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Home My WebLink About040-1250-40-000 W isco's�i Deponent of Commerce County: PRIVATE SEWAGE SYSTEM St. Croix Safety and Building Division L INSRFr..TI!kN REPORT Sanitary Permit No: 430333 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Tro ood Companies, LLC Troy Township 040 - 1250 -40 -000 CST BM Elev: Insp. BM Elev: BM Description: � /I� '' Section/Town /Range /Map No: is -O r 1 •�� I)w �af Ce., A/ 1 4L 19.28.19.1306 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark oe 1 IJ,.? -� t S� s to ,13 L Dosing L CA4 Alt. BM S ilr O u 343' r Aeration Bldg. S wer 39 Holding St/Ht Inlet O' TANK SETBACK INFORMATION St/Ht Outlet -� • fi3 I TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet 7 Septic , I Dt Bottom ZS - 4s- 2 Dosing Header /Man. �yb} Aeration Dist. Pipe r s Ar 9.8v 3 Holding Bot. System .too o � Final Grade PUMP /SIPHON INFORMATION Manufacturer — GPM e St Cover �. 9 Z• Model Numb TDH Lift Friction System Head H Ft Forcar6ain Length Dia. Dist. to Well SO! B RPTION SYSTEM 35 ENCH idth Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING Ma ufacture`: INFORMATION CHAMBER OR I �� Type Of System: I ( UNIT 4 > � (1'O Model Number: D �� DISTRIBUTION SYSTEM Header /Manifold tt Distribution x Hole Size x Hole Spacing Vent to Air Intake Pie grs Lengt Dia Length a 1 SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded TX x Mulched Bed/Trench Center Bed /Trench Edges Topsoil Yes No ;Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1. Inspection #2: Location: 326 St. Anne's Par way Hudsol, WI 54016 (SW 1/4 NW 1/4 19 T28N R19W) Troy Village L t 6 Parcel No: 19.28.19.1306 1.) Alt BM Description = ` W& 2.) Bldg sewer length = n 3 3 io L"L �u amount of cover A— 1cro Plan revision Required? 6 s - - -- -- - - -- -- - Yes No l Z � 1 information � Use other side for additional r I t rs t r BD - 6710 (R.3/97) nsepco S nau � ��//// Cert.No. S C��C 6, .� I � Safety And 13W Idings Division C owdy 201 W. Washington Ave., P.U. Box 7082 ST. CROIX N) Fisconsin Madison* Wt 53707 - 7082 Sanitary Permit Number (to be filled in by Co.) ment of Commerce X4)8) -6546 `� 333 Depart Sanitary Permit Application state Plan LD. Number A In accord with C.cmmi 93.21. Wis. Adm. Code, persvnal information you provide /"� may be riStXl for seamlary purposes Privacy taw, st �.()4(l xm) Pruned Address ( differefa than mauling address) 326 ST ANNE'S PARKWAY L Applicatim Informatim - Plcxse Print All Informatit n k HUDSON WI 5_40L16 _ Prupcty chwmer's Nance 1'arccl # Lot 64 Frock # i TROYWOOD COMPANIES, LLC " 040- 1250 -40 -000 �d 1 Owner's Mailing Aslcht s { Property Locaticxi 3 0 ijp 11200 STILLWATE BLVD., SUI TE 100 SW i/., N W ,;, Sectic>Ei 19 City, Sint:: Zap Code Phone Numb-cr nmle rile) LAKE EL M N -_- 5504?, 651- 773 -5055 T 28 N., R 194 IL Type of Building (check all that apply) P/L m 2 Family Dwelling -Number of kkirooms 5 5ulidivision Marne CSM Number PublweCo v,=cial- Desciil=Usc TROY VILLAGE ❑ state Oumeel - tk ilic l lsc p` I�r �. 1 0 ❑city_UVillagc Nownship of TROY - -- 1 - Ill. Type of Permit: (Check only cure box on litre A. Complete line B if applicable) A ' N New System ❑ Replaeerrteid System U TreatnwY Molding Tank Replaa rnmxit Only -� (*w M;odifwation to'Existirig System 8. I1 Pmnit Renewal El Permit Kevmon ❑ i:hange of [ -� Permit Transfer to New List Previays Permit Number and Date l Befixc Expwation Plumb" owner IV. Type of i�W'f5 System. Check all that i i Non - I'ressvrized Itt (}roaind U 4tciruxl? 24 lit. oFsuitafite soil ❑ Lfoun d < 24 in. of suitable soil ❑ At- Grade: U Single Pass Sand FiltsY cc>ty meted Wetland ❑ Prc muized ln- c;raina H hold g'r.