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040-1265-50-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building division INSPECTION REPORT Sanitary Permit No: � 395108 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No l Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 4M zS 3TZ— =T Permit Holder's Name: City Village X Township Parcel Tax No: Vaudreuil, Michael I Troy Township 040 - 1265 -50 -000 CST BM Elev: I Insp. BM Elev: BM Description: au• O I Ift O CST VA z TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 6( �S+'L o ��� Z j • 35 Qp . Dosing L 17 Alt. BM N IOs- 2 S C. a • Aeration Bldg. Sewer If — TV Holding St/Ht Inlet / • Sb ) O (. ZS St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / Dt Bottom t 33 •Iv Dosing ' f (lt .r ��/ Header /Man. ?•� ;• 3s r !a Aeration Dist. Pipe ? Yo Z. - -, 03. 3S' Holding Bot. System 'S • t pZ. b� Final Grade PUMP /SIPHON INFORMATION 1 Manufacturer Demand St Cover , / � w +�5 GPM �(_ �c t IOS.2S r � Model Number ji '6. 7 TDH Lift� Friction Los System Head I TDH Ft Forcemain Length / I Dia. Dist. to well 2 D Z ee SOIL ABSORPTION SYSTEM BED/TRENCH Width Length s PIT DIMENSIONS No. Of Pits Inside Dia. iquid Depth DIMENSIONS C, 1 SETBACK SYSTEM TO `P •r P/L 1 BLDG WELL LAKE/STREAM LEACHINX Manufacturer: INFORMATION CHAMBER Type Of System: ' I � UNIT DISTRIBUTION SYSTEM Header /Manifold 11 Distribution x Hole Size x Hole Spacing Vent to Air Intake •!fit 2 � Pipe(s)2� I Q . OI 3/k. i t Length D .---� ia Length 7� • is Spacing 3 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 A Yes [* No Fl] Yes FE] No CO NT (Inclu a code disciepencie p sons present, etc.) Inspection #1:! Inspection #2: Location: 315 Gandy Dancer'C Hudson, WI 54016 (SE 1/4 SW 1/416 T28N RI 9W) 1 2819143 lover Station Addn. V Lot 76 1.) Alt BM Description= .li �T'A''�•""�' 2.) Bldg sewer length = - amount of cover = 3.) Contour = C 1 O z -10 / Plan revision Required? 0 Yes 0 Z Zd Use other side for additional information. I_' Da _n 1 Insepctors Signature Cert. No. SBD -6710 (R.3/97) � CCfaL,C. •.S Safety and Buildings Division County j W 201 W. Washington Ave., P.O. Box 7162 (. C�0 l *11 5consin Madison, WI 53707 - 7162 Site Address ANDY D4A ICL ° K C f C�, Department of Commerce 315 Sanitary Permit Application Sanitary Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide '315-103 Q Check if Revision ma be used for s Privacy Law, s15. 1 m I. Application Information - Please Print All Information Paue Plan I.D. Number Property is N Parcel Number O / � — /a 6 5- � j � QO 1 ' v La 1 R Property Owner's Mailing Address . Property Location j, lilt City, State Zip Code Phone i1vqjkq Lot Number Block Number r * 1r71• { J r rp, r �M;; Subdivision Name CSM Number 1 �` • J f'i' Y� s U. Type of Buil g (check all that apply) 4 ' S ❑Ci (� '• ,,�� Q ty 1 or 2 Family Dwelling - Number of Bedrooms I '�`"�' r"` �— QVilia e 8 ❑ Public/Commercial - Describe Use '®Township / ❑ State Owned 1 O 2.0 Nearest Road 6 1 �t r�A ' , . Y(OV ( tt_ o -((n . `t Gr, zc�c 'oe"y^ �iec M. Type of Pe : (Check only one box o line A (numbering scheme for internal use). Complete line 11 if applicable) A. 1 ;, New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use stem I I Tank Only Exis ' system B. ❑ Check if Sanitary Perncit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) er. 44 ❑ Non - Pressurized In- Ground 20 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In -Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. hnent 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.Anch) Elevation 6 CSC% �o 3 1 C 3 o �7 A , /(/-) �,, s' le 3. !� VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Dosing Chamber VII. Responsibility Statement- I, the unde0ped, -nume responsibility for POWTS shown on the attached plans. Plumber's Name (Print) 'a Signrature !MFRS N Business Phone Number Plumber's Address (Street, Cl ty, Sla Zip Code) ` f / VIII. /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent SWautre (No Stamps) Surcharge Fee) _ ❑Owner Given !mitts! Adverse .� ' Determination I%. Conditions of Approval/Reasons for Disapproval Attach Complete plans go the County only) for the sfahm on paper not leas than 814 z 11 lndw in she SBD -6398 (R. 05101) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 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 81/2 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. tZ, 6 S - $ o - (300 Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). r I / Property Owner 1 Property Location Gent L-et: '5t-z 1/4 5Uj1 /4 S T Z8 N R I� E (o W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 16`IS9 v LQW w - I b I , "�7MU S`T FDA City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road 1�boDQV� MN SS 1ZS (6Sl) `1 L - �Rp 6f1 DPp�C �l New Construction Use: ® Residential f Number of bedrooms 4 Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material L 4 � �lr-t . �� Mood Plain elevation if I' �- a mcable ��.g �'StL. PP .` ft. General comments "Dv NiZi IQ 9 rx (�'� r � VSMU TE W L --�1-L A �Q9 and recommendations: •- °� Y`11lNLMUM bm' nr= Sfihjb 1=1 LL, �Q�px �MU11Z tt_'Z, L O Z. O s . Boring # ❑Boring ® pit Ground surface elev. • Q ft. Depth to limiting factor 3 n in. m S oil 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 Z q - ZS toga 31C 3 zs 3O y1� — S i e S Z sbk wl�� c_S q 3p_ R - ( 4 18 siod LC-a6' wf' - a Boring # ❑ Boring ® pit Ground surface elev. 1 Old • O fL Depth to limiting factor 3 S 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. 'Etf #1 •Eff#2 0 -10 1 1tj231 — Si I - L b�Z iM `�i^ 1`� • 5 .8 3 Zy 3S lb Y 35 1o%-Y2 V A +'W Ls P -S"8 sic lesbk . Z .3 ' Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = SOD, < 30 mg/L and TSS < 30 mg/L CST Name.(Please Print) - Sign re CST Number Arthur L. tdegerer � _1 220254 Address W e g e r e r Soil Testing & Design S e r v i c e ate Evaluation Conducted Telephone Number 421 N. 1 St. River Falls, W1 54022 715 -425 -0165 e Property Owner V f"VaZE U 1 L Parcel ID # Page 2 of Boring # ❑ Boring ® Pit Ground surface elev. ft. Depth to limiting factor 3 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /f1 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Z tl -zo 1p�iL3! — sil Z�sbk m`Ft- C� — , S ,g 3 zo V/6 s i c l z,►,.� sb m �w �s — . L4 .6 10 Z3 1OK2b/-.3 F-1 Boring # ❑ Boring ❑ Pit Ground surface eiev. 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 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. SOD -6330 (R.6=) ti PLOT PLAN Page 3 of 3 Scale 1' _ qQ ' 5 1 t AU o� oN:B_ "�f[G14,31y SIP .._W1u� G 1 t 4 4 • / ley T 0 a 2 'A GHQ J 13 .� Z.o 43 -Z � z� i 11 0 '—f 8 S - a• >J o qt � J Z' "'r ooz \ Al s�1?t3 T}f fj1�sy �• y - 2$ - ill 715, 425 - 0165 220254 01_IU CST Signature Date Telephone No. CST No. Job NO. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Clvision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code � Attach complete site plan on paper not Jess 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. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Lt 0 — s0 -00(i 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 �A,C q-�!:L 5�z 1/4 Uj1 /4 S 1 b T N R ) q E(o W Property Owner's Mailing Address Lot # I Block # Subd. Name or CSM# - I b 6i-ov� (, �7fi o 5` PrDA City State Zip Cade Phone Number ❑ City ❑ Village ® Town Nearest Road W wwau MN Ssizs ( 6S1) Z Lq_gsL.j ' CfiMYUP9,3 C& New Construction Use: ®. Residential / Number of bedrooms L A Code derived design flow rate 0o GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _ L ��g p F1Z1�� Lkl e3WIRood Plain elevation if applicable IV V ft, General comments and recommendations: "6\JNJp W 9 r x6� D�S�LI$V�U►�7 Y"1 INCMUWt b� OF— . S'FSb 1=1 LL o F 71 Boring # ❑ Boring ® pit Ground surface elev. — O L ( ; . Q ft. Depth to limiting factor 3 n in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 si l z+sb�r- m 0-ix, Z Ci -ZS bk y+�'F►- - -S -8 3 2S 30 Zo�,it yl� — S isl Z� m �- eS � •`� � � 30_ ) o��u 1 �tf � s�rZ S1 8 si0-1 t0-a6, a Boring# ❑ Boring ® pit Ground surface eiev. l 00 .0 ft Depth to limiting factor 3 5 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft In. Munsell • Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 bh YK C'F . 5 .....$ ,.... Z- 1 y23 Y si yyl`& o°W 3 zy 3S 10 t-jk V16 — sick Im sbk ywep 3:9-yo Lo Lt2 V A - NF Effluent #1 = BOD, > 30 < 220 mg/L and TSS >36 _< 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS _< 30 mg/L CST Name,(Please Print) Sign m CST Number Arthur L tdegerer .,. Ol =:lb 220254 Address W e g e r e r S o i 1. Testing & Design Service ate Evaluation Conducted Telephone Number 421 N. Main St. River Falls, WI 54022 </_2:$ --0 I 715 -425 -0165 `1 l Property Owner U l L Parcel ID # 0 L4 0— `Z. b S- S Q_ d u 0 Page Z of F-1 Boring # ❑ Boring ® Pit Ground surface elev. ft. Depth to limiting factor 3 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 I o -1 I -12 31 Z — %� � z �sbk ►n'Fr e w 1'F . s , g Z ll -ZO 10'..1f7 --31 s i) Z`Fsbk m`fi- C KJ Z M sb m N- s — . L4 .10 30 Z3 DV 1Z — t — � — -� •0 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 m 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 ( R6=) PLOT PLAIT Page 3 of 3 Scale 1' = qC) ' ti Ali v ;37yt519 Ta T L7� 0 ti- GHQ. J _ J c l03 � o , ISM ". a $ Z ° L� '�' 8S- B•1 � a li 715,- 425 -0165 _ 220254 1 CST Signature Date Telephone No.. CST No. Job NO. L - PLOT PLAN -I Scale 1 "= y.0 ' Pale 3 of 7 Y • i 1 6 ;1 a ^7 I f fyi�i/� _�_v�_ !� /P �l/ �� 1°i 1' L" L� SO , T - Lv 0 �� 1�tpwlE bF U Pvc JAJ. 14 J e ° 1�2�U3� 1.3 0 1 0 zo�o F2'�PVC � CI 2 ' ice' 1 J q 7 .� J �� � T ens P preT' ocz ` 1 J1 s11.�t�,fl 'T)NS �►�� NOTES: 1 Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation ipes with approved caps. 'Z 3. Septic tank to be \Z ( 6 C) J80o gallon capacity manufacturedrbyuired) . c ON CI � w / "UbLx /9 4800 Zr�3Lsl. PI LTt2 4. Bench marks z S IUVE �. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings 401 PILOT CT STE C WAUKESHA WI 53188 -2439 TDD #: (608) 264 -8777 �sconsin .°' �< ' www•commerce.stsconsin.gov ,� t � t J www.wisconsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary a e t� 1 May 18, 2001 `' i CUST ID No.691727 � y� " *4101fTu� Inspector o ARTHUR L WEGERER C' ZONINGPVFICE WEGERER SOIL TESTING & DESIGN SERVICE %T' `�'.`r'_. EIX COUNTY SPIA PO BOX 74 — I�I�CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 05/18/2003 Transaction ID No. 643372 SITE: Site ID No. 630099 SITE ID: 630099, MICHAEL VAUDREUIL Please refer to both identification numbers, ST CROIX COUNTY, TOWN OF TROY; GANDY DANCER above, in all correspondence with the agency. CIRCLE, TROY 54022 SE1 /4, SW1 /4, S16, T28N, R19W LOT: 76, SUBDIVISION: GLOVER STATION 5TH ADDITION FOR: OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 793501 DISCRIPTION: 600 GALLON PER DAY MOUND SYSTEM The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. 