Loading...
HomeMy WebLinkAbout040-1252-10-000 p r� c F 30n d o1 0 cn 7C Z s Z Cn 7 r. Z Z p +P. 7 y O =r :3 < 7 O y Cl O N O h�l c 1 A (D 7 j CD CD N , 7 (D (D E aD aC° o y A a ° p n ° co N O ^ N a j O N D- 7 Q x C C C C M N Q O �o 7 N 2 N y l� pj (D N o cn v CD v y �? v cn v D eu a -4 . �}. CD Q? n ? ly m j? W a ( C a o a o c o °- ° o °- o c--� p D 10 O O 3 O O� c Z C• o S o C. o C p CD y y O C a s a s CL a a a 2 N C CD CCD M 'a M C. S CS y C C - � C C E 1 y OIQ 0) v 3 w d 3 N N N - v o a a- o O W W O W W a n a a ° - a� p CD K K G G 3 w N � 7 Cl CL N Z 0 a o Z�Z y o p o v �b'� m� o v wow CD �� O o' O 0- < N y m O C1 < CD y (D fD • c �CD : '3 c m 3 y y l�all1 3 y a o 3 y a a m e N CD vow 3w (D vow °. ° =v v< c ° — �CD S m '� c � c c o cur a o. mo, v0 3 CD n mo� v� 3 Z ° p C y CD Z 6 'Z O y C Cn ( i CO) o v? w o v_? w D c Z CD m y o m w a, a p Z w � w L7 m' a ° D af c y 7 0 7 j. cn -A m m 0 m w V A 0 � 0 p Z CD CD CL x ° x a ° CD CD > > 3 o_ n fN Z O O CD ? 7 7 ? w=° w y CO 0 0. w n 0 O y CO O n 3 78 w 5i�� m c ° n a, ° 5ia,3v' v°, o x3 nw D o ° W3 CL 0) D m O N° O CO .°.. p fD ° O N a C 7 C a N O 0 (� 7 R a N O o d r. C- Q Cp 7 C- CJ CD O_ CL � ? = 2 - p p p p 2 CSN < Q ° y QN « p y � °o m w C pp fD w y y v N3 a? (D v N3 a3 m A c y CD �f0 m C y 0 SC° cn 3 7c 2: CD N Q 3 7c _S CD Cp CT A N O y CD N C C w y CD CD C 'C C a y f D .w. C a y d CAD ••' Q� �� � Q 7� 7 � M y d y CA C N � y w y N y � A o 0 v C r y.m ao r t v y CD a O v y CD a O ti cn 0 N •y y X. CD N n 3° c 3° c _ y t0 yi m co H O = n = w O • b o0 (D A cD O N O O 0 O O 0 ~ N to O O C O O C1 'k y� N Al n co) o F. -0 n e ! 2 § : § 7 q ° cn J%I. k rc § E ■ / � { F � � � ■ � f/ 0 ° A- 0 2 , ym/ \i�m� g \ ° 0 / co Ln CL EEm \ , O gID �, ■ / § i R 4 y : � 2 \ � M \ \CL z C o o § r- Z 0 0 M E ■ . 0 0 0 0 . .. . _ ■ ■ ■ / -4 ¥ »_ a Or o / } m / C D k . / i &, m / ) � §0 ƒ g \ Z , �7 § �. , \ C k \/ CL \ ° C \ / z � E o 2 m . k \ 0 \ 7 2 o z CL � ® � � § � / -n . / $ � f \ _ � \ � � \ 0 � 8 ° : \ / \ 2 ST. CROIX COUNTY WISCONSIN PLANNING & ZONING OFFICE COUNTY GOVERNMENT CENTER 1101 Carmichael Road �••' =-= �`� Hudson WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4686 August 19, 2005 Brady Utgard Utgard Plumbing 112 North Keller Avenue, Suite 2 Amery, WI 54001 RE: Non - compliant POWTS - Installations without documented inspections Dear Brady: It has been brought to our attention that you are in violation of the St. Croix County Zoning Ordinance 17.70(2)(b)(5) and Comm 83.26 (2). Our records indicate that there are several POWTS that have been installed without any record of a county inspection. Comm 83.26(2) states: "no part of a POWTS component may be covered nor any POWTS component put into service until the governmental unit (St. Croix County) has had an opportunity to inspect the system ". The properties listed below all have been assessed for residential improvements, but our permit files have no record of inspection being made or dates of installation for the POWTS serving these residences. Permit # Issue Date Site Location – Subdivision, Parcel # and Township 420304 8/12/2002 L ✓l s- b Vi i 405173 6/19/2002 eet Grass Farm - t,-ews _4 405053 5/2/2002 7 ^* 7 �IxJPPt l ■7 7CC F ��1 a �4 i o ���z u,t Ba Z 41 405115 5/29/2002 of ood — 19.22 420350 8/22/2002 , 399432 10/8/2001 ows 16.29.19.21 n 405062 5/10/2002 L ot- 66-Secaie-HiHs� _3-��2459, 405136 6/6/2002 weet G s F 395259 9/5/2001 i Oo 1 F• Rive.; Pies@, 11 1 > 8 11 77 , Star Prairi 399597 11/27/2001 mot 40 Riv r P1$„e, :4.3 1.1 - ����. 