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Home My WebLink About0745.97.1INFLOW FROM ELBOW TO OUTFLOW TO DOSING TANK BAFFLE FIELD FLOW 2" d () -73 DISTRIBUTION BOX (CROSS SECTION) 12" min EXISTING GRADE SYNTHETIC FILTER FABRIC __ FINISH GRADE EARTH BACKFILL GRADE,_ 12" TOPSOIL 1 "L" COARSE GRAVEL 48" 4" PERFORATED PVC PIPE if Y��L ��p !.. 4" ' f' q" �I SUBSURFACE DRAIN (CROSS SECTION) A -A SH GRADE EARTH BACKFILL 6" S0 LIpD ,,..._PVC PIPE1 L" COARSE / GRAVEL 4" 4. SUBSURFACE DRAIN (CROSS SECTION) B -B 18" _ 2" WASHED GRAVEL 4„ (�4'" _ PERFORATE PVC PIPE 6 NOTE: 36" Encroachments of the N.E. house corner into the Entry Way Easement ABSORPTION LINE and of the chimney over the 40' building line ore per the owner's instructions. (CROSS SECTION) NO SCALE _ 275.00' - - _ PV -1 - of West 1919t Strsst N.89'13'32" E. Copper weld (P) Sec. 27- T18N -R3E 3 f ♦ Ro Conc. Stone - -C wa*; er Sec. T- yster o; -- _ �- w t25 TIC TANK concrete 1000 GAL. DOSING TAN1 U `u -_T q ins N.89 "13.32••E. 250.50 - - �r� �o.00" rvred�� or - Lam' 0T= N.S. c j 4 J cry 6& -cry Spit Rol wood fewce cry Cn Nlg ,� cnw �s � g DISTRIBUTION BOXES 93.9 I t- {ge e I I - - 25 Sewer + Utility Esmt. \ n'y d Tl---- - - - - -- _ - - 93.8 - - -- g7 - _ F� .. u I 93.7 Q 0 95.9 95.3 97.5 / rryy I 94.6 95.1 _ 40� B.L. `O 97.5 21.7 .7 5 1.00 � 89c1c �10 89- 94.4 94.7 0. 93.6 7 3 MIN. 1.00 o 95 - 3.8 W 9 # I I o I - I I. I C o I / / g5 92.5 °o 1.33' M I 95.3 / N / 4 g 92.4 o 0 R_ k ; I I I22.3 I I I Q r 0 4-1 2.00 � ^ 13' w W 93.1 95 .00 6 9A 0 � v 0 a 49 1.33 13 18 - 14.o $ V I I $ W II 83 I .1 z 9/ N 60.1 9.9 Z / - � .00 5.33 y N u d I a 92.7 I '� 94 2/ / / 93 6 \ 4 I I o + C �►/ \ Iii 9A0 j / / /934 \ GARAGE N G 7 5 '- i'- I \ •ip / \ N 9 . 42.00' G 91.2 l/ 70 a 1 ° 1 I \ G ! 91.0 ROPOSED o N - N 91.5 \ 2.6" aox encroachment I VE Tp I 91.4 5.8.T13 "32 " "W. 252.36 � Lr\ to ma� L J I I I - l_ I I I T 1 1 1'5 ,R /W EXISTING LAT./ INV. =89.8 Nn i Dec* Adpe -t Noubc LEGEND -{f South Adjoner Ned + Sandra Kivitt _ Aerial Electric / Telephone Lines nstr. No. 841-2:306 = Power Pole ®Tel. Pad. - Telephone Pedestal PKF = PK Nail Found IPF = 5/8" Rebar Found D O N T DIG BLIND ' HIPF = 5/8•' rebar with yellow 'Hahn cap found CDC = Deed Call "IT'S THE LAW = CMS Measured Gall F.F.E. = Finish Floor Elevation m� aoaic,a,o moaoixM WtWrR = Drainage Flow Call 1 -800- 382 -5544 000.0 - Existing Elev. I ® = Proposed Elev. 2 Working Days Invert Elev. Before You Dig. /QQQ,Q Copper Weld (P) xPrepared for: z ID l� y o O Mr. 0 Modise_tt SEPTIC DESIGN Lot 7cl Sprin mill Streams. Section Four in Clay Township of Hamilton County, Indiana. SEWAGE DISPOSAL SYSTEM SPECIFICATIONS 1. Required absorption field system: a. 3' wide trench (see cross section below) b. 8' minimum spacing - center of the to center of tile c. 8'4 linear feet absorption line minimum 2. 1 -1250 gallon septic tank minimum with access riser and double lid 3. Piping specifications a. 10' of 4" ASTM -D 3034 SDR -26 solid plastic line from house to septic tank b. 4' of 4'ASTM -D 3034 SDR -21 solid plastic line from septic tank to dosing tank C. 73' of 4 "ASTM -D 2241 SDR -21 solid PVC from dosing tank to distribution boxes d. 4 ASTM -D 2241 SDR -21 solid PVC from distribution boxes to laterals e. 840' of 4" ASTM -D 2729 perforated laterals as absorption lines f. All Hamilton County and State of Indiana Standards to apply GENERAL NOTES 1. Construction of septic system will be done when soils are dry. 2. System as designed and shown is done with the intention of the system being installed at minimum depths. 3. No clay fill materials will be placed over absorption field. 4. Finish grading over absorption field will be done to obtain positive surface drainage away from field. Any finish grading done in area of absorption field will be done with light equipment. 5. No compaction from construction traffic to be allowed in absorption area. It is suggested the area be isolated by fencing or other means. 6- All a sorption field fingers to be placed at minimum depths to keep system in more permeable soils. 7. Existing elevations shown should be verified before construction begins. Design shown is based on elevations shown. 8. Septic system design was based upon Hamilton County Board of Health reco mendotions. 