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HomeMy WebLinkAbout10 Victory Lane - Septic Design®I Be ♦•t� HORIZ TEXTURE . COLOR MOTT. OTHER 4" SCHEDULE 40 PVC PIPE CLEAN SAND TOP OF FOUNDATION WATER ENCOUNTERED AT 90�__ ELEV. 89 90__ 20 FT. MINIMUM FROM CELLAR MIN. PITCH 1/8" PER FL INSPECTION PORT 2" LAYER 10 FT, MINIMUM 10 FT. INIMUM FROM SLAB OR CRAWL SPACE 8 LOAMY SAND 10YR5/6 99.20_ 2 1/8" TO 1/2" ELEV. _ _ _ (ASSUMED) C MEDIUM/ 2.5Y7/4 2" PRESSURE PIPE 150 PSI MINIMUM CONCRETE COVERS MANHOLE ELEV. 95.00 " M 101.03 M WASHED STONE VENT 96.76 IAN. PUMP SWITCHES DETAIL FINE SAND DA_ ESEPT. 24, 200 8 HAM 0 f` H-20 OBSERVED WATER TABLE (9/23/04) ELEV. _ _ 89.90 ZONE BOTTOM OF TEST HOLE ELEV. = 85_20 INDEX 6.3 REV. OCT. 5, 2004 NUMBER OF BEDROOMS 4 COVER ELEV. _ ADJUST 1.7 _ GARBAGE DISPOSAL UNIT _ NO RE`' MAR. 24, 2005 ELEV. AT INVERT INET ON AT ALARMLEV. ' TOTAL ESTIMATED FLOW 4 �_ GAL./DAY SEWAGE `DISPOSAL SYSTEM PROFILE EELEV. AT PUMP _s2N= 98.03 m _2120 3.00 4" CAST IRON PIPE I REQUIRED FLOW PER CYCLE .25 X __4_49 = _.1Z2- GAL./CYCLE - - NOT TO SCALE ELEV. AT PUMP OFF _91_83_ (OR EQUAL) MINIMUM PITCH 1/4" PER FT. ACTUAL SIZE OF SEPTIC TANK _1500 GAL. .\ 2.0. - LEVEL 0 0 0 = e 00 0 ELEV 9670 EL Al 80 L ER I ELEV. . 6" SUMP ELEV. _ _97:53 0 --__ FLOW UNE I �� §TRIBUTIONELEV. _ ALARM ON ELEV. = 98.20__ 11! " �/ Z I GAS 3/HOLERILL 97.53 4 HIGH CAPACITY INFILTRATORS z BOX WITH STONE IN A 215.07 PUMP ON 95,55 BAFFLE TO BE WATER TESTED 11" X 36' X 10' TRENCH FORMATION �' i ELEV. a _ J N ro ELEV. s 95_ (TO BE PLACED ON FIRM BASE) 40 ML VINYL a j CHECK 3/4" TO 1 1/2" SOIL ABSORPTION LINER qt2 PUMP OFF WASHED STONE SYSTEM (SAS) ELEV. _ __94.20 c LIQUID OUTLET ��_�.. .L VALVE o P (TO BE PLACED ON FIRM BASE) I SOIL TEST DATE OF SOIL TEST SEPTEMBER 23, 2004 SOIL TEST DONE BY �wFFTc,N�'iNEE$INC WITNESSED BY A. VON HONE _ 019ISMA11ON HOLE 1 ELEV.-_94.70- PERCOLATION RATE _< 2 MIN./INCH AT 68_ INCHES DEPTH HORIZ TEXTURE . COLOR MOTT. OTHER 0-14 FILL NO WATER ENCOUNTERED AT 90�__ ELEV. 89 90__ 14-24 A LOAMY SAND 10YR3/2 2 6 FEET 24 INCHES ROOTS ( OR EQUAL) 24-36 8 LOAMY SAND 10YR5/6 ROOTS 36-114 C MEDIUM/ 2.5Y7/4 SEPTIC T N K C p R (HOUSE / 16) OBSERVED WATER TABLE 6/24/04 ELEV. = 89.93 WELL MIW 29 - FINE SAND DA_ ESEPT. 24, 200 8 HAM 0 f` H-20 � 4 FEET 14 INCHES 5 FEET IN - 1 5OO GALLON Pt IMP MYERS SRM 4 0.4 HP (MAX.) PROPOSED SEPTIC DESIGN FOR THOMAS CONNELLY - WATER ENCOUNTERED AT 90�__ ELEV. 89 90__ 2 6 FEET 24 INCHES V ( OR EQUAL) USGS PROBABLE WATER TABLE ELEV. c 91.63 7 FEET 29 INCHES FEET 34 INCHES SEPTIC T N K C p R (HOUSE / 16) OBSERVED WATER TABLE 6/24/04 ELEV. = 89.93 WELL MIW 29 - DESIGN CALCULATIONS DA_ ESEPT. 