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Home My WebLink About16080071 Site Plan• � • • � � � � � � � � � ' � • - • - • • • - !1 � - - � , , � � , • . . LAKE IPORTER Boone NEWTON . . • � . . • • . • • / LAPORTE ST.JOSEPH MARSNALL STARKE PULASKI FULTON WHITE CASS BENTON CARROL TIPPECANOE WARREN FOUNTAIN � MONTGOMERY o PARKE � J J � � w > VIGO CLAY SULLIVAN GREENE CLINTON ELKHART LAGRANGE STEUBEN NOBLE DEKALB KOSCIUSKO WHITLEY ALLEN WABASH HUNTINGTON MIAMI WELLS ADAMS GRANT HOWARD BLACK- � �AY FORD TIPTON MADISON DE�AWARE RANDOLPH HAMILTON S I `V Hamilton Hamilton PUTNAM HENDRICKS MORGAN �OHNSON OWEN RUSH UNION FAYETTE Hamilton SHELBY DECATUR MONROE BROWN BARTHOLOMEW RIPLEY DEARBORN _ JENNWGS ( LAWRENCE KNOX MARTIN DAVIESS ORANGE PIKE DUBOIS GIBSON CRAWFORD POSEY WARRICK VANDER- BURGH SPENCER �:�'1 JACKSON WASHINGTON SCOTT I CLARK HARRISON FLOYD DESCRIPTION OF REAL ESTATE: TRACT ONE - EDGERTON PROPERTY PART OF THE NORTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA BEING DESCRIBED AS FOL�OWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 3 EAST; THENCE ON THE SOUTH �INE OF SAID NORTHWEST QUARTER NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 1326.33 FEET (ASSUMED BEARING) TO THE SOUTHEAST CORNER OF A TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT NUMBER 20060015249; THENCE ON THE EAST LINE OF THE WEST HA�F OF THE NORTHWEST QUARTER OF SAID SECTION 31 NORTH 00 DEGREES 04 MINUTES 44 SECONDS EAST 1115.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ON SAID EAST LINE OF NORTH 00 DEGREES 04 MINUTES 44 SECONDS EAST 208.00 FEET TO THE NORTHEAST CORNER OF A TRACT OF REAL ESTATE DESCRIBED IN DEED BOOK 337 PAGE 148; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 589.85 FEET TO THE NORTHWEST CORNER OF SAID TRACT OF REAL ESTATE; THENCE SOUTH 00 DEGREES 04 MINUTES 44 SECONDS WEST 208.00 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 589.85 FEET TO THE POINT OF BEGINNING, CONTAINING 2.82 ACRES MORE OR LESS. OH�� C JEFFERSON SWITZERLAND � ' ' � . •• � • i • S�EET I�DE� � Title Sheet Sanitary Plan S�nitary Details ♦��. � ♦ � .. � 12250 West Road Zionsville, IN 460%7 _' .'' 