Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
030-2131-38-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT sanitary Permit No: 453328 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: St Joseph Dev Corp St. Joseph Township 030 - 2131 -38 -000 CST BM Elev: Insp. BM Elev: BM Description: Sectionrrown /Range /Map No: /60-0 6 6 - d 1 .(S /M ( 23.30.2 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark �; /�6 3. 1)3. L 166 . ;t9 Dosing Alt. BM Aeration �c�1G Bldg. Sewe Holding St /Ht Inlet TANK SETBACK INFORMATION St /Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet \ Septic 7 86 7 140 2_ Dt Bottom 13: y5 Dosing e i Header /Man. �5 7 �c� 7 goo �� 2-1 /a Aeration Dist. Pipe Holding Bot. System Z 1 ` � � PUMP /SIPHON INFORMATION Final Grade Qi,s 1' Manufacturer Demand St Cover ' I I 3 r�. 5.5� c77. 24, Model Number �7 MG M G) . C., "A lr q,6 r i `7 z- TDH Lift Friction Loss System Head TDH Ft Forcemain Le th Dia. Dist. to Well Z SOIL ABSORPTION SYSTEM BEDITRENCH Width I Lenngth ® No. Of Trenches PIT DIMENSIONS No Of Pits Inside Di - a. Liqui epth DIMENSIONS \\ \ SETBACK SYSTEM TO P/L BL G WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION Type Of System: l CHAMBER OR tr 1- UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Length J Dia Lengt � 3 Dia Spacing - g SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded 1 xx Mulched Bed/Trench Center i .ry Bed /Trench Edges Topsoil { (fj _ es No 1 es D No COMMENTS: (Include code discrepencies, persons present, etc.) Inspe # V / 11 / 0 4 Inspection #2: Location: 117 Heritage Tr Unknown (NW 1 W 1/4 23 T30N R20W) Settler's Glen Lot 38 � look Parcel No: 23.30.21.1092 l-�' .� 1.) Alt BM Description = � C"U �` U � �- 2.) Bldg sewer length = 21 ' X� (1e. ,� � V\ o \"- - amount of cover = .3 6' 1 `' P 3.) Contour = Plan revision Required? , Yes `, No Use other side for additional information. L ' SBD -6710 (R.3/97) Date Ins ctor's nature Cert. No. • ,� V� `� � �,�- q� �� !,� �� �" �� /� �� �� w� � � �� V � �- �� ` Safety and Buildings Division County 1* Consin 201 W. Washington Ave., P.O. Box 7162 St. Croix Madison, WI '53707 — 7162 Sanitary Permit Number (to be filled in by Co.) Dep artment of Commerce (608)266 -3151 332 Sanitary Permit Application State Plan I.D. Numbe /G6 3 Z 9 f� =T In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 3 = S� f>< 14 may be used for secondary purposes Privacy Law, aI5.04(I)(m) Project Ad s (if different than mailing address) I. Application Information — Please Print All Information 117 T tkff &6C I-f46f + A- L -- :, Propetl,5tpwner's N ,� � Parcel # Lot # Block # RECEIVE St. � Jo ev Corp. i 38 erty Owner's Mailing Address ! Propertyll onation 12415 55th Street North JLT 1 5 2004 NW i. SW ' , /., Section 23 City, State Zip Code Phone Number Lake Elmo, MN 550421 214 I30 ( Icircleone) r T N; R r II. Type of Building (check all that apply) Q 1 or 2 Family Dwelling — Number of Bedrooms 3 vw Subdivision Name CSM Number Settler's Glen Public /Commercial — Describe U e ❑ State Owned — Describe Use X ❑City ]village 0° Township of St. Joseph III. Type of Permit: (Check only one bo on line A. Complete line B 1a e 030 — Z1 31 — — CM 6 . 2 A' 0 New System ❑ Replacement Sys Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl ❑ Non — Pressurized In- Ground Mound > 24 in. of suitable soi ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter 0 Constructed Wetland ❑ Pressurized In -Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber 13 Drip Line 13 Gravel -less Pipe ❑ Other (explain) V. Disp ersal/Treat ent Area Information: Design Flow (gpd) Design Soil Application Rate(( f) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 450 0.5 O p S, Q 450 450 100.30 VI. Tank Info Capacity in Total umber Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank 1000 1000 Weiser X Aerobic Treatment Unit Dosing Chamber 650 650 Weiser X VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plum er's Signatu MP/MPRS Number Business Phone Number Roger Nelson MP 226497 715 - 273 -4444 Plumber's Address (Street, City, State, Zip C e) 122 East Summit Avenue Ellsworth, WI 54011 VIIL County/Department Use Onl Approved ❑ rsap Sanitary Permit Fee includes Groundwater Date Issued Is ing gent Signature (No Stamps) Surcharge Fee) ❑ Own Reason for ial 3JV IX. Conditions o pprova al SYSTEM OWNER: 1 Septic tank, effluent fitter and dispersal cell must all be serviced f maintained as per manageltlent plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete plans (to the County only) for the system on paper not less than 81/2 x I I inches in size SBD -6398 (R. 01/03) SSG 1� J3M El. Na ; t 3 RRu ,gin n '1 O d � Q /a r off V� 1Q o � m p a e o 71 8� 9 &. Safety and Buildings 4003 N KINNEY COULEE RD commerce .Wl.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 i www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary June 11, 2004 CUST ID No. 226497 ATTN: POWTS Inspector ROGER D NELSON ZONING OFFICE NELSON PLUMBING ST CROIX COUNTY SPIA 122 E SUMMIT AVE 1101 CARMICHAEL RD ELLSWORTH WI 54011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/11/2006 Transaction ID No. 1003294 Site ID No SITE: St Joseph Development - Lot 38 683949 117 Hartage 'e a eri8rc,; Town of Saint Joseph, St Croix County abaue �M ie s'�t NW 1/4, SW 1/4, S23, T30N, R20W Lot: 38, Subdivision: Settlers Glen FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 959550 Maintenance required; 450 GPD Flow rate System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01) 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. 0 This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD- 1069 1 -P(N.0 1 /0 1). • The pressure network is to be constructed in accordance with publications SBD - 10706- P(NO1 /01) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)" 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. 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. ROGER D NELSON Page 2 6/11/04 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. Fee Required Y� $ 175.00 Fee Received $ 175.00 �-asater Balance Due $ 0.00 Spe list Integrated Services Bureau (715)726 -2544 Voice ljansky@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: 3 bedroom Mound for Lot 38 Owner's Name: St. Joseph Development Corp. Owner's Address: 12415 55th Street North Lake Elmo, MN 55042 Job address 117 Hartage P.O .W.T.S. Legal Description: NW 1/4, SW 1/4, S 23, T 30, N R 20 W Conditionally Township: St Joseph O VED DEPARTMENT OF COMMERCE DIVI�ION OF SAFETY AND UILDINGS County: St. Croix Subdivision Name: Settler's Glen SEE CRR ESPC4DENCE Lot Number: 38 Block Number: Parcel I.D. Number: Plan Transaction No.: 10 032 94 Page 1 Index and title Page 2 Data entry RECEIVED Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications MAY 2 0 2004 Page 6 Management and contingency plan Page 7 Pump curve and specifications SAFETY & BLDGS DIV, ° Page 8 Plot Plan Designer: Roger Nelson License Number: MP 226497 Date: 05/18/04 Phone Number: 715 - 273 -4444 Signature: 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 Networks for ST -SAS (01/81) Version 4.0 (R. 04/03) Pagel of 8 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 soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 450.00 Design Flow (gpd) 3,o Site Slope ( %) 99.30 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 50.001 Dispersal Cell Length Along Contour (ft) = 9.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft) 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) a Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 3 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 8.82 ft /orifice 2.00 Forcemain Diameter (in) 125.00 Forcemain Length (ft) Does the forcemain drain back? Y 85.