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C ° 3 o p v> 7 eo (3) M 0. 0 �t 0 N h i d L CJ O m O m b y 03 m C L CL m 0 c N 0 3 a o = � •o L O O N N 3 I m c c E l 0 CU Z ) N ti Z o� m c 3° c LL C L C'4 ' O w= C 3 � tL ID �a c 2 Q £ �c o CL v 3 CO a� � v � Z m 0) N CN O. m 0 c C1 m O Z d U WJIQ Q.• r , w a 2 d' c Z � M r C • N Z: 1 6 = O C m a Z Z O N . Z . a 1i Cl) m £ .N N Cl) ` L N CL L ui c CD � -It U) d � a� N o o a ° I O D N Q O § N H h O V i N Z N> C J O Z V • m '_ a a a ►Ni a m m_ O O N O 07 N N U 0) a) °) L CD _ } E N r m O ^j 7 C _ n- o, d' 'p d Q C!} O �+ O 0 7 r p C L N au C Al O 3 Q o m ~ o> aUi c m Q a ° °O co r L W (D V L C O N CO w O ct N M 1; L N -0 C C O • �� N � 7 m� 0 N y C) > co o — Z Y to c a w • a E i c 3 a t; 0 Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page of 3 Labor and Human Relations — o+visk+, of salary a Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but S71 cl?zz 1 x not limited to vertical and horizontal reference point (BM), drection and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. O — 1 Q \`) V) APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION R IEWEDB� GATE �2� PROPERTY OWNER: PROPERTY LOCATION L _ NJ I CZ113 OQ S `AJ 114 N W 1/4,S lZ-T Ze N.R 1 - 2 E ( orl W PROPERTY OWNER':S MAILING ADDRESS. LOT # BLOCK # SUBD. NAME OR CSM # �4 zao 5 CITY, STATE ZIP CODE PHONE NUMBER (]CITY (]VILLAGE (MOWN ' NEAREST ROAD BP�bb"?i ) !v( S CI LS) Ls -36Zv RvSH 'zZl - zoo `T'r}- s T. [JQ New Construction Use [J4 Residential / Number of bedrooms 3 [ J AdditiQn to existing building (] Replacement [ J Public or commercial describe Code derived daily flow , -1S D gpd Recommended design loading rate bed, gpd /ft • a trench, gpd/ft Absorption area required � 1 4 3 bed, ft 5 b trench, ft Maximum design loading rate bed, gpd/ft - 5 trench, gpd/ft Recommended infiltration surface elevation(s) s Z r!L' ;1-�- 'r'D It (as referred to site plan benchmark) Additional design / site considerations lXiST* - 't_ arV 1ZIPG E 3 Parent material Sf'� H - ©uTwR s' Flood plain elevation, if applicable N A ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for sy stem ® S O U a s ❑ U 13 S❑ U ®S O U ®S ❑ U ❑ S �g U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Botttdary Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Tw& Fz G - 3o zM Sb�L - , Y>, v'�� �-S - s Ground 3 o -R g dev. q .Z ft i= +v f c 2 F - .S Y R S rat T'TL Depth to Prn '}tij P 1t-z h f� • tv u ti fv\�1 �r'n ?U ` limiting factor Remarks: Boring # ; �• Z 6 - Z8 1.s `1 t2 3!y 6ti s` Zrnsb Ground elev. h \ L b'3D ft Depth to limiting �►r Ai, factor t Remarks: CST Name: — Please Print Phone: Arthut L. We erer 715 - 425 -0165 V ess: egerer Soil Testing & Design Service - P.O. Box 74 River.Falls,WI 54022 Signature: //?? �� Date: CST Number:. 16- 4 -��� ��.�, q9 -[6Z l7 -� 220254 PROPERTYOWNER �lP11vOt3�ZG SOIL DESCRIPTION REPORT PARCEL I.D. a O Z _ Pa e Z of 3 g — Boring # Horizon Depth Dominant Color Mottles Structure in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots GPDift Z s l 2 -m sb�c Mv�'l� Ground LjR VA elev. Depth to �r limiting factor Remarks: Boring # to 231 — sI y Z Zn sb m vim- 0-S , S . . . . . . . . ..... 3 So -1a4 s`�iz 6 S Ground elev. ° o ft. Depth to I limiting factor . � Remarks: Boring # S ►►► `{� e S , S , r Ground elev. i t Depth to i limiting factor i ploy Remarks: Boring # Ground elev. 1 ft. Depth to limiting factor Remarks: _ PLOT PLAN Page v of 3 /SCALE 1 _ - k- .1J�.O ICS "�t2GH , 3ty J1;~ 7-"\) 0- JILA.`rW LrL CICI I 3•� i � 1 i �ELqM ��tUv��. C• _ 1 O o . S , A W%7t Z '1�' �; , >='`f C S'k S6. w 1 a ` I +LGN C`- Pr? pr" 1`i`l ! Dej! / - 0 Pti�I�tT�S . CouM �`��cu� `sa �k wy'H:�.