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HomeMy WebLinkAbout026-1022-10-200 • \I O o O d E O rJ 7I I Q A 'a y 3 W m CD N to (Jt Cp 0 N N CD 7 CO 7 co N O N N N a Z O O O 0 CD 7c W O (0 A N C CD AD 3 a • to to o 0 CD co O �! m Cn a C, o ro m m _ C. 3 a) CL CD U) (D � N O C n i � .. a - 3 h� A � O Z O O 0 Z c r '9 G G Ul N T CD V (0 !Y Of lA N � 3 °1 c 0) z N z -- z o D D o n0 O o CD a !�w • : til ;0 CD c w m Z = a -i N O p Z A su � Q. W � o CL 3 z ~ A TJ O O w f a � a v a c N j G O N C z n N N Z to o a a I � a I ti 0 0 V A (D tip v, i Q 0 (D o b ° o 0- ti 3 Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page L of rarxl At -luman Relations ion 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 nearest road. _, /&- -� - 9"1 APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPS OWNER: PROPERTY LOCATION -' GOVT. LOT / 1/4 1/4,S T In N,R E (or)d�i PROPERTY OWNE R':UiAIL]NG ADDRESS LOT # BLOC SUED AME OR CI , STA ZIP CODE PHONE NUMBER ❑CITY ILLAGE [ZITOWN NEAREST RRO �(] New Construction Use_} Residential / Number of bedrooms [ ] Addition to existing building (] Replacement [ ] Public or commercial describe Code derived daily flow gpd Recommended design loading rate bed, 9Pd/ft trench, gpd /ft Absorption area required bed, ft trench, ft Maximum design loading rate gi bed, gpd /ft -i,, trench, gpd/ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design / site gonsiderations Parent material / Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S _I U a S ❑ U EIS .®U [I S -O U ❑ S 12W [Is ,® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. nt. Color Gr. Sz. Sh. Bed Tmnch mw U Ground elev. 7�S Depth to limiting fac� Remarks: Boring # Ground 3- " �� v elev. > ` �_ — ft. y . Depth to limiting facto Remarks: G CST Name:— Please Print Phone: 3 A ddress: ,n Signature: Date: er. 2�z�___IL ���� PROPERTY OWNER SOIL DESCRIPTION REPORT Page of S PARCEL I.D. # Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. nt Color Gr. Sz. Sh. Y Bed Trench ") l Ground _ ld elev. 7sgC 9 / ft. _ — — Depth to limiting factor Remarks: Boring # v Ground elev. ft. Depth to limiting factor Remarks: Boring # .................. Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) t d3 r i i i I 1 �o� UNPLATTED. LANDS' o West line of the SW1 /4 of Section 6 �a �- N00 ° 02'04"E 0 N00 ° 02'04 " E 1179.90' N N� O 1446.43' �� . µ+ Jo an a+ o CD M pa o � '' .. We O 1� A O c ? IC/� I-h z 1C) 0.0 a 10 o d N 1Z T9 � ro —` er �'e IN tA OD 0 En O A N V Q rt ~ • \ a ICS N --q .P 1Z►{ N H O 1 O m I�n J • •. ITS ' ft >>iioo =c C F ! 0(D rn to to u -+ , er r• 2D-11 0 "1 ' ly _ V� O (n -- I tt tt 0 C y 0 .. .. Imo. N r-. C to ZO -,! o O 17 �Z r+II C�• II t0 7 Co IQ Z m rn 0 0NO 1219 �I I 1� CO a I� t= Oct Ir 0 o v+ O Its v = in '� C/) o N aD 0 I �W � Ln N a �n� oo Z m IrnU- O z < a o trJ m w 1 S01 ° 15' 30 " E 970.45 F � N - CA :9 wr to vo 1� CO °° PARCEL IN VOL_ I� O a Its I-I, ICn PG_ In A � v N - - -_ R ID , O 7 a so i m 66 1 a, CA ti CO P •--• 0 at Ir I,_.., QD O W Ct 1 U, 3 IFS Inl v II-- its Ir N "°� Ifn I — I m IC n Im I= w N O I- Im ° ° U� IN 13 0% ICO D> tij o - a 40 0 3 z z w d l Oi 0 0 Gr 7 Parcel #: 026- 1022 -10 -200 03/01/2006 05:16 PM PAGE 1 OF 1 Alt. Parcel #: 6.30.18.8013-20 026 - TOWN OF RICHMOND Current X', ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co - Owner O - KRAMER, ERIK M & LORI A ERIK M & LORI A KRAMER 1750 95TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1750 95TH ST SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST G� l SP 1700 WITC Legal Description: Acres: 25.070 Plat: 4568 -CSM 17 -4568 FKA CSM 12/3299/03 SEC 6 T30N R18W PT NE SW & NW SW BEING Block/Condo Bldg: LOT 04 LOT 2 CSM 12/3299 (33.920AC) (EZ -U- 1111 -541) NKA CSM 17 -4568 LOT 4 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) (25.070AC) 03- 30N -18W SW Notes: Parcel History: Date Doc # Vol /Page Type 07/23/2003 731753 17/4568 CSM 07/21/1997 1252/494 WD 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 95463 236,400 Valuations Last Changed: 07/01/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 10.000 45,000 144,100 189,100 NO UNDEVELOPED G5 15.070 13,600 0 13,600 