* LI Pest F'ilt r f I a erobic Trea meat Unit C Reutirt�rlating Squid Fitter 11 RavirrulAting Synthetic Media Fiftu eaelmirsg C ❑ Drip line n ('iraveMess Pie: ❑ Y. Dis rsatf rextment AM* forliatitrn: 34 -)1 1" BIO DEFUSER CHAMBERS BEL A -100 FILTE Design Flaw (gpd) Design Soil Application R Dispersal Area Required (sf) t Dq-TsalArea Pivperred System 'Ievation _ 750 .7 1071 1 j6�'� 5� 99.0 dk V fo (� in Total Number Matn►fa mar Prefab Site Steel Plas (;anew (;®heels of Iinits Ccxtpe(e Constructed (iiass New Emsting ___ Tucks Tanks Septic rn.ltoldingTank X 1500 1 WIES "EAR X o -- - r,�,;r 7}cafrneni t 7nir n ;m t risn,her 075 VII. Responsibility Statement- 1, the mmilerzi ss uaw res KwJbffiq for alas of the Powr3 tlse asttac6ed phres. Plumber's Name (Print) P Mli /MPRS Number Flriainccc Pl~ Number TODD FEATHERSTONE 242514 71 5 - 381 -1 Plumber's Address (Street, City, State, Zip (.ode) P.O. BOX 467 H UDSON, WI 54 VRL trvwt !De artmcna Use Onl proved U Disapproved Santm3` Pernnt Fee (includes Groundwater g Date issu�vl ssuing Agent i (N 1 s) Sma charge Fee) 4 a so = s�d ❑ 0rmmT Given Reason for Denial C-.I pprov YSTEMOWNER: 1 Septic tank, effluent filter and �7i y Qh�� •( /� dispersal cell must all be serviced /maintained as per management plan provided b lumber. 2. All setback requirements Y p must b e maintained as per applicable code /ordinances 3-A_ I , %nacb commkic ph= tin tine cmuty only) for the systeoi on paper not less *as SM > 11 kiches iu stme Il i � r Q 3� ` d 1 T IOt 0 44 in p 0 10'7 I o h 1► I � - 7Y , IJ- d� �y o I N C to 1 • 1 I 1 1 \ O 1 PC 79+ co CA �,�. I PT 81 +08.65 W \0 \\.\ \ \\ \ y`. N \. ! I ,�\ 1 'IN CC QWj co I, l 1 / 1 ` �� - ` AQ- OD W ! \ \ to i ` rwi 03 -0 n) F o W , \ f W lC) f tD \ -4 \, \ - gyp-. -� - - - - - ♦. co �' co - - - - -�� 6�5. y �� ♦� * ~`� _ -may ' lb co r r I CL� CL 85 +92.71 E 46 to - i0 (� 86 +6:.39 Y' 9 00 9— o C OD <1 _ \ O ' I I 1 11 1 ! / 1, -. to f \\ 1 0 OD1' I f r T (\ �` ; r i / 88k76 83 `'' 1' 1 i I' �C �/ ` ,•� sad"' LJ w \ 9 CA / Q I r r r N I o d , ' w /� /! 1 1 d L o i gg+ 5.77 _1 . ! ! 1 t �� f le � � _ — I ifs ►� r �a My 6� egS ►� 3 c l s- 'D t Lqz t s � SYSTEM CROSS SECTION /YlA tIOC.45 flvsP, P / �E. y �.12iq 101. 6 F--a F L 17 - 11 " CHAMBERS PE13 TRENQH 15 / �1 S 106.25 �'y5 r TLJ+ i. 99.00 106.25 O� O ISIS o PID # 040-1250-40-000 SW 1 /4 NW 1 /4,S 19 T 28 N,R 12M LOT 69 BL —SUB TROY VILLAGE CO VO TIN TROY MPRSW 242514 u I O O m Lo LOT 64 30': 6a � i H al ■ ST. ANNES PARKWAY a W � 0 ui lu LOT 64 i } � `D 8,880SQFT W 2F O DENOTES IRON PIPE FOUND x DENOTES WOOD STAKE SET N to o LL 0 p#rr wo. . �� 1 Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Environmental By Desigi Attach complete site plan on paper not less than 834 x 1 t inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsiom, north arrow, and location and distance to nearest road. St. Croix yU -cou APPLICANT INFORMATION -713 u0n. Rev Date Personvi rornubon You provide m y be for e ( acy , s. 15.04 (1) (m)). l7� Property Owner Property Location Continental Developmen A 2 6 20 Govt. Lot SW 1/4 NW 1/4 S 19 T 28 N,R 19 W Property Owner's Mailing Address __ Lot Block # Subd. Name or CSM# 12301 Central Avenue NE S 'te cROiX couNrY 64 Troy Vill e City S p F V'illace ®Town Nearest Road Minneapolis MN 55434 612 - 757 -7568 Troy I St. Armes Parkway ® New Construction Use: ® Residential / Number of bedrooms 4 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily low 600 gpd Recommended design loading rate •7 bed, gpollr? 8 trench, gpd/Its Absorption area required 857 bed, fP 750 trench, ft Maximum design loading rate .7 bed, gpdff .8 tr ench, gp� Recommended infiltration surface elevalion(s) �:� . ft (as referred to site plan benchmar Additional design / site consideration Parent material Loess Over glacial Outwash Flood plain elevation, ff appli able nA ft S - - Suitable for system Conventional Mound I Pressure AT - Grade System in Fll Holding Tank U= Unsuitable for system ® S El U ® S ❑ U S ❑ u I ❑ S ® U ❑ S ®U ❑ s ® U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Consistence Bound Roots GPD/(P Boring# in. Munsell Qu. SL Cont Color Gr. Sz. Sh. Bed Trench 1 1 0-7 10yr3 /2 - is 2msbk mvfr cvv 2f .7 i .8 2 7 -90 7.Syr5/6 - s* Osg ml Ground elev 103.34 ft Depth to limiting factor >90 Remarks: * w/ bands of s 10yr4 /4 2 1 0-7 10yr312 - Is 2msbk mvfr cvv 2f .7 .8 2 7 -92 7.5yr516 - s Osg ml - - .7 i .8 Ground Alev 101.56 ft Depth to limiting - factor >92 Remarks: CST Name (Please Print) Signature: ems Telephone No. Thomas C. Nelson — 715 -246 -2454 Address Em'ironmental BY Design Date CST Number Ref # 1432 120th Street, New Richmond, WI 54017 � 188 . r PROPERTY OWNER: Continental Develw,,t SOIL DESCRIPTION REPORT tea Page 2 of 3 PARCEL I.D.