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HomeMy WebLinkAbout0992.95.1I N.E. CORNER OF THE WEST 112 OF THE N.W. 1/4 OF SEC. 20, TNSHP. 18 N., R. 4 E. NORTH LINE OF N.W. 1/4 \ OF SEC. 20, TNSHP. 18 N., R. 4 E. /- APPROXIMATE C/L OF 146TH STREET r 848.6 S89.12'41'E 456.58' S89'12'41'E 209.02' - - - -- - - ---- - - - - - - - - - - - - - - - --- - - - - - 848.5- -- - - - -- - - - - - -- - - -- - - - - - - - - -- -I -- - - - - - - In -- - Parcel No. 1 q q 1.003 ACf CD N O (U MAN HOLE N X]STING Ep E 37.9' 3 84 33 BRICK ITN N 0 0 ° Z 0 Parcel No. 2 a+ Scale 1' = GO' 8.996 ACf N89.12'41'W 209,02' w EXISTING METAL BARN a - ` +q14 j1� r - - +0a4J�` tr 7 a 3a SITE OF ID I PROPOSED to WEL `7n c'i1° �0 abo a a +� a +� +0 +0 0 N L------- - - - - - 846.4 51.3 0 Z +0ab - 846 -+e?b +46.0 8467 ` - 51.3 e _51.3 51.3 355.4' zbsT' :$ - " 8461 n Sl3 \ zags' � P 0"SED ate`'" o V,. B466 i 'l '�bT'� 51.3 r g ti abo jc� t, 1. +fah +0ah a h ; +0a -&4-7-.5 +409a .5 aa+ ' \ 2� +011 �a boa h b� b K 4 849.0 +0a 40 +l �a / 1230 GALLON rl 848.6 SEPTIC TANK 48.5 1000 GALLON - / DOSING TANK DISTRIBUTION 848.3 OgAA9 o gox - - ^D o 0 ti �'\ / ��h�,' .8g ��' , a�q a�?' aA%L,,, 41 �'1 41 + y= c O1 84 7, m ; \ �\ ` .� v H \ A 1p 1 +0a�oi +0DK P + $ 40 �a +�P' 4$ pip, t ab�a t �?a a�qO \ \�\ \ �\ sgAA a\q +0a�0 �aA +0a0 h' `vV �v +0 +0 - t - MAN - '---- ------- -- ---" =84 '00 h� `� 7 BORING - -� -- �' 40 15� \, N89.12'41'W 665.60' SYNTHETIC FILTER FABRIC _ FINISH GRADE 12" min. EARTH BACKFILL EXISTING GRADE 2.. WASHED GRA�VL' I _001 4., ( _l�4 "'- PERFORATE \ 10 " -24" max PVC PIPE 6" 36" ABSORPTION LINE (CROSS SECTION) /- FINISH GRADE,- 6" TOPSOIL 51 "L" COARSE GRAVEL 54" 4" PERFORATED PVC PIPE , I' 4" " 1 f 4" " I SUBSURFACE DRAIN (CROSS SECTION) A -A INFLOW FROM ELBOW TO OUTFLOW TO DOSING TANK BAFFLE -1ELD FLOW t2" DISTRIBUTION BOX (CROSS SECTION) L�)U vHL_L_UIN SEPTIC TANK SECTION NO SCALE ISH GRADE EARTH BACKFILL 6" SOLID ­PVC PIPL -7 "L" COARSE ` GRAVEL I' 4" l- 4" I SUBSURFACE DRAIN (CROSS SECTION) " 1, B -B 1/2 HP - MAX. SOLIDS 1 1/2" SPHERE - 1750 RPM 26 24 W 20 w U_ K 0 16 w 12 a r 0 a 4 0 0 20 40 60 80 100 120 140 160 U.S. GALLONS PER MINUTE PUMP DISCHARGE CURVE N YDROM ATIC SP50 CD M In v v O 0 0 LAND DESCRIPTIONS T C.= TOP Parcel No, 1 INV.= INVERT A part of the Northwest Quarter of Section 20, Township 18 DRAINAGE North, Range 4 East of the Second Principle Meridian in EXISTING Hamilton County, Indiana more particularly described as PROPOSED Follows: INVERT ELEV.= Beginning at the northeast corner of the West Half of the Northwest Quarter of Section 20, Township 18 North, Range 4 POINT OF BEGINNING East of the Second Principle Meridian in Hamilton County, PARCEL NO. 1 Indiana; thence SOUTH 00 degrees 01 Minute 21 seconds WEST V 1 (assumed bearing) 209.02 feet along the east line of said West Half; thence NORTH 89 degrees 12 minutes 41 seconds WEST 209.02 feet, parallel with the north line of said Northwest Quarter; thence NORTH 00 degrees 01 minute 21 seconds EAST r ti 209.02 feet, parallel with the east line of the West Half of a w Z said Northwest Quarter Section to the north tine of said Northwest Quarter Section; thence SOUTH 89 degrees 12 minutes 