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HomeMy WebLinkAbout022-1050-70-400 0 7 7 r l 0 ? T ) k \ \f f ƒ 7 ID § i / 2 c / z 2 z \« o 3/ 8 f Z « - s § [ 00 [ ƒ \ - . \ { ( ® ® 7 [ go 9 % ] & \ 7' % \ w c '2 c o § . § E 7 f E g § ] \ \ » 2 s z> 2 E E° , a » ® E n \ 2 $ 0 e \ » G L < CD - co z a < 7 4 ) \ § E C is \j J 0 0 0 / . r t z rE £ ■ _ £ k 3 / > ) v o K §() § 0 \/ « Z ^ Z, z I q� & g n > 2 > ] / CL "WA• - ƒ \ $ \ \ 0 [ § k \ ) � \ 2 z « ¢ �a a ; ( / \ § § 4 k CL \ / z k e $ 2 \ m \ ^ \ §\ /± CL \ �. ƒ CD Z e CD \ � /\ ) \) �e 3q ` ; ao \ NJ @ 2 0 \ G $ 2 k n \ 7 .sconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix safety and Building Division INSPECTION REPORT Sanitary Permit No: 514816 0 I 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: Cudd Brothers Construction I Kinnickinnic, Town of 022 - 1050 -70 -400 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: /b ) G') T- 18.28.18.276A40 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER ^ 7 CAPACITY STATION BS HI FS ELEV. 41. Z5 Septic Z� Benchmark Dosing Too Alt. F.'t 4 Aer�tiorr `� � b Bldg. Sewer Holding St /Ht Inlet Z�j goo t q ` 1 TANK SETBACK INFORMATION St /Ht Outlet TANK TO � WELL BLDG. nt to Air Intake ROAD Dt Inlet ` c Septic / . / Dt Bottom 1z3 - 7 _- 7 II,�� SSZ LA ,J , Dosing ! j Header /Man. I Z3 '7S /6 Z — Z ,q i �''�, 3 2 Aeration Dist. Pipe Q L •9�d Holding i Bot. System 1 3,T9 I'M .17 L Final Grade 1, PUMP /S IPHON INFORMATION Manufacturer n Demand St Cover `� 3 . 7 - g � s/ _ v9 w , oar L d1 GPM '/ t%,'1 G� ✓L•� --, * ` ?° DO Model Number ^C '51 L7, `r ! 7 Tg - 5 TDH Lift Friction Loss System Head TDH Ft 3 . J 4 40 5E� 55 Z(0, (Wo Forcemain Length Dia. .• Dist. to Well �J d SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of ench PIT DIMENSIONS No Of Pits Inside Did Ligcid Depth DIMENSIONS /b (06 � SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer INFORMATION CHAMBER OR Type Of, ystem: Z' 1 /6 % ' /5-3 UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold ii r i Distribution / I x Hole Size THole Spacing Veto Air Intake Length ZS Dia /r (O• V,0 Length ' Dia /r Z5 Spacing 3 . 3 3 r5G 31 6& SOIL COV R x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of Ix Seeded /Sodded xx Mulched Bed/Trench Center / Bed /Trench Edges\ Topsoil 1 Z4, es No s No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: 17 • / 11, ZW _ 1 Inspection #2: /�/ 0 % a+vk. O� t I O L-a o �. Location: 369 Vorwald Street River Falls, WI 54022 (SE 1/4 NE 1/4 18 T28N R18W) NA Lot 3 Parcel No: 18.28.18.276A40 1.) Alt BM Description = 2.) Bldg sewer length = n A 6 , 6e,-'L. - amount o f cover = r / ��jGt,, 5 KCB �� cloJe— r 1 t Z_ Plan revision Required? Yes No V q 6Q 3 S Use other side for additional information. D Date Insepcto Signatur Cert. No SBD -6710 (R.3/97) A Safety and Buildings Division County N VI sc onsin 201 W. Washington Ave., P.O. Box 7162 St. Croix Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608)266 -3151 5 $� State Plan I.D. Number Sanitary Permit Application 7 3 � � in accord with Comm 83.21, Wis. Adm. Code, personal information you vide may be used for secondary purposes Privacy Law, sl 5.04(1 m) Project Address (if diffetgrtt than mailing address) I. Application Information -P Pri Vorwald Street r � i � q RECEIVFn Property Owner's Name Parcel # t J Block # Cudd Brothers Construction 022 /OSb .� Property Owner's Mailing Address Property Location / 1645 River Ridge Road ST. CROIX C SE NE 1 C ' Z& yd City, State Zi ING OFFI &oneN her 'h, ' /., Section River Falls, Wl 54022 T 28 N, R 1 8 (circle one) IL Type of Building (check all that apply) ~ / �' `�� S ��' y ' Subdivision Name CSM Number Q I or 2 Family Dwelling - Number of Bedrooms Jo ® Public/Commercial - Describe Use J ❑ state owned - Describe use QCity_ , Inge dl ownship of Klnnicki III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. 