� O / SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION I I CH MBER S.F. e e?� 3 RESERVE Sqs I S�4, .06 1S TO 8E BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER • 1 J O Sol SOIL s 5.0' 5.0' IMMEDIATELY. _ 19 7 °D S _1 TEST 2 '� �4�72' 8. PARCEL IS IN FLOOD ZONE C I AMPLE � V �9. LOT IS SHOWN ON ASSESSORS MAP ` O 106 AS PARCEL x - ATCH ,/�?� R SERVE $=S 10. PUMP 1. ALARM ISOTOLARM ARE TO BE BOTH AUDIO ON AND VISUAL. CIRCUITS. ¢{ _ + I! V 12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE SOIL o n 3_ TOP VIEW THAT THERE IS NO INFILTRATION Of GROUNDWATER INTO FACILITIES I ` ! y`' SIN ULEN 9 ODN \ TEST 2� 46.00• y o ; 13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND j TRE ENT PLANT \ Twp \ P2 I 34.8 _ / 2 I FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM . AND BE f � / / �S fie\ REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). I > > 14. EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED. i I 2 y �' 19-00' �y 15. THE SEPTIC TANKS AND PUMP CHAMBER ARE 1g,8 J / k 33.5 O TO BE SET ON A FIRM BASE OR 3/4" TO 1 1/2" STONE 6' THICK. 16. THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER FOR THE I ' L h \ S IL Q 1 ij� � FOLLOWING MINIMUM INSPECTIONS: �llrii� vTES 1 17,0(1. STAKE OUT SYSTEM. ( DECK , 2. PRIOR TO AND DURING THE SETTING OF THE TANKS. �1 t 3. IF BUILDING DEBRIS OR STUMPS ARE ENCOUNTERED DURING EXCAVATION. 1 a1 (14) jl`i�7r 1 ,rrl��, 2w "' �. 4. EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT. - r / ry �- ,II ��o O 5. INSTALLATION OF ALL PIPING. ( 6. COMPLETION OF SEPTIC SYSTEM, PRIOR TO BACKFILL. I / `ry6 1111J /r �!( 'Irl � eo�ry GP�7J�Q7 \ � 17. CONTRACTOR TO HAUL ALL POLLUTED STONE, .SAND, DEBRIS TOA I r h o Q �P SUITABLE DISPOSAL SITE. / /+�o�•-�`_ ' 10 x ooQ'� � . 18. PUMP IS TO BE A MEYERS SRM 4 4 10 HP W 31 GPM CAPACITY r "� • 20.8 / ��Irr� 35.6 DECK12 ry�4 \ / (/ / jrljl� �ti 536.5 & 14.5' HEAD) OR EQUAL, 1 3�_ B.Ni.,9 1 pa j �38. ++. OSED 3 B DR SLING ilh r f I( PORCH Q18.5 PR -{ I �• 26 / �-� ;! ?�/' POSE D ` ' I @S�. 3 §2DROOM LING �� _ ` • 31.0 30.4 \ 33.5 h + 1 ~ \ 35.2 1 / 5 -4- . 3 ., j •� _ \ N - Yaml9uth Health DeD � rtment M •-_ �' h ` \'/ • F"tMOF; % OF I�PROIIE (Ik.s„ 32.2 3.5 V �` y�Wp • 32.8 k 32 3 T• A _ Data 1 �f DUMAS D�1 v ` No 619�� Dom srYG ROS APPROVED: BOARD OF HEALTH '? 11.4 -(32) 'v PATE AGENT Ji )T 18 _ ! 34.2 � '� � � ! =� 33.5 4 ® 33.7 .3 ` \ • 3.0 LOT 20 • 3 : o. 34.4 1 \ 1 \•� 35.0 LEGEND: EXISTING SPOT ELEVATION 00x0 EXISTING CONTOUR y,--00---- 1 FINAL SPOT ELEVATIQN \ FINAL CONTOUR SOIL TEST LOCATION \ UTILITY. POLE -0- TOWN WATER -WSW CATCH BASIN (®"k GAS LINE -9- CLEAN CLEAN OUT _.---�0 CESSPOOL C.P.0 17,158 # SF, A N r _I �r t• 4.2 34.18 � ro * 33.5 j4.3f \\ F� C.' S8 PRO✓ 6250-00 dw 6250-OOSASDWC 02006 SWEETSER-ENGINEERING 0. LOCUS ? z 1Y N Cp�gT y to rS o RO�ZE 6 .PROPOSED SEPTIC :DESIGN FOR DUBLIN CONSTRUCTION, INC, f' I PRO LOCATION LOT Dii'S PIING ROAD, YARMOUTH S "r2� WESGRN ROAD G 398 03922 P. 0. BOX 713 SOUTH DENNIS, MASS, 02660 DATEAUG. 3, 2006 :a SCALE 1" _ 20' I REV. FEB. 29, 2008 IDB NO. 6250-00 LOCATION MAP REV. SHEET 1. OF '1 , C.' S8 PRO✓ 6250-00 dw 6250-OOSASDWC 02006 SWEETSER-ENGINEERING Y` f' :a I , C.' S8 PRO✓ 6250-00 dw 6250-OOSASDWC 02006 SWEETSER-ENGINEERING