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D � a =(D n rn o' 4 v c C A o 4 W N O� O j A CL (D ! yC d ti 0 CD ,o A 0 b O (D Op O A w li9 O V CD 0 o SD � Certified Survey Map Daryl Jones, etal. Part of the Northeast 1/4 of the Southeast 1/4 of Section 20, Township 29 North, Rang 18 West, Town of Warren, St. Croix County, Wisconsin. N 89 E 5220.36' I z . f UN PLATTED LANDS U OWNER'S ADDRESS: N89 ° 10'06 "E 430.01 z 1 I \ N W 17113 Stone Pine Bay 397.00 33.01' Hudson, W 1 54016 4790.36' 1/ E g, y Z �I Uj instrument drafted b ce u This Y Laurence W. Murphy LOT 6 N � eo ao W V ►� � : Feb 17 2000 c w N 3.240ACRES, 141,121 SO. FT Dated February N 4 2. 907 A CRE S, 130,090 SO. FT. U EXC. ROAD R.O.W. a ` I Z W I �) NW ' a ri I 1 ; s . a f �• s: — N 8 9° 1_ 4'46" E_430.DD . --- 6 I 4� 395.88 3 Z 34.12' Q W QL �, S 33 33 - LOT ; o � - o z a ci .S I W $ kd 2.3" CM9, tot 041 SO. FT. ^ M g o N 2.133 CRES, 92, 29 SQ. FT. N N I I ao ROAD O.W. 0 132 �' H "•,II 2 ROAD SETBACK LINE i Z I CL I N 89° 14'46* E 430.0 W W 395.08 92" m o 3 gl $ LOT _ ' _ ° LEGEND: S o $ W 4i 101,041 SO. FT. h� -N ?.129ACRES, Fi: N N 1 W �1 • 1' X 24" IRON PIPE WEIGHING EXC. ROAD R.O.W. ; S •o 1.13 LBSJLIN. FT SET 100. 1 " IRON PIPE FOUND 394.28 35.72 -0) Q 1 st a SOIL BORIN0 ' 46" W 430.00' � iU W � 0 4 DESIGNATED DRIVE- / S 89 W WAY LOCATION _U LANDS N89 0 14'46 "E 430.00' I$ O 100' o ° $ 1394.06 35.94" °� g L C Ri I t RO D SETBACK LINE W 2 W �j N , z 1 Q 1t4 3 -- - ----- 0 - °-- - - -; W c� 24 o f {NNN>f�f (� 1 p 2.9 ?O ACRES F Ix , 101,041 SQL FT. 9 IN O po . 2.124 ACRES, 9, SQ. T C{ Q 3 W W z W $ EXC. ROAD R.O. W. i 2 r ,� y '�• ° 393.26' .. •y 1 36. T4' i J W� .3 $ 41.00 352.26' (A Q t + J � LAURE CE ; � 0, z S m W M H = S 89 14'46 W 430.00' CM S 1713 r 1 R FALLS, OT Z .i a Ht WI L LC. S.M. N W 4 % • - N N f� � Ln. �• •••... �� .• VOL. 10, PA 2872 qN0 �I U �I N SCALE 1" =150' 0 5 /00' 130' 200' 300' 400' SHEET 1 OF 2 r Certified Survey Map Daryl Jones, etal. Part of the Northeast 1/4 of the Southeast 1/4 of Section 20, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin. Description: That certain parcel of land located in the Northeast 1/4 of the Southeast 1/4 of Section 20, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin, more fully described as follows; Commencing at the East 1/4 corner of said Section 20, the POINT OF BEGINNING, of the parcel to be herein described: thence S 00 ° 00'00 "E (assumed bearing on the East line of the Southeast 1/4 of said Section 20) a distance of 1099.52'. thence S 89 "14'46 "W 430.00' on the North line of I,ot 2 and Westerly extension of that certified survey map recordod in Vol. 10, Page 2872 of St. Croix Cout:ty c ertj ied Survey Maps; thence N 00 0 00'00 "W 235.00; thence N 89 ° 14'46 "E 430.00' thence N 00 ° 00'00 "E 66.01'; thence S 89'14'46 "W 430.00; thence N 040'001E 797.93', to the East/West 1/4 line of said Section 20, thence N 8910'06 "E 430.01' on said East /West 1/4 line to the POINT OF BEGINNING, of the above described parcel, containing 444,244 square feet or 10. 198 acres, being subject to easement over Easterly portions of said parcel for town road purposes as shown on this map and also being subject to easements of record. This instrument drafted by Laurence W. Murphy hated: rebruary i , 2 Note: ac parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing and parcel contact the St. Croix County Zoning Office and the appropriate Town Board for advice. State of Wisconsin) County of Pierce) I, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owners, Daryl Jones, etal., l have surveyed' and divided the lands shown hereon in accordance with official records, Chapter 236.34 