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022-1065-10-020
0w 3 -V 0 d jam, O y£ G O ion .. T m w (D / * 1 w p z z O w Ill � W N `C = p C tE3 N t�ii 7 N N �r • co = N = n . O Ln r � = W 111 CD W CD p d p O N eT l S� ` i i N N 4 7 O C lr d d -4 p m Z D (D a T - C x CD ti v r CL N pp pp m N r N A a_ O o m I ,o ADZ t� N N Cr D O < p N A N Ut G7 A O N I C 23 N 3 r. a a z z z D 4 m O D D o' @ r►+. D CD CD v �l CD c W n 3 z m -� fA p p p Z m cn ;a K p' z _. z N M N) W o W z o Z w 0 m 00 N (D A W D a a v c o ° CD T a F .A a 'I w N O O V A fa CD p O A O N tz C) �, yr Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT sanitary Permit No: 395238 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: Eliason, Kevin I Kinnickinnic Township 022 - 1065 -10 -020 CST BM Elev: Insp. BM Elev: BM Description: 3 Zo b d 6 e-- TANK INFORMATION ELEVATION DAT TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic (pQ Benchmark (o V /0 . Dosing Alt. BM s: 3 S e Aeration Bldg. Sewer (, 0, Z Holding Ht inlet p (3 t Outlet TANK SETBACK INFORMATION �' V l o p, ?Y TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet , d Z Sep Dt Bottom 1 146 / p 2 Septic � �- � 3 � _ Q Dosing H r , Header /Man 3 1).D p/ Aeration Dist. Pipe l / /� cR Holdin Bot. System C 0 Final Grade PUMP /SIPHON INFORMATION Manufacturer and St Cover � N r GPM Model Number ! Z� TDH Lift Friction Loss System Head TDH Ft Forcemain Length , Dia Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Depth DIMENSIONS / / !/ / Z �° 7 M� SETBACK SYSTEM TO P/L BLDG W LAKE/STREAM LEA Manufacturer: INFORMATION CH BER OR -- Type Of System: .( e t m/ UNIT Model Nu DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake U Pipes) r r/ / � > 0 '�— Length Dia Z Lengt Dia 2 Spacin :3�6 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 [I Yes ❑ No (] Yes Fal No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 1!_L Inspection on c Location: 1377 Friar Tuck Lane River Falls, WI 54022 (NE 1/4 NE 1/4 23 T28N R18W) NA Lott 5 Parcel No: 23.28.18.35320 1. P Alt BM Description = e°� "`� y� 3 - y ! oC 4 / e 5 2.) Bldg sewer length = /� /S\ I'g �t/C ` 44 - amount t of cover /, = > > 8 rr tP •J �AT,C, S��Y�+n� -- l �;U�.„�)trv' S` Plan revision Required? ® Yes No Use other side for additional informati Date Insepctor nature Cert. No. SBD -6710 (R.3/97) Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 SF6• CM / x �Sti�i Madison, WI 53707 - 7162 Site Address Department of Commerce ,, Frlar UCl/ tan-e kary Sanitary Permit Applicatio ' Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal informs' provi r ' 3°tSZ3$ ma be used for sec ondary purposes Privac Law, s15. ; "P "..!r QQ k if Revision I. Application Information - Please Print All Information _'; State. an I.D. Number / 663.33 Property Owner's Name LL Parcel umber l �l SPn ry S- p, a — Property Owner's Mailing Address �' 'ho` rty L� ocation (p'7/ 1 !Z �• i / y !Q //7 S� 14N6 �'A;S� T00 . N.R City, State Zip Code Phone Num '� Lot n Block Number �, (� Fads I 10 1 5�oa a (o s( 7 31 - / t . q , � Subdivision Name CSM Number Vialk4 ( V. 1S ---> 65 q(0Y F H. Type of Building (chc that apply) -3 ❑City 1 or 2 Family Dwelling - Number of Bedrooms ❑Village ❑ Public /Commer - Describe Use r YTownship inn G ❑ State Owned (tt " U Nearest Road ' x 114 � as -io 4s -/v - o a o III. Type of Pe : (Check only one box on line A (nifinbering scheme for internal use). Complete line B if applicable) A. 1 New 2 ❑Replacement System 3 ❑Replacement of 6 Addition to For County use oZ , oZ , System Tank OWd Eistin System B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that annlv)(numbering scheme is for internal use) -1C _ 44 ❑ Non - Pressurized In -Ground 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 u Holdmg 'tank 48 ❑ Single Pass 51 ❑ Drip Line 45 X At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Dis ersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals. /Days /Sq.Ft.) (Min./Inch) Elevation `/o J I a . /do, o ` /p� VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks 1AJ e 6 f ir 1K Septic of Holding /(mob /&00 Dosing Chamber O 1 1 t VII. Responsibility Statement- I, the undersigned, assume responsibility for Installation of the POWTS shown on the attached plans. Plumber's Name (Print) her's Signa MP/A4RRS Number Business Phone Number �accC 0.T Sftanc r aasy5/ '7l5- z 5- 6,5W Plumber's Address (Street, City, State, tip Code) Al g a 3 o 91/5` T i ucr Falls, it) 1 S c/ zz VIII. Coun /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issu' Agent Signature (No Stamps) - Surcharge Fee) 13 Owner Given Initial Adverse . Determination 32 S. 2M IX. Conditions of Approvg for Disapproval ����� � , �W ` S SAS `t° oadY 40 aA MkJJ A s w itL hA d1.