4 41 seconds EAST 209.02 feet, along said north line to Place of Beginning, containing 1.003 acres more or less. Subject to the half right -of -way for 146th Street, Z Also, subject to all other legal easements and rights -of -way. FULL LOAD AMPS AT 16 115 V. 12.0 AT 230V. 6.0. FULL LOAD AMPS AT 30 460 V. 1.9. A part of the Northwest Quarter of Section 20, Township 18 Z North, Range 4 East of the Second Principle Meridian in Hamilton County, Indiana more particularly described as W0 follows POINT OF BEGINNING PARCEL NO. 2 0 0 20 40 60 80 100 120 140 160 U.S. GALLONS PER MINUTE PUMP DISCHARGE CURVE N YDROM ATIC SP50 CD M In v v O 0 0 Based on a scaled interpretation of FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 180081 - 0003 C, dated 05- 19 -81, the within described real estate I- NOT located in a Special Flood Hazard Area as established by the Federal Emergency Management Agency for the National Flood Insurance Program. NOTE IT SHALL BE T - _BILITY OF THE BUILDER TO OBTAIN PERMIS_ _ E` -HE CITY AND EFFECTED LAND OWNERS FOR T 2 T_ %'C __ATION OF THE PERIMETER DRAIN OUTLET PIPE EEFORE A CONSTRUCTION BEGINS SEWAGE DISPOSAL SYSTEM SPECIFICATIONS 1. Required cbsorption field system: a. 3' wide trench (see cross section below) b. 8' minimum spacing center of tile to center of tile, and parallel to existing site contours. c. 667 linear feet absorption line minimum 2. 1 -1250 gallon septic tank minimum with access riser "DON'T DIG BLIND" Coll Monday through Friday -7 AM to 6 PM 1 -800 1 -800 382 -5544 428 -5200 Within Irvllano Outside Indiana Per Indiana State Law IS -69 -1991, it is against the I.cw to excavate without notifying the underground location service two (2) working days before commencing work. VARIABLE _ VARIABLE VARIABLE VARIABLE 3: 7 SLOPE 5`OpE = I-- III =1I 1 -1 I T I- I" GRADE AS SHOWN ON PLANS TYPICAL SWALE SECTION ---- - - - - -� I I I I I I I I I I I I I SITE Or PROPOSED (NO SCALE) LEGEND SCALE: 1 " =30' LAND DESCRIPTIONS T C.= TOP Parcel No, 1 INV.= INVERT A part of the Northwest Quarter of Section 20, Township 18 DRAINAGE North, Range 4 East of the Second Principle Meridian in EXISTING Hamilton County, Indiana more particularly described as PROPOSED Follows: INVERT ELEV.= Beginning at the northeast corner of the West Half of the Northwest Quarter of Section 20, Township 18 North, Range 4 POINT OF BEGINNING East of the Second Principle Meridian in Hamilton County, PARCEL NO. 1 Indiana; thence SOUTH 00 degrees 01 Minute 21 seconds WEST V 1 (assumed bearing) 209.02 feet along the east line of said West Half; thence NORTH 89 degrees 12 minutes 41 seconds WEST 209.02 feet, parallel with the north line of said Northwest Quarter; thence NORTH 00 degrees 01 minute 21 seconds EAST O 209.02 feet, parallel with the east line of the West Half of a w Z said Northwest Quarter Section to the north tine of said Northwest Quarter Section; thence SOUTH 89 degrees 12 minutes 4 41 seconds EAST 209.02 feet, along said north line to Place of Beginning, containing 1.003 acres more or less. Subject to the half right -of -way for 146th Street, Z Also, subject to all other legal easements and rights -of -way. Parcel No, 2 A part of