of the Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. AA LAUR jRH m W MUY °G Z S F �► Z -- R FALLS,; �'•., FO LAND S 0 �� • SHEET 2 OF 2 I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 395134 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: Nelson, Gary Warren Township 042 - 1056 -95 -100 CST BM Elev: Insp. BM Elev: BM Description: loa /o " N�j TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark p �� T• 2-0 lo 9 2a Dosing Alt. BM Og oq v O3 y 1 Bldg. Sewer / 6d 0 r � f Holding t Inlet to / l / St/Ht Outlet / TANK SETBACK INFORMATION `I • S g c l $ •SI TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet 4s ,G / 7b Septic +� 3 Dt Bottom + Dosing H ti Header /Man. Dist. Pipe Holding Bot. System 33 r PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand St Cover GPM Model Number ,�U + 31t L_ 2 8 V�4 l os.a q r ou. d � TDH Lift Friction Loss System Head TDH Ft �' 3.2 3 • S Forcemain Length � Dia. << Dist. to Well L Z SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trench s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ! f '7 S t SETBACK SYSTEM TO I P/L JBLDG WELL LAKE/STREAM LEACHING f4aglyfiNerurer: INFORMATION CHAMBER O Type Of System: + Model Number: 2 s (45- DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake /I ipe(s / I It 1 Length Dia 2-o Length -- ' "''Dia t lZ /I Spacing 3•`C� 3% •0 g ��'� 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 (] Yes [] No [� Yes �] No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1:�/ Z / Inspection #2: / D / 03 / p1 � Location: 848 110th Street , Roberts, — WI 54023 (NE 1/4 SE 1/4 20 T29N R1 ) 4) NA Lo � � S Parcel No: 20.29.18.31 A7 1 0 1.) Alt BM Description = t.T'�`�- OuW S• " / 4 > " — 2.) Bldg sewer len th = Zg, () - amount c r = M At w ,,,. 1b t Is 'd 3.) Contour I .Q /00 LQ Plan revision Required? ❑Yes KNo Use other side for additional information. 12 3 C, 1 Date Insepctor's Signature Cart. No. SBD -6710 (R.3197) i i �SZ i L e-- of c I � , �e 0 a �� �a yb 0 � 4 i ..tea' �,,,,,,� —�P1 R g� g ' �O� S4- Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. y S ee reverse side for instructions for completing this application PO Box 7302 onsin Personal information you provide may be used for second u oses Madison, WI 53707 - 7302 lV i sc Department of Commerce p Submit completed form to if not [Privacy Law, s. 15.04(1)(m)] ( coup p state owned. Attach co mplete plans (to the c cop only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State Sanitary Pe it Number ❑ Check if revision to previous application State Plan I. D. Number qS 3 I. Application Information - Please Print all In! Location: Property Owner Name i y,. ,� Property Location ° 1/ 1/4, ( Property 's M ihng Address / j' - - Lot Number Block Num Csr f w City, State Zip Code - "' "j one Nuintrerl Subdivision Name or CSM Nu mber -� cj C;F�, F II. Type of Building: (check one) ❑ City 1 or 2 Family Dwelling - No. of Bedrooms: ❑ Village ( ) _ �4uS� ^ 59 Town of Public /Commercial describe use ❑ State -Owned JA Nearest oad Parcel Tax Num er s III. Type of Permit: (Check o nly one box on line A. Check box on line B if applicable) 0 , a?9, / g7 3/7 O A) 1. 