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 "Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10691-P (N 01 /O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10706 -P (N 01 /01). • 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 mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic lea pbhe filter is required. Access to the filter for cleaning must be provided per Comm 84 product pim 0 777 • • A Sanitary Permit must be obtained from the county where this project is to ed in' Fp c the requirements of Sec. 145.13_ and 145.19, Wis. Stats r it 5 . • Inspection of the private sewage system installation is required. Arrangements for titn shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), is. 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 I ' ARTHUR L WEGERER Page 2 5/18/01 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, DATE RECEIVED 05/15/2001 q-91� FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 THOMAS J PERKINS BALANCE DUE $ 0.00 POWTS PLAN REVIEWER, INTEGRATED SERVICES (262) 521 -5064, FAX: (262) 537 -3623 , 7:30 -4:00 TPERKINS @COMMERCE.STATE. WI.US I WSMART:code:1633 cc: ARTHUR L WEGERER, WEGERER SOIL TESTING & DESIGN SERVICE f - M TITLE SHEET Page of • FOUND SYSTEM FOR A BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10691 -P and the Pressure Distribution Manual SBD- 10706 -P (N.01 101) (N °01 101) LOCATED IN THE S� 1/4 OF THE 5W 1/4 OF SECTION 16 ,T 28 N,R L-� W, TOWN OF ST CR41lSC COUNTY, WISCONSIN° Lod _2 O[= - _GCpv�tZ STit'TlUyv : - )Cm INDEX RECEIVED PAGE 1 of 7 TITLE SHEET MAY - 9 2001 PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION Sf;;C`TY & BLDGS. D!'J° PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR At ti • snTz..rNC vii _WPrL( PREPARED BY LVECS. Ef;ZER SC3 I L .TEST = NG AND. DES = GN SERV = CE P.O. Box 74 421 N. i 1 a i n St. �o�t�teeq River Falls, WI 54022�o� IN Phone 715- 425 -0165 ® � \S.GIS s� Fax 715- 425 -6864 �f1 . ARtIfiJR L � � ° K'FiiENER g ' fi.QiSP QO = 6LLSWOATk s 9y0 a JOB NO. -l6 t Mound System Management Plan p age Z of Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by'an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. tns' ro rating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th or shall be cleaned as necessary to e nsure proper operati The filter cartridge should not be removed unless pare ma e e ank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 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. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test.-when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBO- 10572 -P (R. 6199)] arid local or 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 could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are 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 shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be Immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired ` or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning-Office at is - 3${j - X1680 ST• 0-ZMI)( The system installer at — The\ tank manufacturer at The effluent filter manufacturer at $00 - ZZI - SNZ, Z,Rg LrL The pump manufacturer at b3 - t 48Qg._ PLOT PLAN k of 3 7 Scale 1 " =y.0' -Pag -- 1 1� v .3�yk t51A P� r'I� -- a - �'"� -L- � $� l�'T L��T S0' P►�1�1 MOV�� �� �(Q �` (M t12 , J ' to B p �TUTAZ 1 3 -- � p�►vE� --� 130j, 20 of 2fPUC Q t'z tp Z __ — S' � X0 1 B•1 q� J 00 Ivo cow P wreT- otz NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation ipes with approved caps. ( Z required). 