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HomeMy WebLinkAbout042-1004-50-300 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420644 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: Granber , Joe Warren Township 042- 1004 -50 -300 CST BM Elev: Insp. BM Elev: BM Description: 00 /d D 9 - a � TANK INFORMATION ELEVATION DAT TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic .j_�� Benchmark/ 4 t g / 3 �(J. 3 ' 0 V 2 V Dosing / Alt. BM *- 4,Z3 W /6 Aeration B ldg. Sew er � -S /o z-1'5 Holding t Inlet X01 11 -10 TANK SETBACK INFORMATION St/Ht Outlet TANK TO —2 L 01EI L BLDG. Vent to Air Intake ROAD Dt Inlet Septic ' 135' Dt B ott om lad Dosing 7 Hea�rLMan. JI Z /O1•,J Aeration Dist. Pipes Holding BotfSystem 4-• PUMP /SIPHON INFORMATION Final Grade (� ` S lO/ Manufacturer Demand Stgover GPM C�KAti• - �lu"C /O� Z Model Number � t / V Y C� 4 • O S• S �� �'` / O TDH Lift Friction Loss Sys te ead..i TDH Ft Forcemain Lent Dia. I/ Dist. to l�Vel�� o< J SOIL ABSORPTION SYSTEM BED/TRENCH Width / Length / No. , Of Ten hp es F PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM L CHI Manufacturer: INFORMATION CHA OR Type f ystem: /� � � / N Model Number: DISTRIBUTION SYSTEM Q 2� D-Q. a ( Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Int e ,l / b Pipe(s) (�/ �� p / �� / Length Dia � Length � Dia Spacing Y� SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil g p [ Yes No [] Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection # .(� ?9/11/ 0-3 In pection #2:/1 O Rd E Roberts WI 54023 NE 1/4 NW 1/4 3 T29N R18W NA Lot 3 ` V Parcel No: 03.29.18.37 Location: Ct Y ( ) O� 1.) Alt BM Description = '5'T' cz VEP_ 2.) Bldg sewer length= -7 0 / -)vCu � - amount of cover = > 5_ / 3.) Contour= Iva U I/— I Plan revision Required ?, Yes V No —� Use other side for additional information. LP_iY_L0/nat - 6710 (R.3/97) Date Insepctor's Cert. No. Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 '5T. CU O( � Vhsconsjn Madison, WI 53707 - 7162 Site Address Department of Commerce 1235 C . QS . E Sanitary Permit Application Sanitary zo 4 In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ Check if Revision may be used for secondary purposes Pri c I. Application Information - Please Print All Inform tion tau Plan I.D. Number Property Owner's Name l Number , i aree � ! 0 7 2003 . 6C �' 1 elz — vv r 5 3 . 3 - 4 - 3 Property Owner's Mailing Address f ST CROIX COUNTY Property Location ZONING OFFICE �i' . 'k /V 1dlik; S 3 T z�l N, R Q City, State Zip Code Phone Number Lot Number Block Number Sobdiyisi CSM Number IVY �.� �nlu -w �� ar C�. H IP. �( -7-OG S H. Type of Building (check all that apply) ❑City e& 1 or 2 Family Dwelling - Number of Bedrooms . n5 . ❑Village ❑ Public /Commerpal - Describe Use I RTownship WQ V ire h Q.* I �' O Nearest Road El State Owned 0 X ] Y p� , Mo•I.I.Y�CY A C (� ` , y T c� "D�ta � M. 'Type of Permit: (Check only one box on line A (numbering scheme for internal) use). Complete line if applicable) A. 1 j 2 ❑ ment Replace System 3 ❑Replacement of 6 ❑Addition to For County use S Stem Tank Onl Existing S stem B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply) (numbering scheme is for internal use) --K _ ' 44 ❑ Non - Pressurized In- Ground 2y ound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Dispersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required & Proposed Rate(Gals. /Days /Sq.Ft.) (Min.JInch) Elevation i VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Cpl r 4,&L• C r P, Dosing Chamber VII. Responsibility Statement- 1, the undersigned, assum responsibility for installation of the POVJTS shown on the attached plans. Pltmmbe 's Name (Print) --� Phunbe r' Signature MP/ Nsn, ber Business Phone Number 7/5 --7`?Z Plumber's Address (Street, City, State, Zip Code) VIII. County /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing A ent Signature (No Stamps) ( ` Surcharge Fee) ❑ Owner Given Initial Adverse. 0/— C,2 O 3 ` Determination ]X. Conditions of ApprovaUReasons for Disapproval '�- /�- S� t'�-• � .. / +�.