405028 4L22/2002 10 acres @228 Glenmont Road, 25.28.20.627 -C Tro H.., IRC 40 4117%2002 Lot 71 Troy Village 2 A-dd., 19.28.19.1322, Troy Akr y 6 1'0_ry 463401 4/18/2005 of 11 Rocky Ridge Estates, 1.30.19.1179, Somerset We have documentation that on 6/21/02 Scenic Hills Lot 65 had an inspection that was cancelled due to rain, but never re- scheduled. The file folder for Lot 4 of Sweet Grass Farm had an out -card signed by Jon Sonnentag for 7/22/02, but again, no recorded inspection data. Lot 11 of Rocky Ridge had an initial inspection on 6/1/05 for the mound contour, but no other inspections were scheduled and as of 8/19/05 the Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division % INSPECTION REPORT Sanitary Permit No: 405015 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: Grosenick, Dennis I Troy Township 040 - 1252 - 10-000 CST BM Elev: Insp. BM Elev: BM Description: � TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STA70N BS HI FS ELEV. Septic Benchmark L.-.) �� 1 Z� /o Co tzar. Dosing Alt. BM c lea • /4adk �A- s , Aeration — aldq Se= Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION Ic t �- Z. TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet /1 Septic � � � Dt Bottom ��• Q U i Dosing Header /Man. Aeration Dist. Pipe Holdin Bot. Syste y -l-3 4° / / ? g 3 9� I , . Final Grade G (� PUMP /SIPHON INFORMATIO ) ��. I �(0� ! d 5 Manufacturer n /) Demand !St Cover 9..� eQl GPM --- Model Number � �� / _ ` L TDH Lift Friction Loss System Head TDH Ft 2�f lJ Forcemain Length -1-D` Dia. �� Dist. to Well SOIL ABSORPTION SYSTEM NCH idth Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIM SIO 2 SETBACK SYSTEM TO M LDG WELL LAKE /STREAM LEACHING Manu cturer INFORMATION CHAMBER O ,O OCt Type Of System: U Model Number: c4nAV t2� 3z DISTRIBUTION SYSTEM A Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) S f 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 OI�IIJp T (Inclu a discrepancies, persons present, etc.) inspection #1: C� Inspection #2: eW7 r tion2 t - AndDr Hudson, WI 54016 (SW 1/4 NW 1l4 19 T 8N R19W Troy Villa Lot 1 Parcel No: 19.28.19.1322 1.) Alt BM Description = I _ -,, , q� 2.) Bldg sewer length = � vYr `� I �j t4l J - amount of cover /-7 0 - -- T Plan �_ Required? Yes �' j No Use o er s! on ! rmatlon. -- Date Insepctor"s Signature Cert. No. -6710 (R.3/97) U D N � '�'� ' ©� Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, 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 not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 6 Sl0 ° Z — Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)). Property Owner Property Location // >I 11aWy �ro5e �\ Govt. Lot dW1AICA/1 /4 S l� T �� N R 19 E(or ' Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# ��o Grul�a��k 411, 71 City State Zip Code Phone Number ❑ City ❑ Village J9 Town Nearest Road A V&( 0I mfq I g 1 ( K21 6, W 45 8 st A nd re�vS New Construction Use: lily Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: L _p __ Parent material Flood Plain elevation if applicable yl �t�.