3. Septic tank to be 1Z p J Qo gallon capacity manufactured by 4. Bench mark S ; S 'COVE �. Divert surface water around system to prevent ponding at the uphill side. Page L� Of 7 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium Sand - 1H =W tG Topsoil __ �-,�� I j F -- gi e"T b 13. % Slope Distribution Cell of Force Main Flowed z" to 2- " Aggregate From Pump Layer D O -S Ft. E 1.61 Ft. CROSS SECTION OF A MOUND SYSTEM F p a Ft. G 0. S Ft. A q Ft. H 1 o Ft. Linear Loading Rate=�?,9 SGPD /LN FT 8 6 7 Ft. Design Loading - . Rate =Q.a GPD /SQ FT I 1S Ft. J L_ Ft. K ° l Ft . Altemhep�Positfon L SS Ft. of Force Main W Z$ Ft. - Observation Pipe - - - - - -- -- - - - - -- --------- - - - = -- - - - -- A �-- -- 8 - - -- --- - - = - -- -------- - - - - -- --- - -- w .---_b �_ - - -- - -- - - -- --- - - - - -_ _ - - -- _ __ Vo:_ Distribution — ,• , �• Pipe o 2 Cell of z t s aggregate Observation Pipe (Anchbr securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Page S of 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 point within si inches of the final grade. Terminate the ends of the laterals with a valve,-'threaded cap or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. T`-t'F! L C K-Zzs s puC FbC PVC Lateral Manifold Lateral ........... .................. .................. .......... x x x x x!1 x!I I x x x x Lateral Length — Lateral Length — p Distribution Line a • P —� `- r� Cccrcc sox — —o h Ps1J 1 Ffl t� S o— _ FQ r)FIrJN P� Ft. Hole Diameter 3 V16 Inch S 3 Ft. Lateral I Inch(es) X 3 Inches Manifold Z Inches Force Main " Z Inches # of holes /pipe ) I Invert Elevation of Laterals 101 0 Ft. GPM - Combination Septdc: and PUMP CHAMBER CKOSS SECTIOM AMD SPECIFICATIOUS ' PAGE OF NEWT CAP WEATHER PKOOF JIJUCTIOU BOX . ti C.I. VEUT PIPC APPROVED LOCKIMG 1 10' FROM DOOR. AANHOLE COVER AJIV :✓ uoOw OR FRESH � wA(tt.IIUG l.Pr6El ut ?�G1oIJ 1' IPir AJ_P, IUTAKE cot.�Du�r �- t.o 4s � � • - ; � tom- l0 3 � F to L SH£i LK Hw I I Y� XI11. G RKDE � I8' Mlu. IAILET PROVIDE •• ;� AIRTIGHT SEAL 81LZ =F��S Approved Z �•� A ��I Approved joint w/ 1 'goo i X1 1 joint w/ PVC pipe .� II AL&RM PVC pipe 6 ' I C I I ON CLEY 83 FT. I • PUMP - ' J OFF p CoUCKETE DLOCK RISER EXIT PERMITiEO OIDLy IF TA►.IK MAIJUFACTURER HAS SUCH APPROVAL 3"AAPRo-rFD BFDD t>v4 5EPTIC F SPEC.IFICATIOKIS DOSE TANK MAW UFACTURCR: LQItLSClZ CC)A1@���'f' DUMBER OF DOSES: 5045 PER D TAWK SIZE: �Z` c) / 90c) GALLOQS DOSE VOLUME r ALARYI MAIJUFACTUFLER: S ^5JEAU� %L1M -D--7 $ IMCLUDIUG 6ACKFLOW MODEL ►DUMBER: -1 1 liW CAPACITIES: A ZO /IZiUCRIS OR�ZZ'� GALLONS SWITCH TZPC: 1✓1�Z�Z- 8 = Z IUCHES'OR u 1. Z G(► LLOAtS PUMP MAUUFACTURCK: GOU 1.17 5 C sal Z I ULHES OR CALLOUS MODEL )DUMBER: 3$ ��� D IhICHES OR � " GALLOWS SWITCH TYPE: DOTE: PUMP AUO I�LARM -T R 8 Z. MIMIMUM DISCHARGE RATE '4 3 -Sb CpM IN5TALLED bQ 5EPARATE CIRCUITS VERTICAL DIFFERENCE GETWEEIJ PUMP OFF AUO..DISTRIBUTIOW PIPE S' l-7 FEET � H- MIIDIMUM METWORK SUPPLY PRESSURE . ; • • 3 - ZS FEET Z. S X Z� \ FEET OF FORCE M IM X 3- $ Y100 � -t- � o fLFKICTIOU FACTOR.. 2- FEET TOTA . 20 . L Dy1.lAMIC HEAD = FEET As per manufacturer ZO. 6 O gal /in Liquid depth MF P�RFD JCS Gv V � sE -? o . � - 7 Goulds Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Available for automatic and • Farms Motor: and float switch attachment • EPO4 Single manual operation. Automatic • Heavy duty sump phase: 0.4 HP, g p models include Mechanical points. 