1• 11 11 1 i 1 � � • � � � � � � � � �. -. -�., , . � -� . • • NOTE #1 NO CONSTRUCTION TRAFFIC ALLOWED ON AREA OF THE MOUND OR PERIMETER DRAIN, THE AREA IS TO BE FENCED WITH ORANGE SNOW FENCE. NOTE #2 A�� OPENINGS AND SURFACES OF SEPTIC TANK TO BE SEALED TO PREVENT GROUNDWATER LEAKAGE INTO SYSTEM. NOTE #3 A�L SUBSURFACE DRAINS SHA�L HAVE A MINIMUM TRENCH WIDTH OF 12" AND SHA�� BE BACKFIL�ED TO A DEPTH OF 24" OVER THE TOP OF THE PIPE, WITH EITHER PEA-GRAVE� OR #7 AGGREGATE. (SEE SHEET C300 FOR PERIMETER DRAIN DETAIL) NOTE #4 SAND OR SAND MIXTURES ARE NOT PERMITTED FOR BACKFILL. NOTE #5 FINISH F�OOR ELEVATION IS TO BE 6 FEET ABOVE THE PROPOSED FINISHED GRADE. THIS DIMENSION MAY VARY IN ORDER TO BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS OF THE PROPOSED STRUCTURE. CO�SULTA�T ��tt �� ,,,t � � �� ( � �1, � ��f �,.�, � � ��l�b,; � _ ��s�� , ��t ..� � i. � -- .� -� �.� ' • � i //// . • � i /�•• . • �.•�' ' • i '• �.•�� • � • � . - . • ' -- ••- • i� � �•.• � � � • � •• • 11 • '� �' G & R Excavating, Inc. Austin Williams 1611 W. 236th Street Sheridan, I N 46069 Ph:(317) 758-4846 ��+»", ��,�r��s .A��S� �N �� -9�~. . \ 4,, ` �,�v�Q� a��,��sT£RFo y � =: _ N�. P � _ : 910326 : . . % �° �� STATE OF " � � ` • o�.t�`'=.. � `� �": � HDIANP�°°'��'�� Christian C. Badger, P.E. 10326 �'.,FS'9�``•s��s�rd�•= C� �• Dated: 04/25/2016 �'�d,�`��4NAl. `��a�� FLOOD HAZARD STATEMENT: No portion of the described tract of land lies within a Flood Nazard Zone as scaled on Community Number 18057, Panel Number 205 of 300. Map Number 18057CO205G of the Flood Insurance Rate Maps for Hamilton County, Indiana maps dated November 19, 2015. The accuracy of any flood hazard data shown on this project is subject to the map scale uncer�ainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Map. ,--,-.__ / / / 36.5' 0� 4" P F �--,, P I P E@ 1. 0 0 � g 0° � �' � �"�% .�� -,_-,,,,,,, _..� gp6 ��► v 4" e r f o� F�, _� 5 8 9. 8 5' pipe=902.53 ,� So,� FM � o BORICNG \ 136' OF 2" PVC DISTRIBUTION BOX �, # �,� o-gox � �� GR.EL. = 909.78 FT � .�i� ,�� (�1 V 4'� p erf . , t.n I� FM. EL. = 906.20 FT Y. #� �' �' pipe=902.1 3 .�� c� o� PIPE EL. = 906.12 FT � • • • / � 6� N N c �` rn o o c ,90 9 4' 0 F 4" P E R� �o �., " o°i�� o� �� c 5�---- PIPE @ 0.30� � � �5 94' 0� 4" PER� �3 > > > : � PIPE @ 0.53� �`� z z z: � �..___ -----,. � �� : �� I�I�I�TRATOR AT� �M ,3,, �- ��, � � �00�/ E�EVATED SYST M ❑ o 0 0 EXISTING HOME � � �..w �.24.0�� . � n � � - �I \ � �� W � � / ° � �. 2�8� Ac� � o �o � O o 3+43.60 - W " �00 o� � � - + � 0 � � � "' 0 17-09-31-00-00-028.107 ---_. � _ � � � M / o :-----'._ � � � � � �� o � .....�.24:� � _ � �. ... / _/ � - N 40.9 '------- /: �\ I�1V 4" perf o°`� (SEE DETAI�S) o� � o ``� 9 p i p e= 9 01. 8 3 �i' _ Bo�,�- � c�i �- � ��, -- 9� 7 �O� \ oo � o � c�� 1000 GA �ON HO �, 3 T �--�� 3 N f- o o-------o �� X � � o � D0SI�1G aN� FFE=9�0.55' �Ew 4 9 ;, � p � � � � � I � o� 0 1000 GA��ON WE�� , . � 9 .. � � � �`` � o � � FBE= 00.50' -�''-- � X ° o " .. � 36.5 0� 4 PER� �! S� SEP IC TANI� � Q_ �(� �� ---� 0 P I P E@ . 