0 New System ❑ ys Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of 0 Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. TyK 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 0 Single Pass Sand Filter 0 Constructed Wetland ❑ Pressurized In -Ground 13 Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber 0 Drip Line E3 Gravewess Pipe ❑ Other (explain) V. Dis rsaWi'reatment Area Information: Design Flow ) I Des' Soil A ication Rate(gpdsf) Dispersal Area uired (sf) Dispersal Area sf) System Elevation 600 0. 600 600 1.,( 100.33 ✓ VI. Tank Info Capacity in Total Number Manufacturer Prefab I Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing ^ Tanks Tanks 24 /Ott Septic or Hokfing Tank 1200 1200 1 Wieser x Aerobic Treatmetrt Unit Dosing Chamber 800 800 1 Wieser x VII. Responsibility Statement - I, the undersigned, aasume responsibility for installation of the POWTS shown on the attached plan. Plumber's Name (Print) Plumber's Signatur MP/MPRS Number Business Phone Number Roger Nelson MP 226497 715 - 273 -4444 Plumber's Address (Street, City, State, Zip e) 122 East Summit Avenue Ellsworth, WI 54011 VIII. oun epartment Use On A PProved ❑ usappro Sanitary Permit Fee (includes Groundwater Da Is" Issuing Signature S Surcharge Fee) � O� / 2 7 61 11 ven Reason ial ' A�l VL Conditions of Approval/Reasons for Disapproval a ' p / A/ �b f(--DV- c w SYSTEM OWNER: 3� VJr CCLt. (J t 1. Septic tank, effluent fifter pnd y(/�„' yl gdl CGi dispersal cell must all be services / maintained !( as per management plan provided by plumber. 2. All seback requirements must be maintained as per apple "code / "&=m. �� �` t �tS /tom a — k e , [.tom , Attach complete plans (to the County only) for the paper sot has than 8112 x 11 inches in size SBD -6398 (R. 01/03) 61, ok.es� �,A Vorwald Street Cudd Brothers Construction 1645 River Ridge Road River Falls, Wl 54022 SE 1/4, NE 1/4, S 18, T 28 N, R 18 W Kinnickinnic Township St. Croix County Lot # 3 Scale 1" = 50' Imo W o^ i Wieser 1200/800 tank 50' of 2" force main BM 1 = 100.0' 1/2" I.P. at fence comer on east lot line SM 2 = 102.7' surveyor's 1" I.P. at SE lot comer 07 I c House OUT Garage t in O �O 0 0 c 0 96.4' 97.0' \ \ \\ $3 X 4 1 6 \ O o� North s � r � G B1 \ B2 99.0' 98.5' BM 2 BM 1 East lot line Page 8 of 8 s Safety and Buildings 4003 N KINNEY COULEE RD ` commerce .Wl.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 www.commer/ i scon's i n www.wisco isconsin.gosin.gov Department of Commerce Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary December 04, 2007 CUST ID No. 226497 A77N.• 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 Identification Numbers PLAN APPROVAL EXPIRES: 12/04/2009 Transaction ID No. 1487890 SITE: Site ID No. 732849 Cudd Brothers Construction Please refer to both identification numbers, County Highway SS above, in all correspondence with the agency. Town of Kinnickinnic St Croix County SETA, NEIA, S18, T28N, R18W FOR: Description: Mound / Three Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1163377 Maintenance required; 600 GPD Flow rate; 14 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 101); Biofilter 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 10 1.0 1 (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, C 4 stats. The following conditions shall be met during construction or installation and prior to occupancy or use: i PE RTFMENT d Reminders M - - c o FT 5 . �l • This system is to be constructed and located in accordance with the enclosed approved plans and with the ' E GO W component manuals listed above. • Per manual cited above, 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. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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 POWTS 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. Stat i ROGER D NELSON Page 2 12/4/2007 • Comm 83.22(7) A copy of the approved plans specifications and this letter shall be on -site durin)Z construction and open to inspection by authorized representatives of the Department which may include local inspectors Owner Responsibilities: • Comm 83.52 Responsibilities. 