Loading...
HomeMy WebLinkAbout040-1251-00-000 OL ST. CROIX COUNTY ZONING DEPART TF AS BUILT SANITARY REPORT Owner r.�C�v C, Address S ®S E City /Stat I�S.�. C . .r�w�o+l. � 1 Legal Description: F Lot "`jD Block N A Subdivision/CSM # Sec. Lc�_, TAN -R4W, Town of T4\0 PI -O SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION: Tank manufacturer Size ST/PC 10 V'/ Setback from: House 49 Well P/1, Pump manufacturer ,1 Model h 1 L Alarm location - n (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM: w Type of system: Width Length l OU Number of Trenches Setback from: House tco5 Well N A P ) 5r Yent to fresh air intake 110 ELEVATIONS Description of benchmark Elevation (JD Description of alternate benchmark Elevation Building Sewer ST/HT Inlet q . `7 ST Outlet PC Inlet PC Bottom 8 9 . aR Header/Manifold — 2k • Top of ST/PC Manhole Cover C t Distribution Lines Bottom of System Final Grade ( ) ( ) ( ) Date of installation 6 ? ?Per u ber 30 State plan number o C) C q Plumber's signature License number -1 () 7 Date 424 Inspector YW Complete plot plan -; Wisconsin Department of Commerce €rafetyand Buildings Division PRIVATE SEWAGE SYSTEM County: ST. CROIX INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitaryee�rr�itJNn2 Personal information you provice may be used for secondary purposes [Privacy Law s.15.04 (1)(m)]. PUm,it,l�pl& n IONS '1'KClY ❑ TRUCTION, INC ❑ Village Town of: State Plan ID No.: CST Insp. BM Elev.: BM Description: Parcel T < 9154?6- 1251 -00 -000 TANK INFORMATION ELEVATION DATA A9800011 - T I n. TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 1, c r : ' .:y r? r ( / G_% q J, Benchmark OS X947/ Dosin r 9 � :> yr � = � r�!=i . ---,` " rb Aera ' Bldg. Sewer - Holding St/ Inlet /U.32 TA ETBACK INFORMATION St/ Outlet TANK TO P/ L WELL BLDG. Ventto ROAD -Dt Inlet Air Intake Septic 2, b 'f NA Dt Bottom Dosing i 5�j ` �' NA /Man. Aeratio _ NA Dist. Pipe Holding Bot. System Z � , a5 PUMP/ SiWQ14 INFORMATION Final Grade Manufacturer �Cl�s Demand Model Number �C Od //� GPM iO4(' TDH Lift Friction System ,,9�) TDH Ft L oss Heacl,,2i Forcemain Length , �0 Dia. " Dist. To Well SOIL ABSORPTION SYSTEM BED / Width Length r r No. Of Trenches PIT o. Of Pits Inside Dia. Liquid Depth DIME I N 5 DIMENSION SYSTEM TO P/ L BLDG WELL LAK LEACHING a SETBACK CHAMB INFORMATION Type O no, 73 7 �/_ s , �� ^ Moe Number: System: rn r� Sd rn < ✓E O IT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake r ' Length Dia. Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: ROY 19.28.19,SW,NW 336 ST. ANNE'S PARKWAY — TROY VLG LOT 70 GCy?` it C � % .1� C — D a'( �3� J S t.Tf 1 .f ��. �, / (j ( J1 O_r_' Plan revision required? ❑ Yes ❑ No Use other side for additional information. SBD -6710 (R.3/97) Date Inspector's Signature Cert No. SANITARY PERMIT APPLICATION S afety and Buildings Division ~ 201 E. Washington Ave. Vi In accord with ILHR P.O. Box 7969 • Department of Commerce 83 05, W IS. Adm. Code Madison, WI 53707 -7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 112 x 11 inches in size. C rn c • See reverse side for instructions for completing this application state S anitary P NNu ber The information you provide may be used by other government agency programs ❑ ChecTc if�visidliYo pr "evious application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATION i Prop Owner Name Property Location t t ,.., 'W 1/4 ljW 1/4, S 1 T , N, R Elft) W Property Owner's Mailing Address Lot Number Block Number ( 0!5 P ke"SLI A- - 70 1 C /A7 ity, State Zip Code Phone Number Subdivision amme or CSM NumbeE 0 1 ( `T a' C`© II. TYPE B ILDING: (check one) ❑ State Owned ❑ !t _ rest Road Public 1 or 2 Family Dwelling - No. of bedrooms 0 Tow of f Vt K' a✓ I BUILDING SE: (If building type is public, check all that apply) arcel Tax Num 1❑ Apartment/ Condo O r o /as/ — do 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church / School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel / Motel 9 ❑ Office/ Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. [A New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an ---- _- System -- _ - __ -- System Tank g y 9y Existing System Existing System ---------------- - - - - -- ------------- - - - - -- ------------------------ B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ('Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade � i ✓� Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (M /inch) Elevation JJ 7-3 -3 e �- � Feet 871, VII. TANK Capacity INFORMATION in gallons Total # of Prefab. Site Fiber- Ex er. Concrete Gallons Tanks Manufacturers Name Con Steel Plastic p New Existin strutted glass App. Tanks Tanks Septic Tank or Holding Tank X (}�ru �� ❑ ❑ El 1:1 ❑ Lift Pump Tank /Siphon Chamber d ❑ ❑ 1 ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for instal on of the onsite sewage system shown on the attached plans. Plumber's Name int) _ I PI er's Signat e: o tamps) /MPRSW No.: Business Phone Number: Aj is (0-3 IS a (p Plu ber's Ac dress (Street, C State, Zip Code): nn � IX. COUNTY/ DEPARTMENT USE ONLY pp ❑ Owner Given Initial ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate ssue Issuing Agent Signature (No Stamps) fOVed Surcharge Fee) r Adverse Determination I L.� aLhj-44� X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD Q39g (8. 11/96) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber PRIVATE SEWAGE SYSTEM Department of Commerce Safety and Buildings Division REVIEW APPLICATION Bureau of Integrated Services Haywx`rd Office LaCrosse Office Madison Office Shawano Office Waukesha Office 209 W. 1 st SL 2226 Rose Street 201 E. Washington Ave. 1340 E. Green Bay St. 401 Pilot Court, Ste. C Rt 8, Box 8072 La Crosse, WI 54603 P.O. Box 7969 Suite 300 Waukesha, WI 53188 Hayward, WI 54843 Phone (608) 785 -9334 Madison, WI 53707 Shawano, WI 54166 Phone (414) 548 -8606 Phone (715) 634 -4804 Fax (608) 785 -9330 Phone (608) 266 -3151 Phone (715) 524 -3626 Fax Fax (715) 634 -5150 Fax (608) 267 -9566 Fax (715) 524 -3633 (414) 548 -8614 INSTRUCTIONS: To save time, schedule your review with one of the offices listed above prior to submittal. Fill in all applicable data and submit this form together with fees and plans/information. Your submittal must be received at least two working days prior to the appointment at the office where your review was scheduled. Please call any of the listed offices if you need help filling out the form or have questions on what Information to submit. PLEASE PRINT VERY CLEARLY. A sample of a completed form is on the reverse side for your reference. Personal Information you provide may be used for s econdary purposes [Privacy Law, s. 15.04 (1)(m)]. 1. APPOINTMENT INFORMATION If you have scheduled an appointment, fill in the information requested below to save time: Appointment Date Reviewer Name 4 � � Plan Identification Number in n, S - a 2. PROJECT INFORMATION If this review is a revs ion or extension to your existing Project Name Ian identification number, provide that number here: ❑ City ❑ Village Town of County Project Location GOVT. LOT Sw1 /4 of �,y4,S N,R 9 E"- ) W r� C 3. APPLICATION FOR 4. FEE COMPUTATIONS FEE §UBMITTED System Type (check one): System Type' (include new and existing tanks) A ❑ At -Grade Up To 1,500 gallon septic tank ... ............................... ..$110.00...................... H ❑ Holding Tank 1,501 - 2,500 gallon septic tank .... ............................... ..$120.00...................... M g Mound 2,501 - 5,000 gallon septic tank .... ............................... ..$160.00...................... N Non - Pressurized In- Ground (Conventional) 5,001 - 9,000 gallon septic tank ....................... P ❑ Pressurized In- Ground 9,001 - 15,000 gallon septic tank ............. .. O C] Other. 00...................... " Over 15,000 gallon septic tank ............................... 00 ...................... AA — NU Up To 1,000 gallon dose chamber........A H.......,. .00. ..................... Building Type (check one): 1,001 - 2,000 gallon dose chamber ....... D Dwelling, 1 or Family 2,001 - 4,000 gallon dose chamber. A E'TY & 13tA8 - "1J " "' 9 .......................... ..$100.00...................... P ❑ Public Building 4,001 - 8,000 gallon dose chamber ............................. ..$120.00...................... S ❑ State -Owned Building 8,001 - 12,000 gallon dose chamber ............................. ..$140.00...................... Over 12,000 gallon dose chamber ............................. ..