# Environmental By Dwign Horizon Dept Dominant Color Mottles Texture Structure nsisten Boundary Roots GPD/W in. Munsell Qu. Sz- Cont. Color Gr. Sz. Sh. Bed ! Trench 3 1 0-6 10yr3/2 - is 2msbk mvfr cw 2f .7 .8 2 6-90 7.5yr5 /6 - s Osg ml - - .7 .8 Ground elev 100.92 it Depth to limiting factor Remarks: 4 1 0-8 10yr3/2 - is 2msbk mvfr cw 2f .7 .8 2 8 -92 7.5yr5 /6 - s Osg ml - - . ! .8 Ground elev 102.02 ft Depth to limiting factor >92 Remarks: 5 1 0-6 10yr3/2 - is 2msbk mvfr cw 2f .7 .8 2 6-93 7.5yr5/6 - s Osg ml - - .7 .8 Ground elev 100.81 It Depth to limiting factor >93 Remarks: Ground elev Depth to limiting factor Remarks: ENVI ON M ENT RI: BY DE51GN 1432 120 STREET, NEW RICHMOND, WISCONSIN 715 - 246 -2454 Troy Burne Village PAGE 3 SW % NNt '/, SECTION_ T_ 28 N, I( 1 1, —W TOWNSHIP TROY C o UNTY St. Croix, Wisconsin 2 15 e s' IF f I I 103,34 Q2 104' L3 ►00�q�. 6 � 103.02. QS 100.81 SCALE 1" =40' Tom Nelson BM 1. Top of 2 iron pipe NW corner 100 227387 BM 2. Top of 2" iron pipe NE corner 106.36' S 87 *00' 90'.' E 3W.95' 31 2.87' , 159.00' d� 1 -5 1@15 r'e ui 63 I r�er+e � eS � r 00 3 w ' d� 707 S.F. - - __ 03 ACRES � a - 0 low— Qf�11 Top O rA 'l l roc) �� QhI(cl c � &seibcck N W CO 2 n er• 100 T 0 p of 2�' Iron Pt Pe 451.06' 115,71' 158.40' ST. ANNES PARKWAY ww wr.r�. w..w� w w...�w... ! ....... /. rwwr S 87 E 451.06' 176.88' 274.18 ST. CROIX COUNTY WISCONSIN ZONING OFFICE r r r r r r Inn ST. CROIX COUNTY GOVERNMENT CENTER ■ ■ ■ ■, 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 September 15, 1999 Wisconsin Department of Commerce Plat Review ATTN: Leroy Jansky Box 8911 Madison, WI 53708 -8911 RE: Onsite soil verification, lot 23, 27 -28, 60-6 64 112 of Troy Village Subdivision, Sec. 19, Town of Troy, St. Croix County, Wisconsin Dear Leroy: I have reviewed the soil reports for lots 23, 27 -28, 60-61, nd 112 in Troy Village Subdivision, filed by Tom Nelson, CSTM #227387 and have conducted onsite soi 64 verifications on these lots. My findings have verified that the soil conditions as reported by Mr. Nelson are accurately described. The soils on these lots are suitable for subsurface sewage disposal with loading rates of 0.5/0.6 and 0.7/0.8 GPD /sq.ft. I'm also concerned that a large portion of the tested area on lots 23, 27 -29 and 112, was disturbed due to the fact that the borings got quite large during excavation and were open for such a long time. Specifically, I'm concerned that when these borings are back filled, some of the subsoil will mix with the coarser soils, thus affecting the infiltration rate. If you have any questions regarding this issue, please contact me at the number listed above. Sincerely, Pa e Rod Eslinger Zoning Specialist cc: Chuck Cook, Continental Development Corporation Tom Nelson File III _ Safety and Buildings Division Field Operations Bureau 13 East Spruce Street Chippewa Falls, WI 54729 ,sconsin Tommy G. Thompson, Governor Department of Commerce Brenda J. Blanchard, secretary October 16, 1999 ... `x i CUST ID No. 263197 `"AWTN-•Jt4SPECTOR ZOf OFFICE ENVIRONMENTAL BY DESIGN .Jct ST COIX COUNTY 1432 120TH STREET 11'19'1 CARMICHAEL RD NEW RICHMOND WI 54017 - - HUDSON WI 54016 RE: CONDITIONAL CERTIFICATION Identification Numbers Site ID No. 1260 SITE ST CROIX COUNTY, TOWN OF TROY Plat Review Perm. File No.: 20751 -903 SW 1/4, NW 1/4, S19, T28N, R19W Please refer to the appropriate LOT 64 - TROY VILLAGE SUBDIVISION