NO Totals for 2005: General Property 25.070 58,600 144,100 202,700 Woodland 0.000 0 0 Totals for 2004: General Property 25.070 58,600 144,100 202,700 Woodland 0.000 0 0 Lottery Credit Claim Count: 1 Certification Date: 11/03/2005 Batch #: 05-48 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 .. F JUL 3 0 1997 FILED JUL 1 5 1997 0 ST. CROIX COUNTY c. TMH.WgLSH SURVEYOR'S RECORD c.ro ft1swOfDeeds a C' �� SY.CroixCoN 562424 _ ?z � h UNPLATTED LANDS o West line of the SW1 /4 o Section 6 co 0) N00 °02'04 "E N00 °02'04 "E 1179.90' rt 1446.43' p o 0 Oro a, 3 m .i . Ffi Q► 2 �c 0 0 a ',d rt p If I Q O z 3 IC:) O rf O m o, I vs' T9 ::I � n ICA �, W rD 1 � V ' 4.- W. W n 00 V W r- �' V I(� M W V N rl' ~ CL N y Y 01 a • \ j Irn o • ° C 0 17 c x a y N O 1-h r A -1 -i a r7 !7 f7 r Ol OJ S S fD d 0 (7 7 A O O 0. c c`°o a 'n a � c 170 O Ch IM 0 c c (D -+ ccaD _' U CrJ 1 �. •�3 o —• oa a u, Ir ri• N r_ m F . . o O 17 IC 1 4 -n II y m cc c� •°° I z m I� A CO- - u n� Id o It— d o N3 OD o O I "� - I - I C p, C/) W V7 N N N I 0 C NO Z ° IM O N O Z Ln ONO V O I 1 1 - C ni I S01 ° 15' 30 "E 970.45' N ~ < in w - � w .� H - OD °° PARCEL IN VOL_ ___ Iz 3 o a 0 -+ o - / � c Id tfi -v U1 N - fi y ` C7 c_ NN 0 n �CNS� "c�o 50 IC-) rn o+ y ;z 02 CA Ct CD m O� C O I" 1 a LA O I CL 1 a, o II-" IM II = hit ON 4' iN Id [C) o O° !!� O N I Cn I--1 � ° W (D v "^ I"p IC N N 0 IG') I� IFS N W rt o ■ • IN ImC IN 13 N � ICO Ia co _ o 4w _ L' 1'O H 0 c a to = e z z U ;0 O 7 Or A C W N r • {N ;, 95TH STREET � W O a m a m C n m 1 1 Cn � O S01 ° 15'30" ' c East line of the NE1 /4 of 66.00' a N H 1 the SW1 /4 of Section 6 O z o UNPLATTED LANDS Q 0° r 0 01 N C V _ H 00 c � N ag � .� g �o H o Bearings are referenced to the East -west o ,- v 1/4 line of Section 6, assumed to bear • a N88 057118 "E. -5 NNW o .1Oe 0 Vol. 12 Page 3299 - Y ST. CROIX COUNTY ZONING DEPART AS BUILT SANITARY REPORT Owner E f v t, _. Property Address City /State co" ATY r ZONrNG C�F'tCE Legal Description: Lot a Block Subdivision/CSM # N)� , ) t/4 L t /4, Sec. LC , T aC N -R1 GV, Town of R c� y . CL PIN # �d (o —103 -D - } u SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION Tank manufacturer I j e s ,,� Size ST/PC I OuO/ 1e-c- Setback from: House S? Well P/L yrD - t - Pump manufacturer CQ ci o- l Model - c -� I (L Alarm location (HOLDING TANKS ONL Setbacks: Service road ent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: m o s.` k Width - Length Number of Trenches Setback from: House Ys Well N 4 P/L 15 - Vent to fresh air intake 6& ELEVATIONS Description of benchmark I v J2 ; " P 0 C Elevation E/ Description of alternate benchmark Elevation Building Sewer WR ST/HT Inlet sr s ST Outlet c'9, ¢ PC Inlet PC Bottom 9 5, 3 Header/Manifold 7 Top of ST/PC Manhole Cover AM 9 �' Distribution Lines () /al-7 () / c jo• ? ( ) Bottom of System Final Grade Date of installation LZ 0 / 9 'P r mber 3a y f, -5 State plan number 1 $ 3 O � 3 Plumber's signature License number �2 - a Date / � 7 Inspector Complete plot plan 1 NOTICE: Please provide the following: • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. PLAN VIEW r • 3 tip i 0 oaD /boo Combo tot o. e,r, $ a A S X INDICATE NORTH ARROW Wisconsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM CountytT . CROIX INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) SanitarlN%"' Personal information you provice may be used for secondary purposes [Privacy ILKN, s.15.04 (1)(m)]. K PgrLna 9Ver'jNaT : 11C [J�i�y j& "e E] Town of: State Plan ID No.: 1C CSST AA B MM MEE l ee c v.: �1{ Insp. BM Elev.: BM Descripti Parcel 021022 -10 -000 Cfb to Z uL TANK INFORMATION ELEVATION DATA A9800551 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic / � Benchmar - -D& Dosing BM G?•Z�v lO� Aeration Bldg. Sewer Holding St/ wf nlet �, 3 �' g 87' TANK SETBACK INFORMATION St Koutlet . ,31 q2.`>< TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake Septic Z /rJ �P ft NA Dt Bottom ,/b- . 5.3 Dosin g NA Header / Man. Aeration -- — — NA Dist. Pipe Holding — Bot. System PUMP/ SIPHON INFORMATION aX. Final Grade ,�� Manufacturer Demand Model Number w6D � 7C)GPM A ,1+ T H Li !