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HomeMy WebLinkAboutBuilding Plansco -4- to -to a ■ �i 5 10-,L 6-O :e-8 �Y 'o. � — —,- i 4 ay i 4 1 - • � AP VED BY SALT D 7 ARTMENT :y t - PERMIT j =o to -B io-S 4-8 1t-10 i`�_g �o_c, ,,.�---5-10 •A_� i - v / 1 - s -- lax El'Li ' AT ,- -X - • } 13' i-4 C7 (� - 4 I i o o ,. -- ------ O1 Qo� e� e 10-10 5-l0 ,t 0 C DO }1l•2' 4- 15-ta�lg r mill Q i . 309 i i isd 000£ s6u.l400 j apwuoz � SJ24001 ul .wgaj „Z/1 jo sMoi Z ,,000O aII4 abvulvjp pa4mjopad sqv „lV - 4_ !H. ,Oi IIvM a.�a��uoo-pa.ar�o �i�14# �10t D =nom _ ,jooa awM 11 /V� 21 9 2! pivoq wipinsul .winwvo: of-�d a1wumip pano pallvtsul lvlia4vw vinuwg �,tr Z aGPaI 47.Jq 10 wo44o4 4 Pail.jjvvq �.P ii.j sagn* daaM /m 6ui4soi:j AjuosvW ID391A J21DOS 111s WIDOJ )-o .9 & nloq Joyouv /M a4vld pa4vaJ4 gxZ 08'b/"i .�slor-I pa aaaulbs paMain T pon16 joollgns POOmAid. sapid do Z 'p a-tvid w4q j M -:)-o,,91 & pw tnva.�d gxZ uol.�oinsu! �.vg ssvi6jagl�. 61-21 .�ulvd s.�vov (Z 'p patuljd'papuvs'pa4slull 'padv�. ilvP „Z/1 dvimasno4 /M 6u144va4s gso n91/L .�aauan )joijq f 0W-1 & 45l0r-I p3.a33u16u3 paMajas 1p p9nl6 .joojjgns PoOmAld. sap1d do4' Z V 94vid w4q j M 'v'o ,,91 & Pn4s 4nvajd gxZ uoi4vinsul .4vq ssvl6jagll 6111 4ulvd spov (Z)'p pawwd'papuvs'p94511u11 'padv4 ilvmAjP „Z/1 dvimasnO4 /M 6u144mis qso „91/L jaauan N3uq 4ulvd uol vjn4 MS 10 sPov Q) uaa16 Mogv 944 111 pivoq azoul wP4 awijd Ojxj — r slauvd pa*uan 4l1109IPJV v13svi W14 awljd gxj WIJ4 100i wlj� awlid Zxv v T 4~l,�YgY,�Y4�O �4 4f r III vi numig g 11 g v- v1JRq JO eA usenb91A 11W 9 ;U�j1vjo_jRujqj .rdg1J /m 194 nook a gvlg s oj!zuoo vv v v v .patulvd'P pawid IIv�P .,Z/1 �asolniiav ul uMoiq 0-21 'v'o: ilk & s34n43 pu1M 6u1ja4n6 snonuguoo „A ja4auapad wipa punojv a6pa looi wnulwni sanva .w pial4s Ja4vM 1P 931(Iv404.9) sasJnoo "tubliapun 400i qi 0£ -uo pallvu saj6u!4s .t1v4dsv A 5Z '.v.o „91 @ ,plof 6u11iav gxZ pmoq-m44n6 9xZ ',7'° „9j & S'm4jvJ 8xZ 6uhh9p IooJ qso „91/L w P'nA DOSING TAMC DETAIL NTS OWNERS APPROVAL (HAFFEY) DIST. BOX 1114w .EV. = 91.8 OWNERS APPROVAL WTEY) SECURE GAS TIGHT - FIINISHED GRADE INSPECTION PLUG 11= 01srumm D�fSPECTION PLUG- MSE Y MINIMUM AWk RLP"GE Tar e- wfTaPlDL r 3' MIK MIK .1 OFA fTLE' Torsos eRaffu � � INSIDE VELPTH 4' ,�, 4' i `+(� 6' MIN. !