5 5� �V BORING 2 6' 0 F� 4" P VC >� R -�-----" -- � � #� � 0.94' l . / . " PIP @ 1.33% - � 9 � � I�1 V 4 e r f ��. ��, � O N �� m� j � � � _____-- o � pipe=901.63' � __ �� _ o �� o 0 --� � �� :� �� 2+00� � _ So�� ;� � BORING / \ #2 � : � � o o j ,, 9 � OO � / � w ` � 2 `�� ; Luke and Ashle��dgerton �.. � � o� \ � � 1 � % � 12280 st Road ,,� 9os �/ � 9 99 ,�� 139 0� 4 SO�ID PIPE @ �.30� � \ � �� le, I N 46077 W -�-- � 6' �� NDERGROUND 317) 691-6100 �"�f 903- ELEC IRT C SERVICE o `w SII�G�E PN\��E, 000� / � � 40 0 WA TTS ---�.. � / �.-- o00 - \ / � o00 � �- � � o �� oo � �/ -_� o0 � o -----" _,,,_,_.--- o 0 0 0 0 0 0 0 0 0 0---�'" °o �'\ �/' �- o00 000 �_ /,. o�° r� �� TO E X I S TI I�l G C' �- o-�'� f E�ECTRIC � � --_.. S90°00'00"E 18.82' oo°...----''Ngo�o��o�� , W „ TRA1�IS�ORMER / N90°00'00"W � \�� N90 0�00 W O/ � o°° 589.8�J� � 15 14'� � 5�, 15' DRAINAGE EASEMENT ,� /� / / POB EASEMENT � � ��- ,--- - o / � � 1 1 0 / � � / ^ 0 15 ELECTRI EASEMENT ' � . / / � oo � / / / � / �`� / W � - � �� h �,� � � _----- - �- --_..,_.- oo° � � o � r \ �____ � , o� � � / o / 1 � /_ 028� 006 0 � s � � � --� �° / � �' / / --- �, �� o �� 902 oa� . � /� o / 0 10 20 \ 2.0 Ac. /� ,o oo� � '� � �� . »_ , - 31- 0- 0 0- 0 2 8. � �� / ° / SCALE. 1 20 � � � O / / �� o � / /� ,--- � � / f ��1 , 4„ � o�° 90, / / / 12 0� -S_Oo ID PIPEoo 0 30 0_� / �_ / ______- 000 000 000 /� � 000 O O �� ( p0� / ------� � 99 9 � 0�51°42'35"W 15.0 ' Inv. 4 solid pipe; elev.=900.90 � �° � 1/4 ton riprap and place an an� �� guard at exit to pipe. Make�ure riprap "/ is below or out of channels normal \ / / flow. � � Know what's belOW. C1II before you dig. �EGEN D h x�h�2 EKISTING SPOT ELEV. ,,-�'� SUBSURFACE DRAIN (too.00 Ec.) EXISTING GRADE /oo° �FLOW LINE tot.5o PROPOSED ELEIiATION (FFE) FINISHED FLOOR ELEI/ATION �5O- EXISTING CONTOUR � UTILITY POLE � DRAINAGE FLOW SOII TEST �.Ec. MAiCH EXISTING GRADE EXISTING LARGE TREE O TEMPORARY BENCHMARK CAUTION: LOCATIONS OF AL� EXISTING 11NDERGROUND 11Ti�ITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INC�UDING, BUT NOT LIMITED T0, MANHOLES, IN�ETS, VALVES, AND MARKS MADE UPON TNE GROUND BY OTNERS) AND ARE SPECl1LATIVE IN NATURE. THERE MAY ALSO BE OTNER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT �OCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. OWNER Luke and Ashlee Edgerton 12280 West Road Zionsville, IN 