•rr General comments and recommendations: It `n L td• �.b // A PR 2 4 5 r �titCNPS �b �b 2002 ST �R z pN /N l X 21JNT F T I Boring # ❑ Boring ,s[S n9 / ® pit Ground surface elev. it. Depth to limiting factor /too in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 17 -e_ III M `' I O 6v-/0 ?5yRs� oar,! o� Os r�-� rr 7 1.2- F z - - ] Boring # I ❑ Boring O IQSJ pit Ground surface elev. /' o � ft. Depth to limiting factor in. F sooApplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 14 a 2 y 7.Syi� r h� cs 46k n p ? Effluent #1 = BOD > 30 1 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Pleas@ Print) Signaft CST Number Address Date Evaluation Conducted Telephone Number /S- i ` A . D �S1l on ' G roser)rcf� p o - /zs2 -/0 -va Property 3 Owner _ Parcel ID # Y Page � of Boring F3-1 ❑ Boring 9 # ® pit Ground surface elev. 7.7,o ft. Depth to limiting factor & in. P*E fl#1 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary RootGPDM in. Munsell Qu. Sz. Cont. Color 'Gr. Sz. Sh. 'Eff#2 7. �/ �� s i t7 ct cs �► �- n �� /? 'O 5 c1 .5 a rvi i7 � � 4 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 a ❑ Pit Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SW4330 (RAM) e�h %Scl M41^ �rr "c� 5 Lo 1 1q A TZ /o Tro� 1 -0� 2 - 3 - 3 , Bm r ,4V(..3m= 6 d�COr�er 4 c��ecTiC I Z7 13 rled. a 134 es� i _ 97 Eo 133 Alec 3016 5/46 I pig Ian,, Z� �5ou�/� 13l L���s jQrlli c�1 � s Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Dyision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code ` County , C 7L0 — ' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must i include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. � ( percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location � E-"3 ' � j `S PAD r'1P Z. C, Gol* -� SvJ 1/4NtAJ1/4 S I T Z8 N R lq E(or W Property Owner's Mailing Address Block # Subd. Name or CSM# 7 Uy V I L.Lt�6E City State Zip Code hone Number E City ❑ Village ® Town Nearest Road 9pp L� V �SLt '( 1y N SS 1 Z4� t : y QL--2 2 2 0 0 2 �`-( Mkm& )s b e. g( New Construction Use: ❑ Residential / N jmbe6qf Code derived design flow rate GPD ❑ Replacement ❑ Public or co FFICF Parent material 'f'T L O Q'11�P N Flood Plain elevation if applicable General comments and recommendations: L� L LS L`PceE{ 3 ix S p' LBQS J-J P � U jk'r! OF a Boring # ❑ Boring ❑ Pit Ground surface elev. Rq 3 • Z ft. Depth to limiting factor 13 S in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 - l0 �0� �z.312 - Si \ \ w, b � rn`��- e:,, — z • 3 r cam, — . Z r 3 J60 Z S V 1Z3 S \M y bD- 13S10"i /6 a Boring # ❑ Boring ® pit Ground surface elev. Depth to limiting factor L[ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 Z �� -3 �o�t� ZL si i 1esl�k mkt- C 5 53 -6 - 1 •S v \ os9 - o* Ynv+- c>ti S bs -�4 lo�2s1� — S o sc) ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) jgn Si a 0 Z 1 6O CST Number Arthur L. Wegerer 220254 Address W e g e r e r Soil Testing & Design Service Date Ev Telephone Number 421 N. Hain St. River Falls, UI 54022 -- 1 - 1 -OZ 715 -425 -0165 _ 1 I , Property Owner G l?-a s� lC Parcel ID # u L 6 Z S� — Page Z of Boring Boring # ❑ ® pit Ground surface elev. �� ft. Depth to limiting factor ? LSO in. Soil Application Rate Horizon i Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 cj -1Z 1 ��23� — Sl 1 ", T Z lz -ZZ 1o�Q s16 - s1 1 l� sUk ��l- cs � • z. � � - 15 L21Z- 313 S l 1 S �1rc Yr1`Fl- C� • Z - 3 �( 3n _S � S`i17 -3/ — � S � S n s9 -owt h1 U`F1- Cl� � • 3 . S S F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. .