$160.00...................... r Up To 5,000 gallon holding tank .... ..............................$ 60.00...................... Code Derived Daily Flow gpd 5,001 - 10,000 gallon holding tank .. ............................... ..$100.00...................... s Over 10,000 gallon holding tank . ............................... ..$150.00...................... ❑ Check if Replacing Existing System Experimental System (additional one time fee) .............. ..$300.00...................... Revisions to Approved Plan 2 ........... ..............................$ 60.00...................... Petitions for Variance: Setback .. ............................... ..$100.00...................... ❑ Petition for Variance Site Evaluation ....................... ..$225.00...................... Plumbing ... ............................... $225.00...................... Revision ..... ..............................$ 75.00:............... Groundwater Monitoring Groundwater Monitoring Per Site $ 60.00 ...................... (other than a proposed subdivision) ❑ Site Evaluation in Lieu of Groundwater Monitoring Site Evaluation in Lieu of Groundwater Monitoring ..........$ 60.00 ...................... Subtotal: ................... _ Priority Review: Enter same amount as Subtotal: ................... MAKE ALL CHECKS PAYABLE TO: SAFETY AND BUILDINGS DIVISION Total Fee: ................... 5. SUBMITTING PARTY INFORMATION Telephone No. (include area code & extension) p C�k d w �s any Name cP Contact Person ; ()r_S C2 c � .e No. & Street Addre or P.O. Box City, Town or Villa Sta a Zip Code s Aerobic or prepackaged treatment system fees are calculated based on equivalent size septic tanks and dose chambers. Revision fees are not applicable to temporary holding tanks or extensions to existing approvals. NOTE: Fees are pursuant to Wis. Adm. Code, Chapter ILHR 2, and are subject to change annually OVER --_� SBD -6748 (R. 07/96) JAN -06 -1998 09:11 P.05 PAGE I& OF 0 MOUND SY�TEM FOR A.3 BEDROOM RESIDENCE LOCATED IN TRESW 1/4 OF THEW /4 QF �ECTION 11J N, RbW, TOWN OF wn1X COUNTY, WISCONSIN. 4o-t 70 INDEX PAGE IA Of 10 TITL SHEET PAGE 1 OF 10 WOR C SHEET PAGE 2 OF 10 WOR C SHEET PAGE 3 OF 10 WO. SHEET PAGE 4 OF 10 WO SHEET PAGE 5 OF 10 PLOTIPLAN PAGE 6 OF 10 PLAN�VIEW CROSS SECTION PAGE 7 OF 10 DIST�UTION PIPE LAYOUT PAGE 8 OF 10 CRO S SECTON OF TANKS & MOUND PAGE 9 OF 10 PUM� CHAMBER PAGE 10 OF 10 PUMP PERFORMANCE CURVE PREPARED FOR Qilry -► ck Cayst wc+ Xr% i PREPARED BY 1 - POWERS VATING ANC. M11'R�� 1963185th AVE NEW RICHMOND, WI 54 17 715 -246 -5135 P.C. [.S• Condi tiOnaiiy P'M. t ppRTMENT OF co E►IDjNGS DE S FEY a V1S� see GpRRE;P NpENGE I 1 WORKSHEET*- MOUND SYSTEM DESIGN�: PROBLEM: Design a mound system for a The site characteristics are: Depth to groundwater or bedrock. in. Landsl ope •---- % a. .' S Percolatio n r ate ._ Distance from dose chamber to distribution system S ft. Elevation difference between sump and distribution systern �( ,_ ft. Step 1. WASTEWATER LOAD gal.' Step 2. SIZE THE ABSORPTION AREA A) Area required 3 sq. ft. B) Bed or trench length (B) ^N ,• C) Bed or trench width (A) . r ft. , �. + � 'AML a '.�D) 7rerrch spicing ( C) . A IM_ . ... , Wasie we ter load .24 gal /f C /day B . , ft. trio ems Step 3. MOUND HEIGHT A) Fill depth (D) ft. B) Fill depth (E) D + slope ( A) -+ �'�C. ft. C) Bed or trench depth (F) IM ft. D) Cap and topsoil depth (G) ___! __ ft. E) ., Cap and topsoil depth' (H) License i:u:.. TDate Step 4. MOUND LENGTH A) End slope (K) = D E + F + H x3 = / a ft. B) Total mound length (L) = B + 2(K) eft. ....... .Step 5. MOUND WIDTH Al) Upslope correction factor 90 , g A2) Ups'l width (a) " (D F3 G 3 0)(factor) = ft. B1) Downslopo correction factor = Y? s B2) Downslo a width (.1) =� p ft, E + F + G)(3)(factor) _,y Cl) Total mound width (W) for bed + q + I O J � a��6ft. C2) Total mound width (W) for trenches = � J + + (no. trenches -1)(c) + A +'I _ ft. Step 6. BASAL AREA A) Infiltrative capacity of natural soil gal,. /ft2 /d4. 