identification numbers, above, in all correspondence with the agency. DESCRIPTION: MOUND RESTRICTION RELEASE The Department has reviewed the request to release the mound restriction on the above referenced property. This request is supported with information that indicates this property is acceptable for development with a below grade soil absorption type private sewage system. Therefore, the Department waives the above mentioned restriction and has no objection to the development of this property provided that the private sewage system is constructed in accordance with the applicable requirements of Chapter Comm 83, Wisconsin Administrative Code. Conditional certification is hereby made to waive the mound system restriction for this lot provided the following condition(s) are met: 1. The release and waiver of this lot restriction for the below grade soil absorption system should be incorporated into a correction instrument under s. 236.295, Wis. Stats. This recommendation will eliminate future questions regarding the restriction on the recorded plat. This certification does not include review of the design for the proposed private sewage system. All other applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit for a project at this site. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 09/27/99 . , FEE REQUIRED $ 80.00 FEE RECEIVED $ 80.00 Oeroyy G. ansky, astewate pecialist BALANCE DUE $ 0.00 Field Operations Bureau (715)726 -2549 Fax (715)726 -2544 Voice Ijansky @commerce.state.wi.us cc: Continental Development DOA Plat Review r WgA rlDepddmentofCommeroe SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Gomm 83.05, Wis. Adm. Code FanrironmenW By Design Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must Coun include, but riot limited to: vertical and horizorstal re point (SM), direction and St. C roix percent slope, scale or d imemsions, north a , a motion and distance to nearest road. - -- :.'. Parcel l.D.# APPLICANT INFORMATION - � e p " t aft irsformation. Revived By D Personal information y- Pr -ide may be - (Privacy Law. s. 15.04 (1) (m)). W f v Property Owner "" Property Location Continental Devef Govt. Lot SW 114 NW 1/4 S 19 T 28 N,R 19 W Property Ownei's Mailing Address _.. - --' i ,:; , Lot # atom # I Subd. Nano or CSM# 12301 Central Avenue 'te 230:--- l ac.! 64 Troy Villag City te" ';fir irbt♦r " ,' u City u Vtllage Town Nearest Road Minn lis .34 612 - 757 750 Troy St. Armes Parkway New Construction 6AA Use: " N` r of bedrooms 4 ElAddition to existing building Replacement ❑ Public or commercial describe Code Derived dimly flow 600 gpd Recommended design loading rate - 7 bed, gpdfie .8 trench, MM Absorption area required 857 bed, fF 750 trench, fF Maximum design loading rate .7 bed, gpd/fF .8 t rench, gpd/IF Recommended infiltration surface elevation(s) 98.40 It (as referred to site plan benchmar Additional design / site consideration Parent material Loess Over glacial Outwash Flood plain elevation, if appl icable nA It S - - Suitable for system Conventional Mound In Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system I ®S ❑ u ® S❑ U ® S❑ u ❑ s ®U EIS M U ❑ S® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/fF goring# Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consisten I Boundary Roots Bed Trench 1 0 -7 10yr3 /2 = Is 2msbk mvfr cw 2f .7 i .8 7 7 -QA 7 SvrG /6 a (lgn mt 7 R �._. a Ground elev 103.34 ft Depth to limiting factor >90 Remarks: w/ bands of s I Oyr4 /4 1 0.7 10yr3 /2 - is 2msbk mvfr cw 2f .7 .8 1 1 2 17 -92 f 7.5 _ s os I rW - , - .7 .8 Ground T elev 101.56 ft Depth to limiting factor i t s >92 -147 Remaft: CST Name (Please Print) Signature- ,.� Telephone No. Thomas C. Nelson 715 -246 -2454 Address Environmental By Design Date CST Number Ref # 1432 120th Street New Richmond, Wl 54017 227387 188 i r _'PROi'E*Y t)IIYAER: Continwtat Development SOIL DESCRIPTION REPORT ,as Pap 2 of 3 'PARCEL I.D.