1550 115 or 230 V, 60 Hz, Float Switch assembled and duty • Water transfer ■Power Cable: Severe du , built in overload with • Dewatering RPM preset at the factory. rated oil and water resistant. automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction. Pump`: EPO4 built in overload with ■ EPO4 Impeller: Thermo- Solids handling capability: automatic reset. plastic Semi -open design 3 /4 maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING Capacities: up to 55 GPM standard length, 16/3 SJTO mechanical seal p rotection. ptal heads: up to 24 feet. with three prong grounding p SA CanadianStandardskis ciation Discharge size: 1 1 /2 ' NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo- (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F" or "AC ".) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 • Capable of running dry without damage to s 30 `5G components. j aw Pump: EP05 s • Solids handling capability: c 25 , j 3 /" maximum. Q 7 • Capacities: up 60 GPM. _ j • Total heads: up to 31 feet. S2 6 20 i • Discharge 1 NPT. z 5 • Mechanical seal: carbon- >_ 15 rotary/ceramic - stationary, 4 BUNA -N elastomers. o t E • Temperature: ~ 10 RI[ v 104 °F (40 0 C) continuous `�3 q- 140 °F (60 0C) intermitter 1 � 2 5 Yk - 0 0 r ti 0 10 20 30 40 50 GPM 0 2 4 6 .8 10 12 m CAPACITY r a ©1995 Goulds Pumps, Inc. Effective May, 1995 B3871 Weaconsin Department of Industry, SOIL AND SITE EVALUAT T Page of 3 La!'r - .and Human Relations ,,� -; DivISYJn of Safety 8 Buildings in accord with ILHR 83.0 I: Adrt : Code i` COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in si '� 'n must in 61d I-V -O IX not limited to vertical and horizontal reference int B drection a G_Qi slo ale or PAR k L I.D. # po (Ivy, pP, �QVl71N G dimensioned, north arrow, and location and distance to nearest road s, ,. APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION, '� c'�,t �� :�. BY DATE v- o'- _� 7_' ZJ4 20 I PROPERTY OWNER: PROPER v G* � LLB � C ffA D _'DE:Q J LS S 0 _ -JU t.,l Z , /4,S L•OT Zj:� ,N,R Vg E ( W PROPERTY OWNER'S MAILING ADDRESS. LO `' 1 B NAME OR CSM # Z S8 'D2ZWE -- 16 - GL ) SMwu 5 lID . CITY, STATE ZIP CODE PHONE NUMBER [3CITY []VILLAGE OrOWN ' NEAREST ROAD 1Z uka !-S wl 5q0 z:Lm5) q Zs - l Ghlivi Dpwm etRcLE p(j New Construction Use Residential / Number of bedrooms y [ j AdditiQn to existing building [ J Replacement [ ] Public or commercial describe Code derived daily flow \)rZ gpd Recommended design loading rate - bed, gpd1ft - trench, gpd/ft Absorption area required S00 bed, ft SDU trench, ft - Maximum design loading rate S bed, gpd/ft � trench, gpd1ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design / site considerations n4utW wlg'Xb3 ` k3�u , M I ry . lL o F S ioTj�t F4 LL_ Parent material IU�MS Ufte - STVU( Flood plain elevation, if applicable S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for stem ❑ S Eau I ®S O U ❑ S .®U I O S Q U ❑ S O U I OS ® U SOIL DESCRIPTION REPORT E -eGQ - .J II Depth Dominant Color Motes Bonin # Horizon Structure Texture Consistence Roo 61 *- n g in. Munsell I Qu. Sz- Cont Color Gr. Sz. Sh. ` `eoun r °� PD /ft g I I I I ed Tiench '-3 6 Z 0 - 1 Lo)Lm_ 31z. s r I Z`�s�1z ri�r �S �� •5 -6 .5 b0 ZA Lut2 Ground 3 7D-7-7 S I - 1 R 31Y - s i cJ l c-sb?z y „ -� cS _ - z - 2 elev. ft 4 z) -V ld `t fz 61- - LS BR Depth to limiting factor Remarks: Boring # > \ 4n b — 8 1 U �-1, yZ. 3l Z � S L ] L D 1Z Yn ` I y cis 1 �' + 5 • �] � s j ?-i S 6k .5 •6 •S _ 3 zv 32 - Y231y sl tieSb1Z 11t U'Ff- �w — �{ .S Ground elev. 32-u0 S�lIZ Sly 1 �b1z bvi • Z . 3 Z SL S - tOLl2 S o- 6 SJ312 i� Depth to y ' limiting factor ' Remarks: T Name: Please Print Phone: Arthur L. We erer 715- 425 -0165 ress . egerer Soil Testing & Design Service -P.O. Box 74 River .Falls,WI- 54022 Signature: Date: CST Number. . I . D0 -LO 3 - 220254 t� PROPERTY OWNER N`1E /Settvl_Tz.. SOIL DESCRIPTION REPORT Page?