6) Basal area required = wastewater flow T natural soil infiltrative capacity = �a sq. ft. C1) Basal area available for bed for sloping sites 6 x (A + I) _ hf sq:• ft. C2) Bas are or trench for sloping sites = B avail le f W �J + A 1 = X7 sq. ft. YJ • 75 X 5�,6 "C6,g� � ��475 C3) Basal area available for trench or bed for level s tes a B x W = sq. `ft. Sign 2� License .Nut � Date: .,Step 7. DISTRIBUTION SYSTEM U _ 1A) SIZE DISTRIBUTION SYSTEM 1) Hole size = in. 2) Hole spacing = / in. 3) Distribution pipe length $ in. 4) Distribution pipe diameter = in. 5) Spacing between distribution pipes = o in. 6) Distance from sidewall to distribution pipe = 0 in. 76) DISTRIBUTION PIPE DISCHARGE RATE ft. 1) Number of holes per pipe / 2) Flow per pipe = ` a3GPM 7C) SIZE MANIFOLD 1) Manifold is central/ „ end 2) Manifold length = " g rya - 3 - T.�.a.. � _ ft. 3) Number of distribution lines = a 4) Manifold diameter = 3 in. 7D) _SIZE FORCE MAIN 1) Minimum dosing rate = c�� d '�i'yb GPM 2) Force main diameter =. .3 in. ---_ 3) Friction loss = ��.a Z SS ♦ �S ft. 7E) TOTAL DYNAMIC HEAD 1) Vertical lift = ft. 2) Friction loss = J �d5 ft. 3) System head 2.5 ft. = a15 ft. 4) Total dynamic head = Sign: ft. Licen,aE:_f,S'E, s Date : [�c� ak, Of 7F) PUMP SELECTION 1 Pump selected will discharge 66 GPM at ft. total dynamic head. 2) Pump model and manufacturer i 7G) DOSE VOLUME 1) 10 times void volume of distribution lines = G, g. f gal./cycle 2) Daily wastewater volume 4 1 doses /24 hrs. / ?,� gal, /cycle 3) Minimum dose volume = a' l33 al. /cycle 711) DOSE CHAMBER 6� 1) Minimum capacity required = ._ gal. Sion: - � lie License i:u: . Date: /-s �a 9' N ot► /aas /6 0o w w.� Ila 23 S P '� +• ' tt fly -�, m. 55 1 3 {uc C EU _ R� CE go � .. I _ 40 -o Ap ENS Of ME �►NG3 p / LAS pEPAR N p41 v►s #ON N©EN 50 y O'4aP�- SEE CO I 41Z t EWW4E- VILLAc,t 6,A.,GE I c poix e u" w Ise_ _ — — s123I s.F I: I7` A crel:S. t Ia7.5L ' I� z 40 NE l.so(y �ho l) l Page of fd Straw, Marsh Hay, Or Synthetic Covering �5Thi 33 Distribution Pipe Medium Sand H Tops _ $. % Slope Bed Of 2 i2 Force Main Plowed Aggregate Layer D = Ft. Cross Section Of A Mound System Using E- Ft. 'A Bed For The Absorption ATea F .�93 Ft G Ft. Signed; A Ft. H h 5 Ft. B _7 -S Ft. License Number: L$ L3 K /a,it7 Ft. Date: / i — q - 9 L -14o Ft. J 4 Ft.. of Position z /J,£' Ft. Force Main W ? 1. Ft. j Observation Pipe B K A I ° -- - - - - -- -- -- - - - -- i W I I � Distribution. �6ed Of 2 » — 2 Pipe Aggregate ( Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area Pa9 2— 0 Perforated Pipe Detall n End View Perforated End Cop \e;f' PVC Pipe Notes Located On Boltom, s Are Equally Spaced . raj • 'w � A'5 fibQ1,012 Lail Hole Should Be - Next To End Cop Dittrib,ulion Pipe Layout P 3S Ft. R -.fig- - S v �L. X Inches Y_ Inches Signed: Hole Diameter ��. Inch Lateral Inch( s) License Number: . Manifold " 3 • Inches Date: !s — .X - 9 — Cl '] Force Main " 3 InC1105 # of holes /pipe /8 Invert Elevation of Laterals % &Ft. 1 pagepof rr N ir (D N , 0 P - rr x • f . rt r I rt ID o i i-• L .i � vT n O O �. - a t ,w r 1'A n �a v S EPTIC TANK B. PUMP COAMBE CROSS SECTION AND SPECIFICATIONS cons uc �� C. a� fi / a 0� v cl1 w� 4" CI VENT PIPE 12" MIN. ABOVE GRADE 8 WEATHER PROOF 25' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER FINISHED GRADE 4" CI RISER W/ PADLOCK 8 6" MIN. WARNING LABEL ABOVE GRADE — MIN. 18" IN. 6" MAX. INLET \�,, WATER TIGHT SEALS T GAS- ' I ' 1 . 4 �� TIGHT i , CI P BAFFLE A SEAL 1 APPROVED 3' ONTO B ; ALM P�PET3'47ONT0 SOLID �— , ON SOLID SOIL SOIL PUMP OFF ELEV . ;r .� FT. —4— OFF RISER EXIT D PERMITTED ONLY LA IF TANK MANUFACTURER 3" APPROVED BEDDING UNDER TANK HAS APPROVAL CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: NUMBER DOSES PER DAY: . TAN SIZES SEPTIC 1 GAL. DOSE VOLUME INCLUDING , DOSE 600 GAL. FLOWBACK: �3,� GAL. ALARM MANUFACTURER: S •t E fac -}-iti , c CAPACITIES: A = 18 INCHES = 3 GAL. MODEL NUMBER: 161 4i w SWITCH TYPE: .4l 't-f B = 2 INCHES 3 - 3, I GAL. PUMP MANUFACTURER: a C = INCHES = /.33,9' MODEL NUMBER: 3£criS ib 3 1! L SWITCH TYPE: F /8g:t D = g INCHES = 133,8 GAL. REQUIRED DISCHARGE RATE 7 O GPM PUMP 6 ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE _ t5 _FEET + MINIMUM NETWORK SUPPLY PRESSURE . + 2.5 FORCEMAIN X /, '�• 2.5 FEET ---�- OX FT /100 FT. FRICTION FACTOR . , ( FEET TOTAL DYNAMIC HEAD = FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH , WIDTH ; DIAMET R LIQUID DEPTH �� / l�,(, ILA • >IGNED: LICENSE NUMBER: DATE: /a --d 9' 9 0 1/88 y Y r t■ GOULDS SUBMERSIBLE SEWAGE A I,D EFFLUENT PUMP$ UZI 1 , _ F 031 �i � � DISC. •11 t. ' i y Y�V. .. O0tmFP0311 142 EP0311 1/3 tip 115 V EEflualt ['�Tfp 1/2•' s olids 1 256. 