•Eff#1 •Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 • Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg /L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format lease contact the department p rtment at 608 - 266 -3151 p or - TTY 608 264 _ 8777. SBM330 (R.N00) PLOT PLAN Page 3 of 3 '~ Scale 1 3Q' I - D� CQ J s o D V) n� 7C ��Z W fit- N- L � 1,1 N m r g �., �3� Sp• LOT , �bL 1 -_ gC,Ii.6S' o►j l` 1Zpti1 lPIE L-u.l Cofz.j1Z_. _ - - Qwl tt ? - EL, 04A �, — )-I� -OZ 715- 425 -0165 220254 CST Signature Date Telephone Ito. CST No. Job NO. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 eivision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must i include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. [ r percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Ikb M Ste) LC Goat -poi S1-') 1/4NLO1/4 S 19 T N R E(or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1`1.$' may.. VILLf GE Zr,� WWTMN City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road H7plrc�VfSt�L ( MN — , - - z �Zv c ) -= `f - M'M&)s b e. New Construction Use: ❑ Residential / Number of bedrooms y Code derived design flow rate _ 6 0 0 GPD ❑ Replacement ❑ Public or commercial - Describe: 1� Parent material G l—PT 1 . O V1kJPrS*l H Flood Plain elevation if applicable N r-1 ft General comments and recommendations: L) C- ELLS; Vie[ f 3 �j- So Lok1C 1 j U !V!`rj 0 F 6H 1�PrQ i� s �)Ew 10J b�1Z P'`OL a-E f , o'rTv h a �= AtiL eezLS 7 a Boring # [] Boring 21 pit Ground surface elev. 3 Z ft. Depth to limiting factor 13 S in. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 �D-t X31 - St l \ \M Sb k rn��- e:., - Z • 3 - A - �- o a Boring # ❑ Boring ® pit Ground surface eiev. � q 3 - 2 g, Depth to limiting factor I.'-I in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I •Eff#2 C-sb k »� - C.L"j \3151 059 - o* `A c>ti S bs -14 tort 2s16 - S p 59 - T - 1 ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signa CST Number Arthur L. Wegerer ' 0Z, 1bo 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation conducted Telephone Number 421 N. Bain St. River Falls, WI 54022 - 1 - 0Z 715 -425 -0165 a 4 Property Owner Parcel ID # L L l Z.S I Page Z of a Boring # ❑Boring ® Pit Ground surface eiev. 8 ,C) 4 - 0 ft. Depth to limiting factor LS'O In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 •Eff#2 a -1 Z 1L 31 — g 1 I "�T 3 2Z_,b t0`11ZS) (` ' 1 S`2ti- 31 3 S1 1 lm S ��rc m `Fy C�•.' • Z • 3 �( 3D_S - ),-S q 3/ V V`fl- C� — •3 . 5 S s7 -lso lo VA F-1 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 I "Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.6(00) PLOT PLAN Page 3 of 3 Scale 1'= 3p' Lor L 9 L i i iJ i 2 ! ti., ! al E I b B°! b I I i i LpT Ll n1 L. l u IZ00 Pt Pl L4_1 Cp 21`J 1Z - -- Qi^? �? - - -� • -- �..at.�- t� -. C�.1._ _Q U�'01�1_ G F hJl;v l'�C�w_ .. _ _ . .. _ .. __ -- -. - - -- 715- 425 -0165 220254 CST Signature Date Telephone No. CST No. Job NO. Safety and Buildings Division C ` 201 W. Washington Ave., P.O. Box 7162 37 visconsin Madison, WI 53707 - 7162 Site Address De artment of Commerce L -C S-d -3 977 57 Sanitary Permit Application Sanitary Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ Check if Revision may be used for secondary purposes Privacy Law, S15-040 m I. Application Information - Please Print All Information State Plan I.D. Number RECEIVED Pro rty Owner's Name Parcel Number APR 6 0 - / — Property Owner's Mailing Address Property Location 1 , SZON OIX COUNTY �,/ D t! -5 U-t 5i AUA ; S T N. R E City, State Zip Code one Numver Lot Number Block Number Subdivision Name CSM Number ssl II. of Building (check that apply) OCity tq 91 or 2 Family Dwelling - Number of Bedrooms ❑Village b ❑ Public/Co rcial - Describe Use ownship El state Nearest Road '3yc M. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. For County use 1 New 2 ❑ Replacement System 3 ❑Replacement of 6 ❑ Addition to stem Tank Only Exis stem B. ❑Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) �C�G c ,d, , n , 44 Non -Pr 210 Mound 47 ❑ Sand Filter 50 Constructed Wetland 22 O Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 O Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. D' mil/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Proposed ✓ Rate(Gals.Ma s/ F 71, (Min./Inch) — f El aa�on Required /) y Sq• 1 S 5 { 1 q tilt !/ / I " ° I �2w ?hf Y VL Tank Info in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons isti Gallons of Tanks " - Concrete Constructed Glass jCapacitqy w Exng �C� nks Tanks ( 1 Septic or Holding Tank a Dosing amunber VII. Responsibility Statement I, the undersigned, assume responsibility for ' lion of the POWTS shown on the attached plans. Plumber's Name (Print) _ _ _ Plum s Si RS Number Business Phone Number Ef&tz (',��� o7ad 3.�� 7 15 X 8 - b Sys Street City. State, Zip c) P1 Address ( tY VIII, unt /De artment Use Only' Sanitary Permit Fee ('includes Groundwater Date Issued Issuing gent Signature (No,Stamps) Approved ❑Disapproved Surcharge Fep) J ❑Owner Given Initial Adverse Determination` IX. Conditions of for Disapproval , T/ �,�1 1VLCC�U d J did 7� Attach eomplete plans (to the County y) for the system on pa not less than a :s In size SBD -6398 (R. 05101) I /OIL y c - loo &�P4 - = s k l®0 ` elk e34,5? 33,1 �c 3 v i JO +� s P- 1-7 I ) WisconsiA 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 Environme B Design Attach complete site plan on paper not less than 8'h x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal referencepe47I;(5Mj dir&ction and St. Croix percent slope, scale or dimensions, north arrow, and aljor\ A4 dlsthoci to,pearest road. -- �I,_ ._ Parcell.D.# APPLICANT INFORMATION - Pleasgpr' tall fop ation, Reviewed ,y Da Personal information you provide may be used for darYPu p'yACy, s. 15.04 (1 ,(m))• ` / 9 9 Property Owner f A Property 4ocation Continental Development 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, Suite 236, Troy Wage City State Zip Cone f,Rhone Num F FiCE j7-G* ❑ Village ❑Town Nearest Road Minneapolis MN Troy St. Andrews Drive ❑ New Construction Use: Z Residential/ u ooms 4 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 609 = gpd Recommended design loading rate .7 bed, gpdM .8 trench, gpdHP Absorption area required 857 bed, ft? 750 trench, ff Maximum design loading rate .7 bed, gpd/W .8 tr ench, gpd/fF Recommended infiltration surface elevation(s) By Designer ft (as referred to site plan benchmar Additional design / site consideration Final grades to meet code Parent material Loess over Glacial Outwash Flood plain elevation, if applicable ft S= Suitable for system Conventional Mound In - Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system ®S ❑ U ® S❑ U ® S❑ U ® S U ❑ S N U ❑ S® U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Consistent Boundary Roots GPD/ftz Boring# in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 1 0 -9 10yr3/3 - sil 2msbk mfr cW lvf .5 .6 2 9 -20 10yr4 /3 - sl 2csbk mfr cW 1vf .5 .6 Ground 3 20 -44 7.5yr5/6 - s osg ml cW - 7 8 elev 99.96 ft 4 44 -105 7.5yr6/4 - s osg ml - - .7 