%` Lriction System TDHCfl ead oss Forcemain Length ' Dia. Fi � Dist. To Well SOIL ABSORPTION SYSTEM /TRENCH Width LengtFj� i No. Of Trenches PIT No. Of Ritz_ Inside Di Liquid Depth DIMENSIONS (% DIMENSIONS _ SETBACK SYSTEM TO P/ L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION _ TypeOf I CHAMBER Model Number: Syste !' O N�t --'�� OR UNIT DISTRIBUTION SYSTEM Header 1 Id ,l Distribution Pip (s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length Dia. Spacing � 1, 361f SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over rt Depth Over r/ xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges a, Topsoil Yes ❑ No Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: RICHMOND 6.30.18.80B,NW,SW 1750 95TH STREET – LOT 2 J , 4 , is -a � is �C C�� u� sc�P rN► I �.fs. � l wt�[ Vb+ 6k Ate af� P�lanfev lion rquifk ❑ Yes ❑ No q Use other side for additional information. v� J SBD -6710 (R.3/97) Date Inspector's ignature ert No. SANITARY PERMIT APPLICATION Safe E and Washin v " Visconsin P.O. Box 7969 Department of Commerce In accord with ILHR $3.05, Wis. Adm. Code Madison, WI 53707 -7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 1/2 x 11 inches in size. • See reverse side for instructions for completing this application State Sanitary Permit Numb 3a.yb S z The information you provide may be used by other government agency programs ❑ Check if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. /75 ?5"' "' � gy State Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATION 1 /9 3a S 3 Prop rt O er Na Propert Location v t-: rn W V w 1 /4, 5 �Q T 30, N, R p ter) W Property Owner's Mailing Address Lot Number Block Number 3 S T) `f City, State 4 1, Zip Code Phone Number Subdivision Name or CSM Number Wz S ©t ( ) - ay - 3 2 II. TYPE B I ING: (check one) ❑ State Owned ❑ ity Nears oad ❑ Village P� Public 1 or 2 Tamil Dwelling - No. of bedrooms Town OF III. BUILDING SE: (If building type is public, check all that apply) Parcel Tax Number(s) /_ t n 1 O p • 8Os 1 ❑ Apartment/ Condo 1 0; 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 _ [New 2. ❑ Replacement 3, [] Replacement of 4. E] Reconnection of S. ❑ Repair of an `t_' 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 9 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 Rered (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation Iq S C7 S 3 7S 3 7_5 y a /D/ Feet A= ,e Feet Ca acct VII. TANK in allon Total # of Prefab. Site Fiber- E INFORMATION g Gallons Tanks Manufacturers Name concrete Con steel glass Plastic xper. App New Existin strutted Tanks Tanksl Tanks Septic Tank r Holding Tank Ow ❑ 1:1 1:1 1:1 1:1 ift Pump Tank iphon Chamber �tc7 13 11 Cl 11 Cl Vlll. RESPONSIBILITY STATEMENT 1, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumber's Signat e: ( St ps) MP /MPRSW No.: Business Phone Number: tom` ©� r-s S 3 l S (d S 3.5" Plumber's Address (Street, City, State, Zip C de): ` IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater D ate Issued Issuing A ent S (No m ) Approved []Owner Given Initial F Surcharge Fee) Adverse Determination `jam X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD M (R 11/96) DISTRIBUTION: Original to County, One copy To: Safety 8 Buildings Division, Owner, Plumber Safety and Buildings 15837 USH 63 HAYWARD WI 54843 -8107 I sconsi� Philip G. Thompson, Governor lip Edw. Albert, Acting Secretary Department of Commerce October 29, 1998 CUST ID No.273085 ATTIC• POWTS INSPECTOR CALVIN POWERS ZONING OFFICE POWERS EXCAVATING INC ST CROIX COUNTY 1969 185TH AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 10/29/2000 Identification Numbers Transaction ID No. 183083 Site ID No. 162455 SITE• Please refer to both identification numbers, Site ID: 162455 above, in all correspondence with the agenc ST CROIX County, Town of RICHMOND NW1 /4, SW1/4, S6, T30N, R18W Lot: 2, ERIK KRAMER RESIDENCE SEPTIC SYSTEM FOR: P Q Description: NEW MOUND, 450 GPD Object Type: POWT System Regulated Object ID No.: 431935 Ci�l The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes AP and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in DEPARTMEN chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. [gVIUF SAF The following conditions shall be met during construction or installation and prior to occupancy or use: — ?RE SEE CORRE 1. This plan action is subject to designer comments on the plan. 2. The orientation of the mound system must be such that the mound's longest dimension is perpendicular to the direction of maximum slope. 