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026-1142-50-000
r Wisconsin Department of Commewce County: Safety and Buitding Divisidn PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT Sanitary Permit No: 430174 0 GENERAL INFORM TIOM (ATTACH TO PERMIT) ate Plan ID No: Personal information you prove may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. .) Permit Holder's Name: City Village X Township Parcel Tax No: Miller, Sam Richmond Township 026 - 1142 -50 -000 CST BM Elev: I Co r Insp. BM Elev: 1 13M Description: Sectionrrown /Range /Map No: .D C .8 ev a, t 6A - =CST 6 tam 25.30.18.1034 TANK 1NF RMATION U ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. Septic Benchmark .� Q E-k , 6e Our* Ch Dosing t ` Alt. BM Aeration lY Bldg. Sewer Holding St/Ht Inlet Q►(� SOS ' St/Ht Outlet 1 .12. TANK SETBACK INFORMATION 3 TANK TO P/L WELL qBLDG. Vent to Air Intake ROAD Dt Inlet Septic / Dt p Dosing f t Z Header /Man Qj•Ol (ib• A Aeration Dist. Pipe Holding Bot. System Final Grade l� Z,f . P /SIPHON INFORMATION Manufacturer Demand St Cover per" GPM Model Number * 1q ��•� ( g11h& S1 � l } Lift Friction Loss System Head TDH Ft Forcemain Lengt 2 f Dia. ti Dist. to Well SOIL ABSORPTION SYSTEM ( 1 o = `jR• / S r lAEgXa&1Qs01 Width r Length r No. Of Ti2fnes PIT DIMENSrONS No. O Pits Inside ' . iquid Depth ENSIONS L 1 o �( S SETBACK SYSTEM TO 1 P/L BL WELL LAKE /STREAM LEAC ING ufacturer: INFORMATION CHAMB O Type Of System: t� / 7 1 u __ _-- UNI Model Number: DISTRIBUTION SYSTEM - Header /Manifold / U istribution / 1 it f x Hole Size // x Hole Spacin9 Vent to Air Intake �1 e s Cl ' Length L'� Di ength F is l� Spacing Z S3 SOIL COVER r"''"y a Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over -- 17 — Depth of xx Seeded /Sodded Mulched Bed/Trench Center Bed/Trench Ed es To soil g p [] Yes [ L:) Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: . 3 /inspection 2:_ Location: 1369 141st St New Rich ond, WI 4017 (NE 114 NW 1/4 25 T30N RI 8W) Red Pin o n rner t 50 Parcel No: 25.30.18.1034 1.) Alt BM Description '�t3[eJLOh 2.) Bldg sewer length - amount of c = j$ i� o.Ao j Plan revision Required? I ,Yes No /* Use other side for additional information. S[ D;6710 (R.3/97 t� Date ` Inse ctors ignature�� Cert. No. y t I i tl°a` C 4 .30 rl V A I r � h 0 i G r .- ., '� i v � .; V I Safety and Buildings Division County ^ 201 W. Washington Ave., P.O. Box 7162 S ( - Cfp(y- N v l' isconshf Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co ent of Commerce (608) 266 -3151 +s De ailm Sanitary Permit Application S tate Plan I.D. Number -� to accord with Comm 93.2 1, Wis. Adm. Code,-personal information you provide Q I t0 may be used for secondary purposes Privacy Law, sl5.04(lxm) Project Address (if different than mailing address) 1. Application Information - Please Print All In T rmat RE CE 9 V ,, J # 1369 ) �41 st' `S+. Property Owner's Name f Parcel # Lot N Block 4 5404 4 /46 1 4 2003 so -- Property Owner's Mailing Address Property Location v � s B B ox �(� 4e t /4,�144, Section 2- Citty, State Zip e —" J 5- (circ�le T �� N; RZUE A W 11. Type of Building (check all that apply) Subdivision Name CSM Numb�7 or 2 Family Dwelling - Number of ms Q c ❑ Public/Commercial - Describe.11se E C1 State Owned - Describe Use 6 1 Y, .9 0 M =�• City_ ❑Village�Township of (L{+IN 111. Type of Permit: (Check only one box online A. Complete line B if applicable) O _ �Z - �7p J O 3 A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B• ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New list Previous Permit Number and Date Issued Before Expiration Plumber Owner 1V. Type of POWTS System: Check all that appl ❑ Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil && Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter U Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Clamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (ex l ' ) V. Dispersal/Treatment Area Information: 0,,E / L T E 'A __ Design Flow (gpd) Design Soil Application Ra (gpdsf) Dispersal Area Required (sf) Dispersal Area Prop ed (sf) System Elevation D - SarQ 5�5 0 ��$'C� 99• ro VI. Tank info Capacity in Total. Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass - New $xiAing Tanks I Tanks Septic or Holding T" Aerobic Treatment Unit l � Dosing Chamber Vill. Responsibility Statement - 4 the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MP1tS Number Business Phone Number �ik� �p n�lJ Y 1 °� z2.so3 ��' --Y4 -� Plumber's Address (Street, City, State, Zip Code) �6 �o v,,7- t-ttAP .__ k- , a 4�s 4D -,.,- ii�e)l V11L Coun /Department Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater I Date Issued Iss ' g A t Signature (N Slanzps) Surcharge Fee) �-{� El Owner Given Reason for Denial 3J v 22 LX. Conditions of Approval/Reasons for DIsapproval 4t M W� r Attach complete plans (to the County only) for the system on paper not less than 81/2 x i l Inches In size SBD -6398 (R. 01/03) - z ... Scale: / = lo' 4e ;:. ■ Soil etlah.40 p; ,� ♦ �leva¢io•� � pos.�d Well Ste. �SSUr►iLo( ,e lei = iQO.cn: Pro posed ; cO ?Of" �'/J �• a,E out! f p� %►�sc d c c�;e fix. ,o d. c. AFAR gr o, WI JO / Ok-,n C ilz i 1 g3 i i Proceed m o n d a E /7 s7 X /0'/ oS' u.)i tj� - , S - , y 'olispa /Cel /. fur (� /a ,�er'a_Ls a,& 1yz 4/9,' or,'Fees SPaeeda� �••S�' wm : SEE CST Sots. TEST PLOT P(-AN 400e �iDAtTloN�il. c;o�r!"oulR t � FoaeN«tq� �I'Yti 2Q52r+len'� # 2 2- fl= lay.00` BED Koo.n PAGE /meo ST'` 7 sa `1 f1' '4 c- prn� ✓k�.r, Q i x,51)( O�{, OS / f de i ss! y y Safety and Buildings t 4003 N KINNEY COULEE RD ' LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 www•commer N vi � scons,rn www .*wisc . on s .wiscsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary June 18 2003 CUST ID No.225036 ATTN.• POWTS Inspector MICHAEL P MC DONELL ZONING OFFICE MILLER CONSTRUCTION ST CROIX COUNTY SPIA 1070 HUNTER RIDGE RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 06118/2005 Transaction ID No. 876171 SITE: Site ID No. 660297 Sam Miller Please refer to both identification numbers, 1369 141" Street above, in all correspondence with the agency. Town of Richmond St Croix County NE1 /4, NW1 /4, S25, T30N, R18W Lot: 1"tSubdivision: Red Pine Corner FOR: SO Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 907287 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, the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". • Limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - 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. ,ax t z x yy yy tr + 0 1 P R s 4$ E 4 ,✓ :: Arses. MICHAEL P MC DONELL Page 2 6118 {03 ' t Owner'Responsibilities: • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. 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. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us W § ART code: 7633' cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application R INDEX AND TITLE PAGE ' F IL 4, Project Name: Sam Miller 3 bedroom residential mound system � s Owner's Name: Sam Miller O V_ ff 1 V Owner's Address: P.O. Bo x 12 O Hudson, WI 54016 �• Pcl. Add.: 1369 141st Street Legal Description: NE1 /4NW1/4, Sec. 25, T.30N., R.18W. Township: Richmond County: St. Croix Subdivision Name: Red Pine Comer Lot Number: 50 Block Number: na Parcel I.D. Number: 026- 1142 -50 -000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soil Evaluation Report Designer: Mike Mc Donell License Number: 225036 Date: 05/22/03 Phone Number: 715 -386 -8692 r Signature: Ant ' z Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution NetworJ(s for ST - SAS (01/81) li'• . . qdG � tE_i,,,c+.'ttt�:�! TY H�� BUILD • _ Version 3.0 (03/01/01) pIV 15 1014 F Page 1 of 9 -Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ sal treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 36 inches. 