�.Q U4 /tuck PZ w ss -}ekA-k l 0 . ( , W, M 4"k sue` `E �l � (� M w� w /c .� s , S "r � (to the Comrty th on paper 081 hAAL 2 x 1 es W n SBD -6398 (R 05101) `S `mot, �- Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 *Division of Safety and Buildings 9 in accordance with Comm 85, Wis.' Adm. Code ST • 111 _I Attach Complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. Plhl G percent slope, scale or dimensions, north arrow, and nl ante to nearest road. Rl ease print all i •` ` Re iewed by Date Personal information you provide may be used fo s ary urpa(Pri cy Laws? .04 (1) (m)). Property Owner p f Pr rty Location t M'E� 1/4 NE 1/4 S 23T Zt N R 18 E(o W Property Owner's Mailing Address J ~ # Block # Subd. Name or CSM# 11 - IS t �Z Tu ....�, L IT x C.Sm City State Zip Code Ph a 1� OF-FtCE City ❑ Village [ Town Nearest Road RSV �Z 1-FrLL9 svo Z c - ` r�- L)v►.�tek� N 1 e i FtzcAiZ MC ® New Construction Use: ❑ Residential / Number of be ro ms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material U P l..PO> b '3 Flood Plain elevation if applicable N • 1� . �, General comments and recommendations: `i. sTID-t -. ©Boring # ❑ Boring ® Pit Ground surface elev. 0 fL Depth to limiting factor 5 S in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary FRoots GPD/ft In. Munsel ' • Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 2 s -�13 �o�cr��ty — 1�s lesbk m v +i Ls .6 3 4i3 SS ID`1RZ61.1 teSbFz >n V+� � ss-6� 'Pi - )•S -ZMS /a 011 24 V'4. - •L! .6 a Boring # ❑ Boring ® pit Ground surface elev. $ • 9 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 0 - 10`10 �LZ — L`�'g L C3b�L YYw'P -' Ci'S 1v� Z- :S-3L 161-tw -vtv CS rnv`FP �S - •6 3 6 -� 10 2613 - s Lesbk m v�A- toy-p- 61 +tk - 1 - SLirz. /0 rn V'fi- QJO(L s eb ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD < 30 mglL and TSS < 30 mg/L CST Name (Please Print) Suture . CST Number Arthur L.• Wegener /a 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 5_S_Ul 715 -425 -0165 f � Property Owner Parcel ID # Page Z of N 3 Boring # ❑ Boring ® Pit Ground surface elev. 100 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 1 o -S i6 >z zLz 1 tcsb vn V �- Cw — , y • b 3 �10 -y q 1pYf2. 6! 16 Y2 611 - )S L IP- S s p �, V`F 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 S 13 O 0 Z Q C on •� Boring # ❑ Boring ❑ Pit Ground surface elev, fL Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 1ft 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. SBD -8330 (86/00) Y PLOT PLAN Page 3 of � Scale �"I1_ jt loo .0' oi) 6 `�T�L, Ha_. PUc PIP w14-1) . 8YA -2 -LL.lk l )t - I `' k a K k k t i3►"1 FFI � c d - ^� ! 0 1 00 X -- - `a %.--% �c V' S U L�z Pi1ZI!'Ar FO R \ T- G1zpcDE sYS� D `to R-D x S« 715 - 425 -0165 220254 CST Signature Date Telephone No. CST No. Job NO. tp(ak_ 12o s - 17 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 bivision of Safety and Buildings v a in accordance with Comm 85, Wis. Adm. Code County S-7 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. p ) �J I A J G percent slope, scale or dimensions, north arrow, and location and distance to nearest road. R'/ease print all information RMby Date Personal information you provide may be used for secondary purposes (Privacy Law, S. 15.04 (1) (m)). Property Owner Property Location � � �`� SPr►� i� - Govt -l:et M� 1/4 ME 1/4 S ZS T Z b N R 18 E (o W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 'IDS F�Z I r r \ _PQ 67 L R')V £ /,a, I — � �AoS� cSr-! City State Zip Code Phone Number ❑ City ❑ Village [R Town Nearest Road Rt U M F W i I SV L 0 S) LI Z 6 - S L q 1 Mt-3 Lela ),j �,j 101 FZ1 Avm clz L_MJIE�- ® New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate 7 GPD Replacement ❑ P ❑ Public or commercial - Describe: l` Parent material V h L",jZ) S Flood Plain elevation if applicable N • . 7 7 General comments and recommendations: a Boring # ❑ Boring G Cr ❑ pit Ground surface elev. ft. Depth to limiting factor S 5 in. $oi(Applicaltion to Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary R t in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 *Etf#2 1 b -S ioL2fzz -1Z — \�^, \CS1� mvt� L to�tvzyty 3 X13 SS 1 0yVZ6L t� - SbFz wt V`� - •4 .� �p�7Z61 5 - Z rz.S /8 0�11 m L[ .b ❑ Boring # ❑ Boring Z ® pit Ground surface elev. $ 9 ft. Depth to limiting factor L 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 o -S )oLIR- z1Z te. sbvt_ rnw C�. 