3. The area 25' below the downslope edge of the mound must remain undisturbed. 4. Corrections on page 6 of 9 are as follows: B = 94'; L = 114.8'; I =12'; W = 23.1'. 5. Corrections on page 8 of 9 are as follows: The minimum dose shall be 145 gallons. C = 8.75 "; D = 7.25 ". 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 10/15/1998 FEE REQUIRED $ 180.00 PATRICIA SHANDORF POWT PLAN REVIEWER FEE RECEIVED $ 180.00 Integrated Services BALANCE DUE $ 0.00 (715)634 -7810, FAX: (715)634-5150, M -F 7:45 AM - 4:30 PM P SHAND ORF @COMMERCE. STATE. W I.US ' � .. _ �,� fi ► k � ;. / �t 10n. N w yc{S yc�5 (p T3 WORKSHEET - MOUND SYSTEM DESIGN Q C-Vl&,o 14 PROBLEM: Design a mound system fora i The site characteristics are: Depth to groundwater or bedrock , in Landslope 3 Percolation rate „ Distance from dose chamber to.distribution system 9, ft. Elewation.difference between sump and distribution system ft. Step 1. WASTEWATER LOAD gal.' Step 2. SIZE THE ABSORPTION AREA q � 1' _ = .3 sq. ft. A) Area re wired �_ g3.7S B) eeva or trench length (B) _ TS1�' 3 - ft. a C) •$ed'or tr ench width (A) ft. 4 :0) Trench spicing (C) Wastewa :er load .24 (3al /ft /day B , ft• tre�c e�i ss Step 3. MOUND HEIGHT A) Fill depth (D) s ft. B) Fill depth (E) D + slope (A) 1, ft. C) Bed or trench depth (F) R ' $� i't• D) Cap and topsoil depth (G) _ ft. { E) C topsoil depth (H) C /, ft. 4i gn : __ — - idcoylue a q v 1' E " 40 MOUND, LENGTH A) end slope (K) _ C 0 + E + F + H x 3 = f ft. \ / •� / B) Total mound le h (L) = 8 + 2(K) f!�r �O ft. Step 5. MOUND WIDTH Al) Upslope correction factor = • 83 93 A2) Upslope width (J) (D + F + G)(3)(factor) _ ft. o y` 81) Downslope correction factor = /.;ILT J B2).Downslope width (I) (E + F + G )(3)(factor) _ ft.. Cl) Total mound width (W) for bed J + A + I ft. C2) Total mound width (W) for trenches = J +. + (no. trenches -1)(c) + A + I °� ft. Step 6. BASAL AREA A) Infiltrative capacity of natural soil = 3 „gal. /ft /day B) Basal area required = wastewater flow ' natural soil infiltrative- capacity =. Q) sq. ft. 5 30 , . 3 = Cl) Basal area available for bed for sloping sites =. + I) sq.-ft. C2) Bas are avail qle for trench for sloping sites ' B W tJ + A 1 = 15 37, sq . ft. J J� sal area available for trench or bed for level 1 U ite= B x W = _ sq. ft. License: 1';u: _ Y Data: T3 s N V, L'; Step 7 -. - DISTRIBUTION SYSTEM N•e•v {�: ,ndrW_ Sfo� � ( y�fs 4 ' T3 N ►Q.tB` 1A) SIZE DISTRIBUTION SYSTEM r. c�nW10 Hole size _ in. 2) Hole spacing in. 3) Distribution pipe length1¢.,= 4) Distribution pipe diameter = in. 5) Spacing between distribution pipes,-- in. 6). Distance from sidewall to distribution pipe = _ in. 18) DISTRIBUTION PIPE DISCHARGE RATE ,ft. 1) Number of holes ipe = ; _ 2) Flow per pipe GPM, 7C) SIZE MANIFOLD 1) Manifold is central / end N 2) Manifold length �� S ' S ft. 3) Number of distribution lines 4) Manifold diameter = 3 in. 7D) SIZE FORCE MAIN 1) Minimum dosing rate = _-7-Q- GPM 2) Force main diameter 3 in. 3) Friction loss X �3 ��3 ft. .1E) - TOTAL DYNAMIC HEAD 1) Vertical lift = ��, ft. ' 2) Friction loss ft. 3) System head 2.5 ft. _ ft. 4) Total dynamic head .g ft. aibn: C , �! w 7F) P T.: UMP SELECTION 1) Pump selected will discharge GPM a L5 ft. total dynamic head. ' 2) Pump model and manufacturer 7G) DOSE VOLUME� 1) 10 times void volume of distribution lines gal. /cycle 2) Daily wastewater volume z 4 doses /24 hrs. _.�. gal. /cycle . 3) Minimum dose volume � �.5 gal. /cycle 7S• 7H DOSE CHAMBER 1) Minimum capacity required = L gal. a lU n -- Licunse ::u: aoo�dd _ Date: /O t i NEEME I ng r�■■r��- err■■■■■ ■ ■■■■■■ ■■ ■■■■i■■�� :,.�.�■ ■ ■rrr��� ;� :�re■■■■■■■■ ■■■■■■rig ■ ■; =��► r ■r ■r ■11■■ !