- 6o v�p �`zc�;�► �x1sT1a�G ro O C, N D Z`Mlh! 1 Ii L - n M C- OF 00"S'T12:✓ r ZZflIS� \Z- (715 ) 425 -0 CST Signature Date Signed Telephone No. CST # N Department ti g ons Industry Labor and Numan Relations SOIL AND SITE EVALUATION REPORT P \ of =- — Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but I K not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. Q �-`•�- 1 ( 1) l -• l�) APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION z 'N 0 V v f )i:2s -GGVW4T S `,3 114 N �•v 1/4,S 1 Z- T 'Z% ,N,R 1 - 1 E( PROPERTY OWNER':S MAILING ADDRESS. LOT BLOCKY SUBD. NAME OR CSM # L l'1. Za o l � 5 T . - CITY, STATE ZIP CODE PHONE NUMBER OCITY (]VILLAGE RTOWN ' NEAREST ROAD 8 t�wt;v,! -Q \j S�A ����`�` zoo � S1-. ( New Construction Use Residential / Number of bedrooms 3 (J AdditiQn to e xisting building j J Replacement [ j Public or commercial describe Code derived daily flow ` gpd Recommended design loading rate bed, gpd/ft • a trench, gpd /ft Absorption area required �6 `-( 3 bed, ft S b trench, ft Maximum design loading rate -- I bed, gpd$ - 5 trench, gpd/ft Recommended infiltration surface elevation(s) S k�'E 'gyp ft (as referred to site plan benchmark) Additional design / site considerations or '�:�G -E 3 Parent material S Pq�%j . au** wf� Q4 Flood plain elevation, if applicable TQ A It S = Suitable for system CONVENTIONAL MOUND IN•GROUND PRESSURE AT GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem I S ❑ U 23 S 0 U 0S ❑ U I ®S ❑ U ®S ❑ U ❑ S 1� U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles I Structure ( GPD /ft Boring # Horizon Texture Consistence Beaty Roots Bed Trerldt in. Mansell Qu. Sz. Cont Color Gr. Sz. Sh. . 4. �' � �'� 0 -� l � `'11Z 3 Z � - S � �... Y�1 Cb Yyt V' `� Z S - • S - Z G 30 1b�2316 — _ I s l z� sb`2 ��1v�� �S . s � b Ground 3 o -q7 - �-S`12 V / elev. 9 -Z e4 svS \��� 01= 1p �z S 1� s�'I w j cZ� - 1 .S -1 R S r Depth to limiting :?�'` i' Std • N l tv�Jl >J factor Remarks: Boring # ..: 0...(c L p`'1(' 31 y s J Zm s 5n `rn U � r L° S ,.. • s � a Z b -Z-B - 1 S`I R. 31 " :S G I `Zrn Sb rr:v cyr CS .S 6 - � •S �R V/ U Ground b `3 S O �� J - elev. Lkz�0 O IL Depth to limiting factor 3 Remarks: CST Name: - Please Print Phone: Arthur L. We erer 715 -425 -0165 dress: - egerer Soil Testing & Design Service -P.O. Box 74 River.Falls,WI 54022 Signature: / ;� Date: CST Number:. �i�� 7 �iG s�. �4- 1b2 - -17, r�r) 220254 I PROPERTY OWNER KybQ l SOIL DESCRIPTION REPORT Z PARCEL I.D. # O Page _____ of _ Boring # Horizon Depth Dominant Color Mottles Structure :•.::•:::... .. in. Munsell U. Sz. ConL Color Texture Gr, Sz. Sh. Consistence Bourifty Roots GPD/ft Bed Trench 2 'MSb1t Z - ),S , tIZ 31 Ground 3 60 -103 Z S `'1R VA S OS9 t^i1 � elev. q Z cap N S C� r p— 1U`] S S1 l `l v- S Depth to F— 1 limiting factor 7t03 Remarks: ! Boring # t rw 1 D- y >z qA -) s si �.�.s t �s�,t yn V-(' � S -- • y ! . S Ground 3 50 —i ?y - 1,vtiZ q 6 S elev. Depth to ? limiting factor + 1 Remarks: Boring # SL Ground elev. i csz it. Depth to i limiting factor i >t0y Remarks: Boring # i Ground elev. 1t. Depth to limiting factor Remarks: _ . r. rl n�•iNh •.r . L 1 PLOT P LA N Page Z� of SCALE 1 "= ? O ' LI if �'t - �.-- 1�D,�' nti t�,t-t'tGu , 3ty �i� ��3C ; =` �c .•.1 /Lt'; >;_r,'_ I IQQTT� ll� S t'et'LL�1Z = Q 1 tJ S�j YC1..L Z "�'�''" � ��:.� j � )C S b- 2.S • LQTJ �] 1'�1 1`[� .. _ Z. Z 'R'z -P v e�'c�'S, �r't 3 ' x s � _ ZS ` u,hr G iv t `rfE l+1GH tFT ?i iZ1`;~f I s�� �' � L- QE't 4 Ci4 t`f�t �'1Z� . CoUez li r'�1°M > Z" . �FT� Y-I" ac � r n 0 S �D � l S L`ti e- ovt��'�� ,�- 1'�- 1f� G t - c NE EQS. t'�r OF CIJ;QS"MjC'j?o.'•j f �1�LlV� i,� �i�2v �.C'�� _1 �Z - `� r l ( 715 ) A25 - zzazsy CST Signature Date Signed Telephone No. CST # Wisconsin Department of Commerce SYSTEM Count PRIVATE SEW Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No-: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. 353137 Permit Holder's Name: ❑ City ❑ Village E kTown of: State Plan ID No.: Vandenber2 Vernon I Town of Rush River ft5 to.