1v� Z S -3 16`t12VIV — I ds Lesbk vriV'f4- 3 6 -qy l0 K/L 6L3 _' �S L esbk m V�A- 'f tx-b 10Y. 613 z.sLtlZ_.s /s s caw, M v ,� •� J -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) S CST Number Arthur L.- Wegerer d. 220254 Awl We g e r e r Soil Testing & Design Service Date Evaluation conducted Telephone Number 421 N. Main St. River Falls, WI 54022 S -UI 715 -425 -0165 Property Owner Parcel ID # Page Z of 3 Boring # ❑ Boring ® pit Ground surface eiev. 100 • S ft, Depth to limiting facto 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 o_S lr,� tZ ZLz l lcsb rn v+, a. lv .b Z s -V o to Lc rZ Y,( l c SbVZ Yn 3 qf) -qq l p YI2. 6 — l C s b t - c �( �! q -SY 1 f3 Y2 613 `�l� - 7 -SY2 S 18 Vq v+►- 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 - - _ m9n- 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. SOD -8330 (860) `r PLOT PLAN Page of �_ Scale 1 5-) d/ i 3w1 l� -1 � o 0 (r b B.S p S cog f'f�1 FO 2 GQ�DE sYS`� 7 � ct-� S��y.+oo9 P° Lo tOyJ s -A x 305. S ' ��• S - S - O� 715 425 - 0165 220254 p ) 8g ` 6 CST Signature Date Telephone 1--To. CST No. Job NO. Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites {t�+ccc'u1igt4 tern I.R 20 &1f the elttcig n t atI 4rosiAt }tr�I p lan neesavbe submitted end a roved.: nor to t he Issuance of bwlilingprnits #ar 1 & 2 faintly ztwlltng Yinin: :; PP P jv!c1CtOtS where the ao�iarosoa contrpl pr4ytonS �nl the nif4rin i)wCllutg GQdC are �nfttrd. '# I Standard .�rctsion.f'ontrol.�.lan.�s.. cuvided to assist. n�ti.tir• t2isr`: uicement. ; .......... v.v.v ..tv ....... .... .. n..:.t.... -v.... ....... .......... ....:: :....: :.... �:::. v .:.::......::.................. : t:•.. ::::::. v, {.::4:'J: } }:: }i - ' ' � '. �:.:: £.v::v :v:.� \• }::: •Y.: ::: h. Vnvxv .:: ............................... ... ................. . {..... \4:}...........:: nom::: v:::::::: :w::: �.u.................. ..:.,...:.. :{....:. - ... ,xw: :: -- ..: v...vv....+.v.v: .v �i: :... f. :: ....:::: ...::::.:v: �.v :•: •:: ^:::::: � � :.::: :{v. :.f: }.•: w: - iJ:.':. • }:' }.v ':.v. ..:•::.j •:::::: :. .: �:::.::::: mow. .::.v:.�' :{::•.::.v ::::::.:::::.:::.:: }ii: {•i: :: {vi }: { { ?w:::: :• %•}'{ } !:nv ; :::::::::: ; ::::. y .:.2. }:• :.:. .x....i ...... ........ .... .. .. .....: :..:..: : } } }: ::: <: >;:utldut .. rs;tave:utbn >ta r uest:rasta onl �rteasurestot : -: :.:....cal ;r .. ulrecl {by >Cbdewhen :.:...:.....:..: .......:....:.::......:..::....... ............t.................. ....... ............ ............t....t i .t.'.......... ........ -.... ......................., ..,:.:. ..........:::.::•.:, ••::: :..:. ::::.:v: •{:.;:. ;Y::: }:. }::•;:.::.:::::.:::::.� <,auclt m ores are ti timed ecx sa to .meet the God r�veral orma ce Yandar tsE ke p is sotl ott site. '.:: ........ :. + :::..:..::::....:::.. ... . . IGoristiuim" `ir ... . t a...... re.thaa:5>a' es' <i<ir>are€ rt ota tlevelo went that. s utbs me rc ian:3:.: <: ..::: :..:............ .......p..::.ro ects tri.. ..t:.tsCurZ::m................. ,...cr .:.:. .:::..............:.t.......... O }:•: %... ... .. {.. {: .. . {.. .. { {... .. .... .. .. - }. .. ..:: .. .... ... : .: ..:.:... ...... ........ .i : ... :.v :..i':n. {..:..: .: ..:::::: {i� :::.:..: .: :.:: . -... •. :.: ....: .::i: .•.. :...: .:.i::.�.:v' :.: v:: :.:: -.':• :i t..btatti. stitcti0n;: ::site {,t�Tt1:.;Wd adts�2�r a wit.. frton?t tfi�;.�?Vl�blslm`:::<: .................... ... ............................ :$.:... Pe... artmen ' f+ ar ces::{.:>:«};>;::>::>:::>:>::>:>::>::>:»>::::»;::{:::»:::>::»<::;::>;;:<::::::<><:>::>:<:::>::;::>::>:::»:Y ;:: » >::;;;:.::; } >:.;:.<; }::;:«; ::.:.:.................. ......................... :....: I4Zexo ...:.......:::............. :...: .............................., ......... . ............................::: ::::..................:.::..:.. .:.:. Applicant: Vi t4 FOAYON ( 66 - 73 7- 97 93 Name Daytime telephone number 64J lv l , glvle4e Street address, city, zip code Landowner. SAM E V E Name Daytime telephone number Street address, city, zip code Location of the building site (complete as appropriate): A 1 45 quarter of Section Z 3 . Town N., Range Lot 5 Block /37 F"F-iArO-? TOcK LAIJ Street address Instructions: I. Complete this plan by filling in requested information, marking (./) appropriate boxes, and completing the site diagram. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. 3. Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW - Extension publication Erosion Control for Home Builders can be referred to for assistance in completing this plan. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 60gf266 -3358. Erosion Control for Home Builders (GW0001) can be ordered through Cooperative Extension Publications, 608/262 -3346. 4. Submit this plan at the time of building permit application. ChO& appMpriate boos below, and complete the site diagram with necessary information: no; a CSPo u� site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. ❑ V Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ / Location of storm sewer inlets. Ll' The gradient and direction of sl before grading operations. $ The gradient and direction of slopes after fin grading operations. e y e,,, Location of existing and proposed buildings and paved areas. E3 H Overland runoff (sheet flow) coming onto the site from adjacent areas. / Erosion Control Practices E3 N( Location of temporary soil storage piles. Note: Although not specifically required by Code, it is recommended that soil storage piles be placed / behind a sediment fence or more than 25 feet from any downslope road or drainageway. to Location of graver access drive(s). Note: Recommended gravel drive design is 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick Drives should extend from the roadway SO feet or to the house foundation (which / ever is less). ❑ P! Location of sediment fences (filter fabric fence, straw bale fence) or vegetative strips that will prevent eroded soil from leaving the site. ❑ Location of sediment barriers around on -site storm sewer inlets. ❑ l/ Location of diversions. Note: Although not specifically required by Code, it is recommended that concentrated flow be diverted redirected around disturbed areas. Overland run (sheet flow) ( drain a geways) ( ) 19� from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. • (/ Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or by seeding with use of erosion control mats. • W Location of practices that will control erosion in areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked soil, and rock rip -rap. When used; a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area In- channel practices should not be / installed in perennial streams. 13 11! Location of other planned practices not already noted. y rn Ch 41 N �� • w a. too • • W '•. N 69 47' 04" W 4 c ?• 91.3 ► �.. . *, , ey es 3 1 O. M► f St{ 9 X 04 g 1* 31 M y ••••, • �- � �� cry L � s , rri fool C%j s N Ge W 1 loo' � WILL �P-AD1tJla L i rU rr5 TV 8� + orl N�ivrZAL. (BRA /AAGE. ToPSorr_E,p,5FED6' ADD ►^'�u�Gr�D a Y ow tie F- CCPA f c, G nod o r VEPLY SAtIPY .561L. rb�305. 53' N 89° 41' 23" W t SOU TH L ! NF OF THE NE —NE C .. .. ■. Itndicare management strategy by checking the appropriate box: Management Strategics ❑ Temporary stabilization of disturbed areas. (� Note Although not specifically required by Cody it is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1st and September 15th), or / by other cover, such as Carping or mulching. pd Permanent stabilization of site by re- vegetation or other means as soon as possible. pJ ❑ Use of downspout and/or sump pump outlet extensions. Note: Although not specifically required by Cod4 it is recommended that flow from downspouts and sump pump outlets be routed to stable areas such as established sod or pavement ❑ gypping sediment during dewatering operations. 1 Note: Although not specifically required by Code, it is recommended that sediment -laden discharge water from pumping operations be ponded behind a sediment barrier until most of the sediment settles out. Proper disposal of building material waste so that pollutants and debris are not carried off -site. H Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. • Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Gravel access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. I hereby certify Shat T understand tru on site erosion c vis ontrol proions of 'the : Isoonsm Unrforui L1wel11ag od rid C i acce t ' for carrying :out the; above erosion control planar approved <by the : orce tho tgnature of apphcaat Dato A publication of the University of Wisconsin - Extension, Ron Struss, UWEX Water Quality Education Specialist (12152). This publication may be freely duplicated Additional copies are available through the UWF.X Environmental Resources Center, 216 Ag Hall, 1450 Linden Drive, Madison, WI, 53706 6081262 -3652 PLOT PLAN Scale 1 "= 5 Page 3 of - 7 .� 0 ' — "J � 9 N N tri - ;Pipe i A2 Svck `N i Ti�1 l=C - - �'O_- g e Pr7 19 TNN fr x � SL's 3oS. S NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4 "observation pipes with approved caps. ( Z required). 