� -nom �. vv�ot�►��o� `,�, I .1 V1IlGl�e t S C- g Q� p`qA aTDn S S o� d�fn Attach complete plans (to the County only) for the rystem on paper not lessWhan 81/2 z 11 In6es in size SBD -6398 (R. 05101) o S O t - l •o li r ' y—� -100 N 1Z- t�lw -3- tct_ �� `�. 06 r itdp �O t �ka 2 � as. � I ~� r. v • 5 ��Q 1{1 y -D .uc ���� -1. * �. N c� g1VSQ`►Lat�c 4 • btu y �"' � ` o W �w [ �►O . a7 _ w �nia.�, �- -- _.'_ S w...: � e -� C} 2 • _ _ - I e4— j Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 Nvisconsin www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary January 03, 200' ID No.226524 ATTN. POWTS Inspector ROGER L TIMM ZONING OFFICE TIMM EXCAVATING ST CROIX COUNTY SPIA 3128 20TH AVE 1 101 CARMICHAEL RD WILSON WI 54027 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/03/2005 Identification Numbers Transaction ID No. 825145 SITE: Site ID No. 654640 Joe Granberg Residence Please refer to both identification numbers, County Hwy E above, in all correspondence with the agency. Town of Warren, 54023 St Croix County NEIA NW 1/4, S3, T29N, R18W Lot: 3, Subdivision: Stout CSM FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 886934 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 101.0)(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: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01/01). • 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. • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Cana • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption MPF area. chs. NR 811 & 812c DEPARTMEN • 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. SEE CORRI • 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. Stat • 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. ROGER L TIMM Page 2 1/3/03 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring n� 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 /instal lation /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 S 175.00 Balance Due S 0.00 Charles L Bratz POWTS Reviewer 11 , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @commerce. state. wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 Henry F Grote , Certified Soil Testing Joe Granberg - Mound Transaction # Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD - 10691 -P (01 /01) Pressure Distribution, SBD- 10706 -P (O1 /O1) Location: Lot 3, Stout CSM NE 1/4, NW 1/4, Sec. 3, T 29 N, R 18 W Town: Warren County: St. Croix Date: December 26, 2002 Owner: Joe Granberg Address: 1239 CTHW E New Richmond, WI 54017 Plumber: Roger Timm r Signature: License # MP S 226524 Attachments: 6748 -Plan Approval Application SBD -8330 page 1: cover RECEIVED 2: design criteria & calculations 3: plot plan DEC 2 7 2002 �on 4: system cross section ) 5: plan view, lateral detail SAFETY & BCDGS DIV. ` VED 6: pump tank exit detail . OF 7: pump curve fly E 8: system management ,�-- SF ' 4 NpFJyC� page 1 of 8 Design Criteria \ Y ZI Residential Wastewater Contaminant Load: 30 mg /L < BOD < 220 mg /L Anticipated septic tank effluent 30 mg /L < TSS < 150mg /L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg /L Bedrooms x 100 gal /bedroom/day x 1.5 �' "•° gallons /day hydraulic load Design Calculations In situ designed loading rate gallons /sq. ft. per day Depth to estimated high ground water 3 in. Depth to bedrock ' 4t in. H Cross slope at system ('} % Force main length kv- ft. of Z in. Manifold /header length 4- ft. of z in. Drain -back 3 .1 gallons Lateral length 4• @ 34•< ft. of 1 `tL in. Lateral elevation Ot• ° ft. @ bottom of lateral 3 Lateral hole size /ti6 in. @ in. ( ° ft.) Spacing 3 holes /lateral S Z holes total Lateral volume 3 • g gallons Total lateral discharge rate 3 �'; Z gallons /minute @ �'� ft. head Network pressure compensation losses �• }�� ft. Elevation difference l.•x.