* : 2 gZ?0Z CST BM Elev.: Insp. BM Elev.: BM Description: arcel Tax No.: 3 f �� PJC_ — Sow us &A.. 028- 1017 -10 -200 TANK INFORMATION ELEVATION DATA TYPE MANUFACT URER CAPACITY STATION BS HI FS ELEV. Septic Bench mark p l„)'3CJ/ p� � oa Q",g,S t30.0 Dosing Alt. BM Aeration Bldg. Sewer o � Holding St/ Ht Inlet SL icro,03 TANK SETBACK INFORMATION TANKTO P/L WELL BLDG. Air to I ntake ROAD Air Septic 0 10 SO r NA Dt Bottom 2 3 6" T 8 Dosing f ti` top NA Header / Man. 1�_' VIP Aeration A Dist. Pipe S. $4 )07-8% Holding Bot. System . p2 . 2 / �bo PUMP/ SIPHON INFORMATION Final Grade * S Manufacturer Demand St cover Model Number J f 3 4 ��GPM 0 Js TDH Lift $2 ' oss I) Friction �a Systema TDHl�'� Ft ead Forcemain Length 17 Dia. F :2 f Dist. To Well SOIL SYSTEM BfiQ4,TBfAQL3 Width Length / No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSION SYSTEM TO P/ L 1 BLDG WELL LAKE/STREAM LEACH G M acturer: SETBACK i CRAM O INFORMATION Type Of � f IT odel Number: System: M DISTRIBUTION SYSTEM Header/Manifold u Distribution Pipe(s) If x Hole Size x Hole Spacing Vent To Air Intake Length - - Dia. �- Length � T. Dia. I Y Spacing f / 0 34 SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed / Trench Center Bed/ Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: 11 / 3 /91 Inspection #2: -�--f- � p WI SW1 /4 NW1 /4 ection 12 T28N - R17W Location: 451 200th Street, B aldwin, ( ) - 12.28.17.87B / _ I Df.e's 7 ?V o p ?- 44` m_,_ X14 yam g1E © 5V 1 V r Sewer 142 1 ( L Fi�j VAe t 2 � Lei r s� �2�.►t . Plan revision required? ❑ Yes P4 No other i for additional information. I ( 03 qq Use t side ad y I -rfjlfl�E SBD - 6710 (R.3/97) Date inspector's Signature Cert. No /t 1 ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: 1 W i } E t f 4 f d } a d # s } s „ t - i .�.... Y g g t � l ` � b d f t � S a . v v e .. ..a .g. ».....° —4— . .°.. .. m... ... ..,.. � { tm z } 4 t S $ t e 9 s e «....,,".,..... .. . y.._ .° m. a... .°°. �: y '- ,..,.,..- $., �..... ;. � .,,. x. _.°°...,. _., ..." _... g ... . ., z �. � . "� } I I � Safety and Buildings Division 201 W. Washington Avenue `�SCO/1S /n SANITARY PERMIT APPLICATION p O Box 7302 g In accord with ILHR 83.05, Wis. Adm. Code Department of Commerce Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the sys 8 County than 81/2 x 11 inches in size. � a )e • See reverse side for instructions for completing th ap � Ion Ii,�1'r tate Sanitary Permit Number ���t' ✓El' 353 13 9 Personal information you provide nay be used for secondary purposes — i. ' �, heck if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. I f 5t to Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT _ N sr xON Z �- Prop rty Owner Name /I� erty Location J _ �i �C ia¢ T �� , N, R / E (or�V Property Owner's Mailing Address �c+ •1 r Block Number 0 State Zip Code Phone Number Sub Ivlsion Name or CSM Number .b Gdr i :, is' — p O ff. () / ) 6Q 3 p.2P '.2 II. TYPT OF BUILDING: (check one) ❑ State Owned ❑ Cit Nearest Roa ❑ Village p Public 1 or 2 Family Dwelling - No. of bedrooms — Town OF v� uS �t z �R ��O s� Ill BUILDING USE (If building type is public, check all that apply) Parcel TaxNumber(s) 12- 245. 1`1 - 4"Z¢✓ 1 Apartment/ Condo 6 2 P /D / O }- OLD d 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 ❑ Other specify IV TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable) A) 1. M New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an ------ System ________ System___ Tank Only______________ Existing System ________ Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 [$'Mound 30 ❑ Specify Type 41 []Holding Tank 12 ❑Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation 3'0 ^7 Feet / O Feet capacity VII. TANK in Ca allo g Total # of Prefab. Site Fiber- Exper INFORMATION Gallons Tanks Manufacturers Name Concrete Con Steel glass Plastic App New k Existin structed Tans Tanks Septic Tank or Holding Tank ❑ 1 ❑ ❑ 1 ❑ ❑ Lift Pump Tank /Siphon Chamber QQ ,,, 46 1 ay ❑ ❑ ❑ 1 ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber'$ Name: (Print) Plumber's Signatu (No St ps) MP /MPRSW No Business Phone Number: ✓��- -� ��° 6 y ? �$ 73 Plumber's Address (Street, City, State, Zip Code): T S %L IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved nitary Permit Fee (Includes Groundwater ate I ssued Issui Agent Signature (No Stamps) ! 