46077 (317) 691-6100 • � ! � i � � � � Gravity Sewer PVC ASTM-D 2665 for 4-inch and 6-inch pipe only PVC ASTM-F 891 SDR 35 for 4-inch through 8-inch cellular core pipe with minnimum pipe stiffness of 50 (PS 50) PVC ASTM-D 3034 SDR 35 for 4-inch pipe through 15-inch pipe Pressure sewer, SDR 26, with compression fittings for special crossing conditions with potable water lines Force Main Any PVC or ABS pipe listed below for potable water or else PVC ASTM-D 1785 Schedule 40, 80, or 120 Compression fittings must be used in crossing situations with potable water lines Potable Water The water must have the NS� (National Sanitation Foundation) seal for potable water and be rated to withstand the applied pressure. Solevant-weld fittings are not acceptable. PO�YETHYLENE 160 p.s.i. SDR 7 in 3/4-inch, 1 inch, and 1 1/4-inch diameters only. PVC ASTM-D 2241 SDR 13.5, 17, 21, or 26 ABS ASTM-D 1527 Schedule 40, 80 ASTM-D 2282 SDR 13.5, 17, 21, or 26 1/3 HP - MAX. SOLIDS 1/2" SPHERE - 1550 RPM AMPS AT 1 sn 1 15 V. OR 230V. 40 w � 30 z 0 20 w _ Q 10 � 0 � � � � � � � � ,� � 0 10 20 30 40 50 60 U.S. GALLONS PER MINUTE 35.1 gpm = 0.0782 cfs (153.2 gallons per 4.36 minutes with a total head of 13.28') PUMP DISCI�ARGE CURVE HYDROMATIC SW33 N�T T� SCALE ,��»�e�r r � e t�,,,r j� .+'`lS�� PN �' �9g$�`. CONTRACTOR �`v�Q-�4�t�,G�sTERF� �G'�`'�6 No. Date Revision G& R Excavating, Inc. .. N�. .. 1. 4 15 16 Submittal to Hamilton Co. Austin Williams : " 910326 �: 2. 5 4 16 Well �ocation/Septic Tank 1000 gal 1611 W. 236th Street . %� m" STATE OF :: � W� Sheridan, IN 46069 . ��.. ,�� 3. 5 20 16 Hamiltion Co. Revisions r'� `�"��HDIAN P�a'`��:� 4. 5 30 16 Chan e to Future Gara e Ph:(317) 758-4846 Christian C. Badger, P.E. 910326 ,•,�S'�``"•��6.a��° G�* g g Dated: 04/25/16 �',,►„S�01VA� ��'� �`I18iil�A��O ENGINEERING 990 W. Oak Street Zionville, IN 460�� (765) 485-0000 Towu of Z Design ccb ELEVATION HEAD Pump Inv. = 899.56' Pipe Inv. = 906.20' �H = 4.64 ft. MINOR LOSSES HEAD Minor Losses 2" Pipe Using 50 gpm 50 gpm = 0.1114005 cfs K= 90° Bend (4) = 0.9(4) = 3.6 45° Bend (2) = 0.4(2) = 0.8 4.4 V= Q�A - 0.1114005 _ 5.11 ft/s �7(2/12}Z 4 � KV2 4.4(5.11 ft/s) 2 h� 2g 2(32.2) - 1J8 ft. FRICTION HEAD Pi�e Losses Modified Hazen-Williams Formula 10.5658 * L* Q1'85 L= 136 ft. F 9P h p4.87 * �1.85 D= 2" m hF = 6.86 ft. C= 150 FRICTION HEAD Total Head Req'd =0h+h�+hF = 4.64ft. + 1J8ft + 6.86ft. Total Head = 13.28 ft. � � ♦ ♦ • DEVELOPMENT PLAN REPLATED TRACT-13 Edgerton Septic System ,snille, Cla Towushi , Hamilton Count , Indiana 3y Drawn By Checked By Approved F bwp ccb llate April 25, 2016 Job No. 16-019 Scale 1 " = 20' Sheet No. C200 � 4" INLET INV=902,44 67.0'" �5.0' � i l.. REINF❑RCED � CONCRETE TC=905�50 FINISH GRADE MANN�LE w �� A�". �� ivi x � 4.0�� r c �� ` > s � _�__ �_ .