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 20.39 Forcemain Drainback (gal) 14.97 Vertical Lift (ft) 29.65 5x Void Volume (gal) 1.25 Friction Loss (ft) 50.04 Minimum Dose Volume (gal) 22.72 Total Dynamic Head (ft) 21.01 System Demand (gpm) Lateral Diameter Selection Manifold D Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 x x 1.50 x x 1.25 x 2.00 1.50 x 3.00 2.00 x 3.00 x Gallonslinch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Weiser 800 - 325 -8456 IManufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 650.001 Dose Tank Capacity (gal) I Zabel 1-800-221-574 Filter Manufacturer 17.001 Dose Tank Volume (gal /in) IA100 Filter Model Number Weiser Manufacturer Project: 3 bedroom Mound for Lot 38 Page 2 of 8 f I Mound Plan View _ T 1/10 B • Observation Pipe '3' J K . -� ......................... -� •ti•ti•5. •'L �„� •'.••.•L•'L•1.ti•1• ••.• '.•ti••.•L•' •'. •'.•ti•S.••.. •.•1 ,.••.•,, tia••.•ti.ti••..•.•ti.• 5 • . ti.ti, ..,, ., ;ti,. A W ,� B . 1: .............. L Mound Component Dimensions Down slop toe extension made. A 9.00 ft E ii:2y 'n H F 1.00 ft K "s -/,(. B 50.00 ft F 9.00 in z 9.00 ft L C ).3i D 12.00 in G 0.50 ft J ft W zJ.i . ft 450.00 (ft) Dispersal Cell Area 1 900.00 (ft) Basal Area Available 9.00 (gpd /ft) Linear Loading Rate 1 5.00 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.05 (ft) ----► .frrrrr 1 1. G H � frrrrirrrr. 2�rrrrrrr:,. . rrrrrrrrrrrrrrrll7 'rrrrrrrrrrrr�r -- I F ::' 100.80 (ft) Lateral Dispersal Cell 100.30 (ft) — Invert Dispersal Cell t D .... . E 3 Elevation ...... ...... .... ... ...... .... .. .............. 4 4 99.30 (ft) Contour Elevation 3.0 % Site Slope Geotextile Fabric Cover Shading Key c T Dispersal Cell See lateral details on 10 _ Topsoil Cap c ° 1.5 ft • . Page 4 for number, size, rrrrr Subsoil Ca c 5 �;�' �r: ��: and spacing of laterals. LLLLJ ASTM C33 Sand ' • Laterals are equally ; •.r,.;. ti;ti ti ff ti;1r; F 4 Y ® ®Tilled Layer m 0.5 ft :::� Typical Lateral r ti �;: spaced from the cells Y C tp •• � ,•1• ••ti ,' , •.•titi � 1 centerline 5 distribution 05 r•:•r•, Aggregate c r• :. :. •:•� •' •' centerline in the — A distribution cell (AxB). Project: 3 bedroom Mound for Lot 38 Page 3 of 8 End Connection Lateral Layout Diagram Center the laterals over the A & B dimension •= Turn -up vn'ball valve or Olean outplug e P All laterals are identical IE X —� I Holes drilled on the bottom of the lateral S equaliy spaced Laterals & force main of PVC Soh 40 S (per COMM Table 84.30 -5j Force main connection via tee or cross to manifold at any point. Number of Laterals 3 Orifice Diameter 0.125 in Lateral Diameter 1.00 in Orifice Spacing (X) 3.03 ft Lateral Length (P) 48.48 ft Orifices per Lateral 17 Lateral Spacing (S) 3.00 ft Orifice Density 8.82 ff /orifice Lateral Flow Rate 7.00 gpm Manifold Length 6.00 ft System Flow Rate 21.01 gpm Manifold Diameter 1.50 in Total Dynamic Head 22.72 ft Forcemain Velocity 2.15 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 E-- Alternate outlet location Forcemain diameter Weiser 800 - 325 -8456 Manufacturer 2 in. Capacityl 650.00 Gallons Volume 17.00 gaVinch A Weep hole or anti - Dimension Inches Gallons B siphon device A 23.29 395.96 B 2.00 34.00 C P ump off elevation (ft) C 2.94 50.04 1 85.83 D 10.00 170.00 D I r Total 1 38.241 650.00 Dose se tank elevation (ft) 3" Bedding uncT tank. 85.00 Alarm Manuafacturer IS. J. Electro S ystem s Alarm Model Number 1101 HW I Pump Manufacturer JMyers Pump Model Number I ME 40 Pump Must Deliver 1 21.01 gpm at 22.72 ft TDH Project: 3 bedroom Mound for Lot 38 Page 4 of 8 : Mound System Maintenance and Operation Specifications Service Provider's Name Installed by Nelson Plumbing Phone 715- 273 -4444 POWTS Regulator's Name St. Croix County Zonin Phone 715 - 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450 ft Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Moundl Inspect for ponding and seepage once every 3 ears Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished •.........••.• ............... Grade 6 -8" Diameter Lawn —_♦ Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: 3 bedroom Mound for Lot 38 Page 5 of 8 I 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 IgglUnce every 3 years by inspection. Th outlet filter hall be 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. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(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 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: 3 bedroom Mound for Lot 38 Page 6 of 8 1 9 Rf� -, E - 7 0 1= 7 M E40 Series 4/10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE O 50 100 150 200 250 300 350 40 12 35 10 N W 30 W 1— � B 25 a Z 20 6 0 J 2 a 15 Q al.Cl 4 H O Io H ' 5 2 0 0 0 10 20 30 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE 1101 Myers Parkway, Ashland, OhiO 44803 -1923 419/289 FAX 419/289 - Me Telex 98 - 7443 K3326 7/91 Printed in U.S.A. f � r 4 AJJress = I ! 7 J� ►-i _._.._- !zA�L _ _ ___._. Vill . 3 C ;1; WA S EC L j J � 3 floks � o W - �t v i i m ea m Pa 9oi 9 •� A + 1 10 e �'n t� Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _ ' of Div,sion of Safety and Buildings 1 eKT in accordance with Comm 85, Wis. Adm. Code County � r Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. �v percent slope, scale or dimensions, north arrow, and location and distance to nearest road. D Please print aU information. eviewed Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner C ,+fZ Q (� 6 c ©�✓t- e = S Property Location L `: e- r1� �- rlly� Govt Lot A l 114,! 0 S Z3T 30 N R 2d E (or)o Property Owner's Mailing Address Lot # I Block # Subd. Name or CSM# (D7 Z O J' I L C w,�}-� -:—M /� r�D � S - - L LA City State Zip Code Phone Number ❑ City ❑ Village N Nearest Road Y t u w,4+&?N- t AO s s rz4 (.s`C) 5 F - Z / -, - [) New Construction Use: 1�i Residential 1 Number of bedrooms _X f r_ Code derived design flow rate _ y c��1� U __ —_ GPD ❑ Replacement � ; C1 Public or commercial - Describe: _ —__ - - - -_— — - - - - -- Parent material - -_ -,� _ _ - -- --- - - -_ -- Flood P �0 r'+ plicailo _— �_ - - - - - -- ft. General comments R E C E, i V F 1 7 and recommendations: _5Y� � e_l �� y - U Y. c—I cf� MAY 2 0 2004 Boring # a Boring F� _( ivlN ' J IGF Q, pit Ground surface a v. l� ft. Depth t _ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. $h. 'Eff#1 - Eff#2 z !mil Za /0 L SL vt'1 �'r C e✓ - — r /, U 00 a G �s _J' Boring # Boring pit Ground surface ele . 9' ` . Depth to limiting factor ' 2. � in. Soil Application Rate Horizon Depth Dominant Color Redox Desc Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cant Color Gr. Sz. Sh. 'Eff#1 •Eff#2 SL � y -Z - s c �✓ Effluent #1 = BOD > 30 220 mg/L and SS >30 < 1.50 mglL *Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please P • t) ture CST Number Address Date Evaluation Conducted Telephone Number w ✓� -r �- Parcel ID # =�1 �d _cN Page - �- of -_ 3 Property Owner 2 - ❑ Boring t � �� limiting factor Boring # - ft. Depth to limng a - in. L+� I Pit Ground surface elev _ Soil Application Rate Horizon Depth Dominant Color Redox Description Texturo Structure Consistence Boundary Roots •Eff#1 PE11#2 in. Mansell Qu. Sz. Cont. Color Gr, Sz. Sh. p -ri [ 3/ �s �L I El Pit Ground,surface elev. Boring # Boring ft. Jep?fi 40 limiti :g factor ______ in. _____ Soil Ap Rate Horizon Depth Dominant Color Redox Description Texture I twcturt3 Consistence Boundary Roots GPDIFt� in. Mansell Qu. Sz. Cont. Color Gr. Sz . Sh. •Eff #1 'Eff#2 I I � E] Boring Boring # Ground surface elev.-- _ -_ - -_ ft. - Depth to limiting factor in. [] Pit Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfif Eff#1 'Eff #2 in. Mu nsell Qu. Sz. Con Color Gr. Sz_ Sh. ` Effluent #1 = BOD, > 30 < 220 mglL and - 1 SS >30 < 150 mglL ' Effluent #2 = BO D, < 30 mglL and TSS < 30 mglL e 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. s13D -8330( MOO) I A Page Z of __ 3 ✓ Property Owner Parcel ID #)�_! I _ �� p E] Boring x� L� 3 Boring # //w�v-- �� penih to tirniLmg factor _-,[ rn. pi Ground surface elev Soli A lica6on Rate {] ty -- � - ft. GPDtft Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rooms .Eff/i1 'Eff #2 Gr. Sz. Sh. in. Munsell Qu. Sz, Cont Co ;Or i _ - -- - a ,S Boring �- ❑ Boring # ft. Depth to lim ti, g factor _ —_ - -- in. Soil A I D Rate ❑ Pit Ground,surf4ce elev. ____ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •Eff' # GPDItt Z