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. Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. 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 Charles L Bratz POWTS Reviewer II, Integrated Services WSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday charies.bratz@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M. V GF� v 3 FO S 204, MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIG' Residential Application /ZD INDEX AND TITLE PAGE / N(a'�+ Project Name: Cudd brothers 4 bedroom Mound system Owner's Name: Cudd brothers ConsbVdon Owner's Address: 1645 River Ridge Road River Pails, WI 54022 Job address: Votwaid Street Legal Description: SE 1/4, NE 1/4, S 18, T 28, N R 18 W Township: Kinnickinnic County: St Croix Subdivision Name: Lot Number: 3 Block Number. Parcel I.D. Number. 022 - 1050 - 70-000 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 `ally Page 6 Management and contingency plan Al FLVw Page 7 Pump curve and specifications J Page 8 Plot Plan COMMIE E i NGS 1 'ONDENC Designer: Roger Nelson License Number. MP 226497 Date: 11/29/07 Phone Number. 715 - 273 -4444 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SD 13-10691 -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 N (o) caWetiom assume a 400.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil beabmnt for fecal 1.50 Peaking Factor (e.g. 1.5 =150 %) coWoRn of <= 36 inches. 600.00 Design Flow (gpd) 6.00 Site Slope (%) 58.50 Contour Line Elevation (ft) 14.00 Depth to Limiting Factor (in) 0. In -situ Soil Application Rate (gpd/fe) Distribution Cell Infornnation 60.00 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/fe) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest nint in the distribution L Y Pressure Diedbution information network? Enter Y or N (c or e) a Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation ft 3 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 3.50 Estimated Orifice Spacing (ft) = 11.76 ft /orifice 2.00 Forcemain Diameter (in) 150.00 Forcemain Length (ft) Does the forcemain drain back? F Y - -� 80.00 Pump Tank Elevation (ft) Enter Y or N ,A 4.55 System Head (ft) x 1.3 24.47 Forcemain Drainback (gal) : j �� 20.00 Vertical Lift (ft) 55.97 5x Void Volume (gal) 2.47 Friction Loss (ft) 80.44 Minimum Dose Volume (gal) 27.02 Total Dynamic Head (ft) 27.46 System Demand (gpm) Lateral Diameter Selection Manftld Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x x 1.00 1.50 x 1.25 x x 2.00 1.50 x L 3.00 2.00 x 3.00 x Gailonslin Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 12 00.001 S eptic Tank Capacity (gal) Total Working Liquid Depth (in) Weiser 800 - 325-8456 1 Manufacturer gal/in (enter result in cell 849) Dose Tank Infornation Effluent Filter Information 800.001 Dose Tank Capacity (gal) JZabel 1- 800 -22 -5742 Filter Manufacturer 22.241 Dose Tank Volume (gal/in) A100 Filter Model Number Weiser Manufacturer Project: Cudd brothers 4 bedroom Mound system Page 2 of 8 Mound Plan View . 1 / 10 8 . . .. observation Pipe J 3Q ' K 5 A W B: } I L Mound Component Dimensions A 10.00 ft E 29.20 in H 1.00 ft K Eaft ft B 60.00 ft F 9.25 in 1 13.55 ft L ft D 22.00 in G 0.50 ft J 7.89 ft w 600.00 (fe) Dispersal Cell Area 1 1413.11 (fl?) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 1 6.