172.10 1 }A i��1 i t t. f r t9ri1 . ,:, }, 1 >n K•.� .,: Submersible MODEL EP0311 Effluent Pump gnaw'' 4 SIZE 'A" SOLI MMRS FEET 4 = ;.: 25 1 , y'v': 10 0 0 0 4 n 12 15 20 24 28 12 36 40 1 GPM 0 2.S 5.0 7.5 Wily CAPACITY - • Performance Curve wi to iw 5 " MMA& FtCT 6 1 MODEL 3M5 h 2,,.,... SIZE'" Solids A1 , ''����r�7 • �.• � 20 re — — wc0... a'�f�'� E .• yy '. 'j}�• b 'Yt yIA 10 30 70 wco _ Y1 , 0 00 • .• 10 - 70 - 00 • : AO . '60 00 '10 ' 60 b 100 110 •' 120 arm . 10 20 • . ✓ .: CAMC DISC. f�* P— r'.'r. 07JPdCO3111. 1 <2 W M311L 1/3 HP 115 V Lo1f H 3/4 solids X91.55 319.35 r 3%4" solids 491 .SS 329.35 ' + OA.RT031114 142 WE031IM 1/3 VP 115 V tbcl H 00t1PA'.0i111t 142 WE 051''1H 1/2 HP 115 V high H 3/4" .ablida lb4'.25 4�1,i3S ,�• f70UPh�E071211 142 FE0712H 3/4 1�p 230• V HSph 111. 3/4" solids !443.65 565.25 L k�rti ; * +►P T=Ni Ci wicz Fat PERFtXtPST1ttC8 AND SPI7CIFICATICIs. ';:�;Y, i <�• DATE 10%88 1>e 30 PAGE Dh or ieNausw. SOIL A N 0 S 1 1 C E V A L U A T 1 C N A E P O R 7 Page +_ at Laoor anti Human Antauons 9 - Oivivon of Sal.ro 3 Btxb*ngs in acccrc with ILHR 93.05. Wis. ACM. CoCe Attach complsts site plan on paper not less than 8 1r2 z 11 incites in size. Plan must include, but ST. CROIY not limned to vemcal and hanzanal reference pant (8M), dirscsron and'% of slope. =we or PARCEL I.O. A dimensioned. north arrow and location and distance to nearest road. APPLICANT INFORMATION PLEASE PRINT AL INFORMATION 1 7 r olEWEO BY GATE PROPERTY OWNER: PROPERTY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB RU GOVT•• LOT 1/4W 1 / 2S 19T 29 NR 19 -64" W PROPERTY OWNERS MAILING ADDRESS LOT x 9t8C 10 S1.180. NAME OR CSM s 260 COUNTY ROAD F 70 TROY VILLAGE CITY. STATE 71P CODE PHONE'vUMBEA CITY ILLAGE QrCW NEAREST ROAO HUDSON 54016 ( 71 5 ) 386 TROY cr 2111%JA� New CortsM=on Use (R j Residential / Nu rrtoer of bedrooms 4 ( 1 Addition to eiostutg tniildirig l 1 Replacement ( J Public ter corlmercal describe Code derived daily flow 600 gpd Recommended design loading rate D• ¢ bed, gPdtS trench. gpdttt Absorption area required vv bed. tri -��''� trem. fit MUM= design b=-vg rate D • ¢ bed. gMgt D. S ,Tencm gpWt Recommended infiltration surface elevation(s) BY DESIGNER ft (as referred to site plan benclmark) Additional. design / site consideration$ - 59!� t No i F s ON 0,467e 3 Parent material G0�55 /GL D�-�,, Flood plan elevation. it applicaole S - SLAMI 41 for System CONVENn UN ONAL MOD ING PRESSURE ATGRAOS ROLINO PR SYSTEMI IN FILL HOLDING TANK u- Urtsuttabte for system I Q ❑ S ®'u I G S Z's Q S f$U I CS (au SOIL DE REPORT Oeptn 1 Oominant Color I Momes I ( Structure I GPOirt� Boring # Horizon Texture C.xts�stertce I9atrtay I Roots in. Munselt Chi. Sy, C.ortt. Color Gr. SZ. Sh. I Beo iTrt3tCr1 A 10 -22 110YR 3/2 IS1 llcsbk Imfr l cw 11vf 1 0.4 j 0.5 1 3 5 5 <r B1 122 -32 110YR 4/3 I - -- 1 lfs lcsbk I mvfr I cw Ilvf 1 0.5 10.6 Ground B2 132 -36 110YR 4/4 I - -- sl 1 2csbk I mfr I gw Ilvf 1 0.5 1 0.6 ew. SYR 5/8 t 7.8 It. B3 136 -53 110YR 5/6 , :2d 10YR 7/2 - 2m - cabk 1 mfi cw 11vf I - -- . - -- Deotn to 153 -80 110YR 5/6 I mld 10YR 3/4 Is IOsg I ml . I - -- (lvf I - -- - -- fa =r 36" Remarks: Bonng #. ,. A 10 -16 110YR 3/2 j - -- 1 sl 11csbk mfr I SW 12vf -L� 0.4. 0.5 54 B1 116 -42 10YR 4/3 I - -- I lfs Ilcsbk jmvfr 1cw 11vf 1 0.5 0.6 a I Ground B21 142 -50 110YR 5/6 i - -- I sil 13mabk mfi 1cw 11vf 1 0.5 0.6 cl B22 150 -60 110YR 5/6 I c2d 1 07t(. YR 5/8 I sil 13mabk Imfi 1cw 11vf D eo1n to I -- � - 1 __ - 9�Q . - -- C 160 -80 110YR 5/6 ( - -- Is 10sg mi I - -- 1 1vf - _ - -- I ( I I I I I I I li micng factor Remarks: CST Narita: --Assn Pnnt jAmEs O• Fum P ' = 'R (715) 425 -7831 Aodmc /OGCEN 94C-JNEESING CO., 113 'NEST WALNUT ST., RIVER ALLS, �An 54022 RCP°,m - f OW AP SCIt. OES(:tgIPTICN REPOR P•.qe y )I i ARC: 11.0. peptn ' Oom,nant Cilor ' �+otnes I Texture I � t Sauce Corrsstf3nce�eotr+�n► I Roots � GP /ft F Honzorl l gin. I Munsetl (` S; :vtt ('afar 8ortng � Al I0-11 IIOYR 3/3 I - -- Isl 12msbk I o _ 0.5 0.6 283; A2 111- 26I10YR 4/3 1 - -- !sl 12msbk Imir I - - ' 31 46 -39 I1OYR 4/6 1 Ground eMr. 32 139 -47 V.5YR 4/6 I - -- Isl 12msbk Imir las L f 1 0 tt. 33 1 7 - 53 b.M 5/6 1 m2f 5YR 5/8 Its Ilcsbk lmvf r i AS Oetmt to l im "9 34 �3 -65 1OYR 4/6 i - -- Isl 12m-csbk mir Ics 6f - -- 35 �5 -80 IOYR 7/2 Im3p !OYR 5/8 Isic I3f -mabk Imii I - -- �. t Rerrtattc .: Bonng I 1 1 1 I I 1 I I .s Ground 1 I I I 1 I I I I elev. 0 80 to limmlq Iamr I I I I I I I I Remarks: Boring x I I 1 I ! el`� n ° ! I I I I 1 It. Oeom to I 1 lirtmnng 1 I 1 facffir I I ! 