�■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■r ■ ■I■ ■ ■ ■ ■ ■■ r ili■■!" �I\'1■■r■r■■r ■■■■ ■ ■ ■rrr�rr■■ ■r■ iii■■r !r \ \'r \■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■r ■ ■I■r ■r ■r■ ill■ r■■ ■ \1 \ \ ►� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■rl�r ■ ■ ■ ■■ irir ■r ■iii!► ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■r ■ri■ ■ ■ ■■ ■■ ��r11r■ IOC■■► 1/' �I r��■�l.�,l�.iiiirr! ■1�i�1 ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■iiiiii�■ ■mss!■ ■ ■ ■ ® ■ ■ ■ii11� ■ ■ ■ ■ ■■ �lr■r ■r ■■rr ■ ■ ■■■ ■ ■ ■ ■■r■ ■ ■r ■ ■■lr ■r ■ ■■ !!i! !Ili ■ ■ ■■t■■■ ■rr■■■■ ■■■■'t■■■■■■ �r �■rr �� rer■�r■■er■■■■■r■ ■r■ ■�l■r ■r ■■r - Er-' Y, Y ro N t— () � ` Page (P f 2— 44�` 0 �.v��w Ip�. O •N�L--1 IZ8,n,on& S or IVwy� SwyY StOT3c�N��t� Straw, Marsh Hay, Or ' Synthetic Covering Distribution Pipe Medium Sand TopoILT % Sl.ope Bed Of 2'_ 2 %2 Gor c a Main Plowed Aggregate . Layer D / Ft Cross Section Of A Mound System Using E /Q2 Ft. F _..93 Ft - A Bed For The Absorption Area / G Ft. A Ft . H L 5 Ft. gned: B . Ft.V_I cerise Number: o S �_ K D• Ft.� Ft }/ Alternate Position I _ / / /fit 1 of . Force Main ��.: W 5�5 Ft. Observation Pipe --,,, `Force Main Distribution. ad Of 2 2 i Pipe Aggregate 1 Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area _, 9 rE r � Nww s(, T3Du��g Q NO J. Perforated Pipe Detoll End View End Cop Puforoled 1 �=1 PVC Pipe i oi tio ��e Notes Located On Bottom, Are EQuohy Spaced • .P t Lott Holy Should Next To End Cap Dittribulion, Pipe Layout P S�(o Ft. R X 310 Inches i y Inches Signed: F101L Diameter _� �/- Inch i License Number: p S'3� Lateral " /� Inchk—s Date: Manifold " Inch-.-; i o l _�� Force Main " Inc ?,u; N of holes /pipe (p t {{ Invert Elevation of Laterals k• H - f ;, - rte' , SEPTIC_ TANK 9 PUMP CAMBE CROS PU H _ CROSS 'SECTION. AND SPECIFICATIONS : r , S'Yaiy.,, z 4" CI VENT PIPE ;12" MIN. ABOVE GRADE S. WE HER PROOF 25' FROM DOOR,` WINDOW.. PR k °{k,x JUNCTION BOX APPROVED FRESH ``AIR INTAKE' WITH CONDUIT ,MANHOLE COVERx tt :W/.':PADLOCK E' FINISHED GRADE . 4 CI RISER •::.:. 8" MIN. A , WARNING LABEL, r t1 • z1 ABOVE GRADE ,�_ -4 MIN: 4 .: 18" IN. 6 MAX* ►, , , INLET 'WATER TIGHT SEALS ;, GAS - , 44 .` TIGHT tt BAFFLE A SEAL APPROVED - CI PIPE —f— , ALM '- JOINTS .4l/ CI 3'.'. ONTO B ON PIPE 3' ONTO 3`a .SOLID , SOLID SOIL SOIL FT. C i t af RISER £XIT PUMP OFF ELEV . --- D' PERMITTED ONLY IF , TANK ' y MANUFACTURER" , , 1 HAS APPROVAL ' 3" APPROVED BEDDING UNDER TANK Y ws CONCRETE x PAD�' .'f �? SPECIFICATIONS`. SEPTIC /. DOSE t^ , TANK MANUFACTURER: d a'w l ese r NUMBER 'DOSES PER DAY TANK SIZES 'SEPTIC' / !.GAL. DOSE VOLUME •t INCLUDING { DOSE, GAL. FLOWBACK• . +, ,. 'd i �4'" �ty k `� +, }s .:, r { '. r' .. s :, • tx n �'.� ALARM MANUFACTURER... g INCHES'. Ff; jay' • S `(s'S �Ip_c L CAPACITIES. A "I r ��: � GAL. �; i MODEL NUMBER. * , r SWITCH TYPE: Fto�.t r B - 2 INCHES r 33• Z GAL'S'; ri { '•i+�r s�N'r y :'4 Y _ -; �"'` °h:... l.; t"gvss+{ f . PJMP s� MANUFACTURER : " �� o " C - INCHES %3S, MODEL NUMBER: - tests" 4� Q0 1 l.. s ?SWITCH TYPE: f Y D - INCHES REQUIRED DISCHARGE RATE' _ GPM PUMP 1; ALARM WIRING AS PER ILHR 16.23 WAC•�' "J" VERTICAL DIFFERENCE :BETWEEN PUMP OFF N AND DISTRIBUTION PIPE' +MINIMUM NETWORK•SUPPLY PRE RE .��s�t� 2.5 FEET ' FEET FORCEMAIN X FT /100 FT. FRICTION .FACTOR . '. �tm r, t r v t . ,•' i a- r i "x` TOTAL DYNAMIC HEAD FEET {'` INTERNAL DIMENSIONS `OF PUMP TANK: LENGTH ' ; WIDTH : ;' DIAMETER ; �� y''`ou ° �5► + 1 4 � Ys r,; a '�w'�r s v�i�i�,S • 3 � ,... (} �. idi . ; LIQUID DEPTH X`.'.:ro:`"� & /lo%� y'`� t}+ k '.1 i• � d � ° `' .A�'4�t„+ + , i< 1 u i . ',., i'; N r � � i p. # d L �z us,, h ,Y7 itr K� t,.. SIGNED.' r LICENSE NUMBER: � '' :� f $ 'rY Pi h s K't 1 � '' A b` "CSi 4 <. i ' T J o i' r k .. •,;t M t � � 1 ;a . r) ',:� r� � v f wsr e .^ f ' � es✓a `Y?R. /.wG i2 r r, , y �; ���„p t+ rc ik cY f1 h - ,�z'.,i'_ t. # + /.* 4"'!`$�a't� ri4:.. i, '41.' ' ', r a.x' �,ixF �1 �'vY +iv 2L _^r�, �,,dc '' =. .,y, r ? ` . � r ad 1 � i �' 1'/ � � 2 ��'y�C i > y u : �; rv+ + C : i ? .lEr?`t� � f : ��f Y' � F1 .r,.�� �j,,, . �+R 'i � ?. >a vrf"}� �. `� , v •r. �x ,` ' � • RP "n,p'.:; ?M r �� s r � e . `..4 j r '.� a d,, t �'��" n*� 1e �i, ' •Y %'3s �yhv i Z,.J �.IP.= �,a ' W• ;r���w� . 