3. Septic tank to be 160p gallon capacity manufactured by Wt�sl CotvcSteTkf 6 boolGo6')rv - Lebo Zi_rL Fri PIMP `Ipo `rp .BE' "1So6Pr wtt�'iJk. 4. Bench mark S _ SSE fQ3ouE 5. Divert surface water around system to prevent ponding at the uphill side. < Safety and Buildings 4003 N KINNEY COULEE RD r LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 N *6consin www.wisconsin.gov .wis c ons .wisonsin.gov Department of Commerce Scott McCallum, Governor. J J Brenda J. Blanchard, Secretary g .�O Au ust 03, 2001 CUST ID No.691727 a) .: POWTS Inspector ARTHUR L WEGERER 'ING OFFICE WEGERER SOIL TESTING & DE N E ROIX COUNTY SPIA PO BOX 74 %1 CARMICHAEL RD RIVER FALLS WI 54022 SON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/03/2003 Identification Numbers Transaction ID No. 663733 SITE: Site ID No. 633611 KEVIN & JEANNE ELIASON Please refer to both identification numbers, FRIAR TUCK LANE L above, in all correspondence with the agency, TOWN OF KINNICKINNIC ST CROIX COUNTY NE 1/4, NE 1/4, S23, T28N, R18W FOR: DESCRIPTION: THREE BEDROOM AT -GRADE SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 804364 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "At- grade Component Manual Using a Pressure Distribution System for Private Onsite Wastewater Systems" SBD- 10570-P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (8.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the at- grade manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The changes made to this plan on 8/03/01 by this reviewer were acknowledged and approved by the system designer. • The well must be a minimum of 25 feet from any PO WTS tank, and a minimum of 50 feet from the absorption area. • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • Limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. P P P I ARTHUR L WEGERER Page 2 8/3/01 • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). In addition, the owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, FEE REQUIRED $ 175.00 FEE RECEIVED $ 1700 BALANCE DUE $ 0..00 r �r�G Charles L Bratz POWTS Plan reviewer 11- Integrated Services WiSMART code: 7633 (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM cbratz @commerce.state.wi.us cc: KEVIN M ELIASON .` TITLE SHEET Page 1 of 1 AT -GRADE SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the At -Grade Component Manual SBD- 10570 -P 'and the Pressure Distribution Manual SBD- 10573 -P ( Ct. b / C Z. 6 /ciq LOCATED IN THE 1/4 OF THE NE 1/4 OF SECTION Z 3 , T z N,R )y ' W TOWN OF 1�.11�1)._)�,� �z-l1V 1V1C , ST. C12�j lX COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMEN1 PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION- PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR PREPARED BY WEGEF -MF=R St3I L .TEST = NG AND. - DES = Get S�RV = CE P.O. Box 74 421 N.Main St. River Falls WI 54022 .....» P ti hone 715 -425- 016 5 ,,�� ,•• ,� � Fax 715- 425 -6864 - ART-,00 L s wEGEREA �• "15 ► ELLSWORTH, 5. Conditionally ••.. ..... .�• �. PPR OVED RECEIVED ��•'`' DEPARTMENT OF COMMERCE 23 2081 ON , s 1 CORRESP X $HUY & BLOGs DIV. JOB NO. 1 -17 8 At -grade System'Hanagement Plan Pursuant to Comm 83.54, Wis.Adm. Code Page Z of 7 Se°tic Tank The septic tank shall be maintained by an individual certified to service septic tanks under S. 281.48, Slats. Tne contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code rating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Tn Uet fill= s`- leaned as necessary lo e ure ro er operation. The filter cartridge should not be removed unless provisions are made to retain so s in a - nk that may SlOugh when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be service if the alarm is activated continuously. Intermittent filter alarms may indigte d surge flows ar an impending continuous alarm. The . septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the•owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and 'Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. At- rade Component and Pressure Distribution System e b .trees .or shrubs shoul be plante w or alloed to grow on th de component. Plantings may be made around the perimeter and the component shall be seed and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the component is not allowed. Cold weather install- ations require the component to be heavily mulched for frost protection. Influent quality into the at -grade system may not exceed 220mg /L BODS, 150 mg /L TSS and 30 mg /L FOG. Influent flow may not exceed the maximum design flow specified in the permit for this