< ft. Friction loss ft. @ 3S gallons /minute Total dynamic head ft. Pump /sips on 46 gpm @ ft. of head Manufacturer ° `�` �� Model # L` �° ° 4' Dose volume - 44 •k� gallons Lift /sipkontank % gallons Septic tank gallons Effluent filter �b•Q �'O Measurement pump on and off 4 •b in. Height alarm from tank bottom 2 . b in. Reserve capacity s 44 gallons specs,calcs.res Page Z of • � �"' t om\ (: � 1 7 �. V Off. `T�ar►�OQ.�. _� �o-t � l.o'Y �� �'?Ow.� �1K 0 1 - 1 eol� - y'b.1o�, N1'- lbw- Z IL I Gt'1iw L=, f Las �� ►� 4a 1 b ( 4-o �o w ro - �4-� ` u Lso 21IISQ.�Fba�.e..�cc��,w C \ 02.1 _ 3 i S z ��.�, c �o s s S .. �. �.: o� i �. , � ,. ., �, � YOe.\�C� �i•d4 0.��Y! L�l. ��1 gi Zvi Ct9 ��3 ao.a , � \ t9 \ . O / \ ,� C� 1 ¢X�.v. � I ��1 +o t�� 1 l qua , S / ( �.tir.w \ '�' . rp,S � � �.gj � w..�, � b s��co.1 1 "�� � �� z�.b' 1, 0��.: �P OC� �Oii� 0.y kvh,0 -mil \0 � d. i �, i 4- r • '� is T S 1 y � � T z ' O �?•0 1 Z •b 1 w tt' i �i• ��•O 4.3 a �tb•b' 1 � ` re C.1� b Q', 4� �- a� �p a.� n V i o b S �r v� �; o i� �.► al l � '4-n b e� i o .-, c� i `r o c. K b �-I�: J l T T' A. %, 5 � 3 01 Ito` SoD V t,t 3 ! I (� � o� � S o .-. 1 �-�- Q.,. � \ c�..... a-h � o � c .,., � ; .. ,.- � � L • o a ,,,,, 3 , o' lJ , MniN 4 CAI WEATHERPROOF LiDCICING +COVER .TUNCTIQN mac IvA�N .t ABED( . cav�cK co4uicT --1 4" P � c. s ��, • T Ito PION 3, �p NoISTuR6E0 \ Sol L_ 2 4u T. D. I vEtlT K4xuoLE i • �T��`•wcco = — — Qi�ROVfiD A 34,�r NO:r �., r V 61(ET 32)NrJ Sal, BAFFLE 3' OWTO .L. G d . 2 . AL _ s tYc�asTlxB. )►tN E LT I O Fib �'� � w�o..cX. 1 1 - � U-Q ON G � UntO � I C �F� 8�oc•C 9,x.0 z SEPTIC f SPEGIFI'CATIOIJ$ DOSE TAUOcS MAWUFACTU0.CR: IJUMBER OF DOSES: PER DAB TAWK SIZE : \% Y - ID .. GALLOWS DOSE VOLUME F��a.� INCLUDING 0ACKFL0W: } 4.�� ,ALARM MNJUFACTURCR: ^L�OrJS hODCL WUMDCR: 101 • CAPACITIES A= 14 .4 IUCHCS OR 5S4'S CA LLOUS vrW�.r..,v w`� 1L 6wITCH Tyvc: ._,._..,�.. g= Z I>JCHcs o«Y Z CAL c.,s PUMP MAUUFACTURCR: ° v � 1 < C � Q.l, Wcr,ES OR MODEL QUMOER: c^r O D� � INCHES OR �tb•� 3 A,.�0�,15 SWITCH TIPE: n• IJOTC: PUMP A►JD ALARM ARE TO DL MIWIP'IUP1 DISCHARGE RATE 3 ...G PIA INSTALLED OIJ 5EPARATE CIRCLITS VERTICAL DIFFERCIJCE OCTWCCIJ PUMP OFF AIJO DISTRIbUTIOW PIPE.. �� FEET + Mi1JIP -1UM ►JCTWORK SUPPLY PKELSURE . . , . , . . . . _ . Z FLCT X T,/ i + FEET OF FORCC MAIIJ 2 _ � % F / x•35 3S 1001[FRICTIDW FACTOR - FEET � ._.� V�,•, '— TOTAL OtiWAMIC HEAD s �` FEET U WTER►JAL DIMLW610�JG OF TAIJK. L.E1JCsTH ,`� 4 - Q �_;WIDTN � 9 ;LIQUID QE PT H RGOULDS PUMPS Submersible :.:::...... Effluent Pump EPO4 3871 EP05 APPLICATIONS • Fully submerged in high ■ EPOS Impeller: Thermoplas- ■ Bearings: Upper and lower Specifically designed for the grade turbine oil for tic enclosed design for heavy duty ball bearing lubrication and efficient improved performance, construction. following uses: • Effluent systems heat transfer. ■ Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms manual Auto- operation. superior strength and corrosion p • Heavy duty sump matic models include resistance. 0. Canadian Standards Association • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "F" or "C ".) factory. strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic Goulds Pumps is ISO 9001 Registered. FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. 3 /4" maximum, ■ EPO4 Impeller: Thermoplas- n Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1 NPT, seal protection. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA -N elastomers. • Temperature: 104 °F (40°C) continuous o METERS FEET 140 (60°C) intermittent. • Fasteners: 300 series 10 I + stainless steel. 9 30 _...____...__ f—sGPM • Capable of running dry without damage to $ 2.5 FT components, 25 _.. .. _ .._. 7 Motor: I • EPO4 Single phase: 0.4 HP, u s 20 ...... ....... ........... _t 115 or 230 V, 60 Hz, 1550 s RPM, built in overload with f ___ _ ... automatic reset. ° a is • EP05 Single phase: 0,5 HP, o EPos 115 V, 60 Hz, 1550 RPM, '' 3 10 ... built in overload with EPOa .._.. _ automatic reset. z • Power cord: 10 foot s - standard length, 16/3 1 SJTOW with three prong grounding plug. Optional 20 ° °o _ 10 _ zo 3o no 50 _ GPM foot length, n 3 SJTW with g ! 