Eff#2 in. Munsell Qu. Sz. Cont_ Color Gr, S z. Sh. t - i � I f Boring Boring # Ground surface elev. _______ -_ ft. Depth tv limiting factor _ in• Soil A licauon Rate ❑ Pit _ Horizon Depth Dominant Color Redox Description Texture I Structure Consistence Boundary Roots *Eft# *Etf#2 in. Munsell Qu. Sz. Con Color GZ Sz_ Sh. Etfiuent #1 = BCD, > 30 <220 mgiL and SS >30 < 150 mglL ' Effluent #2 = BCD, < 30 rngiL and TSS < 30 mg/L The Department of Commerce is an equal opportunity service proviuer 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. SBn-s330 IR.M!W) PAGE :-!L OF-]� NAME: LOT# ��` LEGAL DESCRIPTION:Nk /45W 1 /4,SaTSo___,N,R,?oE(or r SCALE: I "= �m ( ELEVATION: BM I DESCRIPTION: 4-v ©-� ac�A r Q d BM 2 ELEVATION: _ r BM 2 DESCRIPTION: SYSTEM ELEVATION: /GAO Z SYSTEM TYPE: /'I'(mv n� S�/<lfe -Wl `Yhf a c�v� —to�� art• r_ -'psi ll (.0 G X r RECEIVED' b� JUN 0 i 2004 9 �0 45. i. D"Wix COJNT'Y cy c� ZONING OFFICE �C) SIGNATURE: ff IY TE4-7 r� Safety and Buildings commerce 4003 N KINNEY COULEE RD RECEI Erg LA CROSSE WI 54601 -1831 i scons i n T� IC t �l 4 TDD #: (608) 264 -8777 www•commerce.state.wi.us /sb Department of Commerce MAY 2 8 2004 www.wisconsin.gov Jim Doyle, Governor S i . U GOUN I Cory L. Nettles, Secretary May 25, 2004 CUST ID No. 226497 _ „ � i _ (� �� Fee Required $ 175.00 Fee Received $ 175.00 ROGER D NELSON Balance Due $ 0.00 NELSON PLUMBING 122 E SUMMIT AVE ELLSWORTH WI 54011 REQUEST FOR ADDITIONAL INFORMATION tdt�tifiatrolzuins Transaction ID No. 1003294 SITE: St Joseph Development - Lot 38 Site ID No. 683949 Town of Saint Joseph, St Croix County Pease re�tb 601lta NW 1/4, SW 1/4, S23, T30N, R20W.o r Lot: 38, Subdivision: Settlers Glen FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 959550 Maintenance required; 450 GPD Flow rate; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01) The submittal described above has been placed on HOLD and the review and approval is pending subject to receipt of the ADDITIONAL INFORMATION and/or revised plans requested by this letter. Upon receipt of the additional information and/or revised plans, the plans will be reviewed for compliance to applicable Wisconsin Administrative Codes and Wisconsin Statutes. The following deficiencies in the Soil Evaluation Report must be corrected/revised and accompany the resubmittal: 1. Ground surface elevations at each soil boring must be reported on the form. 2. The correct soil application rates, based on the current code (revised 2/1/04) must be used. 3. The owner's name needs to be completed on page 2 of 3. This necessary to link the pages together should they become separated. 4. The site plan is of very poor quality and is deficient in the following areas: a. Identify all property lines and their lengths. b. Please name to road fronting the property, and accurately depict its width (usually 66 feet). c. Identify portions of the drawing that are not to scale. `�d. Describe the property on the site plan using the lot number and subdivision name, as well as the quarter, quarter section description. This should tie it into the rest of the report. ✓e. Locate the benchmark in reference to some point on the parcel that it can be located, and locate the property to the nearest road intersection. n '� �G� 30 � f. The installation contour does not stem to follow the general configuration of the other contour lines, and appears located more at the 99.5 or 99.6 foot elevation. The percent slope calculated from the contour lines is 3 % not 1 -2 % as reported. This will affect system design. Please explain these descrepancies. g. Since the proposed system area is close to the east side of the lot, please indicate whether there are any setback encumbrances on the neighboring lot. ROGER D NELSON Page 2 5/25/04 Send your resubmittal into the address listed above, unless otherwise noted, and the department will review the resubmittal within 5 working days of receipt date. Please include a copy of this letter with your resubmittal. If you have any questions, after reading