installation. The pressure dstnbution system is provided with a flushin lateral be flushed of accumulated solids at least once every 18 months. When a pressure is performed fl should beeach compared to the initial test when the system was installed to determine if orifice clogging has occurred required to maintain equal distribution within the dispersal cell. and if orifice cleaning is Observation pipes within the dispersal cell shall be* checked for effluent ponding. Ponding levels should be reported to the owner and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring in accordance with•Comm 83.52 (2). General This system shall be operated in accordance with Comm '82 -84 Wis.Adm.Code and shall be maintained in accordance with it!s component manual SBD 10570- P•(E.6 /99) local and state rules pertaining to system maintenance and maintenance reporting.. No one should ever enter a septic or pump tank since dangerous gases may be present that quid cause death. Septic and Pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks aie no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shalt be sealed watertight upon the completion of service. - Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed acoess openings greater than 84nches in diameter shall be secure by an effective locking device to prevent accidental or unauthorized entry into a tank or component 9ont3noen Plan ' the S eptic rants or any Of its components become defective the tank or component shall be repaired or repl to keep the s -in Proper operating conditio _ - aced If the dosing tank, pump pump controls, alarm or related wiring becomes defective the defective component shaA be immediately repaired or replaced with a component of the same or equal performance. If the at -grade comptnerit fails to accept aasteaater'or begins - to discharge - wastewater to the giound surface, it may be necessary to install an aerobic pre- treatment unit or - replace the component. Additional site and soil' evaluations may need to be done and additional plans may need to be prepared and approved by the Department of Commerce, Safety and Buildings'Division. . Quesit ns.about the operation or maintenance of this system should be directed to: - The County Zoning Office at -1 l S- . .e �L& LY, The system installer at lLS - t-[2S- S5l[� ST�11Vls1Z The tank manufacturer at $00 - 323- U43 6 wI t5 e The effluent filter' manufacturer at $00 - Z_Z) - 5712 ZP_3IEL A u l9.- Zeg- IIgV J 2s PLOT PLAN - Page 3 of - 7 Scale 1 3 Q O �Ztij �U� E 1 . /d SS o� y pU C r1 w _ LL''co U arc) 8w1 F� �o 0 n, S P Q� � P N \ NO 1 JOB .D Cm lTOVR E'1, jr 0 o��T'• C'lPe \ LOp.S �_. �j`blk, PVC PIPE r w1tFZ- � � r0 - 1.�' K k . - k � 7 fM4,3 sip °9 Fob x NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4 "observation pipes with approved caps. ( Z required). 3. Septic tank to be 16pp_ gallon capacity manufactured by �V� �1Z CDIUC lb0ol6oa�ry R - L80D zprea FILrt_ PAM P 7'PO/1� `TD .BE "1S 6ftf wt Q=M _ k 4. Bench marks-. SEE� fr30UE Divert surface water around system to prevent ponding at the uphill side. CZ.�SS _S Page y of 7 L >5 B _ >5 I > 5' —2 _1 W 0 _ o -1 > 5' -Z e . 1 1/6 B 1 1/6 B A= 1Z Feet - B= AA-, Feet — - Linear Loading Rate= q -0 GPD /LN FT L= ZZ3 Feet Design Loading Rate =p.y GPD /SQ FT W= Z Feet Fabric //z,( -M I/- _ Distribution . Latemal Observation � , , Soil Cover Well 12 i I >5 q X5 1 Plan View and Cross Section of Wisconsin At -grade Unit with a Simile Absorption Area on a Sloping Site Distribution Pipe Layout Pzce S of 7 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and 'holes. Extend the end of each lateral up with the use of long turn or 45 fitting to a p oint %ithin $ix inches o P Of the final grade, Te. - mate the ends of the laterals with a valy . . threaded lug. e, threaded cm or P Provide aces from Ethel grade for the valve; threaded dap or threaded plus. FVC f RI Lateral nVC�T' PVC Eaten x x x ( xQ I X/2 x x x x = Lateral Length —� Lateral Length — P Distribution Line �L�tv 0-- f A53 pox Fo2C..