41, R tc15, �1.QcJ ; WHO SAO 17:; %�y. [ F: SEWAGE - AND EFFLUEN U P i i � � I ) ' • , j Q p •, �� t � `J . 1 tM ..y�•;�;;ti ` } t( � OOCIPEF0311 142 Er0311 1/] }3+ I15 V EfElucnt Rsrp' 1/2^ aolids 256.60 111..10 t\ ,., Eff1�\r1.ent. P ump. MODEL EP0311 r M ETERS FEET SIZE IN' SOLIDS n • k �,kf; ; 5 '' 25 : }? %, is S s . k t 0. 0 0 4 a 12 1a 20 24 28 02 36 40 , I , GPM 0 2.5 5.0 7.5 m'R1. CAPACITY • f' .t F REE= r Curve 8 8 5 ' meant rttT MODEL 3f)115 SIZE 1 /4' Solids M . r to IQ 30 vwmf. 0 wtox _ 20 30 •10 '60 eo '10 00 3 100 110 •' 120 arm 10 20 30 M •" " CAPACITY .:;. •I LIST DISC. 00�1NT 142 it, 1/l HP 115 1Jv H 3%4 solids 1 191.5S 329.35 t • Ir xVt COI. M0311M 142 F1E031 W 1/3 lip • 115 V Hod H 3%4" aolids 491.55 329.3S' , ::x. ••'?':' OJl1Py.%OSll}1 142 NE05'1''li1 1/2 1SP 115 V High H 3/4" .a6lida 404'.iS 75 8 ; O�t7PV\E011211 142 hT071i14 3/4 }IP 230• V tUgh W. 3/4•' 0103 R43.65 565.25 •••••SEE FU1.t4WItr, ME TM PEIUIC t•41= NO SPE IFICMCUS. � �t�•'.- / PAGE Vu i .. LET 30 •� '. ,< Wis s n Department of Industry Labor SOIL AND SITE EVALUATION Relations l • d` 3 ', Labor Human ° Page '/ of Division - of safety and Buildings in accordance with s. ILHR 83.09, Wis. Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan mist -- - County Include but not limited to: wprticai and horizontal reference point (BM), direction and �< ercent slope, scale or dimensions, north arrow, and location and distance to nearest road. parcel LQ. # a M. .., d ,.. .. _ .f 'INFORMATION - 'Please rint all informatlo Personal rsoP AP P L ICANT Personal P n. Reviewed by, Date ` informathn you provide may be used for secondary purposes (Privacy Law, s: 45.04 (1) (m)). Property,CWer `s Property Locatign GovL Lot /V4 ) , - . 1/4. S 01/4,S 3 Q `. rf T .N.R �� fir) W . property Owner's Maili g Address l ! Lot # Block# Subd. Name or CSM# ; fate Zip Ph p Code one Number ti , KL _� 'rnw W T y0l (7 /S�) 6 $ El city 11 villa a Town Nearest Ro ;• • New Construction .:- use: Residential / Number of bedrooms - BE Addition to existing building I] Replacement `" K IPublic or commercial Describe: Code derived daily flow 0 gpd . Recommended design loading ratebed, 9Pd/i> ^' trench, 9pdfft? Absorption area required r,C = bed, ft2 , 37,,,� trench, ft2 F um design loading rate .__/ bed, gpd/fF •r5 ;.. trench,' gpd/il� Maxim i.Recornmended infiltration surface elevations) £ /0 / Ok G,n.,r• /Oo f/ ft (as referred to site plan benchmark) Additional desi Nsite considerations` _. g. • s Parent material Q 1 n t t e :I Hood plain elevation, if applicable A Suitable for,system _ Conventional Mound . In- Ground Pressure AT -Grade System in Fill Holding Tank v unsuitable for system p s � s❑ u ❑ sI u JOS o u ❑ s 0 u ❑ s $] u SOIL DESCRIPTION REPORT Boring # _ Horizon. Depth _ Dominant Color Mottles Structure GPD /fl2 In. Munsetl Qu. Sz. Cont. Color Texture : Gr. Sz. Sh. Consistence Boundary Roots Ll _Lkllk h Bed , Trench 3 cis � s Ground , 6 _. , -3� 7 elev. s� c 5 '' h S �,• bepth to. 7,s -f ( .?, 3v r F5 d S limiting t , factor n iL , Remarks:' ' Boring # CA l l 5, ( I 51 k elsk CS ... of 1:i* A Bond ,I { 7,r r.s Ground •y SI 7, K C S ', , Depth to $I I i limiting . _ _ , ,Mn. Remarks: CST Name (Please Print Signature Telephone No. `ll H C3,3?+rs - 2 X 0 1 Y.(s 5 / Address r Date CST Number /24 AbzjR �. SOiL DESCRIPTION REPORT ( R � V r4 12. , V Paco of PARCEL I.D.N _ Boring Horizon Depth Dominant Color Mottles t• Structure 9 Texture Consistence Boundary Roots — In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. / 6 _ 5 es S 05 Ground ..... �' r elev. �ft` )1 Ylb Depth to -I limiting factor Remarks: Boring # 7 Ground . .. elev. ft. Depth to ; a limiting ,• factor . _. . _In.... _ Remarks: Horizon Depth Dominant Color Mottles Structure 2 '. Texture Consis tence Boundary Rcc:3 In. Munsell Qu. Sz. Cont. Color rr. Sz. Sh. L cl , 1 r nG o _ r Boling 1 Ground �. elev. ft. _ Depth to limiting V If factor in Remarks: Boring # _. 