the above comments and related code sections cited, please call me at the telephone number below. If the above requested information and/or plans are not received within 30 business days of the date of this correspondence, this submittal will be returned denied. No fees will be refunded, and a new fee, application form, and submittal of plans /specifications will be required should you desire to continue with this project. The code in effect at the time of new submittal would apply. Sincerely, i Leroy G. J sky, Wastewater Sp6dalist Integrated Services Bureau (715) 726 -2544 Voice (715) 726 -2549 Fax Ijansky@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Zoning Office St Croix County Spia 875e,0 : x x 878.5 , • T 43 • 881.5 .00 A � I OW .► .... ......... Aw qt A R • � •y f � r ++ s e .; f 877. {' r � t � 4 a r • � 5 � 4 ,.t t� •Xt * f '�.• -.c •.••_ •:�,w• a •�` ♦• •• "i '!�7•♦ +s • #a ••� k �t�!r y 3" � 5 . �y g�'� '• L ,�.. r �'�� Y � r ? a xh+d o r at: r - �' -qt .ti tix k 1- a ,R r n t =' Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in acxordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 incises in size. Plan must Cro f include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all i - Reviewed by Date Personal information you provide may be used for ndar�pbM T"Cy Caw, s. 1 04 (1) Property Owner Proqerry Location rr C' h`_' `1a % 8 ?0 Go •. Lot Ajt,,.� 1/4 Sw1 /4 S.� T 3c1 N R Zo' E (or Property Owners Mailing Add Lot Block # Subd. Name or CSM# z� I I 'vd City State Zip Code Phone Number City Villa a ITown Nearest Road c ( - I ) 0 0 1 I a b h 3s New Construction Use: R Residential / Number of bedrooms Code derived design flow rate 7 s O GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material a V � " V Flood Plain elevation if applicable �i ( �-- ft• General comments e and recommendations: cb(40 J r , -e (j to 1 -00 a Boring # ❑Boring &g Ground surface elev. 161 � ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 -ZO ID 5 5�- 2 k m c5 I � .5 '9 5 9 3 34 --S) (0 S1 C 2P 1,S 4 Se-L 2r,-)5)4- rY C- _ Lq �o Boring # I ❑� Boring � E Ground surface elev. /0/1 ft � . Depth to limiting factor t� � 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 tj 13 SL Znl6b�,l iY CS Effluent #1 = BOD > 30 < 220 mgfL and TSS >30 _< 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Ad &cA 2 3 Address Date Evaluation Conducted Telephone Number ZV3 DoT= . Sow ,l�l �Hb - � � ( - 7ls)ZY2 y�ag Property Owner Parcel ID . # [� Boring Page � of Boring # � pit Ground surface.elev. q %. Q 0 it. Depth to limiting factor A0 in. Horizon Soil Application Ra Depth Dominant Color Redox Description Texture Struchue Consistence Boundary Roots GPD/fl' In. Munsell Ckr. Sz Cont Color �;": Ge. Sr- Sh. 'Elf #1 •Eff #2 0 -15 Z y 3 ESL 2l,no bk I v y r 5k CZP �5 [7-] Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to Wiling factor in. Boil Application Rat Horizon Depth Dornlnant Color Redox Description.., ., Texture _Structure Consistence Boundary Roots GPD /ft= In. Munsell Qu. Sz. Cont Color Gr. Sz Sh. 'Etf #1 'Eff#2 Boring # ❑ Boring ❑ Pit ' Ground surface elev. ft. Depth to limiting factor In. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture . Strudure Consistence Boundary Roots GPD /W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff #1 •Eft #2 I I • Effluent #1 = BODs > 30 < 220 mgll. and TS >30 < 1 SO mm • Effluent #2 = BOD, < 30 mg/1 and TSS < 30 mg/i. 