#_ Environmental By i Rn Horizon Depth Dominant Color Mottles Texture I Structure nsiste Boundary Roots GPDIRF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed : Trench 1 0-6 10yr117 _ lg )mehb m Irr zr 2f 1 7 R j �. . . 2 6-90 7.5yr5/6 - s Osg ml - - .7 .8 Ground elev 100.92 ft Depth to limiting O e factor >90 ,, r r r r r r r r r Remarks: 4 I 1 I 0-8 f 10yr3/2 I - I is I 2msbk mvfr ( cw f 2f I .7 .8 I 2 8 -92 7.5yr5/6 - s Osg ml - - .7 .8 I Ground elev 102.02 ft Depth to limiting factor >92 Remarks: g 1 0-6 10yr3/2 - is 2msbk mvfr ew 217 .7 8 J 2 6 -93 7. Syr5 /6 - s O ml - - .7 ? .8 I Urouna elev 100.81 ft Depth to limiting factor >93 Remarks: I , Ground elev Depth to liming factor Remarks: y r �. NVl ONMENTHL BY DE TV BM I a I BM 2, i iri.rl p!r +.. f� corner Alp, rte.„ Cpl 87 90" E 7 s ,..... .. ,......+.......+........:_� "_.. s .._ . .. . .. ..... ...... .. _. +.�..... „tee. -” 15 9.0 C # � 1 j R 33 1 f � Z �� , n l l '"T 2 L o4 Co q a .a 'a 274.18 WI. .ons�in Departrnent of Industry SOIL AND SITE EVALUATION REPORT Page I of Lr.'`.or and ..uman Relations Division of safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code i COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 in s 'ze. Plan must include, but ST, C�4 not limited to vertical and horizontal reference point (QM Ir Ian• slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance tQ'�n road." APPLICANT INFORMATION PLEASE. PRI INF IOIV'`�.�, REVIEWED BY D E PROPERTY OWNER: PRO W LOCATION is 2. 5 z4 T PE JoItN (3 13 t{ S RIA M 1 AK w %zlyrs) T 2g .N R 19 PROPEATY OWNER':S MAILING ADDRESS T CR � LOT-t BLOCK # SUBD. NAME OR CSM # 2-Go 0- .T. }I. 1= , -, c x Kb V I u. -A-6= CITY, STATE ZIP CODE U OIL/ ILLAGE OWN NEAREST ROAD ] New Construction Use NA Residential / Number of f I Addition to existing building j ] Replacement Public or commercial describe Code derived daily flow (anO gpd Recommended design loading rate N • (, bed, gpd/tt j_ trench, gpd/tt Absorption area required _SD O bed, ft 5DO trench, ft Maximum design loading rate _0, bed, gpd/ft gpoltt Recommended infiltration surface elevation(s) To 6F 0 ET'EirM W > . D .� (as referred to site plan benchmark) Additional design / site considerations Parent material SX,uDS"[oal I% / mil_ tiLIAt_ - M Flood plain elevation, if applicable Alit ft S = Suitable for system CONVENTIO MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN RLL HOLDING TANK U= Unsuitable fors stem 0 S ® IM S ❑ U ❑ S (ZU M S El Os ;MU El U DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft il� Baring # Horizon in. Munsell Gu. Sz. Cont Coke Gr. Sz. Sh. Bed Tr nch I {� w 1 o - 0 It? 4 1 — s - ab — om M ' 2 1 !> 10 Y Z/ \ _ 1 S YY\4 ( - r - — 0. O. Ground 3 2 1- loxg S 2mz rnv-�r —A — 0, elev. s t d 2 m S rn f Y oLw e ft. 4 31 -39 OY �4 —' CZo Depth to $ _ p I OY e :IJL4 10 y ► S] t m S K y" t -W — limiting face Uo 9z to � y S Q m1 — — 6. Remarks: Boring # p -1 le � — 2 rnsbK rnv r QS — , I O Y 3 /4 Sc Z' rn fit' as - (0 Ground 3 t o ' S M t '- 0. ' 09 elev. qb ft. Depth to limiting I n --- I Remarks: M orl7oty Ft E13 SOME � V E t_. -- T Name: — Please Print Phone: yZS - 9 t4Sr n� z 3 Sr. a � SZ+OZZ- Sign r . - Date: AM 010 L7 J 7CST Number: NOg. ZS 199110 MOM'�7 PROPERTY OWNER ZU__ ._2` +*1Ql SOIL DESCRIPTION REPORT Page Z of 3 PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Structure GPD /ft in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Roots Bed ITO" 0 - 10'1 K s- /Z o. 51 . Z 1 23-33 lei YrOh W — ofy O.(0 Ground 3 3-!H 3 �5 QW elev. 9 Ah.Qft- 4 q - I 311 Is mSbK r m of r w — , 0,1 Depth to 5 4 -'i 514 5 M5 rh q4 Cx) — 0.7 `O.b limiting r-24 SIG M m factor 44 -54 3 4 A. ii 5 ml 00 � Aje s 1w :5 10v u U _. 