'Approved ❑ Surchar a Fee Owner Given Initial "� � g Adverse Determination �S I to Q X. CONDI 10�$ APPROVAL/ FOR DISAPPROVAL: I SBD- 6398 (R.11197) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS , 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608 -266 -3151. To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. Ill. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. I V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 81/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. r - - Safety and Buildings 2226 ROSE ST • Vi sconsin LACR OSSE TDD #: 6 264 -877 i www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 25, 1999 CUST ID No.267341 ATTN.• POWTS INSPECTOR WEGERER SOIL TESTING & DESIGN ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL "� �� APPROVAL EXPIRES: 08/25/2001 Identlfica ` ers ansaction ID N 242702 D Sit ID No. 179340 CTIVE SITE: �i. to se refer to both ientiftion llutbers, Site ID: 179340 t r ^ , ; _ { ov , in all correspondence with thr agencyi St. Croix County, Town of Rush River i 9 Ix SW1 /4, NW1 /4, S12, T28N, R17W Coen Facility: Vernon Vanderberg Proposed RAi ZONING; OFFICE FOR: ! ` Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ITSo 48�i9�S 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: • 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. Slats. 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/installation /operation. 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 08/16/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 785 -9348, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WiSw i i - nTi -a S \- Ec- — i ` t Page of 6 MOUND SYSTEM FOR A �5 BEDROOM RESIDENCE LOCATED IN THE SW 1/4 OF THE NW 1/4 OF SECTION \Z. ,T Z 5 N, R V1 W, TOWN OF COUNTY, WISCONSIN. INDEX PAGE 1 'of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW -CROSS SECTION PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT .PAGE 5 of 6 PUMPING CHAMBER PAGE 6 of 6 PUMP PERFORMANCE CURVE y PREPARED FOR AEG V�2NON VPNlz�EN B t�Z G _ ° tl'.. °R,, Z 7 999 PREPARED BY WECEF SC3 I L- TEST I 1 ca DES 3c Calv� z cE a1�SCoNs/ F.O. BOX 74 421 N. 11AIM ST. awntua RIVER FALLS. VI 54022 W 0.9'5 R P p 715 -42`5 -0165 MS. r C0II tt.b��I� I G��� �► wo N ()Nf L 3 GI yI 1N5E14T of A BUILDINGS DIVIS�G SAF TY -. cL CORRE• NDENG JOB NO. �' PLOT PLAN Page Z of b Scale 1 "= CIO' I I U&Je3 OT CL 8.3 B I i �o td Jz� v S �r t iti, , 4.Z.` Coy , 1 s al �. 1uU�o' o►vq'�l�iG�{,3 ?y "b1A PUS PiPC W /L4T)4 hD WQIL'0.1 NT LOS T s& Fi 11 y1ovx o, 3 O ��� m Page a:,Of Approved Synthetic Covering t�sTM c 33 Distribution Pipe Medium Sand _ � Topsoil H_ G F Elev - . 101-S 3 E , u b `7 % Slope Force Main Plowed Trench of 2 " -2 %2" From Pump Layer Aggregate Undisturbed D 1• Ft. Soil E \•3S Ft. Cross Section Of A Mound System Using F 8 Ft. I Trench For The Absorption Area G 1 a Ft. A S Ft. H 1• S Ft. B - t S Ft. I 1 5 Ft. Linear Loading Rate= b-Z GPD /LN FT D - 1 Ft. Design Loading Rate= b.3 GPD /SQ FT K '\l Ft. L I�t Ft. Position of Force Main W 1 Ft. L J Fer6 s .B �— K Main_ W Distribution Trench Of 2 - 2 2 Pipe Aggregate Observation Permanent 1 Pipes Markers (Anchor securely) Mound Using I Trench For Absorption Area Page Of Perforated Pipe Detail 0 End View End Cap Perforated PVC Pipe Install permanent-marker at end of each lateral I Holes Located On Bottom. • /� //� Are Equally Spaced Q End Cap * PVC Force main Distribution Pipe Lost Hole Should Be Next