the Northwest Quarter of Section 20, Township 18 Z North, Range 4 East of the Second Principle Meridian in Hamilton County, Indiana more particularly described as W0 follows POINT OF BEGINNING PARCEL NO. 2 Commencing at the northeast corner of the West Half of the Ija' Northwest Quarter of Section 20, Township 18 North, Range 4 w d oA East of the Second Principle Meridian in Hamilton County, i■ Indiana; thence SOUTH 00 degrees 01 minute 21 seconds WEST � (assumed bearing) 209.02 feet along the east line of said UJ � m West Half to the Point of Beginning of this description; thence continuing SOUTH 00 degrees 01 minute 21 seconds WEST 445.38 feet along said east line; thence NORTH 89 degrees 12 Z ode minutes 41 seconds WEST 665,60 feet, parallel with the north Line of said Northwest Quarter; thence NORTH 00 degrees 01 minute 21 seconds EAST 654.40 feet, parallel with the east Line of the West Half of said Northwest Quarter Section to the north line of said Northwest Quarter Section; thence SOUTH 89 degrees 12 minutes 41 seconds EAST 456.58 feet, along said north line to the northwest corner of the above described Parcel No 1; thence SOUTH 00 degrees 01 minute 21 seconds WEST 209.02 feet along the west line of said Parcel No, 1 to the southwest corner thereof; thence SOUTH 89 degrees 12 minutes 41 seconds EAST 209.02 feet, along the south line of said Parcel No, 1 to the Point of Beginning, containing 8996 acres more or less, Based on a scaled interpretation of FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 180081 - 0003 C, dated 05- 19 -81, the within described real estate I- NOT located in a Special Flood Hazard Area as established by the Federal Emergency Management Agency for the National Flood Insurance Program. NOTE IT SHALL BE T - _BILITY OF THE BUILDER TO OBTAIN PERMIS_ _ E` -HE CITY AND EFFECTED LAND OWNERS FOR T 2 T_ %'C __ATION OF THE PERIMETER DRAIN OUTLET PIPE EEFORE A CONSTRUCTION BEGINS SEWAGE DISPOSAL SYSTEM SPECIFICATIONS 1. Required cbsorption field system: a. 3' wide trench (see cross section below) b. 8' minimum spacing center of tile to center of tile, and parallel to existing site contours. c. 667 linear feet absorption line minimum 2. 1 -1250 gallon septic tank minimum with access riser "DON'T DIG BLIND" Coll Monday through Friday -7 AM to 6 PM 1 -800 1 -800 382 -5544 428 -5200 Within Irvllano Outside Indiana Per Indiana State Law IS -69 -1991, it is against the I.cw to excavate without notifying the underground location service two (2) working days before commencing work. VARIABLE _ VARIABLE VARIABLE VARIABLE 3: 7 SLOPE 5`OpE = I-- III =1I 1 -1 I T I- I" GRADE AS SHOWN ON PLANS TYPICAL SWALE SECTION ---- - - - - -� I I I I I I I I I I I I I SITE Or PROPOSED (NO SCALE) LEGEND SCALE: 1 " =30' r-� T C.= TOP NP CASTING INV.= INVERT ELEV, DRAINAGE FLOW= EXISTING ELEV,= 000,0 PROPOSED ELEV,= INVERT ELEV.