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.10 (ft) ----► „ /J, .... H � /JJ,r /rii 2 riiirJi . G F 100.83 (ft) Lateral Dispersal Cel! 100.33 (ft) -- ► Invert Dispersal Celt : = = : ; t Elevation E D 1 1 i J A J 1 98.50 (ft) Contour Elevation 6.0 %Site Slope Geotextile Fabric Cover Shading Key '� _$. �— Dispersal Cell See lateral details on [� Topsoil Cap 1.5 ft Page 4 for number, size, © JJJfr Subsoil Cap a c 5 and spacing of laterals. ASTM C33 Sand Z F laterals are equally Tilled Layer = 0.5 It Typiml Lateral spaced from the Aggregate; , distribution cell's centerline in the 0 - A distribution cell (AxB). Project: Cudd brothers 4 bedroom Mound system Page 3 of 8 Vorwald Street Cudd Brothers Construction 1645 River Ridge Road River Falls, WI 54022 SE 1/4, NE 1/4, S 18, T 28 N, R 18 W Kinnickinnic Township St. Croix County Lot #3 Scale 1" = 50'— Wieser 1200/800 tank 50' of 2" force main BM 1 =100.0' 1/2" I.P. at fence comer on east lot line BM 2 = 102.7' surveyor's 1" I.P. at SE lot comer 0 Well c House Garage t 0 CO n 0 c 0 K Cn Cn 96.4' 97,0' ' Q e \ B3 rO+ � 0�o North � a � G �j Gam' B2 99.Y 98.5' BM 2 BM 1 East lot line Page 8 of 8 End Connection Lateral Layout Diagram Center the later the A & B alsower dimension • =Turn -u P ril ball w two orof eon out dU0 P IN AN laterals are identical IE X —3) Holes drilled on the bottom of the laterai S -V—ft spaced Laterals Gc force main of RVC Sch 40 S (per COMM Table 94.30 -5) Forty main conrwction tria tee or cross to manifold at any point. Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.66 It Lateral Length (P) 58.56 It Orifices per Lateral 17 Lateral Spacing (S) 3.33 ft Orifice Density 11.76 fe /orifice Lateral Flow Rate 9.15 gpm Manifold Length 6.67 ft System Flow Rate 27.46 gpm Manifold Diameter 1.25 in Total Dynamic Head 27.02 ft Forcemain Velocity 2.80 ft/sec Dose Tank Information Locking cower, warning label and locking device and sealed watertight Electrical as per NEC 300 and -� Comm 16.28 WAC Disconnect 4 in. min. Tank component is properly vented X 1E Alternate outlet location Forcemain diameter Weiser 800 - 325 -8456 Manufacturer ` fi 2 in. Ca c" 800.00 Gallons Volume 22.24 galtinch A Weep hole or anti - Dimension Inches Gallons B siphon device A 20.35 452.68 B 2.00 44.48 C off elevation (ft) C 3.62 80.44 80.83 D 1 10.00 222.40 D Total 35.97 800.00 Dose elevation ) 3" Bedding uncTer tank. 1 80.00 Alarm Manuafacuurer IS. J. Electro Syst ems Alarm Model Number 101 HW Pump Manufacturer JGould Pump Model Number I P E51 �— Pump Must Deliver 27.46 gpm at 27.02 It TDH Project: Cudd brothers 4 bedroom Mound system Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Installed by Nelson Plumbi Phone 715- 273 -�W44 POWTS Regulator's Name St. C ro ix C o un t Zoning Phonel 715 - 38611680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Conform >I OE4 cfu /100 mL Service Ffeauencv 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 ears Mound Insp for ponding and seepage once every 3 years 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: Cudd brothers 4 bedroom Mound system Page 5 of 8 Mound System Management Plan Pursuant to Comm 83.54, Mlle. Adm. Code Gamral This system shall be operated in aaxxr"= with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals ISSO- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01181)1 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, scows 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 faikme must be replaced. Exposed scoess openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent aocidental or unauthorized entry into a tank or component. Seotic lank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, State. 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 Mar stwN be assessed at least once every 3 years by inspection. The outlet filter shall 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 oft the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced 9 the alarm is activated continuously. Intermittent filter alarms may Indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum In the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owrw 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 shah be inspected at bast once every 3 years. AN switches, alarms, and pumps shah 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 Primmm" Diatribdhn 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 first penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since sot 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 mukthW 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/t. TSS, 10 mg/L FOG, and 10 duf100 mL for highly trued effluent Influent flow may not excised 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 N is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed 4 should be compared to the initial test when the system was instsNed to determine if orifice dogging has occurred and ff orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shah be checked for effluent pondi►g. Pondig low shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continooncv Plan If the septic tank or any of its components became 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) shah be immediately repaired or replaced with a component of the some or equal performance. If the mound component fads to accept wastewater or begins to discharge wastewater to the ground surface, it wig be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically dogged 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 khcah POWTS regulator and service provider. Project: Cudd brothers 4 bedroom Mound system Page 6 of 8 LbIGOULDS PUMPS Submersible Effluent Pump PE 1M MOTOR O"Am PunOr — C aa anerat: Gerai: • coaosion resistant • Dwliarge; I W WT • %* phase corstrucfion, • Temperalme. IN" (WO • 60 HerR ■ Cast iron body. maximum, Continuous when • 115 wits • Thereapiastiic O"ller and • a" t OWA ""low pro- covet. • Sd ds handtkg:: W ucft with aft, n f)W sleeve and lower maximum sphere. • CIasB iesuladm heavy duty 1*1 bear" APPLICATIONS • Automatic models lode a • 0~ design. OXMI [tion. ( m". • High st inglh carbon Steel • Motor is Pa Specially duWW for the • Manual models available. shag lubricated for extended followingusiec • Pumping range: see PE31 Motor servioe like, Mound Systm performance dAt or Curve. • .33 HP, 3000 RPM to Powered for corrti wms • EfikierlVDosing S ,� P©1 Pu": • 12.0 Maximum amps °P on• • low Pressure Pipe systems • Maidmum caloedgr. 50 GPM • SlWW pole des* a worl limits of the motor. • Basernent Draining • Mardnwrn head: 25' TDH K41 Motor: M Quids dbcon ned power • Heavy DuV sumps PE41 Pt1rop: • .40 HP, 3400 RPM cad, 20' standard lenglh, zg � • PSC d� It" �Y 16 SI Tw with 5- PESt lump: PE51 Motor. I I S Valt groundIng Plug. • Maximum ca Klq : 70 GPM • .50 HP, 34M RPM M CamplM unk is havy dy, • Maximo head: 37' TDH • 9.5 Mmcoum MW Pon" and COmpa[l. Nuns • MC deOp ■ Medw*A seal is carbon. _ cersmk, am and stakdess 33, A31 -So 8 suktlez ad fastefters. 10. ;..... K 4- . j._;. !:. _. ...;._...t. °..' _ :...i 2 iii(!/ L- i- -... �, 2 -. °. ASEWLSTM r$o 25 CO _ _; 1 , « TuNd to UL M and i CSA 222106 Siaridaldt Q � 4mldr�MrtPrk1509001 M/Ilrrtl •r- -« .J. l..i. .y 0 ' 0 0 10 20 30 40 so 60 ` 70 GPM 80 �aQ 0 6 10 is M ' III ✓ �70t S RNII�S _ E November. 2002 M31/41 �1 ! TT Industries J 2 0 8 3 i' 2 8 2 STATE BAR OF WISCONSIN FORM 1 - 1998 WARRANTY DEED Document Number This Deed, made between Frederick G. Lenertz. single AKA Frederick G. Lenertz Sr. Sin le , Grantor, and Cudd Brothers Construction rA AGrantee. Grantor, for a valuable consideration conveys to Grantee the following described real estate in St. Croix County State of 2 5 9 Wisconsin (the "Property"): KATHL OF DEEDS ST. CROIX Co., MI RECEIVED FOR RECORD Recording ApW3/2002 08:55AM >Rial d Return Ad s r ot ns n7'D►(.l. hill -rt IEF� CERT ss PAGES: 1 0a;?- 72550 -70 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Lot 3 of Certifled Survey Map filed in Vol. 16, Page 4423 as Document No. 701623, located in part of the SE '/. of the NE 'Y. in Section 18, T 28N, R 18W, Town of Kinnickinnic, St. Croix County, Wisconsin. 