450.00 Design Flow (gpd) 2.00 Site Slope ( %) 99.00 Contour Line Elevation (ft) 51.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 90.001 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.001 Dispersal Cell Design Loading Rate (gpd/ft) 11 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution C Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 6.25 ft /orifice 2.00 Forcemain Diameter (in) 35.00 Forcemain Length (ft) Does the forcemain drain back? Y 93.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 5.71 Forcemain Drainback (gal) 6.00 Vertical Lift (ft) 81.25 5x Void Volume (gal) 0.66 Friction Loss (ft) 86.96 Minimum Dose Volume (gal) 13.16 Total Dynamic Head (ft) 29.66 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 x 1.50 x x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 760.50 Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) 37.50 Total Working Liquid Depth (in) Wieser Concrete I Manufacturer 20.28 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 760.501 Dose Tank Capacity (gal) JZabel Filter Manufacturer 20.281 Dose Tank Volume (gal /in) JA100 Filter Model Number Wieser Concrete Manufacturer Project: Sam Miller 3 bedroom residential mound system Page 2 of 9 Mound Plan View F /1 -0 -B . - -- - -.0 J Observation Pipe W .B• ... . ..... j L� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L Mound Component Dimensions Down slope toe extension made. A 5.00 ft E 7.20 in H i1ft ft K Al ft B 90.00 ft F 9.50 in I ft L ft D 6.00 in G 0.50 ft J W ft 450.00 (ft Dispersal Cell Area 1 1125.00 (ft Basal Area Available 5.00 (gpd /ft) Linear Loading Rate 1 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.29 (ft) .,r•� rff.. G ♦ H 1 •. - ,����r�r�� 2 rrr�� {rte.. I +l F :: ; : r Dispersal Cell r r 100.00 (ft) Lateral 99.50 (ft)—► Invert Dispersal Cell Elevation D .. " 99.00 (ft) Contour Elevation 2.0 % Site Slope Geotextile Fabric Cover Shading Key T Dispersal Cell See lateral details on 10 ® Topsoil Cap c = 1.5 ft •.• • ...• •� Page 4 for number, © { {,f' Subsoil Cap o • •'�(' a °. ° •�'�.•�'• size, and spacing of ASTM C33 Sand ° � �^ �• �ti F laterals. Laterals are 0.5 ft :Typical Lateral Tilled Layer . ti "' "��•� equally spaced from 51 r~:::': Aggregate v o '�~° '�� �;•�`• . •:• the distribution cell's } A - --* centerline in the distribution cell (AxB). Project: Sam Miller 3 bedroom residential mound system Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical P s 4f = Turn -up wf baIf valve or �E X--- +IFxl2 f12 �l Laterals &farce main of PVC Soh 40 oleanoutplug per COMM Table 54.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing Qq 2.53 ft Lateral Length (P) 44.28 ft Orifices per Lateral 18 Lateral Spacing (S) 2.50 ft Orifice Density 6.25 ft /orifice Lateral Flow Rate 7.41 gpm Manifold Length 2.50 ft System Flow Rate 29.66 gpm Manifold Diameter 1.50 in Total Dynamic Head 13.16 ft Forcemain Velocity 3.03 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and —� Comm 16.28 WAC 4 in. min. Disconnect _ Tank component is properly vented F— Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer_ Ft 2 in. Capacityl 760.50 Gallons Volume 20.28 gal /inch A _ Weep hole or anti - Dimension Inches Gallons B siphon device A 19.01 385.44 B 2.00 40.56 C Pump off elevation (ft) C 4.49 91.14 94.00 D 12.00 243.36 D Total 1 37.501 760.50 Dose tank elevation (ft) 3" Bedding un er tank. 93.00 Alarm Manuafacturer LevelArm Alarm Model Number DLV Pump Manufacturer JZoeller Pump Model Number 198 Pump Must Deliver I 29.66 gpm at 13.16 ft TDH Project: Sam Miller 3 bedroom residential mound system Page 4 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and 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. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall to cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank 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 1/3 the liquid volume of the tank. if the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. 