`� I�1t11N . P Ft. Hole Diameter 3 /I 6 Inch Lateral Z Inches) X Z inches -- Force Main " Z Inches # of holes /piped Invert Elevation of. Laterals 100.S Ft. G P M �l PUMP CHAMBER CROSS SECTION AMD SPECIFICATIONS ' PAGE OF VEWT CAP 'i'"C.Z VENT PIPC WEATHER PROOF ppPROVED LOCKING MANHOLE 1 FROM DOOR. JUUCTIOLI BOX COVER WITH WARNING LABEL ' 12�MILI. WINDOW OR FRESH I AIR INTAKE I GRADE Alk COWDUIT WAIN, � - -'"-- -- -- , 11� IAILET PROVIDE AIRTIGHT SEAL II v APPROVED JOIMT A I I' I APPROVED JOIWTS I I I i I I I ALUM I i 1 ON _ c I 1 CLEV. FT. PUMP —� OFF s O Z- O 01 COLICRETE BLOCK 3' APPx20VED RISER EXIT PERMITTED OWL IF TAWK MAIJUFAGTURCR HAS SUCH APPROVAL BEDDING SPECIFICATIOUS DOSE TA AI KS MAMUFACTURCR: W L �TZ �� e- DUMBER OF DOSES: D" TANK SIZE: - Aso GALLOWS DOSE VOLUME r ALARM `3 •"$', INCLUDINCs DACKFLOW: 1Z1'-1 GALLONS 1 M 1 14LIFACTURER: fZO S`IJT AODEL NUMBER: CAPACITIES: A= S UJCHES OR 30 4?' W►LLOUS -- 3WITCH TYPE: =? — IIJCHES OR t4 D __ 6 0OLLOL15 PUMP MANUFACTURCR: `ikn-z-s C= 6 IUCIIES OR �? "? GALLOU5 MODEL IJUMIDE><: �� D s � �, INCHES OR Z�� 99 GALLONS SWITCH TYPE' IJOTE: PUMP AMD ALARM ARE TO BE 77 MINIMUM OISC>{/4R6E RATE� 77 IN5TALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEIJ PUMP OFF AUD_DISTRIBUTIOW PIPE.. 3� - FEET r + MIL111AUM ' NETWORK SUPPLY PRESSURE ... . , , 3'2S FE.ET S x -f- FEET O F FORCE M AIM X � '$6 F T/ FEET FACTOR. �' FEET TOTAL OyIJAMIC. HEAD -_ ' �r-FEET - -�_- - As per:manufacturer 2. ZS gal /in. - Liquid depth 37' �� • �° �"1P 1��,QFO1Z1�'1RIJ Gv4. TOTAL HEAD IN FEET V6/1 9`V£" o cn o Ul o Ul o � O o o � 0 I I N O m O D r - D f D W - n n rn p Ul ! m CD m � o � N H � Z O C Z o m o 0 W N O co O W O O O O — N W P Ul Ql 1-4 m co TOTAL HEAD IN METERS ST CROIX COUNTY SEPTIC TANK MAINTMNANCO AGREEMENT ' AND OWNERSHIP CERTIFICATION FORM Owncr[Buycr J � Y;Aj 4� Te-4AOWe i i9So,,f Mailing Address Property Address 13 (Vcrificatioa requited Crom planning Dcputmcat Coc ucw coastnrdioa) city/state Rk e — C - 9 - 6 4 -A ) .l r . Parcel Ideatification Ntunber 22-- a6 5 I V 1 LEGAL DE Property Location NE V. /U� y Sec. T af N R /j w , Town of )e:waYie}e.iy.V;e Subdivision ,S / - cettffiea srrtvGp iP 6q 961 Volume S P ag e Wa>ranty Decd O Volume <O$L . Page i Spec house ❑ yes Wno Lot lines idc 6dablc #yes ❑. no TSTF,tV[ - MAIT4 7 E MANCE Impmperesc: add, �y�� Y���tiaitsptc�6m�fa�mtctoLaadicvtastcs .Proper consists cf p m3ping oat the tcp& task every &= y � oc � if aoodad by t lk =odp� whit yna put.into the tystcm caa ffnct8 ahcxtrn cmttt z�iatbetauGc�sposaltyrr Tbc Y ° to St Quiz 7,6d g Ikpartmoat k =&GC3 iva fora, dV=d by tine �ow= and by a �� o � e y maa P�ctodpiumbaoritt 'i�dPautperttdfyingQ�at(Ij tt: eoaaitc�aastcceatixdssPosalcYstr�i ism ptvper opaatiug cond'ifioa tuar (2) aRcr Mq)CCda L and p=&g.Cjfaoo==rY). the zq& taak.is Tess flan 113 to of tb%-- T< w' the I d lutes crsd the s1 *V= to araiat:ia the pchv sewage disposal r t= wide &c s od f0A hatin, ect by there D of and the DTuft tcat of ISatimal R�csoazncs State a f Wisooasia.. ( # "rication par c rysfart has m kbinod mist be compldod sad rcWmed to the St Qui., Cvtmty Zoning Office within 30 dayr dn= year SIGNATURE OF APPLICANT DATE OWN M, G'I✓R'IT , CAMON I (WC) eatify that all tta on this fora art txve to the best of my (otz) imowicdgc. I (wc) am (arc) the owna(s) of 6� dcxcrc'bcd a 'hie of a wunn daod memo cd is tY ILcgister of hoods Office. e SIGNATURES OF APPLICANT DATE • • •• • • Arty infocmatioa that Is mis4q=cnted may r snit in the unity pcxmit being Molccd by the Zoning Department. ••••• • • • Ladade WI(tt (Ids a(tp[ica(loa: a ctampod wanxnty dead from tho 1Lc&W of Doods o(rCc a copy of the ccrtifiod curacy map if ttf=acc is made is the warranty dead err 8 -08 -2001 10:10AM FROM ST CROI:X HWY DEPT. 715 796 2339 P.1 .. ... ••.. aw+waaa" ur YGLIAD ss�sa� w�sp z2$�J► 8cce..eN.�4ar WARUANTYbt= K Gi a. �>edsIon Alft- �c.e..�..r>,.��.,iu..► =am tae taow ar-gl n am Ilf Gmuc.earl X.N. )man ILI�bwftW omit 1 M W r$: wA Fm aLm fm 1 Gomm Gam ieea.�Gabit ooeclas�iec� mways a ci�w 4e %ftwwiq 0 - caN wAft it t110<d Mi�wikl Gtswc�ylos +� Iles +OaoU arira3nek tM�rt Pt/ eofNiyC�EtR�te /ieot1�s47. =i.�/iwZi osa It MwMlbwMlwn ) I SttlaaCa�etic� /�+�iReaa�iN�tl� lolr ju a 27. a yei 3. AIy 41 U. atz�ed.�o �a�a►aan n a y.K s••�r.1.r+r�q. oa wNo Eurp�s 1, wax ,.adajee.t rii�Wi•cpr vEAwia. �fsv C AUTUSIMCATION ACXMWLXWNW: SiOwrn{t) iTATE � MRCONSiEf ) ». .� ?•• .••a:��, A�Y�CJ�syfwn J�r�.bW w_,�a.iwik . T17LC W611�EJ1S13►T68AR ww ��,� .� w 1aMM� b /b rrlr �e firgiiK aaAioriad !p $704.01► � ^ SiRS.)�� . �— � �` W11wA""— tti01i43awof�rbw�+r. . sfw�r +.�.11tAeis�tessasiwtflw/Me irvoo srr•c .r 40 + sawai.+wtlgrrMl�� �.3 1dOQS' 1 Nwardln��P�[i�7wMd�f irm; b4�Nor� w r�rrwuar• w•a wssr aruweas�oot� """"' Iu�wnws - NM nn� / JIM 2 7•M 1 - 1 , i V m CERTIFIED SURVEY AdAP LOCATED IN THE NE li4 OF THE RE 1e4 9ECTiCM t3, T.tBN., R. Mall:. TOM OF KfWNICI(WfE, SF. 8RCf7( COIIM . 1W9COM$IN UMP4aT.TFA.