i Depth to qr •� 1 7 limiting factor >105 Remarks: 2 1 0 -17 10yr2/1 - sit 2mcsbk mfr cW lvf .5 .6 2 17 -24 10yr4 /4 - sit 2mcsbk mfr cW lvf .5 .6 Ground 3 24 -36 7.5yr5/6 - s osg ml as - .7 .8 elev 100.11 ft 4 36 -100 7.5yr6/4 - s osg ml - - 7 ; 8 Depth to 2 " limiting factor 7 >100" Remarks: CST Name (Please Print) Signature: Telephone No. Tom Nelson 24 - 24 S Address Environmental Byi36iign Date CST Number Ref# 2/2/98 L 6 26 I ROPER f OWNER: Continental Develoument SOIL DESCRIPTION REPORT ® Page 2 of 3 PARCEL I.D.# Environmental By Design Depth Dominant Color Mottles Structure GPD/fts Horizon in Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. onsistence Boundary Roots Bed Trench 3 1 0 -2 10yr3 /3 - sil 2mcsbk mfr cw if .5 .6 2 2 -11 10yr4/4 - sil 2mcsbk mfr cw lvf .5 .6 Ground elev _ 3 11 -35 7.5yr5/6 - s osg ml as - 7 8 95.46 ' 4 35 -40 7.5yr4/4 - s osg ml as - .7 .8 Depth to 5 40 -130 7.5yr6/4 - s osg ml - - .7 .8 limiting Site to be graded so as to meet grade requirements of code factor > a /uC ✓ �� Remarks: 4 1 0 -2 10yr3/3 - sil 2mcsbk mfr cw lvf .5 .6 2 2 -11 10yr4 /4 - sil 2mcsbk mfr cw lvf .5 .6 Ground elev 3 11 -32 7.5yr5/6 - s osg ml cw - .7 .8 100 ft 4 32 -46 7.5yr4/6 - s osg ml cw - .7 ! .8 Depth to 5 46 -110 7.5yr6/4 - s osg ml - - 7 i 8 limiting factor >110 Remarks: 5 1 0 -12 10yr3 /3 - sil 2mcsbk mfr cw lvf .5 .6 2 12 -33 10yr4 /4 - sil 2mcsbk mfr cw lvf .5 .6 Ground el 3 33 -47 7.5yr5/6 - s osg ml cw - 7 .8 91.61 ft _ _ _ 4 47 -105 7.5yr6/4 s osg ml 7 8 Depth to limiting factor 2 >105" Remarks: 6 1 0 -10 10yr3 /3 - sil 2mcsbk mfr cw lvf .5 .6 2 10 -30 10yr4/4 - sil 2mcsbk mfr cw lvf .5 .6 Ground el e _ 3 30 -40 7.5yr5/6 - s osg ml cw - .7 .8 92.46 4 40 -105 7.5yr6/4 - s osg ml - - .7 8 Depth to limiting �, s V ,S ti c' �' ij �h� y factor >105 Remarks: 0 BY DESIGN 1432 120 STREET, NEW RICHMOND, WISCONSIN 715- 246 -2454 PROJECT NAME TROY VILLAGE 2nd ADDITION DESCRIPTION: NEB/, NW /, SECTION 19 „T 28 N, R19W TOWNSHIP: TROY COUNTY: ST.CROIX LOT: 71 SUBDIVISION: TROY VILLAGE 2 ADDITION b 83 \� 4 v) j� b\ V h 0 0 P as SCALE 1"=40 Tom Nelson BM 1 SE corner post ground surface elev. 100' cstmo2605 BM z NE corner post ground surface elev. 86.S7' • ST. CROIX COUNTY SEPTIC TANK MAINTAINANCE AGREEMENT AND OWNERSHIP CERTIFICATE FORM Owner/Buyer P h V7 (S ` ma r?d - Mailing Address l q$ 7U G ►'C(i'o d A Av - Ap l e KQ I i ?/ A SS 1 Z T Property Address �? 7 Z ` '5 A m " I (Verification required from Planning Department for new construction) cu -v// City/State I JU On I V r Parcel Identification Number CQ — I Z5 2 — 10 -0 00 LEGAL DESCRIPTION Property Location S te ' /,, N /. Sec. l T . 29 N-R /9 W, Town of frO q Subdivision 1 ro y Vl i t a W C' Lot# J Certified Survey Map# , Volume Page Warranty Deed# 051"62.0 , Volume I:ZZ Page (02- 3 Spec house yes X no Lot lines identifiable dy es no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result 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, journeyman 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 th Department of Commerce and use 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 W days o`thz three ;;ar expiration date. J n �/��� �✓ � ✓(� -��LY £� .' ..