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 as protection from freezing. Influent quality into the mound system may not exceed 220 mg /L BOD 150 mg/L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mL for highly treated effluent. 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 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continency 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(s) 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 absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Sam Miller 3 bedroom residential mound system Page 6 of 9 I HEAD /CAPACITY CURVE T W t- U. HEAD CAPACITY CURVE EFFLUENT MODELS 1l 34 TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE I I ° EFFLUENT AND DEWATERING J2 105 6566 SERIES 6749 97 96 137.139 161 163 166 tab 1N 1M too 30 loo FT. W. Gel Lb!" Gal. LW Gel L6 Gel LIM Gel Lln " La► Gel. I,ts .., Gel L" et G I.Vw Gel I". Get Las. 95— 163.. 56 212 72 -:273 104 J04 t06 4Q) at 231! 61 =1 22D 166 07 166 .667 26 10 US 34 129 46 174 61 '231 79 300 100 370 61 Z31: 61 231 I: 68 220 " 600 167 672 90 16 07 19 7 2. 36 135 46 .170 N .212 91 311 60 227:- a0 ?37 � 68 ?ZO 142 :.637 116 bW 26 20 410 16 67 25 N 36 1�6 82 StC 69 223.' W 227 N 220 1M 630 136 61a BS 26 7,42 8 30 71 200 57 210; 60 7t3 - 69 '220 129 4a4 133 60.1 2a — 80 30 414'. 66 240 66 200 66 220 90 340. 56 120 121 466 127 441 75 0 1214 6 186 b 1:1 46 174 46 172 66 200 76 263 66 220 106 3s7 1t4 431 220 1624: 21 W 33 126 61 19, N 219 58 220 90 341 100 379 70 80 19.29 15 67 43 101 36 136 66 -?20 71 249 16 322 0 70 21.34 65 165 30 114. 10 36 62 107 61 193 70 266 _ N '� 11 6,7 45 170. 26 106 64 204 15 60 90 27,43 32 121 2 6 37 140 55— 100 30.48 19 . " M 1 79 2 � 16J Ito 32,00'., Val": 20 1 30 5"— Lock V4: 19.26' 2176' 23' Za' 66' N' OT 73' 116' 91' 112' 14 41 o5 2 EFFLUENT & DEWATERING 1I35 185 Warning: Model 185 should not be subjected to less 0 ?� than 30 feet TDH. I} 6 25 189 Note: For Head Capacity on Model 112, industrial 6- 20 column- explosion proof pump, see FM 219. 75 88 IC 8 13 139 SEWAGE & DEWATERING LLONS 10 201 0 40 50 60 JO 80 90 100 t10 120 130 140 150 160 WARNING: Model 293 should not be subjected LITERS 80 160 2i.0 320 400 480 560 640 ° to less than 15 feet TDH. h W W � / / / � • I �4� I LL 24 80 TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE 75 SEWAGE AND DEWATERING 22 SERIES 262 26a 267 266 282 264 292 29] 294 296 70 FT. M Gal, LIM Gal. L1r3. Gal. Ltra. Gal. Ltre. Gal. Lln. Gal. Ura. Gal. Uq. Gal. LV3. Gal LVS Gal Lirs. Y0 5 1.52 90 347 128 481 128 484 128 481 130 492 IBO 681 140 530 196 712 225 852 65 10 3.05 60 227 89 337 B9 337 88 337 95 360 158 598 724 469 B1 685 205 ]76 15 4.57 22.5 85 50 189 50 189 50 189 63 238 135 511 t06 401 730 492 165 625 185 700 18 80 20 6110 10 38 10 36 10 38 33 125 106 401 68 119 450 160 S68 168 636 25 7,62 76 288 68 257 106 401 136 515 153 SEO 55 30 9.11 43 183 17 178 90 340 t2t 458 740 530 16 40 12.18 5 19 50 189 94 356 115 435 50 15.24 58 220 B8 337 50 60 7829 3 19 59 223 14 ...� 70 21.31 25 95 1 45 Lock Velve 12 440 35 10 ; 3O � B 293 25 6 I 20 15 4 282 10 292 2 5 262 266, 267, 268 284 294 295 0 GALLONS 10 20 30 40 I 50 60 I 70 80 I 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 I I I I I I I ___ _ LITERS 0 80 180 240 320 400 48U 560 640 720 B00 880 �•7or ■ So // 2 ✓akca� on /°� � prod os2 d wail ° �¢►�h Ma.rl�� T � �� /d� 5�. �SSGmCo( �o e lei c 4/0 ,0.4/ b�c:ld:7 Se"Xe proposed babe /,¢ /ct eF� /ue. 30 3 s1 n�v- f loroposed Lt xse, eFFAuea gI 0 w4. P7sn- Mk / ",O /; ne. ■ ��� G,4tm b.e. 32 b an 83 �ro�sec� mound a� 17. , 5'7'x /o'/ 0,5" u�i S'r go'ollspersala Fur( /a &ra.