1 I I l Remarks: Sonng I 1 I I I I i I Ground I ! I I eley. � i I 080 to I I I I 'a= ► I. I I I I Remarks: �rs.iYSOtfi.oS�DZ! PAGE 3 CF SITE PLAN ❑ B 3 SS I � I n e d e -3 s¢ SCALE: 1 11 = 40 IPA e0aw I Z-0 T - 7d l � - Z I ' � pvTGoT 7 v � J I 1 NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN I BOTTOM OF BED [AND EXISTING GROUND. MOUNT TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. ST I':/Viv�c- c OGDEN ENGINEERING CO. JAME . FILKINS, CSTM03988 Civil Engineers & Land Surveyors DATE: �l� ° �q 7 113 W. Walnut 425 -7631 Falls. WI 54022 W-sconsui Oepammont of Industry, SOIL AND SITE EVALUATION REPORT Page Labor and Human Aelanons �_ Ot �_ .Oivomon of sat" s ewudnys in accord with ILHR 83.05. Wis. Adm. Code COUNTY Attach complete site plan an paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point (9M), direction and % of slope, scale or PARCEL I.D. dimensioned, north arrow, and location and distance to ne APPLICANT INFORMATION- PLEASE PRINT 3 I IF A "'A-'1 �IS. REVIEWED BY DATE PROPERTY OYYNF.R: \f'' e'£� PROP LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB GOVT. LOT 1 /4W 1/2S 19T 29 NR 19 _&(" W PROPERTY OWNER :S MAILING ADDRESS q LOT is SU80. NAME OR CSM >r 260 COUNTY ROAD F St d`' 7 0 TROY VILLAGE CITY, STATE ZIP CODE / U�rY . CITY ILLAGE QrOWN NEAREST ROAD HUDSON WTSCONSTM 54016 ( s. , - TROY 1, Si' A 4 0 as t P A 2j1QA v New Construction Use (X J Residential / Nu i f 1 Addition to existing btakfing j] Replacement f j Public or commerciW d Code derived daily now 600 gpd Recommended design loading rate D• ¢ bed, gpdtft2 trench. gpdM Absorption area required Go bed. ft - OO trends. fit Maximum design loading rate 4 • ¢' bed. gpd1ft D. S trench, gpd1ft2 Recommended infiltration surface elevation(s) BY DESIGNER ft (as referred to site plan benchmark) Additional design / site considerati 59!�e �/o; E S avv ^4 7 -cor 3 Parent material GD�55 /GG O�T� j Rood plain elevation, if applicable N/A ft S - Suitable for system I CONVENTIONAL I MOUNO I IN�GROUNO PRESSURE AT -GRADE SYSTEl1A IN FALL HOLDING TANK U - Unsuitable for system ❑ I$'U I ❑ S Z'U I ❑ S ®'U ( ❑ S ® U SOIL DESCRIPTION REPORT l Boring # Horizon Oepm I Oominant Color I Mouses Texture Consstenoe Structure I I BWMY I Roots Bed ITmr= GPO /ft nt in. Munsell Du. SL Ca Color Gr. Sz. Sh. s A 0 - 1 10YR 3/2 I - -- sl lcsbk Imfr �cw �lvf 0.4� 0.5 355<# B1 22- 32I10YR 4/3 - -- lfs lcsbk mvfr cw lvf 0.51 0.6 Ground B2 32 -36 10YR 4/4 - -- sl 2csbk mfr gw lvf 0.5I 0.6 ele. 5YR 5/8 8 7.8 ft. B3 36 - 10YR 5/6 c2d 10YR 7/2 sicl 2m -cabk mfi cw lvf - - -. - -- Depth to 53 -80 I10 YR 5/6 mld 10YR 3/4 s Osg ml - -- lvf - -- - -- limiting factor 36" I Remarks: Boring # A 0 -16 IlOYR 3 / 2 sl Ilcsbk I mfr I w 2vf -f� 0.4 0.5 - -- g B1 16 - 42 10YR 4/3 - -- Ilfs Ilcsbk mvfr cw hvf 0.5 0.6 .may I Ground B21 42 -50 10YR 5/6 - -- sib 1 3mabk mfi Icw lvf 1 0.5 0.6 elev B22 50 -60 10YR 5/6 Ic2d 8 92, ft. 5YR 5/8 sil 3mabk mfi cw Liv f - -- Depth to - -- C 60 -80 10YR 5/6 - -- i s Osg ml I - -- hvf -- - -- limiting f actor �_ Remarks: CST NamK --Awe Print JAMES 0. Fum Ph0f1 (715) 425 -7831 Addmm OGOEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 _ Oats: / ¢ / / CST CSTM03988 PFIOPERTY OWNER SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL 1.0. S Hanzon) Oeptn l Oomin an tColor ' Moores (Texture I Struc Cor>S< wcaleoux2y Room G Oitt< in. Munsell Sz ('nor. (`ow . Sz Sh. Boring # Al 0 -11 110YR 3/3 I - -- Is 2msbk lmfr I 2w 12vf - 0.5: 0.6 28A— A2 11 -26 I10 YR 4/3 I - -- Is 2msbk mfr B1 6 -39 IOYR 4/6 Gm and ow. 32 9 -47 I .M 4/6 - -- sl 1 2msbk mfr l as L f I 89 ft 33 �7 -53 b.5YR 5/6 m2f 5YR 5/8 lls lcsbk mvf r I Irf 060 to 11e "" 34 �3 -65 �OYR 4/6 ( - -- Isl 12m—csbk mfr Ics kvf - -- taC3x — 1 - -- �,, B5 h5 -80 LOYR 7/2 Im3p 10YR 5/8 Isic 13f —mabk Imfi I - -- I of I -- Ramartts: Boring # Ground