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HomeMy WebLinkAboutEngineered Plan - 2018DEPTH HORIZ ;TEXTURE COLOR MOTT. OTHER ~ 0-15" Ap LOAMY.SAND 10YR5/1 NO ROOTS 15-39" B LOAMY SAND 10YR6/6 ROOTS , 39-66" Cl SANDY LOAM 2.5Y6/,3 66=123" C2 SILT LOAM 5Y6/2 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0- 7" Ap LOAMY SAND 10YR5/1 NO ROOTS 7-25" B LOAMY SAND 10YR6/6 ROOTS 26--38" Cl SANDY LOAM 2.5Y6/3 3$-84" C2 SiLT LOAM 5Y6/2 95.92 94.33 93.33 PSP �� s FOR A• ne.�144 ��f k i' P ^I'J'"n33 eA s � ¢A¢ aAAp +'{q/�,;n�+I{.'�� �, ''.• a �! Taro f` tl'�j S.,.N v�.m•��.' l G i - A" SCHEDULE 40 PVC PIPE CLEAN a.gtJU 4 TOP OF FOUNDATION _20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE ^MIN. PITCH -1/8" PER FT. INSPECTION PORT' ELEV. = 100.00 10 FT. MINIMUM 10 F T. MINIMUM FROM SLAB 2" PRESSURE PIPE (ASSUMED) 150 PSI MINIMUM ELEV. = � FO,U'6 � ILTCR FABRIC CONCRETE �91?`FAAX. -8.fs4 hi 4. VENT b COVER / - = (EXISTING) COVER QUICK - - QISCONNECT TEE FLOW z ., AT P DE NION LEVELERS „ 6" MAX. o� ELEV. 5•94 CAST IRON PIPE - - SLAB (OR EQUAL) MINIMUM PITCH 1/4" PER FT. 2 0" . LEVEL 10`i ° 40 ML ABEL A1800 FILTE ELEV: - 6" SUMP ° ° ELEV. _ _ _94.70 _ -- - uNER - FLOW LINE D. {/ i,d+d art' r ELEV. 94,1t 10" ELEV. MIN• 12 HIGH CAPACITYANFILTRATORS �_` - ADD GAS � 3jHO DRILLLOW PROFILE , WITH STONE IN A z 4.00 ELEV. ELEV. = _93.83 BAFFLE TO BE WATER TESTED 1 X 45 X 1CI FIELD FORMATION WELL A ELEV. (T0 BE PLACED ON FIRMA BASE) SOIL ,B6"a INDEX CHECK 3/4":TO 1 1/2" LIQUID OUTLET VALVE WASHED STONE '°° (SAS) ADJUST_ 4 FEET 14 INCHES DEPTH TEE (EXISTING) . 5 FEET 19 INCHES .0 SAL MYERS SRM 4 6 FEET 24 INCHES g 0.4 HP (MAX.) USGS .PROBABLE WATER. TABLE ELEV.. _ 8 FEET 34 INCHES SEP i 'tle e�'L`n (OR EQUAL) OBSERVED WATER TABLE ( / )ELEV. ---- "SUITABLE", MATERIAL ELEV. $Q�70 g �^,g BOTTOM OF 7F5T HOLE ELEV. 85.95 ELEV. AT .INVERT INLET _ , �3_ L�'"' U w,t� CHAMBER BER CALCULATIONS:.' �^ r +- ELEV. AT ALARM ON PvAG .,.. DISPOSAL SYSTEM PROS ILA ELEV. AT PUMP ON REQUIRED FLOW PER CYCLE 25 X � = i9�_ GAL./CYCLE NOT :TO SCALE ELEV. AT PUMP OFF, VOLUME PER CYCLE 110 GAL/CYCLE /7.48 GAL/CU. FT 14.71_'CU. FT./CYCLE: BOTTOM OF INSIDE PUMP CHAMBER ' -6b VOLUME OF WATER IN PIPE 3.14 X 0.00694 X _60 FT. = �131_ CU. FT. BOTTOM OF OUTSIDE PUMP CHAMBER _ SP,25_ TOTAL MINIMUM VOLUME PER CYCLE 1 0?. CU,fT. -_..- DISCHARGE _16.0�_ CU. FT. / 34.67 CU,FT./t-T. - 0.4>y FT..; (1000 G.S.T.) STORAGE CAPACITY (_ 40- GAL./DAY /7.48 GAL./CU.FT./34.67 CU.FT./FT, 1.70 FT. 1.70 REQUIRED _ � PROVIDED l . IL -TES DATE . QF SOIL TEST MAY-3, 2.018 / SOIL TEST DONE, BY SNIEETSER�ENGINEE_RING` s�< f� 1V . WITNESSED BY yA. VON HONE' S :.,., 100.6 f '3l/ .l r �� 7 t*! 1-10-I 1 :96.20 VENT. PERCOLATION RATE < t4 .. MIN./INCH -AT . 54 INCHES 6. 96.2 . LIMIT OF 5': OVERDIG x 96.2 94.95 92.95 9 .70 0 v° `�... 123 $2.70 85.95 ;4 ` i12NO WATER ENCOUNTERED AT __ELEV. _ Si57 . 5.50' �.NI HOLE �ELEV.=. ' } c a % ,^ -TEST,-Z7.6 gF D. 1 `~ 301L,` v ~ BOX TEST 4-, OTC 96:$ , t in 40 ifk:L _ VINYL z At -ARM ON ` - PUMP ON PUMP OFFLn .a EZ�IGN CALCULATION ar NUMBER OF BEDROOMS 4 Y�tQ GARBAGE DISPOSAL UNIT EXISTING SPOT ELEVATION O0gO TOTAL ESTIMATED FL_01"l EXISTING COiJTCUR----=©0--__ (110 CAI..,& ./DAY X P3I^c.) _ 4`IO ; GAL./DAY n FINAL SPOT ELEVATION 0 T!T REQUIRED SEPTIC TANK CAPACITY ' GAL. FINAL `CONTOUR--�---- 0 1 ACTUAL SIZE. OF SEPTIC TANK ( STING) 1Q 3 GAL. SOIL TEST LOCATION SOIL CLASSIFICATION UTILITY POLE __o_ DESIGN PERCOLATION, RATE ; <_t4__: _ MIN,/IN. TOWN WATER=W--M;.---1N= -- EFFLUENT LOADING RATE ? GAL:/DAY/S.F. CATCH BASIN \ � LEACHING AREA p9 &V 'SO. FT. .. - .CAC 'I MiC