(s a & /yc')t yf! %B or /gees 5Paeeda./6 1• NarE : SEE CST Solt- TS g �' C.oT P 1. AN F �(DDtT7 co�RbcNt � lu FoizlKftT"lq� 1�l'rt�na9� t?QSer+�enf isy. 9 �. Bof 9 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis, Adm. Code County St. Croix 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 refer Rce (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arr nd td4tion an"istance to nearest road. pending Please prin a 1 �'�� Reviewed by Dale Personal information you provide maybe _�dZcr'secondaryi:11jr-pose (Privacy La'v�, s. 15.04 Property Owner F property Location Oakwood Tqn nizuml nL ' - ovt. Lot NE 1/4 NW 1/4 S 25 T 30 N R 18 , f (or) w Property Owner's Mailing Address of # Block # Subd. Name or CSM# 1611 Hy. #10 NE. ST t: ; 50 na Red Pine Corner City State Zip gdrf Phon ❑ City ❑ Village W Town Nearest Road S rim Lake ( Z )780 - 4996, Richmond 140th. st. C3C New Construction Use: ® Residential / Numberbf bedr' 4 Code derived design flow rate 600 GPD ❑ Replacement . ❑ Public or commercial - Describe: Parent material glacial drift Flood Plain elevation if applicable —na ft. General comments and recommendations: mound @ el. 99.50 +', based on contour 1 ine of el. 99.00' Boring Boring g] Pit Ground surface elev. 99. 20 ft. Depth to limiting factor 90 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fP in. Munsell Qu. Sz. Cont. Color 'Eff#1 'Eff #2 1 -12 10 2 mfr cs 2 2 -27 10yr4/4 none sil 2msbk mfr qw 1m 3 7 -70 7.5yr4/6 none ms Osg mvfr qw na 7 1 4 0 -90 5 4 6 none vfq M na na I na .4 .6 2� F Boring # Boring Pit Ground surface elev. 99.20 ft. Depth to limiting factor 55 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -10 10 2/2 none L k 2M mfr cs 2c .5 .8 2 0 -23 1Oyr4/4 none sicl 2msbk mfr qW 1m 3 3 -55 7.5 4/4 none sl 2csbk mfr qjA7 if .5 9 4 5 -72 7.5yr4/4 c2d 7.5 5/6 sl M 5 2 -85 10yr713 fractured limestone na na na np rip Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg /L ` EffWegt #2 = BOD < 30 mg/L rd TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gary L. Steel 02298 Address Date Evaluation nducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 8 -7 -2001 715 - 246 -6200 I Property Owner Oakwood Land Dev Parcel ID # pending Page 2 of 3 F31 Boring # ❑ Boring ® Pit Ground surface elev. 98 ft. Depth to limiting factor 51 in. Soil — Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 •Ef#E2 1 0 -10 10yr2/2 - none L 2msbk mfr cs 2c .5 .8 2 10 -28 10 4/4 none sil 2msbk mfr aw 1m 3 28 -51 7,5 4J none ms Os 4 51 -90 5 4/4 none sCl M ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I i Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOO, < 30 nVL 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. SBD4330(R6M) i STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. Oakwood rand Dev. New Richmond, WI 54017 MP SW -3254 NE4NW'� S25- T30N -R18W town of Richmond (715) 246 -6200 lot #50 -Red Pine Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as percent lot lines were not established at the time the test was conducted. N 1" =40' BM.= top of lot stake 2 el. 100.00' alt. BM.- top 1 98 70' of 1 vc i @ e . P P pipe 1 \ to 110- e� ,6f N Gary L. Steel 8 -7 -2001 J Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 _ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix 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 refer gLggpoint (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arr, , nq bEation ancWistance to nearest road. pending nC� Please prin a(1�ht�f�rmetion. \ R iewed by Date Personal information you provide maybe sed1briecondary eposes (Privacy L*, s. 15.04 (1) (m)). �r�i�0 Property Owner ?roperty Location Oakwood Land r)p '14 , ~i ovt. Lot NE 1/4 NW 1/4 S 25 T 30 N R 18 f (or) W Property Owner's Mailing Address <: -) of # I Block # 1 Subd. Name or CSM# 1611 HY. #10 NE. y ST r;410x z_ -- ,f 50 na I Red Pine Corner City State Zip Phon ❑ City [:1 Village U Town Nearest Road Spring Lake ark " [/( z )780 - 4996,` Richmond I 140th. st. a New Construction Use: ® Residential / NulntaeGb bp i_ ro9dr►s' 4 Code derived design flow rate tiff GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material