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 1 608- 264 -8777. SB617I0 (R07I00) PAGE -3 OF 3 NAME � ir�u TOT# 3W LEGAL DESCRIPTION 4w Y4 —':OX S 2 2 ) T Z,,�) -N R Z 0 E(orl! SCALE: t"= 13M 1 ELEVATION .1(w . O I BM I DESCRIPTION rJ I ��O We D BM 2 ELEVATION BM 2 DESCRIPTION SYSTEM ELEVATION /4(- 5 0 1 SYSTEM TYPE mom) nc� CONTOUR ELEVATION / 01 , 0 0 y b�3 /00 C) / 0 0 6 O v •d h SIGNATURE �� DATE - O r PAGE 3 OF NAME: n, L (_ LOT# 3 LEGAL DESCl2IP; ION:_1 /4__1 /4,S_T SCALE: I "= yU J3A JELEVATION: Dv ABM I DESCRIPTION: — T C 3 oure:�c &--,-- BM 2 ELEVATION: -- - BM 2 DESCRIPTION: _ SYSTEM ELEVATION: U SYSTEM TYPE: 6 0 U Ld X40 6 Gf '� • 6 d � e c DATE: J J O SIGNATURE: o o , Z i .._Ls Gv' sys 4-z) s S "t ciwix Cl3L'N`ry SEPTIC TANK MAINTENANCE AGREEMENT AND OWNE SHIP CERTIFICATION DORM Ow•ner"Buyer St. Joseph Development Corporation Mailing Address 12415 - 55th Street North, Lake Elmo, MN 55042 Property Address ? - 2 A (Verification required from Planning Department for new eoastnuction'�I City/State T own of St. Joseph, WI Parcol jdenlifiica6on Numbcr See Attached Deed LE GAL DESCRIPTION Property Location NE y., sW t /., Sec. 23 , T 30 H_E 20 W, Towm of St.Jos Subdivision Settler's Glen Lot # Certified Survey Map # . Volume . Page # Warranty Deed # 700569 , Volume _, Page # Spec house Cl yeses no Lot lines identifiable 1wJ yes ❑ no SYSTEM MAWMNANCE . Improper use and tnainteuaacc of your septic system could result iu its pr=atamfailure to handle wastes. Proper uainscnancc consi= of pining oat the septic tank every tbne years or sooner, if needed by a licensed ptrm;xr. What you put into the system can affect the fimcdon of flue septic tank as a treatment stage in tine waste disposal system. The property owner agrees to submit to St. Croix Zoning Dcgaemcat s certification faam. signcd by the owner= and by a =zst=piamber, joameym=ptamber, restriciedplumber or a ao=scd pun per verifying that (1) the on -site vvastewatcrdisposal rystcm is is proper operating condition and/or (2) after inspoction and pumping Cif accessary), the tcptie tank is I= than I/3 full of sludge. Uwe, the undersigned bare read the above requirements and agree to maintain the privatc sewage disposal system wit's dic standards set forth, herein, as set by the Department of Counncree and the Department of Natural Rr ources, State of Wisconsin.. Certificltioa stating that your septic system has been maintained must be completed and retained to the St. Croix County Zoning Office within 30 days of the three year expintioa date. / 1 SIGINATURE OF APPLICANT DATE OWNER CERTIPTCATTON I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (P=) the owner{ of the above, by virtue of a warranty deed recorded in Register of Deeds Office. � 1 SI ATtME OF APPLICANT DATE s• «••s Any information that is mis- represented may result in the sanitary permit being revoked by &,c Zoriag Department :.. *• • •` Include with this application: a stamped wtmaty decd from the Register of Deeds office a copy of 6e, certified survey nup if rtference is made in the warranty deed l l '1 2065 P 598 KATHLEEN H. WALSH Document Number TRUSTEE'S DEED ST. CROIXOCo. , W , HENRY J. LENTZ, as Trustee of The Henry J. Lentz Family Revocable RECEIVED FOR RECORD Trust Agreement dated May 24, 2000; and Bernice A. Lentz, wife of 12/02/2002 01 :00P!! Henry J. Lentz, for a valuable consideration conveys without warranty to EXEMPT 1 ST. JOSEPH DEVELOPMENT CORPORATION, a Minnesota corporation, Grantee, the following described real estate in St. Croix REC FEE: 13.00 Count State of Wisconsin: TRANS FEE: 4590.60 tY COPY FEE: CERT COPY FEE: PAGES: 2 See attached addendum. This is homestead property Recording Area Name and Return Address LAND TITLE, INC �. 1900 S' L OAD ME.r Eh;:a� ::., [.IN .55112 F&X t 1p, a I 1 -121 030 - 2032 -50 -000; 030 - 2032 -10 -000; 030 - 2032 -70 -000, 030 - 2033 -20 -000; 030 - 2033 -40- 000;030- 2043 -10 -000 (Parcel Identification Numbers) Bernice A. Lentz, wife of Henry J. Lentz, joins in this conveyance to relinquish any homestead and marital property interests, but does not join in any of the warranties. Dated this day of 2002. "Henry J. Lty , Trust 11 temice A. Lentz AUTHENTICATION ✓ Si ( ACKNOWLEDGMENT gnature(s) 3 2 Gt v� -' r � STATE OF WISCONSIN l"Se t` n �Y A . (�Q �2 ST. CROIX COUNTY .11 Personally came before me this _ day of authen ' led t is day of N 0V } � • 2002, the above named Henry J. Lentz, as Trustee of the t /l Henry J. Lentz Family Revocable Trust, and Bernice A. 4XX Lentz, to me known to be the person(s) who executed the signature foregoing instrument and acknowledge the same. type