0 1 . t e Depth to limiting - factor In;.Remarks: y a ME ��, , , � � ' , i �i INN a i i m ME MEN mmm am I MINIM MMMMMMMmMMMMM ON 111 111111111 ■� ■ ■ mom� MMMMMMMIONNEEME IMMMM IN M I mmmmmm m 11111111 M am am IN OWN am am MMM imi mmimmmm 1IMMUM Mail MMM 11 M ISM INN MEMO MMMMMM mom No ME ONEENNINNOMEN INN M mimmmmommilmmmoom Isom 0 ONE M 0 MMlMM NONE 0 ml a a IMMEME 1111111 am IMME Mamma lMMMMmM I MEN 11111111m NONE INN a a 11111mm Nell am 11101111111111 mom mom ON a MMONINNINOMMEEN mom ME MMEMEN NONE Emilommom No Wiscon Department of Industry SOIL AND SITE EVALUATION � ` Labor a Page of Hurran Relations _ Division of Safety and Buildings in accordance,with $ i- LWF!'BS.p9 Wis. Attach complete site plan on paper not less than 8 1/2 x 11 inches i S "' ian marl! unty include, but not limited to: vertical and horizontal reference oint p c M >y�rectioRg1'dE �. , C � . E lk percent slope, scale or dimensions, north arrow, and location and dis nce to near es roa . P arc 1 I.D. # r ass ` APPLICANT INFORMATION - Please print all info ion- ST CROIX evi wed by Date Personal information you provide may be used for secondary purposes (Pri YU , s. 15.04 16 76 Prop rty OWmer Property Loc n ± t� r r 1M 1/4S W 1/4,S T 30 , N,R � 4rr) W Property Owner's Ma I ili j g Address ock# Subd. Name or CSM# Laild U113 r - , c2 J6 7A`« City IlMa Zip Code Phone Number Nearest Ro R 1,, �.. syO (7 13') • �t El city El illa a K Town K New Construction Use: Residential / Number of bedrooms Addition to existing building ❑ Replacement Lj Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate .� bed, gpd/fIF ±'s trench, gpd/ft Absorption area required 37 5 _ bed, ft .3 7 ' 1 3-- trench, ft Maximum design loading rate _y bed, gpd1ft o- trench, gpd/ft Recommended infiltration surface elevation(s) Elf /0/ — OK ( =y .1609J ft (as referred to site plan benchmark) Additional design /site considerations Parent material Q I At l a.1 Flood plain elevation, if applicable AJJA ft LU: Sui table for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank Unsuitable for system ❑ S U S ❑ u El S u ❑ S U ❑ S Q� U ❑ s ,�I U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 1 , ra r k 05 Ground 3 6 - 7 ,5 0 P SI.K C� i t , 5 6 elev. 791.1. 2 S — 3- s s K C L – 01 , .S i•ss 7,S 4 '1 f P b�� d s • 9 ,5 Depth to limiting factor n. Remarks: Borin /0 4 5, l I slk d5h cS of z J a 7, s r 5 K C3 1 Ground * 7, 4t c. / 4 t2 r S L l S fK c1_5 , y S elev. lift. , Depth to limiting fc in. Remarks: CST Name (Please Print Signature Telephone No. to r` r c�J ¢,YES �,�u�, 7 f $- —.� V 4 " 5 /3S Address Date CST Number 69 /�6" �-e. /�hmo�IdJ 4JF qa,7 O;L'X0537 PROPERTY OWNER F-r39' Y. Y"(% IJLw' SOIL DESCRIPTION REPORT Page „ +s o� of PARCEL I.D.# Boring Horizon Depth Dominant Color Mottles Structure 2 g Texture Consistence Boundary Roots -r in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench �k • l D -fS /b — 5 -f o k 0-5 .2-f YS CS if 9 Ground r sbk e s - S 7S N elev. Depth to limiting factor in. Remarks: Boring # cow Ground elev. tt. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Structure GPD ft in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench Boring # Ground elev. ft. Depth to limiting factor in ' Remarks: Boring # , Ground elev. tt. Depth to limiting factor in. Remarks: SBDW -8330 (R. 08/95) j AM Hqkslie 1 Ap I I I a ' I I S I I I i i I I I I , , I I I I _ I ' I r i I I , I - I I ' I I � I I Wisconsin Department of industry SOIL AND SITE EVALUATION .Labor art Humari Relations Page / of Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. 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 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # (O - 10 - APPLICANT INFORMATION - Please print all Information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s.1 5.04 (1) (m)). Property Qwner Property Location )+ r y , ne , Govt. Lot N � 1/4 $ IJ 1/4,S T 3 ,N,R �r) W Property Owner's Ma Address Lot # Block# I Subd. Name or CSM# ff Loki uli) Z� ,- - &R: a I C_;� .z6 7u* City n 1 tats Zip Code Phone Number Nearest Ro /. J C ❑ City ❑ ilia a Town t New Construction Use: Residential / Number of bedrooms Addition to existing building ❑ Replacement Public or commercial - Describe: Code derived daily flow Aso gpd Recommended design loading rate bed, gpd/ft �'� trench, gpd /ft Absorption area required 37 5 _ bed, ft .3� trench, ft Maximum design loading rate I_ bed, gpd /f1? ,-5 trench, gpd /ft Recommended infiltration surface elevation(s) /00 tl ft (as referred to site plan benchmark) Additional design/site consideratio_ns Parent material Q 1[�� t a.