To End Cap Distribution Pipe Layout P Ft. X 3� Inches Y a6 Inches Hole Diameter < <y Inch Lateral Inch(es) Force Main Inches # of holes /pipe \Z Invert Elevation of Laterals 10 3:o Ft. Place 1st hole from tee with succeeding holes at 3 6�r intervals. Last hole to be next to the end cap. Combination Septic;Tank and PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE S OF E� -VEIJT CAP WEATHER PROOF JuuCTIOLI 80X ti "C.I. VENT PIPC APPROVED LOCKING 10' FROM DOOR, MAIJHOLE COVER INIV - ,iiuDOW OR FRESH wARtJIL16 LP.9EL. A19_ IWTAKE Cor.IDurT tj I GL C)3 f r' u I 18' MIIJ. y "lusl?�Dar.� PI?'r 111 - -- IIJLE T PROVIDE — I I • AIRTIG T 5 I I H SE AL I I APPROVED JOIAIT A I I I APPROVED JONT_ W /C.I, PIPEORN Tank construct I III w�C I P�PE�P.c shall comply with I ALARM ILA' 1,3.15 and 33.20 I I oW C qS - 6`1 I LLEV. FT. � PUMP — - -J . ` OFF D CO CRETE BLOCK 3.. AA>'Ftp�L'D RISER EXIT PERMITTED OKILy IF TAW MAIJUFACTURRR HAS SUCH APPROVAL S IHE • __...3131........ SEPTIC SPEC.IFICATIOUS DOSE TA1JK MANUFACTURER: CL T� QUMBER OF DOSES: Z -) S PER DAy TANK 51ZL: L00� 4 600 GALLOWS DOSE VOLUME z ALARh1 MALiUFACTURCR: S. (IZO S`ca`t t S )MCI- UDIAJ& BACKFLOW: \ ` GALLON MODEL ►DUMBER: �W CAPACITIES: A= IMC14CSOIL 30l•l� GALLOWS SWITCH TtJPC: �cUR"`i' B= Z IWCHES"OR 33 'y G(LLOLIS PUMP PkAMUFACTURER: _,7 CD C= g INCHES OR 133` 3 GALLOWS MODEL MUMBER: 53 D- INCHES OR \33 - � GALLOWS SWITCH TYPE: w1 MOTE: PUMP A M D ALARM ARE TO 5E MINIMUM DISCHARGE RATE 2-a10% GPM INSTALLED OW 5EPARATE CIRCUITS VERTICAL DIFFERENCE DETWCEU PUMP OFF AUD..015TRIBUTIOW PIPE.. 7 - 33 FEET + MIAJIMUM AIETWORK SUPPLY PRESSURE , , . , . . . . . . . 2.50 FEET • Z� F E E T O F FORCE M X I-61 F j D - 3 2 Ioo ► r . FRICTIOW FACTOR.. FEET TOTAL DyWAMIC. HEAD = I)' �S FEET Pump chamber DIAMETER I IIJTERAIAL. DVALWSIOIQIi OF TAWK: LENGTH ;WIDTH — ;LIQUID DEPTH 36__ BOTTOM AREA - 231 = - GAL /INCH AS PER MANUFACTURER = )'6.7 Z GAL /INCH it 3 15/16 6 5/32 HEAD CAPACITY CURVE "53 - 57" - "55 - 59" SERIES 4 5/8 1 1/2 -11 1/2 NPT 25 TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE EFFLUENT AND DEWATERING 3 15/15 0 6 SO SERIES r — 4 Ft. Meters Gal. Ltrs. 4 1/16 U 15 5 IM 43 163 Z 4 10 3.05 N 129 r 15 4.57 19 72 < 10 10 ,� lx" vai 19.25' I I C H 2 5 � 10 1/16 0 U.S. GALLONS 10 20 30 40 � 50 I 3 3/32 LITERS - 0 0 80 160 FLOW PER MINUTE snw SK558 CONSULT FACTORY FOR SPECIAL APPLICATIONS - Variable level Float Switches available. - Available with special cord lengths of • Variable level long cycle systems available. 15', 25', 35' and 50'. - Alarm systems available. • Duplex systems available. SELECTION GUIDE Standard cord length - automatic 9 ft. 1. Integral float operated mechanical switch, no external control required. Standard cord leng - non - automatic 15 ft. 2. Single piggyback variable level float switch or double piggyback variable level float M53155 and 57/59 Series Control Selection switch. Refer to FM0447. Model volts Ph Mode Am Ds simplex Dup lex 3. Mechanical aftemator "M -Pak" 10 -0072 or 10 -0075. M53155 & M57/59 115 1 Auto 8.0 1 or 1 &7 4. See FM0712 for correct model of Electrical Alternator, E -Pak. N5 3/55 & N 7/ 9 11 1 Non 6. or or a 5. Variable level control switch 10 -0225 used as a control activator, with E -Pak (3) or / D57/59 0 1 Aut 4.0 1 or 1 & 7 _ (4) float system. E53/55 & E57/59 230 1 Non 1 4.0 2 or 2 & 6 3 or a & 5 6. Four (4) hole J -Pak, junction box, for watertight connection or wired -in simplex or 2 pump operation, PM 10 - 0002. 53 Series - WL 22 lbs. 57 Series WL 27 lbs. s 7. Two (2) hole J - Pak, junction box for watertight connection or splice, 55 Series - WL 24 lbs. 59 Series - WL 30 lbs. P/N 10 -0003. CAUTION For information on additional Zoeller products refer to catalog on Combination starter, FM0514; All installation of controls, protection devices and wiring should be done by a qualified Piggyback Variable Level Float Switches, FM0477; Electrical Alternator, F100486; Mechanical licensed electrician. All electrical and safety codes should be followed including the most Alternator, FMO495; Sump/SewageBasins, FMO487;and Single Phase Simplex PumpControVAlann recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). Systems, FM0732. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 Louisville, KY 40256 -0347 Manufacturers of.. SHIP v 3649 Cane Run Road Louisville, KY 40211 -1961 QvauTYPUMPS SNCE �979 PL/MP !O. (501) 778 - 2731.1(800) 928 -PUMP FAX (502) 774 -3624 Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 3 Labor and Human Relations Of g ` Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code # COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and '% of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to neares�c_. i 1 I f ^ O Z £3 - 1p \� _ 1v APPLICANT INFORMATION - PLEASE PRINT ALLf Fb. MATION REVIEWED BY DATE PROPERTY OWNER: ;' y /rFtPPERTY LOCATION 1 v f1Z OJT v f))t1 `8 1/4 NW1 /4,S 1'Z T 2.f:5 ,N,R 1 E(or W PROPERTY OWNER':S MAILING ADDRESS• i BLOCK # SUBD. NAME OR CSM # 1 -l' I zoo `rtt Yr. .� �� - Q KzQ IP)6 CITY, STATE ZIP CODE PHO Nk�f�IBER CITY [3VWGE ®TOWN ' NEAREST ROAD 3PtLk D�IIu L�J� ScLDOZ C7IS ` . Z\SS.L};IV�SZ ZocD YN Sr. New Construction Use Residential r / Number of borhs '� [� b�, � [ J AddibQn to existing building Replacement [ ] Public or commercial Code derived daily flow L1S0 gpd Recommended design loading rate — bed, gpd$ • 3 trench, gpd/ft Absorption area required 1 S bed, ft '_� S trench, ft Maximum design rate S bed, gpd/ft • � trenc~, gpd/ft Recommended infiltration surface elevation(s) l b - � S ft (as referred to site plan benchmark) Additional design / site considerations M OU1vp kl/ S S '`T1r�eb� . 1 t'•�V . VLZ or S frx Fi L - - Parent material \- Oti5 S OUP ') LL Flood plain elevation, if applicable rJK1 ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem 11 S ®U Z S ❑ U ❑ S RU ❑ S ca U O S Elu [is Q U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Cu. Sz. Cont Color Gr. Sz. Sh. Bed ITmirch �o�23tZ -� si\ Z �� 1, I -c un `Fy. CS z� • -6 IN 2 g=ZS to `t 2 rf1Y — S i Z►,t 31 z WITI,_ CS ly Ground 3 2.S Lj "1lS R S elev. ft Depth to limiting factor Remarks: Boring # 1 0 -9 C-3 Z q_z 1uk� si ZmSbk w\`FI- �s l`� Ground 3 3 -S K r2 YI elev. It. Depth to limiting factor Remarks: CST Name: Please Prini Arthur L. We erer Phone: 715- 425 -0165 e Soi Testing & Design Service -P.O. Box 74 River Falls,WI 54022 Signature: Date: CST Number: ill �zZ d,'� �9_ t62' -12 `7� 220254 PROPERTY OWNER SOIL DESCRIPTION REPORT Page? - of PARCEL t.D. 101`1 — 10 Boring # Horizon Depth Dominant Color Mottles Structure GPD /ft in. Munsell Texture Consistence Roots Qu. Sz. Cont. Color Y :> Gr. 5z. Sh. Bed iTmrxh ZIP • .� Z f o H r2 C.s Ground — 1=S-uL of 1`S / elev. `72 S 8 sc,� Q—S 4t +vt`Fl� V -0 ft. ( A c 1 .S-f ft 5 C� � CSb1t �J { - •2 i.3 Depth to limiting ; factor ,� t Z f Remarks: Boring # a, .� ....... . .........?.. Ground i elev. t ft. 3 i Depth to limiting t factor f 1 Remarks: Boring # Y22a' ?M1.;yS i l Ground elev. — ft. 1 Depth to limiting factor _ Remarks: 3oring # k i ,round i ,lev. ft. )epth to imiting actor Remarks: _ PLOT PLAN Page 3 of 3 SCALE 1 "= TIN AN 00 1 \Z5 iJ S 6h1#l- tsz, luo•0' o^, q`�t1G1E,3�y"�lR Pv� f 't- I !z- "S T"� C19 -L 6 Z zZAl$t ( 715 ) 42A-0169 CST Signature Date Signed Telephone No. CST # Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT P of 3 Labor and Human Relations g Divisien of Safety & Buildings in accord with ILHR 83.05, 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 % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 1Q 1`1- Iu APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION N E \Z�'j OIL v P�1V D;E�j Lk126 GG19. 