�O„'.D. � a LIQUID �EVE� � CONCRETE IN�ET BAFF�E I'u�-1�1.1�1�� •i 20° I,D, HDPE RISERS & LID ARE WATERTIGHT� ADD TO HEIGHT IN 6" INCREMENTS C24" MAX, EARTH C�VER) i/�/C�NCRETE P�UG W/HAND�E Z 3/4" TNICK, MIN, 59 LB, � M�IV. � 4° DIA, HIGH __ PRESSURE SEAL � CIN�ET & ❑UT�ET) . 0 11 4" ❑UTLET INV=902,11 - -} ''�-6" DIA, E��UENT � FI�TER WITH r 52.0�� GAS DEFLECT�R ^ Cuse a Tuf-Tite Ef-6 `� or Approved Equal) r> I I�� .2 . ., �, . �, �� .� „ . ��r � � ,� . . � .�, . ., . . , ,,.r .., .<,��. �,%.. �.. o�� .;> ; .�. ,�� ..,_� „ �.::. .> <::: o�� .,1. .,:: a ., ,_.. 98.0" NOTES: 1) A�� SNIP-LAP J�INTS, GRADE RINGS, & INSPECTI❑N LIDS MUST BE SEALED WATERTIGNT WITH CS-z02 BUTY� SEA�ANT, 2) SUPP�IERS INC�UDE MCCREARY C�NCRETE 1000 GALLON SEPTIC TANKS DETAIL 3/4' = 1'-0' THE EFFLIJENT PUMP IS T� BE WIRED �N A SEPARATE CIRCUIT THAN THE AUDI�/VISUAL ALARM HIGH WATER ALARM LIGHT AND H�RN COPTI❑NAL INSTALLATIDN IN GARAGE) DISC�NNECT FRICTION L�SS 3,01 FEET ELEVATI�N HEAD 4,48 �EET T�TAL DYNAMIC HEAD 7,49 FEET ACCESS HATCH T� BE LARGE EN❑UGH F�R PUMP REM�VAL AND MAINTENANCE POWER CONDUI� �FINISH GRADE SECONDARY MANWAY ACCESS � � i tµ INV=902,07 �R�M � SEPTIC TANK 67.0'� � , ( � �2.0' �R i �" 12" - 24" TY P . -4.0�� 1, ., , GUIDE RAILS -� ALARM 901,18 FLOATS <TYP)�" �N 900.18 � 153,2 GALL❑NS 7,5 inches ❑FF 89956 � REQUIRED STORAGE Daily Flow = 3* 150 gallon per day = 450 gallons Minimum Dose 150 gallon per dose + drain back Drain Back = 145' of 2" pvc pipe 'V'= 3.16 gal Total volume required to store "Vt"= 153.16 gal 1000 c�al tank A=20.41 �al�in Total Required depth of Storage = 7.5 inches TC=905,z5 16" HT X 24" DIA, P�LY COMPOSITE RISER CAST IN T�P W/ STAZNLESS STEEL TAMPER PR�� SCREWS AND 24" DIAMETER FIBERGLASS GASKETED �ID, LIFTING CHAIN 32.0�� MiN ' 145' ❑F 2" PVC - SDR-Zl POWER ,`° CDRAIN BACK = 3,16 GAL) CABLE � � INV=902.43 -' T� AT� PIPE ' �NO " CNECK � VA�VE HYDR❑MATIC SW33 PUMP PUMP CAPACITY 55,5 G,P,M, BREAK `` AWAY �' ��ANGES 3" REIN��RCED�� +� �� C❑NCRETE � PEDESTAL C�NCRETE J.O f <; ,� .� °� "' ,_. T SUMP E�=898.06 `r � .� U ` `' � �, a �" ' <_ � . �`' u � . �" � �;7 � �. ;�. `� .a "`r,-� 4 ' :, . °. f-" "� � � " .;. .a <r o „ � ......f - � � - . ..:> . . :- ...a. ..:_. . . .