_ eniuvL i °ex SPEa.sLIDUID DEPTH 'O' 2' 38' TO 78' SL INKTE]oo[eunpDEFLECTION SEE PLAt VOW TKSS CON( 4• FOR WVMT ELEVATIM PEMTER DRAIN DETAIL =- BOTTOM THICKNESS NTS SEPTIC TANG DETAIL tfrs FINAL EARTH FILL ORIGVK GRADE EARTH FILL BARRIER' SEEM ri • Barrier materiel wau be straw Performance Data 3.` ITotal Naad 00*0 4 6 8 10 12 14 16 18 20 22 24 /4 NP 44 41 36 33 29 26 23 18 1 O: GPM 1/3 HP 1 47 45 43 40 37 34 30 26 22 16 10 AURORA/HYDROMATIC Pumps, Inc. 1840 Baney Road, Ashland, Ohro 44805 ;419 2893442 EARTH FILL 1211 1O�E N (FILL FEpUIREO) 17" MAX. BARRIERe _ - CLEAN GRAVEL 4' MIN#!N� M TO 2- GRAVEL s' SYSTEM SUMMARY: ,TION T oETaIL 3'-Vy -3+ BEDROOM aI (d>� ,41 W LF OF 3' WIDE TRENCH 1250 GAL. SEPTIC TANK N 88033'55"W 481.00 5002 ACRES CLAY TOWNSHIP HAMILTON COUNTY9 INDIANA SECo 309 T16N, R WASHINGTON PROPOSED O� ® = HUB & TACK SET MAN�1NNf ' MIIRVM W = PROPOSED ELEVATION U. E. = UTILITY EASEMENT 2X94, & EXISTING ELEVATION HAMILTON COUNTY, INDIANA, BEING BOUNDED AS FOLLOWS:AT i SFT. =SQUARE FEET -•----- =FLOW ARROW LCONTRACTOR SHALL 1341STALL A MINIMUM OF 2800 SQUARE FEET OF TRENCH BOTTOM AREA OR 30, TOWNSHIP 18 NORTH, RANGE 3 EAST, SAID STONE BEING SOUTH 00 © = GAS METER _ - = EXISTING CONTOUR OE 1 F.F. 2. TRENCHES SHALL IIF SPACED 10 FEET ON CENTERS AND INSTALLED PARALLEL TO EXISTING SOUTH 89 DEGREES 36 MINUTES 40 SECONDS EAST FROM A P.K. NAIL SITE CONTOURS. 912.0 = FINISH FLOOR ELEVATION a 1 = WATER SERVICE LINE 0 = EXISTING FIRE HYDRANT -S- 01 = EXISTING TREE e2 =SOIL BORING THENCE NORTH 83 DEGREES 14 MINUTES 00 SECONDS WEST 212.00 FEET 5. SEPTIC TANKS AND ABSORPTION FIELDS MAY BE CONSTRUI TED NO CLOSER THAN 10 FEET TO A ® = UTILITY POLE z 0 = SANITARY SEWER MANHOLE © = UTILITY PEDESTAL PART OF THE PROPERTY SHOWN DOES LIE WITHIN THAT SPECIAL FLOOD HAZARD ZONE "A" AS SHOWN BY COMMUNITY PANEL 180061 0001 C [] = TELEPHONE PEDESTAL OF THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA = GUY ANCHOR & WIRE THE SOUTH LINE OF A 3.84 ACRES TRACT OF LAND DESCRIBED IN DEED ELECTRIC. TRANSFORMER 7, ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERF 0RN90 IN COMPLIANCE WITH = FIRE HYDRANT TREE LINE TRACT OF LAND DESCRIED IN DEED RECORD 234, PAGE 62, 839.00 FEET 0 30' 60' 1 # 8. NO TRAFFIC SHALL BE PERMITTED ON THE PRDV-*-U SEPT d, ABSORPTION FIELD AREA. MINUTES 24 SECONDS FAST 211.12 FEET PARALLEL WITH THE EAST LINE OF 9. IT SHALL BE THE RE IBILITY OF THE CONTRACTOR "`l FIE0 VERIFY ALL EXISTING, SAID WEST HALF TO A /eINCH IRON ROD WITH YELLOW CAP. THENCE UTILITIES AND C001TIO16 PERTAINING TO HIS PHASE OF *URK. ;HE CONTRACTOR SHALL NOTIFY IN NORTH 90 DGREES 00 MINUTES 00 SECONDS EAST 838.27 FEET TO A MAG WRITING THE OWNER OR THE ENGINEER OF ANY rHlANGES.OMISSI(�S,OR ERRORS FOUND ON THESE NAIL ON THE EAST LINE OF SAID REST HALF, THENCE SOUTH 00 DEGREES + 00 MINUTES 24 SECONDS WEST 360.62 FEET TO THE POINT OF BEGINNING, I 18. AOOITIINAI SOIL COVER TO BE PL ACED AwY1 E 0" t ANG (;RADE AF AR ,- DNSTRUC T ION TO , ITotal Naad 00*0 4 6 8 10 12 14 16 18 20 22 24 /4 NP 44 41 36 33 29 26 23 18 1 O: GPM 1/3 HP 1 47 45 43 40 37 34 30 26 22 16 10 AURORA/HYDROMATIC Pumps, Inc. 1840 Baney Road, Ashland, Ohro 44805 ;419 2893442 EARTH FILL 1211 1O�E N (FILL FEpUIREO) 17" MAX. BARRIERe _ - CLEAN GRAVEL 4' MIN#!N� M TO 2- GRAVEL s' SYSTEM SUMMARY: ,TION T oETaIL 3'-Vy -3+ BEDROOM aI (d>� ,41 W LF OF 3' WIDE TRENCH 1250 GAL. SEPTIC TANK N 88033'55"W 481.00 5002 ACRES CLAY TOWNSHIP HAMILTON COUNTY9 INDIANA SECo 309 T16N, R GARY P NANCY l w U T i "" ., BiNMIn ISDN ROD FOUND WASHINGTON PROPOSED O� ® = HUB & TACK SET MAN�1NNf ' MIIRVM W = GARY P NANCY l w U T i "" ., BiNMIn ISDN ROD FOUND N90000'00"E 8;6.2?' .- um -100.00 HIGH POINT � ' 61* DEEP 1kk♦ 1k♦ -, ♦ 7rA,� .fir ".,,.,.,. `� t4, Qs ♦ ♦ ♦ ♦ �� �� 101.4 2100. gen. •.. � � 1=100. a ' �. ♦'i� ♦ ♦ ' �' • FF. El 00. �[ �� s• ♦�L ♦' ♦1' ♦�OkS 1260 &A1.. CLAY TWP ` _ NORTHWEST QUARTER �'� SOLID FINGERS DIST, 101.4 TWP 18K-RNG 3E. '� KUS'! 132 A MIN. w J. OF 4' 100. f NP. ASTM D 30910- -.l- 4 OIr b' PROP DL41'. - , uNNE r , .M R � _.. •� 803 � A4'PAR? -;. _ OOGleL. �� •` ; ANrkR t Ve{wR,f 'tA . ti a « ♦ Or p JK" , C. tRaRt AMn .� n� `+ 4lTAEl.J•w?. .,: J LF.(*4. \Il An Z ASTM aV ` a , �.. ♦ ST11 D 4 20 U f.11r MANTiN �.�` ji•` `& • �.1. 1Y 0'FI JAI i•AMR:TT 2 Q �.` �♦ �1� ♦ ` Aw 111.4 a m n kN h _ ♦�'� ``� iE97.1 ' e �S 1 c NN 'NANCY f�4f.K1UD iR�l:�. ZZ TUNER ` ♦� ♦}, ��j. '` PROPOSED O 91N�=>RG '.M i h .Ni j «:i ♦ C477SS�� i"i; ♦ . �, . r0.t\..'� WELL ANYP MlOF TH , rai O�M 11\cotwtMA .M s.�o N w,t a -R a `�. V♦; .� SEPTIC FIELD. Vf \ F 'n 7° »t �R VNh u, f kt 0i5f ; Y rrN ♦ �...� � •'. 101.4 It W N �_ �tl o t • j � T- ,••'� E95.7 1 _ N , f,t w , '� *" `� •' l8x0Y DEB1�\ 5 E- � � .: I � 5H tl t o�,F � E „/•'�� dLBY �90.