= 000.0 3. Piping specifications �� I�� WELL[a2 �� a. 24' of 4" ASTM -D 3034 SDR -26 solid plastic line from house to septic tank �GD �j' �\ Ito' b. 4' of 4" ASTM -C 3034 SDR -21 solid plastic line from septic tank to dosing tank (b +Cb +Q) +Qj +00 \(b C. 34' of 4" ASTM -D 2241 SDR -21 solid PVC from dosing tank to distribution box o ------ - - - - -- 846.4 d. 4" ASTM -D 2241 SDP-21 solid PVC from distribution box to laterals e. 667' of 4" ASTM -D 2729 perforated laterals as absorption lines 851,3 F f. All Hamilton County and State of Indiana Standards to apply o n3 Off\ GENERAL NOTES o 1. Construction of septic system will be done when soils are dry. alp l0 _ �� �qp 2. System c:, designed and shown is done with the intention of the Q Q r� tx system ben installed at minimum depths. 851.3 ,O 2e , 8`�1 3 y g 846.7 3. No clay fill materials will be placed over absorption field. \ ` , _ - a Dot° \ x 851.3 j�6 \_ - -- 4. Finish gracing over absorption field will be done to obtain x 6�, D - - w positive surface drainage away from field. Any finish grading �' zb 846.1 done in area of absorption field will be done with light equipment. x 29,88, 851.3 5. No compaction from construction traffic to be allowed in absorption ,' �- 3.30 i POSED HQUSE h° area. It is suggested the area be isolated by fencing or other means. PRO 8g3\ ° w `' 6. All absorption field fingers to be placed at minimum depths to F F.E 950' 846,6 keep system in more permeable soils. 7. Existing elevations shown should be verified before construction o w661' W 851.3 begins. Design shown is based on elevations shown. 8. Septic system design was based upon Hamilton County Board of Health _ - 31 op, .w \ recommendations. D� / - -8-4-7 5- - 49.5 �OLi 2� 9. Following installation and prior to backfilling of septic system trenches �� ,' �� 851,3 _ _ �'�' Flo' �� Hamilton County Board of Health shall be notified for inspection. Q7 ,� +(b 849.0 +00 +� +Q� +� 10. Surfaces, connections, and accesses to all tanks are to be sealed / 1250 GALLON \ watertight to prevent groundwater and surface water leakage into system. SEPTIC TANK 11. All absorption lateral trench bottoms shall be level along their length. ,� 848'6 848,5 \ ` / 1000 GALLON ` � DOSING TANK � THE EFFLUENT PUMP IS TO BE WIRED ON A SEPARATE / DISTRIBUTION 848'3 8AA.9 \ CIRCUIT THAN THE THE AUDIOVISUAL ALARM / BOX - - - r ^� r 1� 6 Q� / ' V J HIGH WATER ALARM / n 10 ` LIGHT AND HORN / \ �/ \84�' �t \ D\ DISCONNECT PUMP SPECIFICATIONS I 161 ` - PUMP CAPACITY CAPACITY 40 GPM I 8�'' \� �\ � TOTAL HEAD 6.5 FEET t I \ CO\ -1 \� - 1- HydromatiC SP50 PUMP ; ' �\ �\ Co p \ �\ POWER CONDUIT I I cA C0\ �\ LOCKING HATCH OF SUITABLE SIZE i I o �\ \ ll POSITIONED ABOVE PUMP I I ° \ SL I M \ 850.2± O O O FROM SEPTIC TAN 848.5 O ALARM 848.2 0 ON 847.7 O 600 GALLONS OFF 845.1 O M v. '. 0 v I O LIFTING CHAIN O GUIDE RAILS NO CHECK VALVE 0 O TO FIELD 848.3 0IBREAK AWAY FLANGES 00 843.9 PEDESTAL O 0 0 0 0 O O DOSING TANK DETAIL INSIDE DIMEN.. 90 "(1ength)X50 "(width) gyp\ �\ cA 1 t --'�AA BORING CU 5 , 843.9 I N89 °12'41 "W (M) WEST (D) 665.6' q' Ott +11 ulliyEy // gTE N0. *' 8827, r STATE of: J4� ALLAN H. WEIHE -REG P. E. -IN 118827 'tih,iill H^'" w W Z E5 Z :W u') 0 rn ° L) o N r-� w a: 1=i x E xQ W x z� da V 1 � CL LJ 3 Z w O z L- ao a w Z Wa as 4 W Z (07 Z w W� W0 o d� Ija' W w d oA a A i■ Uz~ � UJ � m ° 00 z 00 l� 00 Z ode 0A.e) w W Z E5 Z :W u') 0 rn ° L) o N SKEET NO. I � OF c CL z N C N z� L� U1 w V 1 v CL LJ 3 Z w O z L- ao Q as 4 SKEET NO. I � OF