16 three prong grounding plug (standard on EP05). ° z a 6 a 10 12 ml/n CAPACITY Goulds Pumps A- ITT Industries �� g © 2000 Goulds Pumps Effective February, 2000 w 63871 w ' ,c �.Y 6 System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Roger Timm, 715- 772 -3214, or the St, Cron County Zoning Office, 715- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. I . If the septic tank is installed prior to sheet -rock and /or painting, um the septic tank before normal use begins to ensure adherence P P P g> P P P g to contaminant load design criteria. 2 Install water - saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. -1. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. S. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 1 1. If construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance I . The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell_ Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5 . If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompam their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. S. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area. 11. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitorim- may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and /or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 I f , ORIGINAL 1680 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing I County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 042- 1004 -50 -300 p rint rint all information. I Z e ewed By Date f Personal information you provide may be u aw s. 1 04 1 (m)). f LI, Property Owner operty Location Granberg, Joe G vt. Lot NE 1/4 NW 1/4 S 3 T 29 NR 18 W Property Owner's Mailing Address DEC 2 3 ZUUZ L t # Block # Subd. Name or CSM# 1239 CTHW E 3 Stout CSM City State Zi CodeRhGi ICE City Village Town Nearest Road New Richmond WI 5 O Z Warren CTHW E V New Construction Use: 16 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install 6' x 76' rock cell mound on 100.0 contour as upslope edge of rock w/ 0.5' sand fill for 3 br (8' x 78' for 4 br) a Boring # Boring e Pit Ground Surface elev. 99.0 ft. Depth to limiting factor 41 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10YR 3/2 - sil 2 f sbk mvfr gs 1f /m .5 8 2 j 8 -13 10YR 3/2 - sil 2 f -m sbk mvfr cs 1m .5 .8 3 13 -26 10YR 414 - sil 3 f sbk mvfr cs if .5 .8 4 26 -38 7.5YR 4/4 - sl 1 m sbk mvfr cs if .4 .6 5 j 38 -41 10YR 4/4 - Is 0 sg ml cs if .7 1.2 6 �� 41 -66 10YR 8/1 - s 0 m mfi - 0 0 horizon 6 is weakly cemented, generally resistant to penetration, effective BR 2 Boring # Boring l Pit Ground Surface elev. 1021 ft. Depth to limiting factor 32-- 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 -8 10YR 3/2 - sil 2 f sbk mvfr gs 1 f/m 5 .8 2 8-23 10YR 4/4 - sit 3 f sbk mvfr cs 1 m .5 .8 3 23 -32 7.5YR 4/4 - sl 1 m sbk mvfr cs if .4 .6 4 32 -56 7.5YR 4/4 f2f 7.5YR 5/3 sl Om mvfr - - 3 .5 horizon 4 has inclusion 5YR 4/4 scl @ 35 -46" plus occasional cob & st ' Effluent #1 = B00 30 < 220 mg /L and T S >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mgt CST Name (Please Print) ig ature: CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 12/13/2002 715- 233 -0398 Property owner Granberg, Joe Parcel ID # 042 - 1004 - 50-300 Page 2 of, 3 F3� Boring # -j Boring VI Pit Ground Surface elev. lOQ.O ft. Depth to limiting factor 37 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence 8 undary Roots GEDIT in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -12 10YR 3/2 - sil 2 f sbk mvfr cs 1f /m .5 .8 2 12 -15 10YR 4/3 - sil 2 m sbk mvfr cs IM .5 .8 3 15 -20 10YR 4/4 - sil 2 m sbk mvfr gs 1M .5 .8 4 20 -33 7.5YR 4/4 - sl 1 m sbk mvfr cs if .4 .6 5 33 -37 10YR 4/4 - Is 0 sg ml gs .7 1.2 6 1 37 -53 10YR 8/1 f2d 7.5YR 4/6 s 0 sg ml - .7 1.2 F-1 Boring # _j Boring ft. Depth to limiting factor in. 1 _j Pit Ground Surface elev. g Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD S in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I I - -- I i i 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 QPQ I _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i I � I I -- i i I I I i ' Effluent #1 = BOD 30 < 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. SBD -8330 (R.07 /00) Certified Soil Testing V Oe. t.TMIL.v►�QJIr ..