�*4\ I T.NFN � r . M E z f 'Alf- ro �H ANIIUL GUARD REQUIRED - ---'` MUN v,,. Swf�H�RN m � •' � a" DerLIGHT TILE INTO GREEK ePPROZDIATE INV. ' 5.02 Ac. 218746 SFT LEGEND PROPOSED / W ® = HUB & TACK SET B.S.L. = BUILDING SETBACK LINE 93.0 = PROPOSED ELEVATION U. E. = UTILITY EASEMENT 2X94, & EXISTING ELEVATION HAMILTON COUNTY, INDIANA, BEING BOUNDED AS FOLLOWS:AT i SFT. =SQUARE FEET -•----- =FLOW ARROW LCONTRACTOR SHALL 1341STALL A MINIMUM OF 2800 SQUARE FEET OF TRENCH BOTTOM AREA OR 30, TOWNSHIP 18 NORTH, RANGE 3 EAST, SAID STONE BEING SOUTH 00 © = GAS METER _ - = EXISTING CONTOUR OE =ELECTRIC METER F.F. 2. TRENCHES SHALL IIF SPACED 10 FEET ON CENTERS AND INSTALLED PARALLEL TO EXISTING SOUTH 89 DEGREES 36 MINUTES 40 SECONDS EAST FROM A P.K. NAIL SITE CONTOURS. 912.0 = FINISH FLOOR ELEVATION .w. = WATER SERVICE LINE 0 = EXISTING FIRE HYDRANT -S- = SANITARY SEWER LATERAL 01 = EXISTING TREE e2 =SOIL BORING THENCE NORTH 83 DEGREES 14 MINUTES 00 SECONDS WEST 212.00 FEET 5. SEPTIC TANKS AND ABSORPTION FIELDS MAY BE CONSTRUI TED NO CLOSER THAN 10 FEET TO A ® = UTILITY POLE PROPERTY LINE, DWELLING* OR STRUCTURE. MAINTAIN A 50 {OOT SEPARATION FROM ANY PRIVATE 0 = SANITARY SEWER MANHOLE © = UTILITY PEDESTAL PART OF THE PROPERTY SHOWN DOES LIE WITHIN THAT SPECIAL FLOOD HAZARD ZONE "A" AS SHOWN BY COMMUNITY PANEL 180061 0001 C [] = TELEPHONE PEDESTAL OF THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA = GUY ANCHOR & WIRE THE SOUTH LINE OF A 3.84 ACRES TRACT OF LAND DESCRIBED IN DEED ELECTRIC. TRANSFORMER 7, ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERF 0RN90 IN COMPLIANCE WITH = FIRE HYDRANT TREE LINE TRACT OF LAND DESCRIED IN DEED RECORD 234, PAGE 62, 839.00 FEET 0 30' 60' 1 # 8. NO TRAFFIC SHALL BE PERMITTED ON THE PRDV-*-U SEPT d, ABSORPTION FIELD AREA. N90000'00"E 8;6.2?' .- um -100.00 HIGH POINT � ' 61* DEEP 1kk♦ 1k♦ -, ♦ 7rA,� .fir ".,,.,.,. `� t4, Qs ♦ ♦ ♦ ♦ �� �� 101.4 2100. gen. •.. � � 1=100. a ' �. ♦'i� ♦ ♦ ' �' • FF. El 00. �[ �� s• ♦�L ♦' ♦1' ♦�OkS 1260 &A1.. CLAY TWP ` _ NORTHWEST QUARTER �'� SOLID FINGERS DIST, 101.4 TWP 18K-RNG 3E. '� KUS'! 132 A MIN. w J. OF 4' 100. f NP. ASTM D 30910- -.l- 4 OIr b' PROP DL41'. - , uNNE r , .M R � _.. •� 803 � A4'PAR? -;. _ OOGleL. �� •` ; ANrkR t Ve{wR,f 'tA . ti a « ♦ Or p JK" , C. tRaRt AMn .� n� `+ 4lTAEl.J•w?. .,: J LF.(*4. \Il An Z ASTM aV ` a , �.. ♦ ST11 D 4 20 U f.11r MANTiN �.�` ji•` `& • �.1. 1Y 0'FI JAI i•AMR:TT 2 Q �.` �♦ �1� ♦ ` Aw 111.4 a m n kN h _ ♦�'� ``� iE97.1 ' e �S 1 c NN 'NANCY f�4f.K1UD iR�l:�. ZZ TUNER ` ♦� ♦}, ��j. '` PROPOSED O 91N�=>RG '.M i h .Ni j «:i ♦ C477SS�� i"i; ♦ . �, . r0.t\..'