9. Follo ing installation and prior to backfilling of septic system trenches Hamilton County Board of Health shall be notified for inspection. 10. Surfgces, connections, and accesses to all tanks are to be sealed watertight to prevent groundwater and surface water leakage into system. 11. All absorption lateral trench bottoms shall be level along their length. 32 W w 24 Z 0 16 W J 8 Q O i- 0 1/3 HP - MAX. SOLIDS 1/2" SPHERE - 1550 RPM 0 10 20 30 40 50 60 70 80 U.S. GALLONS PER MINUTE PTYAP DISC�!ARGE CURVE HYDROMATIC SD33 THE EFFLUENT PUMP IS TO BE WIRED ON A SEPARATE CIRCUIT THAN THE AUDIO /VISUAL ALARM HIGH WATER ALARM LIGHT AND HORN PUMP SPECIFICATIONS DISCONNECT PUMP CAPACITY 41.5 G.P.M. TOTAL HEAD 8.8 FEET POWER HYDROMATIC SD33 PUMP CONDUIT I concrete Drive 96.8± ACCESS HATCH TO BE LARGE ENOUGH FOR PUMP REMOVAL AND MAINTENANCE WARRANTY DEED AS CONVEYED TO NED F. KIVETT AND SANDRA H. KIVETT IN INSTRUMENT NUMBER 89 -13919 Lot 79 in 5prngmill Streams - Section Four, an addition in Hamilton County. Indiana. as per plat thereof, recorded in Plat Book 12. pages 45 -47• in the Office of the Recorder of Hamilton County. Indiana. Subject to an Entry Way Easement as per Instrument No. 89- 13919. described as follows; Part of Lot 79 n Springmill Streams Section Four, the plat of which was recorded August 28. 1995 in Book 12. pages 45 thru 47, in the Office of the Recorder of Hamilton County, Indiana. more particularly described as follows- Beginning at a point on the North line of said Lot 79• which point bears North 89 degrees 13 minutes 32 seconds East 160.50 feet from the Northwest corner thereof; thence along said North Ine, North 89 degrees 13 minutes 32 seconds East 70.00 feet to a curve having a radius of 20.00 feet, the radius Pont of which bears South 00 degrees 4G minutes 28 seconds Easti thence Easterly. Southeasterly, and Southerly along sold curve 31.42 feet to a point on the East line of said Lot which bears North 89 degrees 13 minutes 32 seconds East from said radius point; thence along said East line. South 00 degrees 4G minutes 28 seconds East 50.00 feet; thence South 89 degrees 13 minutes 32 seconds West 25.00 feet; thence North 5G degrees 04 minutes 28 seconds West 79.OG feet to a poet which bears South 00 degrees 4G minutes 28 seconds East 25.00 feet from the point of beginning; thence North 00 degrees 4G minutes 28 seconds West 25.00 feet to the Pont of Beginning. Subject to a 25 feet and 15 feet wide Sewer and Utility Easements off the entire North and East sides of Lot 79 respectively as shown on said plat and hereon. Subject to a 15 feet wide Drainage and Utility Easement off the entire West side of Lot 79 as shown on said plat and hereon. Subject to a 40 feet Building Setback line as shown hereon. Subject to all other legal easements and rights -of -way of record. SECURE GAS TIGHT COVER �IE FINISHED INSPECTION MANHOLE PLUG __\ 'M 3" MIN. .15 "D" MIN. INSIDE LIQUID LEVEL 95.1 CT, I 6" MIN. 2" LIQUIQ DEPTH "D" 30 TO 78" GAS REINFORCED I D FLEC TION CONCRETE 1250 GALLON 90" x 50" SEPTIC TANK SECTION " MIN. OUTLET 94.7 ^ 4" TO 6" 97 -0484 J.Y. 06 -12 -97 CIVIL ENGINEERS WEIHE ENGINEERS, INC. 10505 NORTH COLLEGE AVENUE ALLAN H. WEIHE, P.E., L.S. INDIANAPOLIS, INDIANA 46280 PRESIDENT (317) 846 -6611 LAND SURVEYORS LAND PLANNERS FLOOD STATEMENT: The described real estate DOES NOT lie within a Special 1 --- LIFTING Flood Hazard Zone as plotted by scale on the Federal ,T CHAIN Emergency Management Agency, Notional Flood Insurance 94.6 FROM SEPTIC TANK / IDE RAILS ELEV. -94.4 TO FIELD Program, FIRM Flood Insurance Rate Map Community -Panel Number 180081 0002 C, dated May 19, 1981. NO ALARM 94.3 VALVE VARIABLE ON 93.8 BREAK I J; t Sr OpE - - I� 600 GALLONS AWAY FLANGES T'i -_ _ OFF 90.6 _ GRADE AS SHOWN ON PLANS SCALE: 1' =30• TYPICAL SWALE SECTION CONCRETE (NO SCALE) 89.4 PEDESTAL +��'tctertit9tir�� 0 15 30 GO DOSING TANK �((l1 (CROSS SECTION) 90" X 50" INSIDE DIMENSIONS 1� ALLAN H. WEIHE -REG P. E':., `J8827 97 -0484 J.Y. 06 -12 -97 CIVIL ENGINEERS WEIHE ENGINEERS, INC. 10505 NORTH COLLEGE AVENUE ALLAN H. WEIHE, P.E., L.S. INDIANAPOLIS, INDIANA 46280 PRESIDENT (317) 846 -6611 LAND SURVEYORS LAND PLANNERS