1$ New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) - /}--1W ❑ Non - pressurized In - ground 1 0 Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground( C,4, —:j 0 0• �) ❑ Holding Tank 11 Single Pass ❑ Drip Line ❑ At -grade v ❑ Aerobic Treatment Unit ❑ Recir ulating ❑ Other: V. Dispersa atment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch Elevation S�f3 5 S' VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks Zft — 6O0 j,6; J3- ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the u ersig assu responsibility for installatio f the POWTS shown on the attached plans. Plumber's Ame (p 'nt) Plumb�Signa ( sca m MP/MPRS No. Business Phone Number Plumber's Address tree City, tate, Zip C//d IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued I ui g Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Surcharge Fee) do Determination $ 325. r 3c ZtJp { X. Conditions of Approval /Reasons for Disapproval.. U SBD -6398 (R 07/00) 'r l3v YE2 : 6-41ey NEL. 500, ' Wisconsin , •rtment of Industry SOIL AND SITE EVALUATION Page of 3 Labor and Human Relations _ Division of Safety, and Buildings in accordanets iv thi s' !-LHR 83.09, Wis. Attach complete site plan on paper not less than 8 1/2 x 11 Inc sJt pa6e n te6bst County Include, but not limited to: vertical and horizontal reference po, rE (Bli,1), direN9011r` 5 T G RO I percent slope, scale or dimensions, north arrow, and location to nearest gad. ,arcel I.D. # -� ,x �� �. -, ��.�, ; oy2, - l d S� • `{S a APPLICANT INFORMATION - Please print all i - ationSr C k�tx. evi wed by Date Personal Information you provide may be used for secondary purposes (Rritjac�! Lame m)). e. - ?�fl i Aw Property Owner 1, Propertyli, a (�'� � ARYL To 1J E 5 �,` awt.. of 1/4 SE 1/4,S 20 T 2 � ,N,R / E (or)C% Property Owners Mailing Address Block# Subd. Name or CSM# UVj' 49 7113 ST04 E �� NE Q/!Y %�� Npi�V� c5m 3� 4c -5 City State Zip Code Phone Number Nearest Road 14 V DS Q /l' �/. 5 y� �O (1/ 5 ) 3 ,91 • f loov E] city El �-,/ villa � Town //D UJ I N ' ew Construction Use: 19 esidential / Number of bedrooms Addition to existing building ❑ Replacement uu � ❑ Public or commercial - Describe: Code derived daily flow 7-- mfg'"— gpd Recommended design loading rate lbed, gpd /ft _ trench, gpd /11 Absorption area required bed, ft s� trench, It Maximum design loading rate bed, gpd /ft trench, gpd /ft Recommended infiltration surface elevation(s) - Pi • 3 ft (as referred to site plan benchmark) Additional design /site considerations S/s F 7areV A 0 Er 1q� V /XE.S DV' .SYS ]-. Parent material /QFS -s 00& ,, t CV 0 (9T' �ir]w�- /I /�S Flood plain elevation, if applicable VIA it S = Conventional Mopu In- Ground Press re AT- Grad�e� System in Fill Holding Tank U = Unsuitable for system ❑ S tJ U I J 5 ❑ U ❑ S L7 U ❑ S U U ❑ S L'S U ❑ S U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /tt2 In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 0 - n-- lo YR Li 3 SL l w sbk 4 % -FR y /�• '3 ) /o yR / SiL l fSdk �rfi • cc 5 Ground 3 /Q R &va 0—ft. a of U L / /yvt �, S _ • -1 . S c 2. eQ M oT Depth to V limiting 16 YA it1 Z factor ✓�•S s ' Remarks: Boring # 0.1 / p /l? L[3 SG 7 Mgt f • 5 '` 3. 3. Nos C 0, dl 4 - . '7 ' •� Grourxi • elev. C 24— J�t Depth to S vtl F limiting 7 • ) /` 7 ! , factor 3 - Remarks: CST Name (Please Print) Signature Telephone No. _ R6)r3ER'r - 7 5. 3s6 0195 Address Date CST Number M4R64 t/- aaV z2-4 3� 5 UlbrIC111 Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 C k N ` 'A _ , � b. r . 14' PROPERTY OWNER -D • Jig N E S SOIL DESCRIPTION REPORT �J p / o Page of PARCEL t.D.A ( – d s CI ` I SUa77 ( 114, s� Boring # Horizon Depth Dominant Color Mottles Texture Structure 2 .,, in. Munsell u. S Consistence Boundary Roots Q z. Cont. Color rY Gr. Sz. Sh. C i Bed ,Trench Ground elev. SL .Sh Mti die t''cv . s' . Y Depth to - limiting ' factor -7 In, Remarks: Boring # ell .. 2 0 3 C 2� H o7'S' S/G S� - A/ — io �L • •Z;• Ground elev. �tt ; Depth to n limiting factor �•� Litz . In, Remarks: `i X 2-OA-1 D `�� 4 /,ro / Horizon Depth Dominant Color Mottles Structure In. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots GPD /ft2 Boring # Bed ; Trench _ io v� G Ground elev /o Depth to ye <0A , limiting 4, factor 3 0—in. Remarks: Boring # Ground elev. Depth to limiting factor In. Remarks: SBDW -8330 (R. 08/95) G Q � o � fi Q ti Ira C r � 1 U3 W � c� w r d vi w t � T Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 v - TDD #: (608) 264 -8777 sconsin www•commerce.s i n.gov www.wiscon isconsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary June 16, 2001 CUST ID No.224263 A777V: POWTS Inspector ZONING OFFICE KIM A O'CONNELL ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/16/2003 Identification Numbers Transaction ID No. 649744 SITE: . Site ID No. 630814 GARY NELSON Please refer to both identification numbers, 110TH ST above, in all correspondence with the agency. TOWN OF WARREN �'' ST CROIX COUNTY Co 3: Ili NE 1/4, SE 1/4, S20, T20N, R18W s -� LOT: 6, t", ' � la I FOR: NEW MOUND, 450 GPD Dr It ME1 OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 795600 DID 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 g E c: C RI chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6, "Design Of Pressurized Distribution Networks For Septic Tank- Soil Absorption Systems." • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • 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. Slats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The maintenance plan for this system must be given to the owner of the POWTS. Site Specific Conditions: • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area. KIM A O'CONNELL Page 2 6/16/01 • The actual gallons per inch for the specified pump tank is 19.64 per product approval. The proposed pump settings provide a dose volume that is greater than 5 times the void volume and less than 20% of the design wastewater flow plus drain back. The "C" dimension must not be changed. 4.77' provides the maximum 20% of the design wastewater flow plus drain back. • Maintain well and waterline set backs per COMM 83.43(8)(i). • The designer proposes to install a state approve outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 r _. BALANCE DUE $ 0.00 P`A RICIA L SHANDO POWTS PLAN REVIEWER, INTEGRATED SERVICES WiSMART code: 7633 (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM P SHANDORF @COMMERCE. STATE. WI.US cc: GARY NELSON i MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: GARY NELSON Owner's Name: GARY NELSON Owner's Address: 830 110TH ST. ROBERTS WI 54023 Legal Description: NE- SE- SEC20- T20N -R18W W . T .S. o-• all Township. WARREN tt�N , County: ST. CROIX � OF co ME {NGS Subdivision Name: CSM E7 Lot Number. 6 Block Number: �c pONDENC E Parcel I.D. Number: / jl JLJ Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 PLOT PLAN i Designer: KIM A OCONN License Number: 224263 Date: 05/241 1 7 Phone Number: 715 - 755 -3145 Signatur e. 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 3.0 (03/01/01) Page 1 of 8 I 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 8344 -3 in -situ soil treatment for fecal 1.60 Peaking Factor (e.g. 1.5 = 150%) coliform of <= 36 inches. 450.00 Design Flow (gld) 100 Site Slope (%) 99.70 Contour Line Elevation (ft) 33.