� WELL ANYP MlOF TH , rai O�M 11\cotwtMA .M s.�o N w,t a -R a `�. V♦; .� SEPTIC FIELD. Vf \ F 'n 7° »t �R VNh u, f kt 0i5f ; Y rrN ♦ �...� � •'. 101.4 It W N �_ �tl o t • j � T- ,••'� E95.7 1 _ N , f,t w , '� *" `� •' l8x0Y DEB1�\ 5 E- � � .: I � 5H tl t o�,F � E „/•'�� dLBY �90.�*4\ I T.NFN � r . M E z f 'Alf- ro �H ANIIUL GUARD REQUIRED - ---'` MUN v,,. Swf�H�RN m � •' � a" DerLIGHT TILE INTO GREEK ePPROZDIATE INV. ' 5.02 Ac. 218746 SFT C3 LAND DESCRIPTION: PROPOSED / W DRIVE 6072SFT A PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 30, W J W 124.89' TOWNSHIP 18 NORTH, RANGE 3 EAST LOCATED IN CLAY TOWNSHIP, C3 'FOP OF FOOTER ELEV.- 91.65 4' SEPTIC PIPE AT WALL - 93.00 TOP OF WALL ELEV.= 101.65 4' SEPTIC PIPE 0 BLOCK = 101.56 FINISH FLOOR OF DWELLING = 102.8 INFORMATION BASED ON A 10'BASEMENT DISTRIBUTION BOX INV. IN = 96.62 INV.OUT = 96.52 DOSING TANK INV, IN = 91.97 INV. OUT =91.80 SEPTIC TANK INV, IN = 92.87 INV. OUT = 92.62 PROYME A KNINUt4 OF 12`F4 1;01[ ABOVE TR FILTER FABRIC (OR FREEZE PROTECTION. IL CONSTRUCTION OF SEPTIC fL;YCTFM SHA,H} sJN T4'Tr: N .r E SOILS ARE ORY. "DON'T DIG BLIND' 12. OW Y TOPSOIL. NOT CLAY MATH Rik lHk 1. 4 v` « `HE *,�f'TION FIELD. CertIPlUb � ti*erM► 13. FINISH GiIAiOE TO O6TA>NPt,),!' w Tt1 Ate i'h4':MA(�t AWAY' n h iC ! (` 1. Jag & ts36eon, do M+1lMj Csrttfg tlib ebsorptxx, field sF+or, was dongned based on the swl deowwtwn prmdod,by Thomas "elieff`o /^��/^� TITLES A AT 14, TORY r1* -COLS IRE T 1 1N St I I IN xt THE !W 11* a ANY PAIR " ETF ) �. ��- and oonf orr m Ind�aro stele fiord of Health rile 418 !AC 6-� /�� l.� w FPTTC SYSTEN4 _ _ Rendent+elSw«3. Dkapo.el .t+`y,. C,�j,�,, __ -- SEPTIC DESIGN i ,S Y" ,� . --- - - 1-8 00 -3 8 2 -55 4 4� due 16th d"of November ,288E = CONSULTING L. L. C. I5. �f1L.O}MING iN51Al �A1I(;wt, � �'t''?F 9t�f,"KFIi_` 10 �, .r:>�'trM �1. �'!IL 1ON _ F. A COUNTt HF- �4 OEP(R14h . 4 >,t T O (;ALL BEFORE YOU DIG 5!• z arc slams SI BY DRAWN BY CHECKED APPROVED J��..� :�,•.,Raa,- PREPARED FOR: ,P am a* Sfli'ET WE xv IRMSYMlE, M ' ' .r, E+�,�"° Fp 1 S. J.S. J. G. J. G. RIFFEY BUILDERS Reg3str.d l'Tofesa�ona! Engu,esr No 919885 lr,dtene iy� A 1111% . SCALE 1„ 30 1 JOB No. hoffev F LAND DESCRIPTION: ! A PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST LOCATED IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING BOUNDED AS FOLLOWS:AT i SEPTIC SYSTEM NOTES: THE SOUTHEAST A ING CORNER OFGTHE WESTONE HALFOUND OF