5 �� — 0.7 . Remarks: Boring # 0 -11 10 rn ; 3 )q — 1 Zm mkr 0. — ' O.I. Ground 3 36-8$ Io4K y b — S 0 m r o. O.g elev. qoq.q ft. Depth to limiting Remarks: MYC.17W � 2 1}aS SOME Ss\ n117. Boring # k 0-7,Z I o �� z�� — s b�C tit - Ril Z Z' ov2 31q sal ?r►•t m4r :A vi 30-yo Io�R 5/G 5�� ZrvIS M4r C� — 0•S D•� Ground elev ` ¢0 -5 4 /OYIZ 5 050 M 1 ^ = 0.7 :0•? iKL ft. o y 1 92 S Osa — — — Depth to limiting V , Remarks: Boring # E�3 Ground elev. ft Depth to limiting factor F7T Ramarkc• __ r Page - of • PLOT PLAN Property Owner W -,ffimeLe Q Legend : //= y 1 Legal Description LO (Q4 'TROY 'UILLA BM =0 T op of W PEAWY NA•it_ LoeA7S-C-� W 74G !&, S zu, - r2 g N , K La "'i F O Lr 5 b w S19,TZIN R19W -MWAJ OF -TROy� ELEVyrriunl go5.29 ❑ = soil boring w /backho, .Sr, CICOIX G4UA1T(, wiSCoit► 1A1 (SEE Sl(Q.VEr M A-Rs f�bg [,Q LI AJr AA)GLE ACCUJCAC. %. 0$4(oO LDT 1:1 4 s9� EL qoy. ! 3 �D p 641.2 B3W LOT &L goq.q S 0 84(o F-L q01" 0, LoT Signed CST M03 70 - 7 Date AW. 25 PR6 10,R� V&con 6eNartment of Industry SOIL AND SITE EVALUATION REPORT Page _L of Lr`ar and: .uman Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CJQ not limited to vertical and horizontal reference point (B aA and % of slope, scale or PARCEL J.D. # dimensioned, north arrow, and location and dista t " 4 V APPLICANT INFORMATION - PLEASE P LL IIORlwAT10 )( REVIEWED BY DATE �, .• PROPERTY OWNER: ` + �• �. OPERTY LOCATION 2 5 z4,TZ SON/U � A tr�Ti+aMAb UEMML�L� jtl6 W %21CS I ct T 29 ,N,R 19 W PROPERTY OWNER':S MAILING ADDRESS T # I BLOCK # SUBO. NAME OR CSM # 260 0- -T. ST CROIX ' r Kpy VI CITY, STATE ZIP COD '" HONE Nq019 CITY []VILLAGE OWN NEAREST ROAD I- I-IApSOf1� v� !S401 b - rK01 C.T. 4. F ] New Construction Use Residential ] Addition to existing building L ] Replacement ] Public or commercial Code derived daily flow (en0 gpd Recommended design loading rate N • 6 _ bed, gpd/ft gpd/tt Absorption area required . 1 7 0 0 bed, ft 5DO trench, 11: Maximum design loading rate _0,2_ bed, gpd/ft j _trench, gpd/ft Recommended infiltration surface elevations) ?o 6E0eTP_r9M 1A)In Ay � referred to site plan benchmark) Additional design / site considerations Parent material nAtiDS•Tom t%_/ Gl A-< -tAL. Tt u Flood plain elevation, if applicable AJ7k ft S - Suitable for system CONVENTIO MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for stem ❑ S ® i0 S ❑ U ❑ S ICU ®S ❑ 1.1 ❑ S U ❑ S Zu L DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure �N Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed T nch ab — Y 2 13 - 10 `f ZI _ 15 I msbk n!'4 +r t, ' — 0 .7 D. Ground 3 23- S� ZmShK ,MJr' ^'1J — d elev. q_ 0_4 Ift. 4 31 -39 10 `1K 3 14 — s 2 mshK rnfy CA- C�•d Depth to $ - O t OY e 1 )4 10 y 1 S I 1 m S K rn a-W limiting factor 1 (40 qZ IO �I � "" S Q < m\ _ — 6.1 Remarks: Boring # I 0 _I� Imi k 2rnsbK env r a5 — (1,51 U, IS- . 101K 314 5c z rn �r d S Ground 3 1 370 116 [0 v S rn 1 — 0.7 p $� elev. O .b ft. Depth to limiting fac b rI Remarks: A007-0m 2 RA'5 �JME r4yKAVL=; L - CS T 1111AVVI — Name: — Please Print S � K Phone: 425 -91Q� fte /U z Sr yale F4LS IAX S ZZ_ Sign Date: -E . Z-7jJf77CST Number: Q Mlbq, ZS 19916 M =', -7 PROPERTYOWNER SUErnMC-LE -2 +*fQl SOIL DESCRIPTION REPORT Page L of 3 PARCEL I.D. # Depth Dominant Color Mottles Texture Structure Consistence S our ry Roots GPD /ft Boring # Horizon in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. Bed I Twich • Z 1 23 -3:3 a y r, 3/ W — 0 - G Ground 3 1 :3 3-L41 S & a.W elev. 9b" ft. �} 1 _ I 311 1 , s K rv\ o f Y w — 04 Depth to 5 4z-42 3 14 1 m56K r" t C\) _ 0 -7 `0.9 limiting C SiG M nne,� factor 3 4 t li, m1 0.k) _ Ale JW 5 iov u U — 5 — 0,7 0.� Remarks: Boring # o -t~I 10 2 1► — m:b M - fir — 0.4 b 10 Y X 3 )4 — 1 Zrn5b rr�r 0 - — 6.5 0.1 Ground 3 1 ,3641 10\4 1' 1 S 0 m _ O. 0.9 elev. 4 ?04.4 ft. Depth to limiting factor Remarks: MfeAMW4 2 SOM'E SAN17. Boring # a:A<.v - I o Y,e z/� _ / �s yav �r :..:; Z Z' -3 o 0ytZ 31q — 5• _7 wt r qw p. S o,b 30-\ 10yR 51G SCI Z ym 6 K M4r 5 — O. S O•�o Ground e lev ¢ -5G 10 Y(Z fie 5 050 wt I = 0 7 4 • � IV S 5G - 6 yg q4 1 0 "1 Depth to limiting faCtol ,, Remarks: Boring # Ground elev. ft Depth to limiting factor Ramarkc- Page of .S *t PLOT PLAN Property Owner WwM>✓LE Legend : / // : 74 / 0/ Legal Description LOT 64 - 79,04 \/IuAG B =0 Top of 6o PEANy AJ-41L L1X' ,ATs-C� 1 n) TF►E �/�, ? 