� � ,���� ��. �� �� �. � /� /o'er`- �2(��L -�'�i 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 property described above, by virtue of a warranty deed recorded in Register of Deeds Office. *SI APPLICANT DATE •••••• Any information that is misrepresented 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. f-RON GROSENICK PHONE NO. 9527362966 Apr. 89 20M 16:55PM Pi a dour COW" T I SrM TAM MAIARAI UMS AGVJMFAW AND OWISPO It CUTWICAT9 raw Ow1/lnfel_ D[►u�IS [ 11AQr T br8,�th l �' - ._.,.....r ie dbe POSPOW --- c�o�aM»�Y.htt_ b111MIAcliep "- -000 Vitla C ,_._Iso c»tM tiete�l/► w t/� M . va. �e_. ......._.,_.__Ms.._.,_ Wew�ebr orr .�TlE�St w 1hlw� � 7%r 2 am mw— y11 JL Ut Mm k weM11" —L—M ..,.. �e sawwww wa r m % mmeryaw flog mw mw its haw a hwdb 1paaw. 11w MdeNM�poO eentitb or aye On mple m* cary Am)w n or ssalett, if *add by a Uowrd pre eietl eles 1y�aw eaMl dibet 0 etdw ftO6c w& w s twdwlne m v In del wasp TIK plpww a NW* aft C eft 1111 nN1t • mose im Anw.yNO OwwN byamm �� w,d . a�wq�wOPAW,"M� rMwR.IivwwdP �b�i i+)MNa► oft 4bp1e d e�tem is ip pow ope ft wndd n mWw 81 10.1 b ippaWo *4 poplp (if Maws n). M!1 �ftA><$1fpt�1 i/3 � rfsYA� Il1rt. � MMt�N�lr etsrl need dis aMrs 1�{1en11�i 1�d �!� a fllv1�11 des p►1.1ee nwlp dMMriet 1Y1Mip wy em a nftdl aet ". Imck , am by dt depwtmm otCsTMOM aid a" Ow 01/1w vww oaf wmww 209W OM Ales of W i OMM CWA11tbn MR dui row upie spUm Me boos mdnwbm d salt be OMO MW wed r w �-" A. CMix C ft OtMM ti/" 10 de" offt 9M )m 1NIIt1m do. s 1 ) !► o11i ttManwea en d" taw we lm %1M WO gray (M) bkw&iMp l lam) am (O"O 1,01 Offim etOw pq w%F dwaiblf sbm% by vww e!d . di --- rj r *"some" Ip Reflow gr « Ia1�/1 �d�111N1111M1as w,Nprw.le dlr,.. drelledlw.dOssllsAe� ..wf.tw. spar Irnrg y u1NMt..ler. ill far/ w.nr 1p•. POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page / of 2/ FILE INFORMATION SYSTEM SPECIFICATIONS Owner 6 Septic Tank Capacity ` Q a l ❑ NA Permit # Q �� S Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ,' ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model — ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity a l ❑ NA Estimated flow (average) 4 1 6 0 al /day Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) Q gal /day Pump Manufacturer r" ❑ NA Soil Application Rat ,'7 6W , gal/day/ft' Pump Model ❑ NA Standard Influent /Effluent Quality average* Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD :5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L Kin-Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) <_30 mg /L ❑ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) <_10 cfu /100m1 ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ 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 every: ❑ month(s) (Maximum 3 years) ❑ NA year(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA & year(s) Clean effluent filter At least once every: 11 mo nth ye ar(s) l ❑ NA Ar Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ NA ❑ year(s) Flush laterals and pressure test At least once every: s) ❑ year(s) ❑ NA Other: At least once every: ❑ month(s) ❑ NA ❑ year(s) 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. N -M Page 2 of START UP AND OPERATION ' For new construction, prior to use of the POWTS check treatment tank(s) 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 replacement 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. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ 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 Name Phone — Phone . - SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name Phone Phone �, � 0 This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. 