�a Flood plain elevation, if applicable AVA ft S U = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank = Unsuitable for system ❑ S Rg U K S Flu ❑ S CC I Ell ❑ S ®U ❑ S $I U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 13 s Ground 3 6 7 Sl�k C r-� elev. Uat f 7 S -- S W IC C 0 Depth to S SS ?,S /, limiting factor Remarks: Boring # o� -J 1 /0 5, ( Skk C5 of ' �� 7, S r 5 h* K 4A C S ', Ground 'y �1 7, r S l S fk CO -- :' elev. IAMft Depth to limiting in [n. Remarks: CST Name (Please Print Signature Telephone No. C/ex l r 1 W 7! S- X Y .6 .- 5 /mss Address 7 Date CST Number 969 /�' �-e., �� «� r►1��1 Gf�' yap !d -/� --9? ;qe a ,x ®s3 7 I s 'Y OWNER r C K ra v,na.�' SOIL DESCRIPTION REPORT Page o2 ar -_;L h ARCEL I.D.M Boring # Horizon Depth Dominant Color Mottles Structure 2 Texture Consistence Boundary Roots In. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench /D , 414 S 4- cs / ' 1 -5 Ground r c5 —_ -V 3 r 56k ' e s I SI ; ,,s elev. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Structure GPD ft Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. 8h. Bed , Trench e Boring # ; Ground elev. ft. , Depth to limiting factor in. Remarks: Boring # =g , Ground Depth to limiting factor in. Remarks: a , 2 r - 1,J VIAI try- CL _ 5 01 ;�_9 7. , i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer iffr k i< \^ m \_ Mailing Address F3_ l ti `t'.Lz v �r ,�i- �QL)�i��i►�'ilh - t s'y�� 17 Property Address _ WK 95 S1 (Verification required from Planning Department for new construction) City /State aLLv c, 1,k ) r Parcel Identification Number 0 a6 - LEGAL DESCRIPTION Property Location A Ak) ' /4, 5 '/4, Sec. �, T,_,a6 N -R_ZLW, Town of i L. mw Subdivision , Lot # Certified Survey Map # G;4 a , Volume / a , Page # 59 Warranty Deed CD G g0 , Volume /cZ,6c? , Page # _� �Y. 1 Spec house ❑ yes A no Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification statin your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da of thr yea ex ration date. SIG TURE OF XIPL ' CANT DATE OWNER CERTIFICATION (we) certify yta tatements o n this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the ro de ribed y virtue of a warranty deed recorded in Register of Deeds Office. -2 7 SIGNATURE SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.****** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed r,. FRED JUL 1 5 1997 ► - _' •` G, rf a KATHffMH.WO Register of Deeds 562424 ,. St Croix f�o.,YVI h , 1 51 UNPLATTED LANDS o West line of the SW1 /4 of Section 6 00 n N00 ° 02' 04 "E VI O o �� t 1 N00 02 04 E 1179.90 fD 1446.43' t j � O 0 1 O. M o c ' O 'U o M �� i 1-h Iv CD -4 o 0 1 �d rt n v+ p 1: (1 O s Ct Ir 0 In t h Ia. Ct p m a Iz 79 ?9 ¢+ (D tD N N It — 00 V F IZ o W w W p n j F• F• V QD V l) C::) rt• V a 1 � C1 l0 V N • \ N > 0, > -- i ,p Iz O •° 0 - c fi O o N 17� -0 x .0 (A O 1 1[ m m m k rt' oo : :* '� C7 to ��00�a C F_ O (D M CD CD cr ct (mD U 1►� �+ �- - o — • oa) >tn Ir ft N 11 zo 12, 0 CA 00 0001 O Ln I 00 0r N 'N I— UI pi C w v, vi vi ct Im 0 Z 0 < z l F m\ I C7 0 l?i CM ' ° M Z,n ,a I S01 ° 15' 30 "E 970.45 �, -G w N Ir Ln W CD `� PARCEL I N VOL_ 1Z 3 s - :e O n c - - - - 0 It'J .�.� sTgr 0 � ° P -- - - -- 1 N Ct _ N c p a �I E 0 Ct (D a = C1 > > CD cr 0 0 I< 170 66' F-+ z == C2 y n Ct I� I� 0 M �'- 0 0 I. I-n o & Ct > to ,.— O a O I u „ rt, -� gN o � II­ IM 1 �► N� IF- Its Ir Ln C N `< m -p I• 10 0 - OD ICn I—I m N N (D v _h I "p C 0 I 170 IE N o w °D rt a IM m O N O ■ • v `� I llJ 1-G Q � IN _ I N ICD I� CD - w C 0 x O -, 0 -S o z Z -h ato z � -nM 0 Z7 O 7 Q W C w j 0 o a 0 in w 0 ( 95TH STREET -- � p n 0 0) rn 0 c 0. m > U1 a 0 0 a (7 0 a y r X m c East line of the NE1/41of 501 66500 1 11E W w NO H the SW1 /4 of Section 6 O Z ? UNPLATTED LANDS N 0z0D lli :3 �- m u H w c — N w o rt m o c o Bearings are referenced to the East-west v :3 1/4 line of Section 6, assumed to bear fD, N88 057118 "E. O -e O O Vol, 12 Page 3299