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 16th day of December 2002 (SEAL) (SEAL) V rjd - ericK . L e (SEAL) (SEAL) w AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, • �St. ix uAtx authenticated this day of co 4. Persor%Ily JDbtfne before me this 16th day of JC. december,-11Mthe above named �� U' • ° F . Lenertz AKA Frederick G. Lenertz Sr.. in le gtMQ% own to be the person who executed the TITLE: MEMBER STATE BAR OF WISCONSIN foregoing instrument and acknowl dge the same. (If not, authorized by §706.06, Wis. Slats) THIS INSTRUMENT WAS DRAFTED BY w otary Public tate - of Wisconsin Coldwell Banker Burnet 1301 Coulee Road My commission is permanent. (if not, state expiration date: Hudson, WI 54016 2- 54231 7 ) (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of persons signing in any capacity must be typed or erinted below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 — 1998 Milwaukee, Wis. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer CC' n S 7' C I f C' Mailing Address / Awe, kdve V , c.)2,- F4- Us t Property Address 361 VM w kw -5 (Verification required from Planning & Zoning Department for new construction.) City /State Parcel Identification Number Z Z ' 1054 - 70 o o U LEGAL DESCRIPTION Property Location' /4 , rZ '/4 , Sec. /, T FN R/5? W, Town of (i AW�d 1e, ,1.v1 c_ Subdivision , Lott ## Certified Survey Map # 7 0 � 6 Z � , Volume & Page # Warranty Deed # — 16 X 7 2 S , Volume S, ,Page # Spec house yes ID Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms (DotxeA �� S'I GNATUP 4 OF PLICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) ReTPr:5 �W ArAoie T 'Msconsin Crparlmenl of Commerce l SOIL EVALUATION REPORT ivislon of Safely and Httildings Page of In acrordance with Comm A Wig, Adm. Code Attach cornpiele s[le plan oil parer viol less Than 0 1 /1. x 11 Inches h+ t, County s T C� Po /• hrdrtrie, bul viol limlled lo: vertical and horizrnrhl refere nob,t min �n rrnrsl percent stope,'cate O dlmm"lons, north ar►o ; mr , and Parcel l.D. d).12. EIVE� ,� n aresl roa++ 1'IeASe nrinf All If rornraflorl. Itt3vlewn` hgrsnnnl Inrn-Irill n yntr provide may be usr d for Sr, and Fry c a 1. t5. 1 m � t'rnperi Owner ?q zP / Prop rfy �ocall T� ST. CROIX COUNT Gov1.�Lo1 56 1/A �` 1/� S �a t �-O N a �� Properly Owner's Malting llddress OFFICE S (0►) W 22- � ! 1�'S fOG/C� �J�GLi/t �, y . �e nlo�a SO NG-or CSM# (fly — n -- lal�' a — Zlp Cow — Prone um er / to M ST P ��"V M N ss07s �D CJ City U Village own Nearest Road rl KNew Construction t)se; (� Resldenllal / Number of bedrooms (� Code derived derived design Row rate L� public or commercial - Describe: Gpt) _ r 3e.11m cn,o Flood Plalrr elevation 11 npplicahle N renec coments P .�/L �MM. �5.3 and r L?•J Ca, I;fj) S rr-- 7'e''S rev' U goring !f � Boring i/ hit Ground surface elev. 0. Depth to Rrrrliing factor I lrniton Ueplh Uondnani Coto► ftedox Desr riplion texture Structure Consistence Boundary oots Sop cello" Rate �• Munsen ry 01"011' Qu. Sz. Cunt. Color Gr. Sz. Sh. •E►tMl TIM2 z 6-1y �qey 51t. f hK nM cw Z . 5 • �' 3 �d R l � SG /f Sh,< /,,,,F/e cs ' 7 i Eioring ll 1 l goring g • 9 / 111 '�� 111 [ hll Ground slttface elev. _ R• Depth Io nmiling factor hr. I Irnlzan beplh Uonrinanl color on SON /1p ncalltm Rate Redox Desdiplt Texture Struclum Consistence Boundary Roofs GPM? In. Munsen Qu. Sz. Cont. Color Gr. Sz. Sh. 'EM •EIfN2 I d • g /oyR 3/3 L z shoe �w,,F� w 'F .5 . S /6 • �.s y2 rs SC/- /�GSh,� /rv►'f . Z , Efnuenl !11 = uI bpU� > 30 < 220 rrrg/� and TSS >30 < 150 mg • Effluent ff2 = BOb < 30 m and TSS < 30 �/� CSS Name (i'tease print) • _ I'� • /_ n / G i 7•— Signature CST Number address � / 22-437 S Dale Evaluallon Conducted Telephone — Number Ulbricht &Associates s r P 1 r 0 2— 7/ S • 3S� • PIP S rivate ew .. 655 O'Neil Fed. Hudson, Wis. S4016 + ORIGINAL 1 7 hrtrnerly C)wr,pr Z 3 Parcel ID N Page of (luring N u [luring � SS r►ottntl surlacp pipv. _- - ". Depth In "miling factor V �, I hnizrnt Ueplh bon,inanl Colo► npdox Upacrlplk,n lexlure Slruciure Consistence Bounds noola 50" l�pp"celion n81e In. Munse" hr GPU/11' tatr. Sz. Coal. Color Gr. Sz. Sh• 'EIfNI 'MINI l D• 8 /0 3 3 AA S . 