��10 S �JQr1 �D STOKT CA 1-% o Z.- ► aol�,_ �5 -- �.Son I Nk _3- Zit- �� w tv Al ke Ilk C- s c st. �t z�.t.� ra \3 .c-t�0� -L 4 by v S � a lc, ct.' I ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer �� f Mailing Address 3Q1 Property Address _ Z 3 �✓ G� /� / (Verification required from Planning Department for new construction) City /State $ew i "J2a'02 tj,. parcel Identification Number _ a 3� LEGAL DESCRIPTION Property Location At j= / <, I�AfY ' /<, Sec. _ , T Zq N -R W, Town of Oo preq Subdivision Lot # 3 Certified Survey Map # / � �o Volume e/ Page # 64 Z7> �, f g Warranty Deed # 70052- Volume ;Za (oY , Page # / 41eq Spec house ❑ yes '3?�,no Lot lines identifiable a yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. &�� AAL I / '? /() SIG ATURE OF APPLICANT DATE OWNER CERTIFICATION ' I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. &�� &�� / / `7 1 U� SIG14ATURE OF APPLICANT DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** '• Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Wisconsin Department of Commerce SOIL AND.SITE EVALUATION 1 visionQf Safety and Buildings Page of u'reau of Integrated Sprvices. in accordance• vliith Comm•83.09, Vas. Adm. Code t Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point �BM), direction and percent slope, scale or dimensions, north arrow, and location and =,distance to nearest road. Parcel I.D. # t APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law (1) (m)). Property Owner Proporty Location ic� r Govt. Lot uJ 1/4 Aj/1/4,S T N,R E(or W Property Owner's Mailing Address Lot # I Block# Subd. Name or CSM# 3 & 1 - , ' 0 - 4 UX e e r' Y1 City State Zip Code Phone Number Nearest Road ❑ City F1 Village [� Town cAJ I 5 o (7 /S )Sy% GZ3! GUa r r -e- New Construction Use: ® Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: / Code derived daily flow l9 g gpd Recommended design loading rate • _ bed, gpd/ft • trench, gpd/ftz Absorption area required bed, ft trench, f1 Maximum design loading rate . 5 bed, gpd /fl trench, gpd/ t Recommended infiltration surface elevation(s) �_ q� It (as referred to site plan benchmark) Additional design /site considerations Parent material 3�-F I,� f Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system ❑ S �B U 5D S ❑ u ❑ S 0 U I ❑ s O u ❑ S RI U [Is ,® U SOIL DESCRIPTION REPORT Boring Horizon Depth Dominant Color Mottles Structure GPD /ft g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench �<e 0 -13 10 r 3 —' Lv Zr,-r*b rde c-5 v - � : .4D Z- .13-31 lb r '11`4 1 2 m rn-�r � S — `J ' Ground 'a - _ 1c7 r Id 1 F(F 1.5 r `l` I� v � 5 5 fy) Y- elev. �� F / ft Depth to limiting factor 3- - L in. Remarks: Boring # i .,:::.::, o-�Z l0 r3 3 _ Lv� Z 1 I . Z 5 � Z 2 12- Z� -t -C b m r c — Ground p elev. � Ott• , Depth to limiting � fact r in. Remarks: CST Name (Please Print) ignature Telephone No. Address Date CST Number 21 — eE57 If �Zj� l SOIL DESCRIPTION REPORT PROPERTY OWNER s7Cry � Page'Z _ 3�A PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench .3 I -IS lo v ,-315 — L\Js 2mabk, mfr Z 18 -32 16 y 14 SL 611 2 m sbk vyi Ground 3 32 - 4 I ( 1611 i v -P S 1 nnv cl�j ` .5 elev 'T ft' , Depth to limiting factor in. Remarks: Boring # E3 Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # 13 Ground elev. ft. Depth to limiting factor in ' Remarks: Boring # [3 Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) I Y PAGE - 5�_ OF NAME +vvf I LEGAL DESCRIPTIONd1W ' /,AWV4,S IrT21.N,R ($ E (or)(9_ SCALE: 1 "= 90 ` BM 1 ELEVATION BM I DESCRIPTION }p ems' &2 , -3 N BM 2 ELEVATION O BM 2 DESCRIPTION , SYSTEM ELEVATION ALTERNATE ELEVATION YA CONTOUR ELEVATION _ J , ys Gov �d F I • SIGNATURE DATE ���� OF J 2 0 6 `i P 19 8 j STATE BAR OF WISCONSIN FORM 11 - 1982 