- of 3 PARCEL I.D. PD•�11J C Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD /ft ranch i rin g.., in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boundary Roots �< t3 d ::: >.:.::.. a ::_ k K t 0_9 lr3`1R 3LZ >� 3 i:: -' si 1 Z'F�b►z wL`�►� � �:.s 1 , S I 6 ioLlrZ 316 _ ,r Ground 3 Z� 3Z 7 S `� 2 Vy S 1 C) m h'1 `�h — ` Z- - 2 elev. 0 1 - 1-Z ft. y 32 3b 11J'-t 1Z_ 6 Nl� NP Depth to limiting factor Remarks: Boring # h:`� • bbey) Ground elev. it. Depth to — limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: . . . . . . . . . . 3oring # ;round ;lev. It. )epth to imiting actor Remarks: PLOT P LAN Page 3 of 3. 5���� so G t�rwy J r�4F2 , IDZ.Zory 7 "t11GH, 31y' p1r1_ PUC pipe s -z 8S I 7 e I luu•O o YV liA r 3( D(A_PVC PIM Z °� w/ s .8` `AlG PU W1Pa�Cm- Pe ° o`er ol= bm �'( a • • 2s vn- )o3 - ,� S —R _pp ( 715 ) L 4 - Z 6)iL s Z ZoZSt CST Signature Date Signed Telephone No. CST # ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM F L", Owner/IIuycr f � Q " Mailing Address Property Address �, a . (Ycrificatioa rcquim A from Pliaaiag t for new consttuctioa) E cityl S D ` C P&MI Identification Number 3 LEGAL DR Property Location S %, S %<, Scc. & . T c�� RW, Town of _ Subdivision IC) L) FU SQ 7�idn� G�Cr. Lot it Cer6fed Survey h tp # Volume pagc # Wan=ty Deed it 6 "l �� d Volume t-� rage Spcc.housc ❑yes ❑ no Lot Imes idmbfiable 0 yes ❑. no T DANCE Ia ��ooeldtrmttmiapc�ca +ctobandbe�azsLc's.Pavpetaoe - pan;lrag out th septic ta* cvcty &= y, er soo if iux�dedby t ornsodpm yroa pmt.into bye systaa eaa affoct�e of the sepGic�m�asa heztimeatt;a ffe viastedial ty sbcm, PmP�Y owl agcucs to s 'to SL Cbaix Zoaimg D lL eed i form, signed by &c ow=and by a P P od bm ocitr= ocdpampervcifft &it(1)&Coaaitcvrastcwatcrfiis saiMCC& U lm P�op�gooaditia�sadl ocCl):$ crin�o�icaandg�g (�nc�yl.g�scptictanicis kss$raa 113ta11 ofsludg� the tmdcr kmcd hm =ad dc above toque and agtoe to m:inizjj de private sewW disposal system with de staaids o' +oe cad & D t of lZatmcai Rcsatnxs State of Ws9ooasia. Ca#'ficatt`oa 47 ? 3^ourscptnc mustbe eomp]dcdandretumodto &c SL Ooix CountyZoning Oir=wid& 30 SIGNATURE OF APPLICANT DATE OWNER CF,�tT1 CAT ON (we) CcE gat by o oa form are tmc to the bat of tay (our) kaov&dgc. I (we) am (are) the owact(s) of wlmatY &Od =or+W in RCgi W of Doody Office. SLGNA1U1tII OF APPLICANT DATE ssss�s AY iafotmatiou that is mm4 ted may remit is the unitary permit bdag revoked by the Zoaiog L t � Gtdude wI(k this application: a stmupod vmmt ty docd from the R,egistu of Doody oflioe a copy of the cutifod tutvcy map if t+cfacaoe is made in the wanxtq decd 1541�p�� 379 , WARRANTY DEED ✓ 6x961 O KATHLEEN H. WALSH D REGISTER OF DEEDS Document Number: ST. CROIX CO., WI RECEIVED FOR RECORD 09-11-2000 9:30 AM Return Address: it/ WARRANTY DEED EXEMPT N ATTN: Mortgage Dept. CERT COPY FEE: First National Bank of River Falls COPY FEE: PO Box 166 TRANSFER FEE: 330.00 RECORDING FEE: 12.00 River F l WI 54022 PAGES: 2 Parcel I.D. Number (�11): 40- 1066 -30 -000 This Deed, made between C. M. Bye, individually; Dennis R. & Sandra C. Schultz Revocable Trust, Dennis R. Schultz & Sandra C. Schultz, Trustees, both with full poser of sale or encumbrancing, Grantor, and Michael Vaudreu Grantee, Witnesseth, That the said Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin: t 6, lover Station 5th Addition, in the Town of Troy, St. Croix County, 'VVM c ' onsin TOGETHER WITH shared driveway easement over Lot77 as shown on Plat known as Glover Station Fifth Addition. This is not homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging: And C. M. Bye, Dennis Schultz and Sandra Schultz warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements and restrictions of record and will warrant and defend the same. Dated this day of June, 2000. C. M. Bye Dennis R. Schultz, individually & as trustee of the Dennis R. and Sandra C. Schultz Revocable Trust Sandra C. Schultz, irdhAdually 8 trustee of the Dennis R. and Sandra C. Schultz Revocable Trust I Q • 1541 PAu c 80 ACKNOWLEDGMENT DRAFTED BY: STATE OF WISCONSIN) ) ss. C. M. Bye, Attorney at Law ST. CROIX COUNTY ) River Falls, Wisconsin // __ Personally came before me this & day of June, 2000, the above named C. M. Bye, Dennis R. Schultz and Sandra C. Schultz, to me known to be the persons who executed the foregoing instrument and acknowledge the same. \ �S u +t� ; V Dana Benedict y x;. Notary Public, St. Croix County, Wis. p • •�� My commission is 8/3/03 s t" s� r0 9 ANO - - 21341if18 3211dW3 " a \ p 9 n OS'lL6 M „fZ.64.10 S - -- �'00 5IK �� $ o 'r n o Ir> 0 (O I Q CO wly,� w 2 I d'f, .09 I, . �too103 ' VV11 c I UN , .091 U 1 f �Q 1 11, N^ NM , I C14 n I 0 0 00 I l zcg w�O.IO Ci 0 N ^I O N^ 00 i M^ I 00 I Q \ OD I .09 1 I I I Z I 09 0 . 09 (fl 1 1 1 o r l 1 ,O 1 1� ,S£'6LZ u' o S 10 N ,� •Op. U 1 12 IK in i _ ,8£'LSl I ,00 , r - - . ................ .I 00'894 99'6Zl ,i0'6£ /- - f ,I .40'109, 3 „4Z ,6f.10 N V 1 / I 3 .,iZ ,64.t O N I 1 ,00'£4Z 8 ZJ 3MI NO103S ,nl I W 4/l HIMS -HRION - / 1 IN 4 1 / / I O Ix tN / I l w� ' ' 1 "° 1 CO 00 Ci Ogi C) ZI Q 3 .,Lf .ZO N •,SZ,£O.F[ N of 3 O / I \ � vi I OO r �'`z y d In \ I \si op o0 a z ��\ / p 10 K LU N h cn / / y o 0- N � a ao '1� •O� tu C) h^ / 'ZF \•Z[. \ rU) n (oN to �h J rte, W w � Ii n Din / I: i -�� / N o 2O � sp s titi09 �y L 3 ` h� 0) io Og " b •' i vl e 3 w ' �\ o ao / 1 3 i t O \ � .�. O .. y h Z I w � o , ,OS 1 p e ) e o ` ` °9i j 2 \ r Q ^ 1 KVI' Nn 1 �N17 1 /.' I WOw 1 1 .)1z ' f N U o,� nN W p c�' 'O OZ ro `° mta �Nv �'� ^ I II" y t� G%9 c SZ WV) l o 15 C2 ® ck: I w ,Og 0 \21.0 6, 15 �� G LtO F�J 0 • O'0 [ ' (� 0 112. W 5 gp g ,yoO Z S O S< 3 '•OO to I n 13245' o N 13' O OOS[ 94 ° <[ N it N \ k� ^ ` \ s a Z 1 t0 t cr 0 �.• I 1/1 QN \` o s l 6�e 1 M r7 4 y N i\ C4 .r..... l 0 -. — — — — ... .��6........ /T ...:....... I I t N ^........�.. \ cry \\_ :N dd dig ' � ...... ....... 4/1 MS HI 3NI' A 3N 9'1 \ , 8811 3 Hi 30 00 cal \ 4n Ms 3H1 .40 4/1 3s SONVI (]311V \\ �I �I-;I \\ - 01CO I--I \\ 3H1 - 40 3Ml 1S3M — \ -iI vi >l \ �.I�jpqi -j{ \ SaNV 1 a311V dNn Trial And Road Map For Glover Station .. ...... ........ .. ..... ver 9 7 --- 8 7 6 5 4 i 3 & OMAHA ROAD 2 19 20 21 22 23 oqo 1 a 12 24 25 13 ° 18 17 ° 30 31 26 16 27 29 28 32 14 15 40 35 41 39 �� 43 38 37 36 33 — 34 42 44 ° 47 sour, pAC� 1c rtoAo p 48 45 0 46 50 59 52 53 0 54 55 57 ... . .......... 68 49 60 56 92 67 0 �....... 69 58 70 62 61 so 91 0 66 71 63 90 64 89 S 72 Cq� 65 88 �1p 87 74 73 { 079 80 86 w 93 SCALE IN FEET 75 fl5 f: 94 95 0 200 400 800 84 76 77 78 81 LEGEND . 83 96 97 98 Np� 0MIZED RECREATION i BE MAINTA .. ............................... BY THE HOW OWERS ASSOCIATI RADIUS 20' WIDE 82 CHATTANOOGA DRIVE ATTNCORfERS ESSURVES 20' OTHERWISE NOTED). FGDEN ENGINEERING CO. 20' NM-MOTOR AZE RECREATAON Civil pineers & and Surveors 101 BY IL, TO BE tA♦INTAINED 1 t3 W. Walnut St., River Fels, WI 54022 (715) 425 -7831 100 99 ASSOCIATION (20' WIDE, 103 102 10' EITHER SA OF i THE COMM LOT LINE). t ................ ...... ..t .... CLIENT g C.M. BYE AND DIANE L. BYE DENNIS R. SCHU.TZ AND SANDRA C. SC11ULTZ DATE: 5-30-00 P.O. BOX 187 711 25 1/2 AVENUE RIVER FALLS. WISCONSIN 54022 CUMERLAND. WISCONSIN 54829 99 -2380