3 • l / �y 5 11- 1 �►l�iP C�J / . S -FI _ fm 0 T 5 Set / )CS! IC tiering N Ll goring D 7 Id S. S. S hll (iror►nd surface elev. 17• -- p Depth to "frilling factor In I ltttltnn beplit 1)(ittdrt anj Colon t2pdox Upsc►I Ilon Wi? AP p lexhfre SlrticImp Consistence 13mmdary nools M• Muns Ou. Sz. Cont. Color Gr. Sz. Sh. /O VR3/3 -- ?�F Q nF •� /10y/ y sic. awl � e' 4.) -- /a S -F'i f rto TS /GL S • �' /f'sh �[ z • 3 7•s Yn Y/4 f ( gnrMq N U gnrinq l Cl ru Gror►nd surface elev. _ R. Depth to Omiling factor in, l loriznn [7nhlh fk,rr,lnanl Color Rrdox Dr?3Cri llnh So" ApplicatlOn 8818 p Yexlure 5iruclure Consistence Boundary nool� GI'11lI1' In. Munsell Ov. Sz. Cont. Color Gr. Sz. Sh. - -- •I:ffN1 •trgpZ I • Effluent N1 - BUU� > 30 < 220 mg/[_ and 1SS >30 < 150 mglL EI"Uenl 02 _ BOO, < 30 MOIL end ZSS < 30 m9K- r Ifc 1)epatlmenl of ('tnnnferce is an cheat oppmfimily service provider Ind empinyer. If you need assislnnce need ma n terial ii, a blternale rormat, Please coMacl th to access services or e department at 608 -266 -3151 or'ITY 608 2to access Sph.R1]fl (R fCRN1) , 1 I ,\ r ►'rt>hr ly Owno► Z r ' -- Parcel ID N Page of �� (frnfng N u Itoring fj s ss . hll ground surface ele.v. _.__.__.._ n• Depth to Mmlting factor V M. son ncanon Rate l l( it? Ueplh bo►ntnant Color Rednx Uesc►ipllon Texture SI►trclure Crxtsi9lence Boundary Roots GF'U/11' ln. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh, •EI1N1 11511#2 z -- l �_ o• 8 io L z•fsbx w , - . s /oI /R •� 3 1 - z�Sh ,mot w a F s•$ 3 ' � 21 s/L z,w J - 1 f M or EGG /�5�� .wl Z err° flaring N Boring 1 7.o7 gal hlf (�►rnmd sttrinrn Mev. _ ry, Depth to Wrilling lector --- --T—� • _- - Sol Ap nr,�lldn s e tlorl>!Oft Ueplh Oefttinstnl Foot ))t t)esr,►Ipnon Texture Stroctufe' Conslslence Boundary Roots GPU /II' �• Munsen Ou. Sz. Cont. Color G►. Sz. Sh. 'EttNl 'Ei1N2 • y /o VR L � X 'V -F/ G 31- Z - ' /o y� t 2, fs,6k cs S f , s �o Y/ y 5/1- r s 7•sY1? y/4 l pnrhrg N U floring --1 Ll hu Grormd surf rr a etev. ry Depth to Omllln In _ g factor Noriz�n b�pih OnmInanl Color Rr+.dox UescrlpNonTexture Structure Consistence Boundary Roots Soil Application Rate In. Mansell qv. Sz. Cont. Color Gr. Sz. Sh. '�IfNI 'EIIN2 f Entvenl N 1 - bUU� > 30 < 220 mg/L and TSS >30 < 150 trrglL • Effluent N2 = BOO, < 30 mglL end TSS < 30 nVti ► 'I he hepa►f►nent (It C'rnnrnetce is an equal nppotlmtily service provider qnd employer. If yoo need assistance l0 access services of need tnaleria) ill an Olternate formal, please contact the department at 008 -200 -3151 or'ITY 609-264-8777. O o 4 Z Nrr P , W P o a.. O y d N db O vj c D \Qj b 701623 4 R FEB Z 4 M VOL 16 PAGE 4423 KATHLEEN H. WALSH THIS INSTRV ME4TDRAFTED BY: WILLIAM KANE REGISTER OF DEEDS p I JOB -.f+1 DATE: 08/27/2002 ST' CROIX CO­ , VI 0 II REVISED: 09/19/2002 RECEIVED FOR RECORD \ `� 12/10/2002 11300AN rp I �� z z �z o ^ m �����_�� �Qr�i� m ��i ° 7 072 rn 000 . O v Ov �� z - 0 101 z D N x N �_ z D D O m WEST LINE OF THE 1 1 r> y Z N 0 c o c m Z Z SE1A OF THE NEi /4 D 1 m 0 c' m � o p zZ 00 � — 424.88'— .wyy 0 �O z z m c g z a M -- S00" '43 "E 497.59' i -- O� z x M 00 — Z_ z � 'o o 0 0 n 2 .00' 22 .$8' i °' S A M � Z 'n m oo �0 A I . 72.71 83 : : 5 - 0 � m m 0 0 v �- I O 1 —1 -n m cz o? I ? 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CROIX COUNTY N N N N D r -< no P BEARINGS ARE REFERENCED TO THE Plannino 7nninn and arks Committee iv v (A c) r � Z 00 EAST LINE OF THE NE1 /4 OF SECTION N j' m m n �' N ` i 18, ASSUMED TO BEAR S00'39'24 "E UEC 1 0 2002 Z) c D N �p p It no[ IOWWWu wiLu +u Ju aays of 0 N o Q SHEET 1 Tpva II'�at p�pfp� be N W O `Aulhoh� ' '' Vol. Page 4423 cohsin Departmenl f Co 11QS mmerce W e ilvislon of safely t}nd Buod'ings SOIL EVALUATION REP page / of -3 In accordance will, Comm 85, Wis. Adm. Code Allach complete site plan on paper riot less than 8 112 x 11 Inches in size. Plan must County .5;r. G�pa�'1C Include, but riot limited to vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north