elev. Oepfh to limiting factor Remarks: Boring # I I I Ground I i I L i elev. Oeptn to linnfing factor Remarks: Boring # Ground elev. ft 0epm to tirratittg factor Remarks: sel3atzo(ta.or3� PAGE 3OF3 SITE PLAN El I 8 355 1 $-Z 83 n d SCALE: 1" = 40' �,�NLyM��� 7oP oL �Dol I 593. Z-0 r - 7D � pvTGvT 7 v l NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN I BOTTOM OF BED AND EXISTING GROUND. MOUNT TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. ST ' A:q�e w � s OGDEN ENGINEERING CO. JAME . FILKINS, CSTM03988 Civil Engineers & Land Surveyors / / 113 Y; . Walnut St. River Falls, WI 54022 DATE: ¢! -7 (715) 425 -7631 • W'wonsui De parvrmni of industry. SOIL AND SITE EVALUATION REPORT Page of __,L_ Labor and Human Reiauons IJivis+on of Sarery s 6uddngs in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point (8M), dir n and % of#ope, scale or PARCEL 1.0. dimensioned, north arrow, and location and distance t �rpst APPLICANT INFORMATION ASE PRIN 01, tNFd MATIQN ' t REVIEWED BY DATE PROPERTY OWNER: t , 4§0A!ERTY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEM14ELE & JOHN AND BARB ! GOVT`.,, LOT 1 14 1 /2S 19T 29 NR 19 4(" W PROPERTY OWNER•:S MAILING ADDRESS APR 1 J jq9 / LOT -#- OLMN s I SU80. NAME OR CSM tt 260 COUNTY ROAD F 77, TROY VILLAGE CITY, STATE ZIP CODE PHN�NE Numagl y IU AGE (XT N NEAREST ROAD HUDSON W 54016 4 . IG� �Q New Constrtxtion Use PC J Residential / Nu ml L J Replacement ( J Public or commertxal des8ibs= .. r [ J Addition to existing'tnukfirtg Code derived daily now 600 gpd Recommended design loading rate 4, ¢ bed, 9pd/S trench, 9 pdgt2 Absorption area required GO bed, ft See trench, tt Maximum design loading rate 0 - ¢ bed, gpd/ft O. S ltertat, g pdm2 Recommended infiltration surface elevation(s) BY DESIGNER — ft (as referred to site plan benchmark) Additional design / site considerate ON "' e 3 Parent material GD /GG ,q� Flood p lain elevation if applicable N/A ft S = Suitable for System I a coNVENnONAL MOUNO I N- GROUNO PRESSURE AT -GRAOE SYSTEM IN FILL HOLOW. TANK U- Unsuitable for system S z u I 2 ` o U I ❑ S ®"U I❑ I as du SOIL DESCRIPTION REPORT Boring # Honzon+ Oepth I Oominant Color I Mottles (Texture I Structure I GPD /ft� in. Munsell pu, Sz. Cont. Color Gr. Sz Sh Cor>sstenoe (Barmy Roots Bad ITrertat "' X A 0 -22 10YR 3/2 I - -- Sl lcsbk mfr Icw lvf 0.4 0.5 355< B1 22 -32 10YR 4/3 F - -- lfs lcsbk mvfr cw lvf 0.5I 0.6 Ground B2 32 -36 10YR 4/4 - -- S1 2csbk mfr gw lvf 0.5I 0.6 elev. 5YR 5/8 38 ft. B3 36 -53 10YR 5/6 c2d IOYR 7/2 Isicl 2m -cabk mfi cw lvf - -- . - -- Depth to 53 -80 I10YR 5/6 mid 10YR 3/4 i s Osg ml - -- lvf - -- - -- finting factor 36" Remarks: Boring # A 0 -16 10YR 3/2 I - -- (sl 1 lcsbk mfr Igw 2vf -f� 0.4: 0.5 354 <t - -- Ilfs imma B1 16- 42110 4/3 lcsbk mvfr cw Ilvf 0.5 0.6 B21 42 -50 10YR 5/6 - -- sil 3mabk mfi Icw lvf 10.5 0.6 Ground elev. B22 50 -60 10YR 5/6 Ic2d 5YR 5/8 sil 3mabk mfi cw lvf 89�Q tt. - -- - -- C 60 -80 10YR 5/6 - -- s ml I - -- �lvf -- - -- Depth to limiting factor =E Remarks: CST Nwns:--PleuePnnt JAMES D. FUMM Phones (715) 425 -7831 OGDEN ENGWEERING CO., 113 WEST WALNUT ST., RIVER FALLS, M 54022 Signaour� CST Number: CSTM03988 PRQP�RTY OWNER SOIL O E S C R I P T I O N REPORT Page j, of 3_ PAtiCEL 1.0. x Honzon+ Own Dominant Color Mottles I Texture I Structure GPOifte l Consiswrice l aoulwy l Rocts i in. Munsell Sz (74w. Color G . S . Sh. Boring # Al 0 -11 110YR 3/3 I - -- Is 2msbk Imfr I gy 12vf 0 .5: 0.6 17 281A, A2 11- 26 4/3 I - -- i s 2msbk mfr I B1 6 -39 10YR 4/6 1 Ile Ground eNv. 32 9 -47 b. M 4/6 - -- sl 2msbk mfr I 89 S it B3 �7 -53 b. M 5/6 m2f SYR 5/8 is lcsbk 000 to " B4 �3 -65 �OYR 4/6 I - -- Isl 12m—csbk mfr Ics kvf - -- � - -- ta= 4z=— B5 �5 -80 �OYR 7/2 (m3p 10YR 5/8 Is is 13f—mabk Imf i I - -- �of I - -- I Romanis: Boring # Ground elev. ft. Depth to limiting f actor Remarks: Boring I I I Ground elev. It � Deptn to limiting facror I ( Remarks: Boring Ground elev. tL Depth to limiting tac>tor I Remarks: SBD -8= i.0&= PAGE 3OF3 SITE PLAN I ❑ � 355 I �z83 o d SCALE: 1" = 40' $� Nc sfMi�K, 70� oG God _ I ,v✓�a -ice , ,�`�� - 893. �� L o T - 7d Go��9 I .14"72-,P 7 7 l�1 NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN I BOTTOM OF BED AND EXISTING GROUND. MOUNT TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. Kkj �Y OGDEN ENGINEERING CO. JAMES& FILKINS, CSTM03988 Civil Engineers & Land Surveyors DATE: ¢�l 7 113 W. Walnut St. River Falls, WI 54022 (715) 425 -7631 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer (� Y� L rwcw f.pj -1 ia` / 64-� AiILC5 S C,00tc k Mailing Address �'�1 ( (.