THETNORTH ESTKQUARTER OF SECTION 83�I400"W 242, f 00 1 LCONTRACTOR SHALL 1341STALL A MINIMUM OF 2800 SQUARE FEET OF TRENCH BOTTOM AREA OR 30, TOWNSHIP 18 NORTH, RANGE 3 EAST, SAID STONE BEING SOUTH 00 I IN LDEAL FEET OF 3 -FOOT WIDE TRENCHES. DEGREES 00 MINUTES 24 SECONDS WEST FROM A FOUND STONE WITH "X" MARKING THE NORTHEAST CORNER OF SAID WEST HALF AND ALSO BEING 2. TRENCHES SHALL IIF SPACED 10 FEET ON CENTERS AND INSTALLED PARALLEL TO EXISTING SOUTH 89 DEGREES 36 MINUTES 40 SECONDS EAST FROM A P.K. NAIL SITE CONTOURS. MARKING THE SOUTHWEST CORNER OF SAID WEST HALF; THENCE NORTH 3. THE TRENCH BOTTOM DEPTH SHALL BE BETWEEN 10 AND 17 INCHES BELOW EXISTING GRADE, 00 DEGREES 00 MINUTES 24 SECONDS EAST (ASSUMED BEARING) 686.60 FEET ON AND ALONG THE EAST LINE OF SAID WEST HALF TO A P.K, NAIL 4. THE SITE OF THE PROPOSED ABSORPTION FIELD MUST BE PROTECTED NO COMPACTING, GRADING, WITH SHINER MARKING THE POINT OF BEGINNING OF THIS DESCRIPTION; OR FILLING PRIOR TO SYSTEM INSTALLATION OR THE SITE MAY BE RENDERED USELESS. THENCE NORTH 83 DEGREES 14 MINUTES 00 SECONDS WEST 212.00 FEET 5. SEPTIC TANKS AND ABSORPTION FIELDS MAY BE CONSTRUI TED NO CLOSER THAN 10 FEET TO A TO A%INCH IRON ROD WITH YELLOW CAP. THENCE NORTH 52 DEGREES PROPERTY LINE, DWELLING* OR STRUCTURE. MAINTAIN A 50 {OOT SEPARATION FROM ANY PRIVATE 33 MINUTES 20 SECONDS WEST 185.00 FEET TO A$INCH IRON ROD WITH YELLOW CAP} THRCE NORTH 88 DEGREES 33 MINUTES 55 SECONDS WEST FLOOD HAZARD STATEMENT; WATER SUPPLY WELL. 481.00 FEET TO A %8INCH IRON ROD WITH YELLOW CAP, SAID IRON ROD PART OF THE PROPERTY SHOWN DOES LIE WITHIN THAT SPECIAL FLOOD HAZARD ZONE "A" AS SHOWN BY COMMUNITY PANEL 180061 0001 C 6. ALL OPENINGS AND SURFACES OF THE SEPTIC TANK SFWA BE SEALED TO PREVENT GROUNDWATER LEAKAGE INTO THE SYSTEM. BEING NORTH 87 DEGREES 36 MINUTES 08 SECONDS WEST PARALLEL WITH OF THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA THE SOUTH LINE OF A 3.84 ACRES TRACT OF LAND DESCRIBED IN DEED (MAPS DATED MAY 19, 1931 1. 7, ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERF 0RN90 IN COMPLIANCE WITH RECORD 198, PAGE 3 WHICH IS ALSO PARALLEL WITH THE SOUTH LINE OF A APPLICABLE O.SAA„ STANDARDS FOR WORKER SAFETY TRACT OF LAND DESCRIED IN DEED RECORD 234, PAGE 62, 839.00 FEET FROM THE EAST LINE OF SAID WEST HALF. THENCE NORTH 00 DEGREES 00 8. NO TRAFFIC SHALL BE PERMITTED ON THE PRDV-*-U SEPT d, ABSORPTION FIELD AREA. MINUTES 