KATHLEEN H. WALSH REGISTER OF DEEDS LAND, G€923F(jp CT ST. CROIN CO., WI Individu p to (TO BE USED FDR Aft HERE OVER DOCUMENT NO. $25.000 IS FINANCE IN CONSUMER RECEIVED FOR RECORD ACT TRANSACT LO ._,. ,', H� 11/27/2002 04:00PH Contract, by and between EXEMPT 0, STOUT and J AAW P __hu3band and__ w f _ ('Vendor', REC FEE: 13.00 whether one or more) and? TRANS FEE: 140.70 ___JQ. W. __ GAANBERG and AI3BERG, COPY FEE: CERT COPY FEE: hus and wile, __ (`Purchaser ", whether one or more). ,! PAGES: 2 Vendor sells and agrees to convey to Purchaser, upon the prompt and full performance of this contract by Purchaser. the following property, together with the rents, profits, fixtures and other appurtenant interests (all called the 'Property "), in S -t - _CFOix County, State of Wisconsin: Located in part of the NW 1/4 of the NW 1/4 NAME AND RETURN ADDRESS and part of the NE 1/4 of the NW 1/4 of j4iK-er 0 Slate Section 3, T29N, R18W, Town of Warren, /31 -: St. Croix County, Wisco [�I ol, 14 — page further described a Lot CSM recorded in V 39 ument No. 622068. a e 38 a 042- 1004 -50 -300 Parcel ICentiflCatior NumGet (PIN) I 'I l (1 I 'I !I This _.__is -not homestead property. .' 171) (is not) I Purchaser agrees to purchase the Property and to pay to Vendor at 1 353 Awatukee Tr., Hudson, WI 5401 the sum of $..461 9 00. 00 in the following manner: (a) $ 1 , 000 , 00 at the execution of this Contract; and (b) the balance of $ 4 c, 9 0 0 0 0 together with interest from date hereof on the balance outstanding from time to time at the rate of 7,0* percent per annum until paid in full, as follows. Payments of principal and interest(at7% the first year) in the amount Of $305.37 due on Dec. 1, 2002 and on the first day of each and eery month thereafter until November 7, 2005, when the entire amount is due and payable. * interest changes to 8% for the second and third year and the payment would change to $336.00. Provided, however, the entire outstanding balance shall be paid in full on or before the 7th day of NOVembe 2II "45- (the maturity date) i Following any default in payment, interest shall accrue at the rate of 1.0 -._% per annum on the entire amount in default (which shall include, without limitation. delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser. unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor. Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account. but shall not bear interest unless otherwise required by law, Purchaser agrees to keep real estate taxes currentand provide seller with paid tax statement annually. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal_ Any amount may be prepaid without premium or fee upon principal at any time after Nov 7, ., 2002 �Q m�Ja3G �axrmxnac a gaf c >t, � 14G43L .K�fe7G�SiDFD6itbf}>7'36gAf.' - -- -- In the event of any prepayment, this contract shall riot be treated as In default with respect to payment so long as the unpaid balance of' principal, and interest (and in such case accruing interest from month to month shalt be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the tide as shown by [lie title evidence submitted to Purchaser for examination except: Seller agrees to credit purchaser $140. toward title insurance when warranty deed is given, Purchaser agrees to pay the cast of future title evidence, If title evidence is in the form of an abstract, it shall be retained by Vendor until the full purchase price is paid Purchaser shall he entitled to take possession of the Property on Novemb - __ 2.Q 02 Crow Ow O.