or print name TITLE: MEMBER STATE BAR OF WISCONSIN signature type or print name (If not, authorized by ' 706.06, Wis. Slats.) Notary Public St. Croix County, WI THIS INSTRUMENT WAS DRAFTED BY My commission is permanent. (If not, state expiration date: ) Robert F. Wall 'Names of persons signing in any capacity should be typed or printed below their signatures. LentzTrusteesOeedStJosephOeve lopment -02 1 2065P 599 Property Description - (Henry J. Lentz Family Trust /Grantor to St. Joseph Development Corporation, Grantee) A PARCEL OF LAND LOCATED IN PART OF THE NWIA OF THE SWIM, PART OF THE NEIA OF THE SWIA, PART OF THE SETA OF THE SWI PART OF THE NW1 /4 OF THE SETA, AND THE SW 1/4 OF THE SE 1/4 ALL IN SECTION 23, AND IN PART OF THE NE 1/4 OF THE NW 1/4 OF SECTION 26, ALL IN T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN; DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 23, THENCE S89 °5928 "E ALONG THE SOUTH LINE OF THE SE 1/4 OF SAID SECTION 23, 1329.95 FEET TO THE EAST LINE OF SAID SWIA OF THE SETA; THENCE N00 °05'53 "W, ALONG LAST SAID EAST LINE AND THE EAST LINE OF THE NW 1/4 OF THE SEl /4, 2662.66 FEET TO THE EAST -WEST QUARTER LINE OF SAID SECTION 23; THENCE S89 °57'49 "W, ALONG SAID EAST -WEST QUARTER LINE, 1103.88 FEET; THENCE S00° 15'03 "E, ALONG THE EAST LINE OF LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 3, PAGE 711, AND THE SOUTHERLY EXTENSION THEREOF 541.62 FEET; THENCE S89 °44'57 "W 349.84 FEET; THENCE N00 °15'03 "W A DISTANCE OF 100.00 FEET TO THE SOUTHWEST CORNER OF SAID LOT 2; THENCE ALONG THE SOUTH LINE OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 4 PAGE 944 S89 0 44'57 "W A DISTANCE OF 699.66 FEET TO THE WEST LINE OF LOT "A" OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 4, PAGE 944, AT ABOVE SAID OFFICE; THENCE N00° 15'03 "W, ALONG LAST SAID WEST LINE, 445.55 FEET TO SAID EAST -WEST QUARTER LINE OF SECTION 23; THENCE S89 °5749 "W, ALONG SAID EAST -WEST QUARTER LINE, 1107.54 FEET; THENCE S00° ] T1 4"E A DISTANCE OF 304.14 FEET; THENCE N89'4 1'28"W A DISTANCE OF 404.95 FEET; THENCE S00 °l7'14 "E A DISTANCE OF 1025.47 FEET TO THE NORTH LINE OF THAT PARCEL DESCRIBED ON DEED RECORDED IN VOLUME 562, PAGE 563; THENCE N89 °05'35 "E ALONG LAST SAID NORTH LINE, 1222.12 FEET TO THE EAST LINE OF SAID PARCEL; THENCE S00 15'40 "E ALONG LAST SAID EAST LINE, 1352.12 FEET; THENCE S02 °52'23 "E, ALONG LAST SAID EAST LINE 1324.16 FEET TO THE SOUTH LINE OF SAID NE1 /4 OF THE NW 1/4 OF SECTION 26; THENCE N89 °55'00 "E, ALONG LAST SAID SOUTH LINE, 66.08 FEET TO THE WEST LINE OF LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 5, PAGE 1352, AT ABOVE SAID OFFICE; THENCE NO2 °52'23 "W, ALONG LAST SAID WEST LINE AND THE WEST LINE OF A PARCEL RECORDED IN VOLUME 623, PAGE 331, 1325.87 FEET; THENCE N00 °1 5'40 "W, ALONG LAST SAID WEST LINE, AND THE W 'EST LINE OF LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 2, PAGE 348, 521.61 FEET TO THE l ORTH LIF OF L A c i T SAID LOT 1; THE ?-ICE S89 °53'49 "E, ALONG LAST SAID NORTH LINE, 894.17 FEET TO THE EAST LINE OF LAST SAID LOT 1; THENCE SO4 °28'32 "E, ALONG LAST SAID EAST LINE, 523.40 FEET TO THE SOUTH LINE OF THE SW1 /4 OF SAID SECTION 23; THENCE S89 °53'32 "E, ALONG LAST SAID SOUTH LINE, 107.05 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 162.778 ACRES, SUBJECT TO RIGHT -OF -WAY FOR S.T.H 35/64 AND C.T.H. "E" AND SUBJECT TO ALL OTHER EASEMENTS, RESTRICTIONS, AND COVENANTS OF RECORD. 1 F k `� ..._— ........m..._w.......: —...:. ..._ «._ W.r.. , V .- -. ..w. N N O O I 2.03' CZ ` � �, S00 '15'40 "E 191.54' S — , - -— WAY 72.03' `" N00"15'40 11 W 191.54' 3 \ \ \ 2 ! 7t.55 \� SOO°i 6 "E 33 33' ;� � ci y: I� I .................. W Li -y \: \ N h \ N W fD r (v� ^ W •N 0 at9l'llJ s MM QQ Ul chi Z �' M aZ� r ¢ Y x� W 5 . I aw W y TA t Or :S' d� iii ;�•w g's lI co Q U) g I \ � ce C33 nom. N, A . CU v W R , 32�� Z►.MW M Z p .J (U = Q LL' (n LL � I J W D C9 Lil W = �. G� W 0 1i t (n � r -� N N N 7 0 0 O 00 g Z (c�j� �C3 L¢ LJ a p� I R LL T- Lij \ U /� ry �c.C1`dtaT