� c -1�.y, i Z 2 �J� ► N t , M i�► �i � 3`� Property Address 3 3 �ot-► n�,� (Verification required from Planning Department for new construction) City /State HQ 5 0 N , Parcel Identification Number LEGAL DESCRIPTION Property Location 1 15 % <, V., Sec. '14 -- , T ISO N -R W, Town of Subdivision �/ r- �- Lot # a Certified Survey Map # Volume , 'Page # Warranty Deed # C / C I to Volume 1 1 Page # 'V; Spec house X yes ❑ no Lot lines identifiable ayes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plEunber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 dayg of the three year exp' tion te. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the erty e�, describabove b virtue of a warranty deed recorded in Register of Deeds Office. � � 1 ; � )c l ply 1 98 SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.""" ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed RIVER VRLLEY RESTRRCT Fax:715- 386 -7664 ?an 13 '98 14:57 P.O� July ar3 WARRANTY BEFI) Document No, • ��L �? �. pA�E4 - __�. This Deed, made.hetween _ VROilt t , SY..yn�l,. , .,.171 10hn 1. W=me and B +l+ en A. Ru._csn�e his wife Wjj_j gMp J _ MOM P"a ]luemmele and �yi1 L Ra =die. his_fe _, Grantor, 'MAY, 2 7 .1 99; and 3:15 FM Troy Devekomerd cortliorgli + '44 0,41, — 10 ale t:wda Grantee, Witneeseth, That the said Grantor, for it valuable cordideration t %r+e.c. neay.a areeeeriq area conveys to Grantee the following described reall estate in St. Croix County MAMe AM RETUM ApMSS County, State of Wisconsin. /G (QSrcel kkofincatim Number) Lots F through 45, Lots 47 through 55 and Lots 68 through 70 of the Plat of Troy Village. St. Croix County, Wisconsin and that portion of (Nstlnt 8 of the Plat of Troy Village described on Exhibit A attached hereto, and Outbid l and 3 to the Plat of Troy Village, St, Croix County, Wisconsin �R A ponion of the above dasctiaad prQPedy .JL homertead propeny ardx Grentott, John J, Roam le end Barbera A. Ruemnxto (is) (is sat) Toaetim with mill and sin polar the hamdilamertls and apputananoeS thetsum brionjI tt,; And Sit witrsets thst the title is arid, indefearible in fee simple end Dec and dear of a wumhrencey ETOW easements, cavenantS, resuietiona and highway rights of way of record and will warden and defend the same. Mied'this - _ ZJ day of - -- 19 4', (SEAL) (SEW r e ) '. 1�e�rg.A. Ruemmele • `� _....., -._ T .,, 151e1lL� RLeaunels AUTHENTICATION ACKNOWLEDGMENT Signetrre(s) — STA11 OF WISCONSIN ) lh�ep�a ISIRi�ek6 lr�tfatl L Rumnnle hie wife authenticated this of `, 1q - County. ) Personally came before me this day of 'I Ilk 19 the above named TFI E; M8 fltiwik RfATE BAR OF WISCONSIN - -- (t foot. sulhomed by 3705.06 Wis. Stalls,) to me known to be the person who executed the foregoing instrument and acknowledge the acme. T1118 NSTRUM" WAS 6RAFTM BY Hetmod & Cad, S G Samuel R •ri _ r 204 Locu S t P.O. B ox 125 Ruda„ wt S ent 0 Notary Public_ -- County, Wis. ;Sianstura may he aolhenticated or acknowledged Roth arc mt My eooumisaion is permanent, Of nai, state expiration date: mcaaaty,) , 19•_„__) Mdeew eraeriau Mahe in +er etypty ,Yowl a typed w pir,i,d Yelwe mefr tias4 r61 Ni 1191 c,irts�wt i 3NI1 N01103S 4/t Hinos - HINON ,9l'ILN 3 „ 6£,6l °00 N w ,£9'6M w 3 ; �rn3 0 U ZD: 1 00)i N ' O_ � O O co p aj F=Z �� WN F— O n 000 00 Z (n F- O N N , , O o N �o ,� v v w Cq r- to - ! I 'C14 /m M „00 ,00°£0 N cn I W I I S p7 °00' 00 �� E IN ^ Q I U ! 309.18'(n c I (A O O . U ma) O 0 1 N Q 00 r. N O 1 C+ - -- to ^�J ICO - J ,Z5'96£ M „90 ,Z� °£0 N rM- 6£'l9t ' Z., , 4, lZ (n I ,L6'L�Z I, I . w' I ` 3 00.00 °£0 N W U. V I I I N O Q - �C, �I c� I L.:� O O co (� N I U�I i U 1 N< 0 0 00° ! 3 O N_ I n O ^ O I�M O z ,ZL'>:'Z � , o ' 0 l to, - O£'9/- Flo CO 00 3 .0-1, CON 3 • N cn z - Oo£ 9 _ o t ��pp I I I p0 ,00 °5 S M X 00,0 . S (0 w - cM 023, _ D Oo £6`lZl 60t0 09 (n '£9 4 „00 ,00 °£�J C I ' S: 9£0 la. ° 0►�0 , 00'SLZ I Q� cn a vi d g 3 „00 ,00000 S ,H ^ n w _ I Nic w