12 W c, OA) Ln 3 W `/Z � S 19,TZQ !J � R 1 vJ ) -- owX1 o F �(dpy � �LEV�?► uN 405.28 � ❑ = soil boring w/backho. SI', CKd�X CoU�ITY � wiSC.o�u 1�1 (5�� SWZIP -r M AIPS IzoK LOT L- M F A JGLe ,* cc.ue_Acy. � 8 %0 EL 403.6 II 3 459 3 ,� EL 90y. �` ❑ 642 B3� LOT �L 90y.y � Q 846 �L 90 0 LoT Signed CST M03707 D a t e AJOV. 25, PQb / ZEv, 101W, Z7, / 97 7 r ' ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerlBuyer w!2 Ei vv c�A , e , LL-C- Mailing Address 1 I ZGC> S {- l l l.� Gz �`� i �- J Property Address (Verification required from Planning Department for new co truction) City/State Troy, Wisconsin Parcel Identification Number LEGAL DESCRIPTION ,f I I •/30(a Property Location SVu V., 1�1 l V4, Sec. , T - N -RAW, Town of Subdivision Lot # Certified Survey Map # Volume Pa g e # Warranty Deed # _7 Volume 20 . Page # f Spec how 00y ❑ no Lot lines identifiab �yes 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 masterplumber, joumeyman plumber, 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. Uwe, 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 days of the three year expiration date. SI� OF AYYLIC 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 owners) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. ',� ATURL� OF APP ?IC�A�N;T 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 r POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of 2 FILE INF RMATION SYSTEM SPECIFICATIONS Owner T7(Z6 WL'76 D lE M'l J Septic Tank Capacity S a l ❑ NA rmit # 3 3 Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model 4- ❑ NA Number of Public Facility Units NA Pump Tank Capacity al A Estimated flow (average) b al /da Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) 7 <Z) g al/day Pump Manufacturer ❑ NA Soil Application Rate 0-7 gal/day/ft' Pump Model NA Standard Influent /Effluent Quality Monthly average" Pretreatment Unit NA s, rease (FOG) 530 mg /L ❑Sand /Gravel Filter ❑Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) :9150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand IBOD :530 mg/L !In- Ground (gravity ❑ I n- Ground (pressurized) Total Suspended Solids (TSS) :_30 mg /L NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) :_10 cfu /00 ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. 13 NA Other: ❑ NA Other: ❑ NA Other: ❑ NA "Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once eve ❑ month(s) (Maximum 3 years) ❑ NA rY: Z 3 earls) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Z- Inspect dispersal cell(s) At least once every: �j ❑ year(s►(s) (Maximum 3 years) 11 NA Clean effluent filter , ( At least once every: p month(s) ❑ NA / 4 4 S /" e �eD �O ❑ year(s) ❑ month(s) ❑ NA Inspect pump, pump controls & alarm At least once every: ❑ year(s) ' ❑ month(s) ❑ NA Flush laterals and pressure test At least once every: ❑ year(s) ❑ month(s) Other: At least once every: ❑ year(s) ❑ NA Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. 1 Page el! START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tankls) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or: must be taken, to provide a code compliant replace ent system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. T aluat' a o Ming �fZD44115 7Cry voie A16N%/ C0 t Q5772(lC-TV ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name pD p - Name Phone 1 S' Y�, 1-70V Phone SEPTAGE SER ICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY E me Name sue - c ( ne Phone " j / S— 3 e( 1 10 — (p (D This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &M and 83.54(1), (2) & (3), Wisconsin Administrative Code. r RIVER VALLEY ABSTRACT Fax )15 -386 7664 Auz;13 2003 I O1' P 02 k "THLIMM H. • WALSH REGISTER IUF'DEEDS ay sT G'80 d <• IX. CLa; � ry{ • STATE •, • BAR O ISCONSI Fd .' N RM 2- 908 W 1. �YARRAN Y'DEED 1=91YED:F'0& RI~CgRD ' � ;• "��s M tkaeentauebar 12/26/2002 ea 3 @AM This DMdR nave pet�een 1 4 EXFI4sT f •� . r ra . mot REC FES a 11.00 :•+ e tasota nn Co ra ton' t• TRAM S' ,,,. OTttllnb rpo �„ rDO i P . j � hi1R "Pm. Y Grantor, evai ,Trovwo4d Comoan es. t , CER7'COPY.