g lacial drift Flood Plain elevation if applicable na ft• General comments and recommendations: mound @ el. 99.50 +', based on contour 1 ine of el. 99.00' Boring # Boring a] Pit Ground surface elev. 99.20 ft. Depth to limiting factor 90 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 -12 10 2 2 mfr CS 1 2 2 -27 10yr4/4 none sil 2msbk mfr qw 1m 3 7 -70 7.5yr4/6 none HIS Osg mvfr qw na 7 1 4 0 -90 5 4 6 none yf s M na na na .4 .6 i a Boring # : 99.20 Boring t'J Pit Ground surface elev. ft. Depth to limiting factor 55 in. Soil A plication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -10 10 2/2 none L 2msbk mfr cs 2c .5 .8 2 0 -23 1Oyr4/4 none sicl 2msbk mfr CrW 1m 3 3 -55 7.5yr4/41 none sl 2csbk mfr 9W 1f .5 9 4 5 -72 7.5yr4/4 c2d 7.5yr5 /6 sl M 5 2 -85 10yr7/3 fractured limestone na Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 150 mg /L ' ENeqt #2 = BOD < 30 mg/L 20 TS S < 30 mg/L CST Name (Please Print) Signature CST Number Gary L. Steel 02298 Address Date Evaluation C nducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 8 -7 -2001 715 - 246 -6200 I Property Owner Oakwood Land Dev Parcel ID # pending Page 2 of 3 Boring # ❑ Boring 3 ® pit Ground surface elev. 98.30 ft Depth to limiting factor 51 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -10 10yr2/2 none L 2msbk mfr CS 2c .5 .8 2 10 -28 10yr4/4 none sil 2msbk mfr CFW 1m 3 28 -51 7. 5vr4 / 6 none ms Os 4 51 -90 5 4/4 none SCI M a Boring # E] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Ong # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30:5 220 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. SBD4330 (8.6/00) I STEEL'S SOIL SERVICE Gar Steel 1554 200 #h Ave. ' Oakwood Land Dev. . CSTM2298 NE' N NW' - s25 T30N - R18w New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #50 - Red Pine Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not establie ed. at the time the test was conducted. N 1 11 =40' - -- BM.= top of lot stake 2 el. 100.00' IK t. BM. top of 1" pvc.pipe @ el. 98.7 0 C,C �. T Gary L. Steel 8 -7 -2001 Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to omm 83.4 Private Onsite Wastewater Treatment C 5 Wis. Adm. Code each P i ate Ons a ter rea ment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specification Sanitary Permit Number LO Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) OZ7t� Soil Absorption Component Size (ft Iq Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Maximum Influent Particle Size (in) U 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping. Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the sepgq4Kk and outlet filter shall be assessed at least once every 3 years by inspection. Th ou let filte shall be cleaned as necessary to ens ure p roper operat The filter cartridge s removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Saptic Tank and Soil Absorption Component 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 scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an 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. 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 the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. ' Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. x- Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 • Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. �� �. S S s7`� �� � J c{ �,S , ,�„1/ '(� r �L 3 � � iC. D d v►� �UYYC �..,�,... 4O © N Q_ 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 5 A A In / LL E '• I Mailing Address Property Address (Verification required from Planning Department for new construction) City/State � l IAI IZ I- H M o N A Parcel Identification Number o Z� 4 2 Lwrsr DE - Q MQN UJ V., Sec. T Zs . 3 2 N-ic Towa of ,� I C !'