4 p 1 VOL 1726 PALE 623 6S -/ 16=1 0 H. WALSH STATE BAR OF WISCONSIN FORM 2 - 1998 ^:IiG is TER OF DEEDS WARRANTY DEED `' 'O W f Document Number F OR RECORD This Deed. made between T roy Development Corporation, a Minnesota Corporation Grantor, = and Mary Elizabeth Grosenick and ^ar:;:. FEE: 270.00 a nd wife Dennis Dean Grosenick, husband a `? J• - -: i:. )J Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate In St. Croix _ County, State of Wisconsin: ;t r. Lot 7_ of the Plat of Troy Village 2 nit Addition in the Town of Troy, St. Croix County Name and Return Add,ess Wisconsin. Mary and Dennis Grosenick 14870 Granada Avenue Subject to Declarations of Covenants, Conditions and Apple Valley, 14N 55124 Restrictions for Troy Village, recorded in Vol. 1241, Page 256, as Doc. No. 559964, and the Declaration of Golf Course Covenants, Conditions and Easements, recorded in Vol. 1241, Page 301, as Doc. No. 559969, all as appearing in the office of the Register of Deeds 040 1252 - - 000 for St. Croix County, Wisconsin, and such other Parcel ldentification Number (PIN) I. easements, restrictions and reservations of record, This is not homestead property. or in use, and the "Buyer" obligations contained in (is) (is not) the Purchase Agreement for this lot. i I f i I jl II �� II Exceptions to warranties; Dated this 7th day of September 2001 l i i (SEAL) (SEAL) li Charles S. Cook, President {� Troy Development Corporation ' (SEAL) (SF -AL) I I i t AUTHENTICATION ACKNOWLEDGMENT I I i Minnesota Signature(s) i State of Wtecorrstn, ss. it Anoka I (i County. i) authenticated this day of Personally came before me this 7th day of September- 2001 . the above named I I) Charles S. cook, President I I Troy Development Corporation V III TITLE: MEMBER STATE BAR OF WISCONSIN to (If not, me known to be the person _ who executed the foregoing authorized by §706.06, Wis. Stets.) instrument and acknowledge the same. I• THIS INSTRUMENT WAS DRAFTED BY TROY DEVELOPMENT CORPORATION Nancy L. Clift - i Notary Public, State."lseonsi »Anoka County, Minn. Charles S. Cook, President My commission is permanent. (Ir not. state expiration date: i t (Signatures may be authenticated or acknowledged. Both are not January 31 2005 .) necessary.) • None, of pe,sas ill"I' a in ally rapauey n•,n I.e.yl d or prbued below lbOr.iii . ..... STATE BAR OF WISCONSI W-m. h Legal aan. Co.. ft. M ' WARRANTY DEED FORM No. 2 - 1099 NANCY L CUF, ew - ee, W.... _ ` IIDUR pixc-- #AwES= MY COMMISSION OFIRES JANUARY 91, 20M N N I �— YYJLV J.( . Fs 89 c I N OD cn N I 1 .022 ACRES N 278 S.F. Z 3 � W N 88.00' 00 W )16 ACRES $ $ I 318.00 3 I 8 OUTLOT 7 ►0�' 0 oo " E 3 95•x' N 75 $ - - - -- ci N I I �,. N � Z .� 44441 S.F 91 I 1.020 ACRES 46156 S.F. N 90000' 00" W 1.060 ACI E, 318.19' 8 w r 45251 S.F. 1.039 AC RES CL + 92 N MOM 00" W 44040 S. 'v 339.19' 1.011 ACMES r N N �. , i$^ 46539 S.F. a ry ti C � w i w 1.068 ACRES ryry •� St Croi Ste x N 76. r k� Cc►.. ;t 1r �ra..in�.1e c n ry z'4°a?4" w OUTLOT 10 93/ 1 N 40198 S.F. -Ale 44397, S.F. 1 v, c 0.923 ACRES 1.019 ACRES �0 w 10.96' . ' 14 8117 S.F. N N N IRON PP EL E - 881.92 " ( ACRES 1 $ I 1.105 00 W 6.40 0.20' c $ rn 00 " , I cr 56 7 2 Ail � 94 $ $ _ 33 192,1, , 16 43970 S.F. i t 1.009 ACRES 1 00" w 312. 7' at a ° 1 44304 S.F. � 1 154.47' Z ' s 1 1.017 ACRES - 1 m 1 S 85.00' 00" W °D 1 66.00' 8 .; 69 70 1 g w 230. TROY •oo � 1 1 `cnl 1 OUT 65 I Iol wll 68 > ` `°• SOY 1 VILLAGE z I — T — — — QI I�I I ' W