•Y`Bt i9a► r, • PAM:, , > , � CrtaIltCG'ibf a.Yatnib{t troauldttiteanvtys Ltd wartarto to tvtattut fol�wlrla , dnpytpd carat. to St, Cr Cbunty,`5,un of N!IecoM[n � , Lot 64 * the Piat of Tk9y, Vill,aga t on tha Town of Troy sti. Croix County , :. C� , T Wovd C Oubliect:to'Declaratibns of.Covenanta, .CQnditiwia• and 11 tern Blvd." W.. ill A Retsbrictions ` tor, Troy.Viliage,'recorded i1;i:V61..1241, aK N 55042 Page, 2W, as 3)oc. No. 550964, and tine Declarition of C41f. CourpkeCovcrants, Couditiont nand Easeta rats,, recxrded in Vol 1241, .pa eI 30L, la Doce-96. 5549691 040 -1250 40 -000 all all appearing ii1'ttte Office of t14. Wister'ot.'Deeds. �•: fox St. Croix „Cotmtyi. >Wiscarlsin, and such:' ot3ler P” 10 '"�ve 1 enN 1 Nn0" aastamllts# restrictions aitd.'reaeryatitxts o£, rtecprd. Thi - it , snot hornana4ProtY ar its use,-arid the * o iigationq contained in �.` the P lrchase ,Agremaent for :tltie lot: , r V ' pp..,,..�__ E FP to warrantlec Y .;, Dated tech 19th ' daro[ December 2002 4 ;.� „ - • • _ Cllarits 3. Qwk, Prtsident ` Dp"d p mt Corporaticti (SFJ�U • , AUTI;ENTIiCATiON." ` AGKMOVY{ T;UCMENT U hi11j tiiatsasoft S tare ;ott4faeonafa, Anoka . at�t � u f 3 uUtettticatetl Utb day of QesauJly came' befaro the thfay�n daty l 6cem er;:, . t>*tned'. . C2taxles 5 "Cook Pree:ident r Troy DevelOj�nestt '; }011 Tilt E Mt BRMTE 94 OF wiSCORM .:' to krK m to tx.uw roar Pe._ Whe:.Y.ntad M fbre;ofA; f author bhs 57otiA4 Wei sSytsl Irow and adtnowkd the same. TKs INMUMDawAe•oFAFTED @Y TROY DEVELOPMEW ORpoRATIC�i son t R ck A.'John 1 Now ry PubllG�jtrw.c�lhrtMStwAnoka' County,'.liinn, ` t ClArlas 3. Co0{c, PreaJdQnt ` MY,eomm6,ron b''PemwnoG pf rwt, trait u�lradon date w 1 : §VMUWA.10AY b$'Wdrtttloa'ttd'or act W&J*dVW Bah at M January- ' �. �yyNt�wi+ �wil, ww�r� ..repv.+arirw%+al«.ihwupwlk. STATE sAk OF WISCONSIN ' uq JtUtRRAN7Y D1StD PORM No, Z - 1890 w. NO[I�iP� Dom` • '� �1NUAFK3112008� it , x2758 s F. _ 83 ' g 1 8 1 1.074 AC 8 1 1.441 ACRES 44648 SF. >E N 86.51' " ,1 A. t 4.� � 1.025 ACRES I I 33523' + + 1 1 N a E� o " 83'�A' 00" - 314.19' 1 _ I o `I I 86 l '- 78 45993 S.F. 84 - j 1 i 630 S.F. ' 1.056 ACRES `� �� - - � g I _ I � ACRES N 83roo' 00' E _ 6761 SF. t o 7.96' 1.073 ACRES CQ 5 83 � jL I C10 x.19' 00" E 33826' -11 1 280 to, I w LOUR =GQ�� y4•19' 00" E 31890' KIRK_ - E_-- v� s o7ro6.32- E J 'N 87 2 _ - -� _ 3r 45947 S.F. I 77 seo7' 1 90' a R =80 43732 S.F. 1 N I �. 4510' �i7a 224.4r Z 1.004 ACRES \ ��' N •00' 00" E I I 1.055 ACRES ^ c W N orw ou" w 6291 9 I , 31800' 4 F. 88 �• - l.os3 ORE o 76 43630 SF. 89 i 44520 S.F. N 4' 1.002 ACRES 44278 S.F. _ ^ 1 39 I 1.022 ACRES H . ? �• �"cb, 1.016 ACRES = W , N 00 " 3 w 3 4 2 1850 8 I ?0i 2108 Oo " E 3958 $Z 8 8 OUTLOT 7 44441 S.F. N I •'• , 91 I h-= 1.020 ACRES a , y � 46156 S.F. N N 90 00" w 7 I ; + •? 1.060 ACRES ' 1 58 , 9r. air, " E � 318.19' � " 7 74 45251 S.F. TROY ( VILLAGE �' W ' / 1 1.039 ACRES 92 ' I 8 44040 S.. W . w \ i 59 1.011 AdZiS ✓_ N 73 73 R =80' Z °t !i i 46539 aF. +! ,, 6 2 / 1.068 ACRES ti0 - - - - - - �- ' N 76' W 1 1 x'24" 5 $�, 93' e� I 214.0p w OUTLOT 10 / 60 ; ^ r 44397 S.F. 40198 S.F. 1.019 sACRES I f t �� 0.923 ACRES / = I ' , 72 + 1 10.96' . t 148117 S.F. NN • TOP OF t" i n 87'00 oo" w 6.40• 1.105 ACRES ELEV. 681.92 W 6• .20' o 1' c I ' rn S 87.Op• 00" E 2 4.48' Z 1 F" ' U N 84 00" E 7 4 6 1 A 94 , 8 1 8 233.81' 16 2 7 4' t 4 4)• • 43970 SF. t t ' W 1.009 ACRES g - - -- _____ _ J N om' 71 I I 158 40 1 w 3 ,2. 7• $ o N 44304 S.F. 1 I 54.47• _ 1 3 1.017 ACRES = 1 S 85*W 00" w $ 1 1 ss.00 I g= w 230 58' 69 1 70 62 I 63 I 00 �.. I 1 T_RO_Y_V I I � 1 65 I 3I j I OUTU 1 1 I I I 1 1 wII I I I j TROY IVILLACE IZ,IZ2q 68 i I S ANNES - - _ = P ARK W AY - - - f - �, 4• I I 1 I I I l