- ! q NdtTTEAST CORNER SECT14ON F3 - FOM NORTH LINE OF THE NE JIL(NitNWF CAP MWPMW- (TO CAM P091TION 589 64OL O/' _ A ig 7 J1[0. is M. 63' FN0. PIPE If NW 43' WE + MW FROM CAM H I 2 Pot-171df. o CERTIFIED LOT 7 m LOT S Sl1RYEi' aE 4.6t AMSE 4.48 ACRE$ tDI,37N S0.FT:- � 194,934 sA►fi. M ^+ W Off► _ A �q '`. I, ... b° $ PREPARED FOR: �.,�, I . TONY JAMES a+ r 1 .' NQb'4i' � :F�• �'�-' of. $L • O M 1 � :a 3tQ.8F'. in Saa Oa `' 44D) V• ' w d 089 'w4T y 9#;,3V Av 1 P. :a + i.i ° g .VOLUA�E..Lf � ✓ 'K O A APPROVED t IMP" =Fr.. R ��• { �wt. t7101XCo11NTY a . t ' JUN 2 7 2001 o AA6E 3II8 } a► aNt4�ibap3oa� f mawwvw �• � C MRTER CORNER mw41'noIF -r - -� - -- 1ECT AST ION 23 - FOIJJYD 8" LINE OF TW K-W i P. K. NAIL SGER.LIf..I"..MaNY.m4p i CERTIf lE�. �!R. Y.!!4 VOLUAE ,.'S. PAGE„ 1408 Y. Q4. EE 6END O. SET l'Xt4` IRON PIPE NE[QIIlN6 .� 1. 13 LOS- PER LINEAR FWT FOM 1` IRON PIPE sEAR rw9s REFEt TO WE EAST LINE OF TW NE IM, SECTION t3. (MCM10 REARM) � I' -EW i o lOO 200 .too SHEE T 1 OF -3� r/Nr>r W018A TNIS I1091I 011 DW YEa or JIM MOEN r.�, . ..._.� _r► a DE.SCBIPTWN A Terval dlsri im aatad ha the l+fertleast#G oftbe Nestbeatt y d8tcdaa s� Tewrsb� 28 xwd4 Barge 1s WAe, Tmm ref Vic, St. tarok Cnm% W%cosdn, umc core described m ildlowfa. Com mseieg at the Northad Corner dodd Seeder 23; N f19�7 12" Wed, slosg the aadhlire d saidNttlbrad 14, 67SA3 fed to the nortbwart ommR d a CerdTled Sao res Diap neooe+dad is Yoiaome 11, Page 3110 and tbt .PMT OF BEGff4MRG; tbenot,8ortlt arwirl d,slom the west lift dmid Card6td sm-M1bLp, 02.66 That to tbt seed wateormw -ef Ld 4ef saidC rd&dSuvM Map+. the ce mer0weterlr deng tit arc of s crrvosoneave atrdmV; the leas chord bearing North 79'04!j1"Woet 53.911hd,.havhlg s nye N d 167.09 heat and an are baste of 54.14fist; dwna, None 69 West, 9131 feet; tb0sWateVMMlNAadp themof aeneve e9reaveRGrdMM0ftt, the bng cbord bearing K" 47'14'59" Wat 61.32 Thd, haft a faders of W. 00 fed and as an bmogtb of 62.93 fleet; and undmdm* aisrg the are of a carve emem no lbwestesiy,tbeisnegtleead bmimg Bench WI2 Wat -113.00 feet, bavbg a radios df 22806 that sad an walmogth +df 377.19leer; Mudoa, aloof tbeaecef xcmrre weave soullmly, the ioq chord bearing North 07'4x'31" IEast61.31 Tbd,bavtng a radios d1o0A0 feat and m are Mob of 6293 rhea tboum Std& 69'4r94" Erik 9131 feet; , tbeoae,stnt~aan6sctf icaeee oanmce t tong eberd bearing Sono 73'36'28" !aut 47.28 feet; having a radios 023100 feet and an am kno of 47.36 AN to lee orrthwxat tamer of Ld3 sf add CedUled SrrM Map; tbeae% SerdstN W17' cods,dmgtba m omb lire Of Sold 1.d 3,680.26 beet to the state fine efsold Ne daM "Am Name ad Yk Seem North 69'0 West, dong said state thee, 30M feet; chafes r`trlb A3!19]0�' >C�sE feeE, shags �e�nc d�sxnrv�e.amaahe�as�ter�y, the fors cboid bearing North 19'13'03"West 10123hst, MANS erradbw af 00.110 teat and an are fesgth 211099 � tieaeeq,3 APila'�4" Wsd,310:27 ha tbewant mise sfafid Nordient V4 of do ritNMaa1'�iy d moe, W"00'01'47" Wort, dog tdd wet tm%431.32 feet do sorthwat corner of satai>!itdbrad 44of the Nadioust Awsm Soodn 3 rMI2" Rssf, aloes the owtb fim tf nid Rw.d cad % d dw Nastbe W 36, iOM llbet t tbe: point of b@&mh g. Cosaaidas SU 41 sapmem lbetvr 13. t2 aca+es. Sulabdt to mr and all p sennb, d& of ways or eomflyme es of record. sHur 2 of 3 �,$40 1y8��► Am AL F } 1 213 S URVEY MAP CFJ�TJJ' R. ! _ 8N'. LOCATED 1� � Kl 1p IC, ST �CROIX TT, 2 3, LOCATED � • %T 4• N94 DELTA CHORD (3L"ING TANGENT BEARINGS' CtRiYE RADIUS !-ESN AT ! • Nd8't 1' 38` N► 3� !M sr. ar O 54. 14' !8'34' W 34* 6 Ws W ��, err AT t 8 3• MOW 04'M 82: 93� 4 5' a' � / 13.00' S t0• [p' S8`N► +42' W V 4.3 80. 00' 37T. 18 g70'OV EW 11 ' N 78't8' !0'N AT 8• N65 OB' E tOT 8 m ow IQA• E I' Wr 30' 32' /� 8 8 t• 968' 47' 04' E LOT T S& 4w 36. Or -or 48' 37. T3' s 34' ! ! W AT 8• Sd 1't5' St'E UAIPLATTED 80. 00` 110:90'' X162.83' S18' 13' E LOT 5 60. 00' 78. 06 e rg. 01t' 8 86 0 53'34 0 E 5-6 dR00' a. 93' 48 1 61.32' N 87.40' 51' E ,r-8 233. 47.38' 1 !'38' 48' 47. 9 S 75'38' WE I MMMMS C . '1�at Jet ilaY cemplhu�ce witti 7, Jams ft wlebol I� booby ' the pron►ioiooe dCb6pter X34 eR tbwwbwaoiw m4 the peovi iaoo of the St CeailLcomml gnb" - a Ordinance and aeder the dhados ofToay Jams+ I have - di 4" sad mappad -tiro above dmerRied pared d bas and tbt ab map is a ca r ck Rep am e4,tbe bowWlx 7 *WWL Drii+itlri► ti''�� ds3 of `t�+s*. 2001. A g corv 8 ,� James M. Weher $-1004 + t RR L&"s m3tVjn9NQ, INC. w O Q. SUAV� bnStafrc,.C�, and Town iawo, rala 'fie sirdwrraa►tbiaarl► a�a.biaec Kobe: partdo mad reaedltd n (La Mwe poudknks or dwdopMg anp paye4 coataet the St. Avis Comry IhanKOWMA Gad tine T WM awwd for advice. 9"UA l M pmt dratted by Jim weber gHEET 3 OF 3