•m. STATE BAR OF WISCONSIN wuconsn Legal Blank Co Inc. LAND CONTRACT - Individual and Corporate Fonn Nu. 11 - 1982 M11—k— wa. - J 2064 P 1`!9 � Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Vendors interest in It and to deliver to Vendor on demand receipts showing such payment. , Purchaser shall keep the improvements on the Property insured against loss or damage occasioned by fire, extended coverage perils and such other hazards as Vendor may require, without co- insurance. through insurers approved by Vendor, in the sum of 5 but Vendor shall riot require coverage in an amount more than the balance owed under this Contract. Purchaser shall pay the insurance premium when due. The policies shall contain the standard clause in favor of the Vendor's interest and, unless Vendor Otherwise agrees in writing, the original of all policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property damaged, provided the Vendor deems the restoration or repair to be economically feasible. Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair. to keep the Property free from liens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. Vendor agrees (fiat in case the purchase price with interest and other rnonevs shall be fully paid and all conditions shall be fully performed at the times and in the manner above specified. Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the act or default of Purchaser, and except: aa GPment S, rpst ri rtinna_ right —f_wav and nnvanants of rprarri, if any Purchaser agrees that time is of the essence and (a) in the event of a default in the payment of any principal or interest which continues for a period of_ 6.-a days following the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser which continues for a period of _ - 68.— days following written notice thereof by Vendor (delivered personally or mailed by certified mail); then the entire out standing balance under this contract shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or in equity: (i) Vendor may, at his option, terminate this Contract and Purchaser's rights, tide and interest in the Property and recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchasers full payment of the entire outstanding balance, with interest thereon from the date of default at the rate in effect on such date and other amounts due hereunder (in which event all amounts previously paid by Purchaser shall be forfeited as liquidated damages for failure to fulfill this C- ntract and as rental for the Property if Purchaser fails to redeem), or (ii) Vendor may sue for specific performance of this Contract to compel immediate and full payment on the entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, in which event the Property shall be auctioned at judicial sale and Purchaser shall be liable for any deficiency; or (iii) Vendor may sue at law for the entire unpaid purchase price or any portion thereof: or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud on title In a quiet - title action if the equitable interest of Purchaser is insignificant, and (v) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any action under (i), (ii) or (iv) above Notwithstanding any oral or written statements or actions of Vendor an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and all costs and expenses including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder (whether abated or riot) to the extent not prohibited by law and expenses of title evidence shall be added to principal and paid by Purchaser, as incurred, and shall be included in any judgment. Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to the appointment to a receiver of the Property, including homestead interest. to collect rile rents, issues, and profits of the Property during the pendency of such action and such rents. issues, arid profits when so collected shall be held and applied as the court shall direct. Purchaser shall riot transfer, sell or convey any legal or equitable interest in the Property (by assignment of any of Purchasers rights under this Contract or by option, long -tenn tease ur in any other way) without the prior written consent of Vendor unless either the outstanding balance payable under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Purchasers interest under this Contract solely as security for an indebtedness of Purchaser. In the event of any such transfer, sale or conveyance without Vendors written consent. the