24, 200 8 HAM 0 f` H-20 OBSERVED WATER TABLE (9/23/04) ELEV. _ _ 89.90 ZONE BOTTOM OF TEST HOLE ELEV. = 85_20 INDEX 6.3 REV. OCT. 5, 2004 NUMBER OF BEDROOMS 4 93_00_ ADJUST 1.7 _ GARBAGE DISPOSAL UNIT _ NO RE`' MAR. 24, 2005 ELEV. AT INVERT INET ON AT ALARMLEV. PUMP CHAMBER CALCULATIONS: TOTAL ESTIMATED FLOW 4 �_ GAL./DAY SEWAGE `DISPOSAL SYSTEM PROFILE EELEV. AT PUMP _s2N= 110 GAL/SR./DAY X BR.) _ CAPACITY GAL. REQUIRED FLOW PER CYCLE .25 X __4_49 = _.1Z2- GAL./CYCLE REQUIRED SEPTIC TANK _880_ NOT TO SCALE ELEV. AT PUMP OFF _91_83_ VOLUME PER CYCLE GAL/CYCLE /7.48 GAL./CU. FT. = 14_71_ CU. FT./CYCLE ACTUAL SIZE OF SEPTIC TANK _1500 GAL. BOTTOM OF INSIDE PUMP CHAMBER91_00 9U_50_ -jig_ VOLUME OF WATER IN PIPE 3.14 X 0.00694 X FT. = CU. FT. SOIL CLASSIFICATION 1_ BOTTOM OF OUTSIDE PUMP CHAMBER _ _ _0.44 TOTAL MINIMUM VOLUME PER CYCLE W5 CU. FT. DESIGN PERCOLATION RATE S__5_ MIN./IN. DISCHARGE 15.15 CU. FT. / 36.11 CU.FT./FT. = 0.42 FT. (1000 G.S.T.) EFFLUENT LOADING RATE 9J_4_ GAL/DAY/S.F. STORAGE CAPACITY (140-_ GAL./DAY /7.48 GAL./CU.FT./36.11 CU.FT./FT. - _x•83_ FT. LEACHING AREA -024.N SO. FT. _],,Q3_ REQUIRED x.50_ PROVIDED (11X48)+(59X2X70/12) LEACHING CAPACITY (AREA X RATE) 463_48 GAL./DAY • 96.5826.33 BUOYANCY CALCULATIONS: X 74 RESERVE E CHNG CAPACITY 463_46 GAL./DAY 1500 GALLON SEPTIC TANK 1000 GALLON PUMP CHAMBER NOTES: - LIMIT OF 5' 0 WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED 11.0x8.17x(91.63.-90.80)x82.5 3521 LBS. 9.Ox5.25x(91.63.-90.50)x62.5 3338 LBS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. - WEIGHT OF TANK PER MANUFACTURER 21230 LBS. WEIGHT OF TANK PER MANUFACTURER 145Q0 LBS. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR WEIGHT OF " CONCRETE WEIGHT OF WATER IN SUMP THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 00 tp0 ttp0 EXCESS WEIGHT TO OFFSET FLOTATION WEIGHT OF CONCRETE \ 3. WITHIN 6" OF FINISHED GRADE. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 21230 - 3521 17,709 LBS. \ EXCESS WEIGHT TO OFFSET FLOTATION WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 OF LOADINGSHALL \ 14500 - 3338 11.1 LBS USEDT UNDERRIORSW THIN t01FT. OR£ORIVES OR PARKINGH-20 AREASBE - - \ 4. ANY MASONARY UNITS USED TO BRING. COVERS TO GRADE SHALL \ LOT 30 BE MORTARED IN PLACE. \ 3 9,750.0 f S.F. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO - - - 9 P MP � - - $ fi OBTA'N SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. APPROXIMATE N VATI N CONTRACTOR UTILITIES SHOWN ARE 0 E O LY EXCA 0 " C AMBER ' 6. N \ o ' - IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS 150 GALLON \ PRIOR TO COMMENCING WORK ON SITE. i /ATTyip 97.8 SEP C TANK \ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS v 6 97 7 \ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION /DE 97.2 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 20 42, TO / IMMEDIATELY. i DRYi";TLL SINGULAR TREATMENT LOSED c \\\ 8. PARCEL IS IN FLOOD ZONES DEL 960DN \ \ 9. LOT IS SHOWN ON ASSESSORS MAP _ASL__ AS PARCEL _�21__ 7BH. \ S 40 ML MIN 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. " \ REClr2CUL ING P P97 9 c .r LINER - 11. ALARM IS TO BE BOTH AUDIO AND VI$UAL. \AND SA. PILE ATC 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. ROP '13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. FXISANC !' ITON 97.7 14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED .FROM UNDER AND o FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE o DWELLING REPLACED W1TH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). \ \ \�\ p KJ;; F �• I 7.7 97.8 ` 15. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED A7 1 50.00' �� I \\\`\\1'\\ I \ o \ OF 4A, THE MANUFACTURER. O� \ ,r� 5+ 16. EXISTING SEPTICS ARE TO BE PUMPED AND BACKFILLED. i i / I \\\\� /�t^�p 50!L97 yg 17" �� \ i % or TANYA c' . 17. INTERIOR PIPING IS TO BE R£PIPIED BY A LICENSED PLUMBER TO EXIT i / • I97 �`\�` ST 2 �' 8 4 \ DAiGPlEAULT l AS SHOWN (IF NECESSARY). 1 0 > ' 99.2 c J 97.7 \WEFFER D. �� 1t "t No.109� •. APPROVED: BOARD OF HEALTH BUFFER 3�r� v �� .99.1 \ �� 'g f� 9 o i. BVW 2 95.8 �'� t0�00VAA\� y� 98.1\� \ ! �1 m :TEP /f \` , C i c ILI VINYL /�©s ' w UN 0` ZI DnYvEL`�^I \\\�� \\ / \ y y S \ 9g0� / s i i \t F 9 • \ `\ o a\I 9s.3\ / �'! I •( DATE AGENT % 0 a 98.7 / 4 t' 9 / A o W_' c� {� SOIL , ` 97. 94.4 / I • 97. \ �' .TEAS �✓ \/'� BVW 3, / i wo \R P`) \ \ . 98.0 �• � �- ,97.9 O R \ ) 97. �2 7LAND \ / 8VW 4 / BUFFER 00.5 / I LEGEND: / / EXISTIN . T ELEVATION 00:0 ' / - EX .G CONTOUR ---- � iNAL SPOT OELEVATi 00.0 FINAL CONTOUR SIO LAST LOCATION ®/ / UTIL3JY-sOLE -0- TM 0 T WATER-W�-.r�1��� CATCH BASIN fImN GAS LIt cc "�77 CLEAN OUT CESSPOOL C.P/. Lwoc 9 R� 2 PROPOSED SEPTIC DESIGN FOR THOMAS CONNELLY LOCATION 10 VICTORY LANE SOUTH YARMOUTH, MA t7 r=E G[Y(lLiIGi'rLL[i��T 235 GREAT WESTERN ROAD 508- P. 0. SOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DA_ ESEPT. 24, 200 SCALE = 20' REV. OCT. 5, 2004 ,JOB ND, 6044-00 LOCATION MAP RE`' MAR. 24, 2005 SHEET 1 OF 1