> .. � ' 98.0" � NOTES: 1) ALL SNIP-LAP J❑INTS, GRADE RINGS, & INSPECTI�N LIDS MUST BE SEALED WATERTIGHT WITN CS-202 BUTY� SEA�ANT, �) SUPPLIERS INCLUDE MCCREARY CONCRETE 3) GALLONS PER INCH = z0�41 1000 GALLUN DOSI�G TANK DETA.IL N�T T❑ SCALE . . �- � . !' � ' • � � EXISTING GRADE � EXISTING GRADE GEOTEXTILE FABRIC REQUIRED OVER STONE BACK FILL 6" TOP SOIL COVER + + + + + + 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 00000000000000000000000 00000000000000000000000 00000000000000000000000 _ � °�°�°�°�°�°�°�°�°�°�°� - 42" MINIMUM o°o°o°o°o°o°o°o°o°o°o _ o00000000000000000000 - o°o°o°o°o°o°o°o°o°o°o 1" DIA. WASHED PEA GRAVEL - o 0 0°0°0°0°0°0°0°0° � °o°o°o°o°o°o°o°o°o° - 0000000000000000000 000000000 #7 AGGREGATE WASHED o00000000000000000 GRAVEL FOR INITIAL BACK FILL o°o°o°o°o°o°o°o° 00000000 000000000 000000 0000000 0 0 0 0 0 0 0 000000 000000 " PERF. PIPE 0 0 0 0 0 0 4" MIN. 4" PERFORATED DRAW TILE � MINIMUM = PIPE DIA. + 12'�... ...� NOTE: MINIMUM PIPE SLOPE 0.3% PERIMETER DRAIN DETAIL NOT TO SCALE 12" MIN. SOIL MATERIAL COVER SYSTEM SAND INSTAL�ATION MAY USE P�YWOOD TO � FORM RIGHT ANGLES , 1� \ \ . ��,� 24" MIN. 904.97 ENTRY ELEVATION=906.03'± / 12" MIN. 7ft - MINIMUM SEPARATION TO RESTRICTIVE �AYER PER CODE APPROXIMATE EDGE OF SOI� COVER INDOT SPEC. 23 SAND 12" MIN. TYP. 12" MIN �li . � , � TYP. .�. ATL SYSTEM BED SECTION SCALE = 3/8'= 1'-0' SYSTEM SAND INSTALLED MAY USE PLYWOOD TO FORM RIGHT ANGLES S 77'-0„ AT� SYSTEM CONDUITS �•�ill�ll►1 1 7'-2"± INSPECTION PORT � . � : • :• •1. STING GRADE °°e °°o � 4° PVC PIPE BED ELEVATION = 904.97 ft ," '� � (75' LONG EACH) L O O P T Y P. A T L B A S A L S A N D B E D A R E A 5 0 4 s f t 7- � PIPE E� _ SLOPE 906.03 ft 4�� PVC PIP 16'-6 i. 1�" MIN. i �OOP TYP. � � � , BED ELEV�TI4N = 904.88 ft '. � SL E � ' DOWNSLOPE. SAND EXTENSIQN � i P . . .. .. .. . ' . � .� ' .. . . . ..:. � � ' ' . � . . . . . . .. . . I . . ` , . �.� ' . . . . , ; : , . . . , . , . I. , . . _ . . ,. .. � � ' .. . . , ' . '. ... . . . . � . � . . . . . ' , � , � . , , , � . , � , . , ' ' , . . . 'I I - ,. I L.- �..- � �.- � - � - - - - - - - - � � � _._. � - - - = - - - - - - - - - - - = - - - - � � � ATL TOTA� BASA� AREA 1,206 sft INSPECTION PORT 9'-6" 12" MIN. I � OWNER Luke and Ashlee Edgerton 12280 West Road Zionsville, IN 46077 (317) 691-6100 CONTRACTOR G & R Excavating, Inc. Austin Wiliiams 1611 W. 236th Street Sheridan, IN 46069 Ph:(317) 758-4846 EDGE OF SOIL COVER ATL BED LAYOUT FOR ELEVATED SANDBED SYSTEM SCA�E = 3/16'= 1'-0' ,,,�a,Nr � � � r��a�� .w`'S��'N .�a Bqj'�. �' � !