entire outstanding balance payable under this Contract shall become immediately due and payable in full, at Vendor's option without notice. Vendor shall make all payments when due under any mortgage outstanding against the Property on the date of this Contract (except for any mortgage granted by Purchaser) or under any note secured thereby. provided Purchaser makes timely payment of the amount then due under this Contract. Purchaser may make such payments directly to the Mortgagee if Vendor fails to do so and all payments so made by Purchaser shall be considered payments made on this Contract. Vendor may waive any default without waiving other subsequent or prior default of Purchase. All terms of this Contract shall be binding upon and inure to the benefits of the heirs, legal representatives, successors and assigns of Vendor and Purchaser. (If not an owner of the properly the spouse of Vendor for a valuable consideration joins herein to release homestead rights in the subject Property and agrees to join in the execution of the deed to be made in fulfiflment hereof.) Dated this 73 h _ _ day of NnuPmhar 700 (SEAL) _ - - - -- (SEAL) - Seller *_ Ah . Granber4, Pu rchaser (SEAL) GM) (SEAL) * Janet_P_. Stout, Seller Kristin J Gra Purch AUTHENTICATION ACKNOWLEDGMENT Signature (s) __ State of Wisconsin, ss. - - -- - -- - St. Cr oix ... --- County authenticated this day of _.. _ Personaly came before me this 7ttl day of . ...... NoveRlbe Z002 the above named ...... .... ---- -- _._. - -.— ....... _. Rirharr3 n- _St...out. an Jane P � _ _ - - -- -- ---- _ —� - -- Sto L an d....Jose r and TITLE: MEMBER STATE BAR OF WISCONSIN Kristin J. Granb (If not. — - -- �'�AR — authorized by §706.06, Wis. SWILS.) o me down o e the person S o xecuted the foregoing uInet and cknowledge the sa THIS INSTRUMENT WAS DRAFTED By Janet P. Stout - 135 3-- Awa-t -u-kee T-r Hudson, WI 54016 __.� ovary Publi � S County Wis. (SI g nalur a may be wtheruicated or a(knowlecl ed. �� My commission is permanent. If riot, s( e expireuc n a e necess e N ) h _.. _..2_, ,) ' Ne,i,es o' I"",­ si{;! .,,y ceiinc, iy I,o„Id be Ip, d <,i pi :,u ad below tfieli signs,nras- L.4ND CONTRACT - Individual and Corporate - St,,, Bar or Wisconsin. Fur- Nv. I t - 1992 vb 622068 113fl ME ED BY ED FLANUM JOB NO. 00 -01 DATE 1 -30 -00 n 6 g° r 0 Z m ARE REFERENCED TO THE Z �'' C7 m Z Cn NORTH LINE OF THE NW1 /4 OF SECTION m I 3, ASSUMED TO BEAR N88°24'51 'E w . 0 Z 1 1 UNPLATTED LANDS OWNED BY PLATTER m z D -------------- - - - - -- z >- N01 0 06'26'W 468.62' --1 346.93' 88.69' ? 2 435.62 I ® Z EAST DINE OF TIFF_ - � � A /4 at�� �' °D �' `�° r O m NW1 14 OF THE NW1 WEST LINE OF THE '$' " ^' `�' ^' Ir Z w w— O � .8 NE1 /4 OF THE NWI /4 0 ��Q �� $ D ° 1c) m O Z ►w v vmi'� 0 O . Z I= �o Z 1 ro N01 °06 '26 W 468.62' > , m cn 0 0 i 277.71' 435.62' CA) m 157.91' r- 4 33.00 � Im c a m 0O X ' �• 33' 50' 0 -1 ►� r O = N W� r I ... �. M I � O i Z � o c m N $ C� W m Z z Z I S D� n `'Q D ..1 ►N � } o 4 O I O � o mp 'mO n Z, I I 00 j' Z 00 cn m to 00 �� �� o` z Z z o 1 0 " Z °0 ^� O� 1 Gn ! m 0 A te-, z m CA j s ,+ I � N0.1 °06'26" W 468.62' m m m Z p i I OD ► ° 330.85 .. 104.77' 3• m rn = m .. 435.62' " ' I ao 0 o II f O r C) - " A_ O I D y �p O N�� NW� r I� .P 1$ IC y N_ 1 _ O ((TT�� 1� CA) .NI F O .I��m + g I I IFICOm 1 CD � � �°'Im1� 50' I 0 I in �� I�10 3' i 1 1 ►w I:� I ZI I� N ►I m 1 435.62' I� 1 O I v ►ao Q 8 N01°09261N468.62' I = I N Z Im o M r' c3) m I l x - � r Q O r w 7o RI Sc o 0 0 r- z z 4- �' -' N� � r P r �' m� T IN IC7 c cn — m Z5 ro N �o z I 25 m I N < m Z m Z o ► p R p "1 q v' `I� O c 4 m m� p F S s ° i�� ; mm I ' m c r 11 x m P 435.6 cl) Z -- p w , 2', po m m -� 423.62' v 8 = ❑ Sol °06 26T 468 .62' 45' 33' D mm Z 2 X (N00"01 O M. m F ❑ 9 � �• � ° Z nlaa °NUSlx3 3> m '+ - p N -1 O X Z c fT O iv = ;1. n.� v, CD co 0 " z m _� oo co D t � O � m ?c 4 ?�� X T 2 C.S.M. rs D oo �0O L- .- - - - - -- cnz �g ^' �cC m" m� AO R o rn OA e =CL m m a V. 8, -- -- O om mo z31 aD z I � r Vo1.14 Page 3839