snow, and location and distance to nearest road. Parcel I.D. p 2 •Z • A0 Y4 '7a - dV > Please print all Info►mallon. .. Rev a Date Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Properly Location �iPLc1' LEN Govt. Lot .59 114 �� 1/4 s18 ,T2 $ N . R l8 E ( o r ) W Property Owner's Mailing Address Lo Block # Su d. Name or CSM>X � E:vniv Lily Stale Zip Code Phone Number 57 �g (�L /�N SSA /D El City ❑ Village O Town Nearest Road 75 t 715 3 86 -S42/4 K 1XWic, &i vv/ c /w y ss New Construction Use: P0 Residential /Number of bedrooms Code derived design now rate I — GPI) ❑ Replacement ❑ Public or commercial - Describe: rarenl material A0 :9 Obey ,VfA1 7 / &� Flood Plain elevatlon if applicable General comments ft. n • and recommendations: P4ER C ^ 0/ 14. 9 - 5 3 O �21 Ca C � J $ i j�"ep z 2 f y� �v�E 1�� /N- Sf�f! /�9-T/%v % �' /�lovvv s1�S'T�'`•1 2 fs1,c�G- ,9-OD1 Tj OAA+ Z— < z 'Boring 0 ❑Boring f/ f e 111 /// III Pit Ground surface elev. 77 �• fl. Depth to limiting factor In. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rools Soil Ap plication GPD/n Rale In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EM '1211#2 o -� iDyR Z zfhK G • /o /o yrP L / r�she 3 0•/ io s�� z s k s� cs i� . s . � P Ma i S CL l fshi� .w1 v�' z • 3 s•y Borin ff ❑ Boring n l_J Pit Ground surface elev. / / y H. Depth to limiting factor �" in, Horizon Soli licallon Rate on Depth Dominant Color Redox Descri lion T APp P exture Structure Consistence Bounds Roots , �' GPI)/ft • In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *0141 •EffN2 ©•s /D Yl ,3 L z.t« sl,,/ CS z . s . 8 i .5- // /o L S C /f S l • b io .2 T • L3 /o /R 5" s , Sid 2fshk �V1 '� GS — S S �ioTS CL /. Jr �+ vii' ,Z 3 Effluent Of = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent !/2 =BOD < 30 mg/L and TSS < 30 mg/L CST Name( lease Print) _ Signature _ O 46-le l -- ��b e // CST Number Address /� `! 2 2- - 7 S Dale Evaluation Conducted Telephone Number 3 vt, 17� � i3,,,,t 7�S• 39w•S Ulbricht 8 Associates Private Sewage Consultants 855 O'Neil Rd. Hudson, Wis. 54018 For issuance of pemlits and designing Contact: Ubricht & Associates Registered private wastewater consultant and pltunbers 655 O'Neil Road Hudson, WI 54016 715.386.8185 or 715. 772 -3442 0 R1 G� z-a r G�NE/PTZ aro Property Owner O SO • 7O ' 3 parcel lb ff Page of Boring p Boring �b • / 'Z ' / 5'.515, Pit Ground surface elev. ft. Depth to limiting factor ` 7 in. { lorizon Deplh Dominant Color Redox Description Texture Structure Consistence Boundary, Roots Sop A pplication Rate r In. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. •Eft #t TIM Z y •% � /o YR 3 L /�sti �ls �oY�si !s �° s�� z�sh • _ . 8 S • D /D n oT"S L v{i . Z .3 Boring # r�-1 Bortng .. . . u Pit Ground surfece MO., _ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO /f11 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EffN2 r Boring 0 Boring ❑ pit Ground surface elev. ft. Depth to limiting factor In. Soil Applicalion Rate ;` Horizon Depth bominant Color Redox bescriptlon Texture Structure Consistence Boundary Roots GPD /111 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Effffl 'EfIN2 Effluent d!1 = BOb > 30 < 220 mg1L and TSS >30 < 150 mg/L • Effluent #2!!! BOD < 30 mg1L and TSS < 30 nVAL r The Uepattment 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'ITY 608 -264 -8777. I q \ r z i� bo o m y kA � O ' O -b 0 �vs Wt5T NO S t N Q 1 C N -4- 1 - - T_ 07102/2002 14:13 7153614232 NIELSEN PAGE 02 ' THIS WMjj%tMT CRAFTED Or, °ALLIAV ,I AN[ JOB N0, 3000 -01 CA10 01/01/!002 O0 1 l tA , y 33114 0R THE NE t/4 #� x 4 ; -f@ :III- m T fill , �p r2.'N m l� y� � j � , I� I IA ,IJ q� G 3 W C I � M, I T x\ � I it r t .r --e ,f°T UNB O F t Tli& NBM 8 11,4 W 4 ..�� I � ff - -iOC'9�4"R 2322.6k -- � p } tA SCAR NO3 AK If£R«D TO THE EaT Lm Of THE N£1/4 Of $EC110N 1% ASSUMED M OCAR SOM'241 Vi ° SHEET 1 OF 3 SHEETS � it f _ - , \ �� _ � � E' �. . ,: L� � �� � . r