6(9 S`3 1/4 NW1 /4,S 1Z T Zrb ,N,R 1'? E ( PROPERTY OWNERS MAILING ADDRESS. LOT # BLOCK # SUBD. NAME OR CSM # 1 -) - 7) ZOo `r)f ST. - — C SM C� - K4/ ru CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE ®TOWN ' NEAREST ROAD F�L'D n.>I" k) I SLLOoZ ( IS) 6.6 y- 3698 vSN ! R1 VE2 ZoO tlF_ S_r [� New Construction Use [>I Residential / Number of bedrooms 3 [ I Addition to existing building [ j Replacement [ ] Public or commercial describe Code derived daily flow �-1SZ gpd Recommended design loading rate — bed, gpd/0 • 3 trench, gpo1ft Absorption area required = S bed, ft 37 S trench, ft Maximum design loading rate S bed, gpd /ft trench, gpd/ft Recommended infiltration surface elevation(s) lb? . S ft (as referred to site plan benchmark) Additional design / site considerations 1'`'1 OQY ,�) kJ/ S 'sue 1 S '`Tlz vQk . )"1 `•AV - `Z of S t1x- F1 _t_ Parent material L yti5 S - OU \`� `n LL Flood plain elevation, if applicable rJ11 It S =Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem [is ®U ZS ❑ U I ❑ S ®U [is o U ❑ S B.0 ❑ S M U SOIL DESCRIPTION REPORT Depth Dominant Color I Mottles Structure + I I GPD /ft Boring # Horizon Texture ( Consistence Botrldat)r Roots in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. Bed Trench wlx 1 0 -3 �o - 3 L Z� , S •6 2. g Z.S to `t IL c1l y — S Zit 36? wt�t� C-S 1 rt • 5 b Ground 2 S -` B I O`-t R Ll .5 EZ S elev. 10 ft Depth to limiting factor Remarks: Boring # 1 1 0-9 Lb`l \Z3f Z s�� Z`FS�1Z wt CS Z k z q zy. 1 uq dz sL 6 — s si 1 Zm m _( 2 t— Ground 3 3 6 z •S 2 �1 - S�c.1 �csU�c �n ` cs , Z elev. 1 4 36 -ll�f �.S`1JL�16 �1•�`tfZS C1 l�s�k Yyt 4. , 'L' .3 RI S , It Depth to limiting factor Remarks: CST Name Print Arthur L. We erer Phone: 715- 425 -0165 e rrs: Soil Testing & Design Service -P.O. Box 74 River.Falls,WI 54022' Signature: ` Date: �, CST Number: 11 /4—t'- C) 9_ 161 —tZ [rj 220254 PROPERTY OWNER N f' V"i ( Q SOIL DESCRIPTION REPORT Page + Z-of "3 PARCEL I.D. M X - !O Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD /ft in. Munsell Consistence Roots :... Qu. Sz. Cont. Color DAY Gr. Sz. Sh. Bed Trench 4- Z zy o �r rZ — S;1 Z►� s b� �l y't- c.s L • s 6 Ground 3 24- 3 � elev. S -� , S `11' S �8 s c t �SbF� +vt `Fl - CS • Z .3 V ot.o ft. 3� -SS �.s y2 ��� 1, .s�i s/� cl 1 csb� m �'>^ - •-z. i,3 Depth to , limiting fa ctor LY Remarks: Boring # Ground elev. it. ! Depth to limiting I factor Remarks: Boring # I Ground elev. r t Depth to i limiting i factor Remarks: 3oring # _ around i ,lev. ft. )epth to imiting actor Remarks: _ PLOT PLA Page of SCALE 1 "= b b� FvT\j e oT � q 1 ti ..3 $ 1 Sr �t�2 V -LZ 3 c � \vim 0 �uo.o' ?vj pe M �-_ \p 1, 4' 6" << n - y 44 m I 1 <<z h, Tv ci PTw N" ! 715 ) 425 -n7 nS CST Signature Date Signed Telephone No. CST # ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address L� 7/ - .� O Th s Property Address �'�-/ pp 7A s7- (Verification required from Plaaaing Department for new construction) Cityatate o t o h Parcel Identification Number a L EGAL DESCRIPTION Property Location %, Z211 Scc. / n T w ( > N -R�ZW, Town of /0054 Subdivision Lot # Cerffled Sarvey MaP # _Z Volume A, Page # 3 Wart Deed it D Volume Y , 6 1 -2 Page # Spec, bonne O yes 91 no Lot lines idm ifiable (a yes ❑. no Y S T W- � V it 1T N'' N� 4 N C E y �� ofy= sysaaaoonIdtrsaltiaits ooasistsofpa> goat See septictamevct3,g P�arfa =tobaadlewast=Proper=matcaaaoc cad affect.tba .fuactioa of the if aecded bq u Yuoeasodpampc� WI>at yna pat.iato tive system scpt''c taalc as•at catmeatstage is See iyskziL saperty owner agimes to tabs to St: atiQ Zaaiag Dcpaztmcat 3i,arti form, signed by the 4nnet and by a is p 3° P��todplmmb=orituz ascdpmnpervcrifybgt6at( 1), dcon�iteiaastcavatordisposalsystcm Proper opuatiag ooadibion aad/or(2) afteri on aadP=Piag.