24 SECONDS FAST 211.12 FEET PARALLEL WITH THE EAST LINE OF 9. IT SHALL BE THE RE IBILITY OF THE CONTRACTOR "`l FIE0 VERIFY ALL EXISTING, SAID WEST HALF TO A /eINCH IRON ROD WITH YELLOW CAP. THENCE UTILITIES AND C001TIO16 PERTAINING TO HIS PHASE OF *URK. ;HE CONTRACTOR SHALL NOTIFY IN NORTH 90 DGREES 00 MINUTES 00 SECONDS EAST 838.27 FEET TO A MAG WRITING THE OWNER OR THE ENGINEER OF ANY rHlANGES.OMISSI(�S,OR ERRORS FOUND ON THESE NAIL ON THE EAST LINE OF SAID REST HALF, THENCE SOUTH 00 DEGREES IN FELD BEFORE WW IS STAHTFD OR RESUMI.D. 00 MINUTES 24 SECONDS WEST 360.62 FEET TO THE POINT OF BEGINNING, CONTAINING 5.022 ACRES MORE OR LESS. 18. AOOITIINAI SOIL COVER TO BE PL ACED AwY1 E 0" t ANG (;RADE AF AR ,- DNSTRUC T ION TO 'FOP OF FOOTER ELEV.- 91.65 4' SEPTIC PIPE AT WALL - 93.00 TOP OF WALL ELEV.= 101.65 4' SEPTIC PIPE 0 BLOCK = 101.56 FINISH FLOOR OF DWELLING = 102.8 INFORMATION BASED ON A 10'BASEMENT DISTRIBUTION BOX INV. IN = 96.62 INV.OUT = 96.52 DOSING TANK INV, IN = 91.97 INV. OUT =91.80 SEPTIC TANK INV, IN = 92.87 INV. OUT = 92.62 PROYME A KNINUt4 OF 12`F4 1;01[ ABOVE TR FILTER FABRIC (OR FREEZE PROTECTION. IL CONSTRUCTION OF SEPTIC fL;YCTFM SHA,H} sJN T4'Tr: N .r E SOILS ARE ORY. "DON'T DIG BLIND' 12. OW Y TOPSOIL. NOT CLAY MATH Rik lHk 1. 4 v` « `HE *,�f'TION FIELD. CertIPlUb � ti*erM► 13. FINISH GiIAiOE TO O6TA>NPt,),!' w Tt1 Ate i'h4':MA(�t AWAY' n h iC ! (` 1. Jag & ts36eon, do M+1lMj Csrttfg tlib ebsorptxx, field sF+or, was dongned based on the swl deowwtwn prmdod,by Thomas "elieff`o /^��/^� TITLES A AT 14, TORY r1* -COLS IRE T 1 1N St I I IN xt THE !W 11* a ANY PAIR " ETF ) �. ��- and oonf orr m Ind�aro stele fiord of Health rile 418 !AC 6-� /�� l.� w FPTTC SYSTEN4 _ _ Rendent+elSw«3. Dkapo.el .t+`y,. C,�j,�,, __ -- SEPTIC DESIGN i ,S Y" ,� . --- - - 1-8 00 -3 8 2 -55 4 4� due 16th d"of November ,288E = CONSULTING L. L. C. I5. �f1L.O}MING iN51Al �A1I(;wt, � �'t''?F 9t�f,"KFIi_` 10 �, .r:>�'trM �1. �'!IL 1ON _ F. A COUNTt HF- �4 OEP(R14h . 4 >,t T O (;ALL BEFORE YOU DIG 5!• z arc slams SI BY DRAWN BY CHECKED APPROVED J��..� :�,•.,Raa,- PREPARED FOR: ,P am a* Sfli'ET WE xv IRMSYMlE, M ' ' .r, E+�,�"° Fp 1 S. J.S. J. G. J. G. RIFFEY BUILDERS Reg3str.d l'Tofesa�ona! Engu,esr No 919885 lr,dtene iy� A 1111% . SCALE 1„ 30 1 JOB No. hoffev F i r i i son I IL Wo 1-0 ,1111ua tllu, 13 LI A b A 4 • -75 J i i i i i I fMEA A i i i i A t - - r - - fMEA A i i i i A