✓� D 1� Property Location � %, �— jZ I E �O hg-- -- Lot # Subdivision 2 Certified Survey Map # (cool 7 3 . Volume Page # $ 3 Warranty Deed # `71 7 - 7 b' V . Volume 2 - 2-1 6 ©� . Page # Spot house yes ❑ no Lot lines identifiable yes ❑ no i cvSM M M s&t EMCE ' Improper use and mamtenanceof your septic system could result in its premature failure to handle Put into die system data of pumping out the septic tank every three years or sooner, if needed by a licensed Pumper• can affect the function of the septic tank as a treatment stage in the waste disposal system. The p ly owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a lumber, restricted plumber or a licensed pumper verifying that (1) the on -site waswwaterdisposal system mastorplumber, jouraeymaap on and pumping (if necessary), the septic tank is less than 1/3 fun of sludge. op is in proper erating condition and/or (2) after inspection is and a to maintain the private sewage disposal system with the standards Uwe, the undersigned have read the above requiremen of Natural Resources, State of Wisconsin. Certification set forth, herein, as set b y the D epar t men t of Commerce and the Departm ent Office within 30 stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning da ' e 'ratio DATE A O CANT 0r*reru r�RTiFi[`ATIO I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of above, by virtue of a warranty deed recorded in Register of Feeds Office. 2S'b DATE O OPUCAM ssssss Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning DepartMcuk� 4 s« Include with this appUcation: a stamped warranty dead from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed l V 2 2 10 P 2 0 5 - 1 -7-7a-4 l� STATE BAR OF WISCONSIN FORM 1 —1998 " XATHLEEN H. WALSH. WARRANTY DEED REGISTER OF ,DEEDS ST. CROIX CO.. YI RECEIVED FOR RECORD Document Number This Deed, made between Oakwood Land Development Inc., a 04/T7/2003 03:10Pt1 Limited Liability Company Grantor, and Sam E. Miller, a single WARRANTY DEED person , Grantee. EXEMPT i Grantor, for a valuable consideration conveys to Grantee the following REC FEE: 11.00 described real estate in St. Croix County State of TRANS FEEL 508.50 Wisconsin (the "Property"): COPY FEE: CC FEE: PAGES: 1 Recording Area Name and Return Address Sam E. Mil 13611 t Sir� N. Ichrttorfd, Wl 54016 Syo�� 026 1142 48 000 Parcel Identification Number (PIN) This is homestead property. (is) (Is not) Lot 12, Red Pine Corner and Lots 47, 4 , 50 nd 51, Red Pine Corner 1" Addition. Together with all appurtenant rights, title and interests. none Grantor warrants that the title to the Properties good, Indefeasible in simple fee and free and clear of encumbrances except Dated this day of 6Zil, 2003. (SEAL) (SEAL) akwood Lan evelop t Inc. (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, WENDY 9WATZ } ss. authenticated this N TARY 6 v PU I � St. Croix County y iI Personally came before me this day of fit, 2000 ,3 the above named Gr eaory J, Peterson. as Vice Pr esident to me known to be the person who exec d the foregoing TITLE: MEMBER STATE BAR OF WISCONSIN inst merit an acknowledge th me. h— (If not, authorized by §706.06, Wis. Stalls) Lu-e 6d � Y�-- THIS INSTRUMENT WAS DRAFTED BY Notary Public, Stat of Wisconsin Coidwell Banker Burnet 1301 Coulee Road My commission is pe anent. (if not, state expiration date: Hudson, WI 54016 � j 1`! 3 -31793 T ) (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of persons signing in any capacity must be typed or printed below their signature, STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 —1988 Milwaukee, Wis. , P e gT C�, r r, )Ut4" toe NORTHMES7 CORNER RED P/ N E CORNER F/ H S T A D D/ T/ O N } SEC 7/0N 75 -J0-16 FOUND AzwNUN LOCATED IN PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER AND PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER COUNTY MONWlEN7 AND PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER ALL IN BENCHMARK: SECTION 25 TOWNSHIP 30 NORTH, RANGE 18 WEST, TOWN OF RICHMOND, ST CROIX COUNTY, WISCONSIN. TOP OF NONUNEN7 UNPLATTED LANDS ELEVAMON- 985.17 ---- - - - - -- ------- S89'55'01 'E 2597.92' - - - - - -- / NORN CNC Or NIF NN 1/ ` \ NOR 114 CORNER ffOUNO ALUMINUM / 14 0 T H A V \COUNTY NOV AIfN7J II -- -- - -- -.._ S89'55'01 "E 1162.22' .. - - .. �-o-_.