(if necessary), the scpt�ct wk less tbaa W M of sludge. '+ igncdbnne rad the above wquit sndqptee to maiatria the private sewage disposal system with the standards pct fad berciat. gas set by d e Dquctn zt of Ooma�= and bye DcpuW..d of Nat=ai ' �Y'�uP�sy�bas'6ocamaiz�tbe Rcsozrnoa;StateofWisoozzsin.. Certificatica days- of the throe year =Piratioa date. Complded and fi red to the St. t�oix.Cotmty Zoning Off x within 30 SIGNATURE OF APPUCANr �— DATE OWNER• CERTIRICAZTON I (Fee) ratify that all swcaacats on this focal ate true to five best of my (our) kaowt true PZOPcdY 4=xlcd above, by vittac of a ma I (we) am (are) the ownct(s) of w'�Y deed r000nd� is Rcgist�cr of Dads Office, SIGNATURE OF APPLICANT DATE « « « « «« Any iafozmatioa that is misted may rCUdt in the sanitary Punut being revoked by the Zoning Department. s• «a.. «« Include with this application; a stamped wauanty dcod from the Rc&Cr of Dec& odic IL Copy of the Cer find sutvcy map if refcroaoe is made in the waMrity dcod we—My DIM— (' --u-t V n, (STATE OF WISCONSM) Sac 286.16, K'le. SWtu �. x. ,y roil Nn. I PubllnhWl by Rau ,'lain R, »a • t74tloue" la This Indenture. M d� thf, day of December A. D., 1969 between ,ennie K. Vandenbergrg -, _. l;idow, part J of the first part, and pair of the sPcond part i'.?ih ?tS Pi�I' That the .� :;; tart of the first part, for and in consideration -�f the ,um of ' *'"w�l✓e and no/10' . a12,000.0C, to her in hand raid by the said part ti of the second part, the receipt wl-er -o: is herebt- confessed and ackn:, h3 s given, r >rante� � i, bar>a:, � -Il.'. <r;nis: r n.: con,irmeu, t,lld ,Presents do( rive, gran, h � -:, r.6rm unto the said n.,rt of the second; Part, the foll;)wir., ie •., ib d r( ^state. ctt'r ;,,d i o ,7':,I stati' L� One - i. ; r ,r in I : that the above b rr+ airrerl pia = raises in the quiet R- l c,:,eabie possession of the said Dart; of the i 'I Leirs - md assigns, against all and every person or persons. lawfully claiming the v h,,!v or i y ' :?.ir, 'h. ic• �.J" will forever WARRANT and DEFEND. % 3�' DrUCL-C, the' "aid P"F" of the jir�, pet 'i;f he - < , unto set ha an(! h i s a:ly ut A. D., Vi e, It IL K. 77 III C) L cl: i 9 ��� 9°► � 11 �9 y S�- w N CERTIFIED SURVEY MAP VERN VANDENBERG Part of the Southwest 1/4 of the Northwest 1/4 of Section 12, Township 28 North, Range 17 West, Town of gg fi� Croix Count Wisconsin. NW CDR. SEC. /2, ���;`7i•�� �iV �� ��7 N / I 12" IRON BAR FOUNDI . N LINE SW //4 NW I14 ( P�. ATT�Q 0�;2 LAN DS 500.07'37 "E 33.00' = N 89 "E 612.39' N 89 33.00' [3 3' 3 .00'1 579.39' N CENTIRL /NE 4t I � I 3 � I � BARAGf � SHED 9a� O O 12 WELL BARN 2 I �I M 1 Q SHED 3 2 I m I w Q - q $NED W J - I „M a I r, 0 b O N N 1 DWELLING 'o QI 4, ki 5 - z W Jj O w O a a I I i LOT ” �I Z` �^ I �j 14.532 ACRES 4, m 5 633, 026 SG. FT. n QI o I Q rn J Q c 4, O m 13.790 ACRES 600,672 SO. FT. 0 4 la ly c 2I Owner's Address: 471 200Th St. Baldwin, WI 54002 IQ z 33.0,, 615. ' This instrument drafted by M N t0l t`: I Laurence W. Murphy OI (5 i N 90.00'0 "W 64 8.04 SOIL BOR /NGS6 LOT 2 5.000 ACRES A 0 b I� 1 �o E //4 CDR. SEC. 12, T2BN, R /7W, 0 I 2 /7, 803 SO. FT. m lP.K. NAIL FOUND) 4.746 ACRES EXC. ROAD R.D.W. M 1 206, 719 SO. FT. 33.00 1 648.94' ' 4 633.72' (,1 2' 1 615.94 ' r I I N 90.00'00 "W 5282. 66' f/W I14 LINE W // 4 COR. SEC. 12, T 28 N, R /7 W, /y fRAI L ROAD SP /ICE FOUND/ APPROVED UN P L A T T E D LANDS 8T. CROIX COUNTY `��� SC A L E / " = 2 0 0 ' Planning Zoning and Parks Committee ` �� 4 _ ., S O AI q �►i," .- Wo 0 so' l00' 200' 300' 400' 500' 600' =%% �( "' I � SEP 2 91999 , - `� 'LAUR . E' • m • W M RPHY • °C if not fecorded w ithin 30 days of Z G7 • C LEGEND approval date approval shall be Z 713 %. O Indicates 1" x 24" iron pipe weighing 1.13 PVV)4rd/ ft. set IvER FALLS y �4 •., WISC. • i Indicates fence. 9F •••..... ''•SJ��••• R (10.0') Indicates previously recorded data. ,o� ,A ND��� SHEET 1 OF 2 Vol . 1 3 Page 3736 I - V i V 1 N n � w m o 0 r i «os o w c,1 v W Li ri O D O I A Co CM ti � J X 70 ciIs ( ►,� A 28'