� sr . � `-, � V��O�vG\ ERF�a'C� �s : 910�26 : : . % �° �� STATE OF �� R . ; �0,�'a. � .,� �<v .` �°�<;., HpI AHP.:> \ ��' Christian C. Badger, P.E. 910326 �'so S°°°b�°��°`° V.* Dated: 04/25/16 �°,ds��IVAI �'��'� ,4ji/AA�atio��0�� ❑UTLET T❑ ABS�RPTI�N FIELD > INV=906,1Z' GR�UND=907,78'± DISTRIBUTI�N B�X �" STYR�F�AM INSULATI�N �N T�P DRI�� 1/4" VENT �N T❑P ❑F 90° BEND -1 2" �M �R�M TANK 2" NOTES 1) EXTEND SAND BED TO A�LOW FOR THE DISTRIBUTION BOX TO BE NEXT TO ATL SYSTEM CONDUITS. 2) OUTLETS MUST BE ALIGNED & LEVELED BE SURE TO ASBUILT ELEVATIONS. � FIELD VERIFY * � � i � � � � '� ►� � _ SEPTIC SYSTEM NOTES FOR THREE BEDROOM 1. CONTRACTOR SHALL INSTALL A MINIMUM OF 1,206 SF. OF BASAL AREA. USINIG THREE ROWS OF ATL CONDUIT THE MINIMUM SAND BEDDING ARE FOR THE CONDUIT SNALL BE 504 SF. WITH A MINIMUM INFILTRATOR ATL CONDUIT LENGTH OF 206 FEET. THE BED AREA SHALL BE 72 FEET BY 7 FEET. 2. TNE CONDUITS SHALL BE SPACED 2 FEET ON CENTERS AND INSTALLED PARRALLEL TO EXISTING SITE CONTOURS. 3. THE SAND BED WIL� BEGIN AT A DEPTH MINIMUM TO 6" BELOW EXISTING GRADE. 4. THE SITE OF THE PROPOSED ABSORPTION FIELD MUST BE PROTECTED FROM COMPACTING, GRADING AND FILLING PRIOR TO SYSTEM INSTA�LATION OR THE SITE MAY BE RENDERED USE�ESS. 5. 4" PERIMETER DRAINS ARE TO SURROUND THE ABSORPTION FIE�D ON AL� SIDES, SPACED AT �EAST 1 FEET FROM THE TOP SOIL COVER. 6. PERIMETER DRAINS ARE REQUIRED. DEPTN IS MINIMUM OF 36" OR 2" I N TO TI LL. 7. SEPTIC TANKS AND ABSORPTION FIELDS MAY BE CONSTRUCTED NO CLOSER TNAN 10 FEET TO A PROPERTY LINE, DWELLING, OR STRUCTURE. MAINTAIN A 50 FOOT SEPARATION FROM ANY PRIVATE WATER SUPPLY WELL. 8. ALL OPENINGS AND SURFACES OF TNE SEPTIC TANK SHALL BE SEALED TO PREVENT GROUNDWATER LEAKAGE INTO THE SYSTEM. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. NO TRAFFIC STALL BE PERMITTED ON THE PORPOSED SEPTIC ABSORPTION FIELD AREA. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR TNE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 12. ADDITIONAL SOIL COVER TO BE PLACED ABOVE EXISTING GRADE AFTER CONSTRUCTION TO PROVIDE A MINIMUM OF 12" OF S01� ABOVE THE FI�TER FABRIC FOR FREEZE PROTECTION. 13. CONSTRUCTION OF SEPTIC SYSTEM SHA�� BE CONDUCTED ON�Y WHEN SOILS ARE DRY. 14. ONLY TOPS01�, NOT CLAY MATERIAL, SHAL� BE PLACED OVER THE ABSORPTION FIELD. 15. FINISH GRADE TO OBTAIN POSITIVE SURFACE DRAINAGE AWAY FROM FIELD. 16. FOL�OWING INSTAL�ATION, BUT PRIOR TO BACKFILLING OF SEPTIC FIELD TRENCHES, HAMILTON COUNTY HEALTH DEPARTMENT SHAL� BE NOTIFIED FOR INSPECTION.