�.�_, ��s3.ecr � •589'5501 E 1435.70" 140th A,, nus ------- - - - ` ■` N �O TAT aF t o \ off \ s G \\\ \ ll �.1.3�0�1hA �� � ven � u p e K* I y IIIN"r SEC. 25, 7. 30 N., R.18 W. 1rn \ \ \ q TOM OF RICHMOND, ST, CR01% COUNTY, WI ` m / LOT 9 � '/ 1 \ / r a� 1490 / \ � � \ NORTH j,\ ° ao � 6SO (o 1 � \ "\O \O F \ l 7 1 \ LOT 53 3 � ?� I:Z \ \ \9 \ "� 66,000 5a Fr 9' / I \ 1.52 ACRES S89'55'01 "E 296.44' ,00 o loo o xs• x,,e• 103.7 193.17 g7APWC SCALE Si .� \ .. y a Z �. 5 •5 ye. �w 17b a SCALE IN FEET: 1 Y,ch . no /eel � `\ 71Q�•. 661ro9'l17'E / Sa703'SS=E isaoi•'� LOT 51 I g IF ` \ Rp 66665 Sa Fr. SRctlon Comer Monulnsnl // 1 'c \ LOT 52 •p^ 1.53 ACRES I o V I of Record 6 + 64z sa F7 - t o ? I Set 1 -3/16` 30' Iran Rod weighing \ M \ ® o mMNwm at 3.77 PounW pa LOT t0 h' \ \ 1.38 ACRES J^ A • 01 • W I R Z I fine. Ipot. � \ 6 � 9 Set 1' , 24" Iran Pipe weighing 00 \ R0 �9J• 1.13 Pounds per lineal root. O' `\ `SO. .Rj, Oe\ 1 0 ", Lh J I O Found 1 -3/16" iron Rod ^j I ? ? N• \ \\ �� �P I� o Found r N an Pipe �p� ,j� LOT 50 r . . • . . Bu%dh Setback Line (100 From Right of Way) \ "h� I / `\ \ © \ rp� . �\' rD' 641404 5o. FT. Iv � W 1 Ln - - - Propose l OriKeny - Location Approx. ��O 11 \ 6 \ F 1.50 ACRES I N Denotes Dlolnoge Easements \ LOT 54 R Right of Way \ 66,000 SO. Fr \. \ 1 O \ �p•4672'E J 1 w 1.51 ACRES 1 1 \ i1 • - - - -- 12' Utility ENIxnent. Typical H. W. E. High Wailer Elevolion � H. W L. Hi Water Line LOT 11 1 S � Y 1 \ 1 �I I 1 LOT 49 N!". F. F. E. Minimum Finhhad Floor Elevation, 4 cC h' LOT 55 1 W I Q I I 6 1.4 4 T ACRES e 66,651 s0. Fr 1 I 1 ` d} 1.53 ACRES - SLY/N tIX or TIC NR 1/I or 7IK NW I/I �• I 1 1 I OU 2 1 1 - AwN 041[ a p1C sN 1/i a� nc me �/e .. - .. - - . . -\ ` `- - - - . . - - - t• - � © N89•SS'a7'W 344.113.91' "y 23D.79' 1 3• 0 N89'53'43" N6 - 1 / 3, a , ro N LOT 56 N 64234 so. Fr. ©/ LOT 48 0 4 1.54 AC / "� M 1. 696 fl. 1.69 ACRES S 3 ,rn IN 1 X71 "W IF LQT 12; LOT 57 / O // 3 o3.5s 1 66976 SO Fr. I I 9 / 1 1.54 ACRES BEARINGS ARE REFERENCED TO THE NORTH LINE OF THE \ _ ( I ,1 LOT 47 `� Z NW 1/4 OF SECT04 25, T3pN, R18W. WHICH IS 1� ` N7 1 I II 75,017 3`a Fr 3 ASSUMED TO BEAR 589 %-101'4. 1Z / 30 I= B , r72 ACRES ry o I IfT1 381 24' w i R ? I Drafted b Allen G ScNipp 1 1 LOT 35 (� \ N13'5835 "W ��I 73.7 I \ 3' T j3 }3 4 _ _ _ _ _ �N73g9j5 v1 V I I S7. CRp% COUNTY GLOBAL POSITIONING SYSTEM NETWORK MONUMENTS. IO \ / O - O 6607 Iv Z I 1 2 \ 0 I NOTE: NO OWNER OR RESIDENT SHALL DO ANYTHING WHICH WOULD INTERFERE Z \ ��9j , �� _ WITH '' N73� , J I TH OR CHANGE THE OPERATION OF THE APPROVED COMPREHENSIVE WATER \ O ��� ��6T.,71., 6 01 W 1 DRAINAGE AND SOIL EROSION PLAN FOR THIS PLAT. THIS INCLUDES I I m j `O' ; _ , - .1 6.34• 1 BUT IS NOT LIMITED TO BUILDING UPON, OBSTRUCTING, ALTERING, FILLING, OR EXCAVATING OR PLANTING IN ANY POND EASEMENTS, I / / rn I WATER DRAINAGE DITCHES, WATER RUNWAYS, WATER CULVERTS, / - BERMS DR GRASS SEEDINGS. LOT 46 1- I A / 67,153 so F7 N Q I NOTE: The poela shown - this map ore subject to State, County and Township / / 11'. 1.51 ACRES 3 lows, r rc ules and regulations ( Le. wetlands. minimum lot size, access to parcel. �I Q/ etc.). Before purchasing or developing any parcel. contact the St. Croix County / j h a Zoning Office and the appropriate Town Board for advice. '� / / 21 LOT 45_ s6 e 9 6_ N CURVE DATA N89'52'26 "W CURVE RADIUS ARC CHORD DELTA CHORD BEARINGS TANGENT BEARINGS 119.60' 1 116.15 N 4 N d 11 E 2 - 7 110.10 187. 6' 30 N 8 t N 70' 11 73 09 45 E I 4 N 1 d' 4 E h 14 14 1 N 1 I -7 14.1 14. 4 94-11- 4 N1 • N 2 2 1 N d 1 N 1 W N - 11. 4 W 1 1 A / .d d N N 4 2 14 14 -1 7. 7 1 39 10 N 28 41 49 W N 11 W O1 4 W N 4 W 0 N N N 2 1 1 . SHEET 1 OF 2 SHEETS N