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd/ft Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest nt 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 2 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 4.00 Estimated Orifice Spacing (ft) = 11.84 ft /orifice 2.00 Forcemain Diameter (in) 25.00 Forcemain Length (ft) Does the forcemain drain back? Y 92.70 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 4.08 Forcemain Drainback (gal) 7.33 Vertical Lift (ft) 67.38 5x Void Volume (gal) 0.34 Friction Loss (ft) 71.46 Minimum Dose Volume (gal) 10.93 Total Dynamic Head (ft) 24.90 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x 1.25 2.00 x 1.50 x x 3.00 2.00 x 3.00 x Gallonslinch Calculator (optional) Tre Tank Information 1000.00 Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) 52.00 Total Working Liquid Depth (in) weeks Manufacturer 19.23 galhn (enter result in cell B49) Dose Tank Information Efflu Filter Information 800.001 Dose Tank Capacity (gal) JZabel Filter Manufacturer 19,041 Dose Tank Volume (galAn) IA100 Filter Model Number weeks I Manufacturer Proje6: GARY NELSON Page 2 of 8 Mound Plan View 1/� 10 B J Observation Pipe �K 10 I 0 Q A W # B a I � L � Mound Component Dimensions Down slope toe extension made. A 6.00 ft E 7.44 in H 1.00 ft K [ Aft ft B 75.00 ft F 9.50 in 1 9.00 ft L ft D 6.00 i n G 0.50 ft J 5.07 ft W 450.00 (ft`) Dispersal Cell Area 1 1125.00 (ft) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.99 (ft) r, G H F Dispersal cell 100.70 (ft) Lateral 100.20 (ft)-M Invert Dispersal Cell i ,y Elevation" E D Q IF � • 2� ---� 70 (ft) Contour Elevation te Slope Geotextile Fabric Cover Shading Key rsal Cell See lateral details on 1[] Topsoil Cap 1.5 ft Page 4 for number, © Subsoil Cap f size, and spacing of ASTM C33 Sand � 1 F laterals. Laterals are Tilled Layer 0.5 ft Typical La teral equally spaced from Q5 Aggregate .t the distribution cell's A centerline in the distribution cell (AxB). Project: GARY NELSON Page 3 of 8 r - End Connection Lateral Layout Diagram Laterals ve over the A & U dmension = Turn- up vWba IIvalveoralesnoutplug a P AN laterals are identical I �{ — 1 iOlrs drilled on the bottom of the lateral S equaN� spaced L Some main mn nection via tee of oross to man*dd at .any point. Laterals & Force main of PVC 5ch 40 (per COMM Table 94.30 -5) Number of Laterals 2 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 4.08 ft Lateral Length (P) 73.44 ft Orifices per Lateral 19 Lateral Spacing (S) 3.00 ft Orifice Density 11.84 ft /orifice Lateral Flow Rate 12.45 gpm Manifold Length 3.00 ft System Flow Rate 24.90 gpm Manifold Diameter 2.00 in Total Dynamic Head 10.93 ft Foreemain Velocity 2.54 ft/sec Dose Tank Information Locking cover with warning label and locking device and sled watertight Electrical as per NEC 300 and --� Comm 16.28 WAC Disconnect = 4 in. min. --.�.� Tank component is properly vented Alternate oWet location Forcemain diameter weeks Manufacturer 2 in. Capacity 800.00 Gallons Volume 19.04 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 27.25 518.78 C B 2.00 38.08 ump off elevation (ft) - 4� C 4.77 90.82 93.37 D 8.00 152.32 D Total 42,02 800.00 V1 E ose tank elevation (ft) 3" Bedding under tank F 92.70 Alarm Manuafacturer I S.J. ELECTO SYSTEMS Alarm Model Number HW 101 Pump Manufacturer IGOULDS Pump Model Number WE0311L ,Pump Must Deliver 24.90 gpm at 10.93 ft TDH Pra GARY NELSON Page 4 of 8 I Mound System Maintenance and Operation Specifications Service Provider's Name KIM A OCONNELL Phone 715 - 755 -3145 POWTS Regulator's Name ST CROIX COUNTY ZONING Phone 715.4080 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 Mound Inspect for pondiM 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), Ws. 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: GARY 14500N Page 5 of 8 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82.84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SBD- 10691 -P (N 01/01) and SSWMP Publication 9.6 (01/81)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s 281_48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet fitter 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 off the filter when removed from its enclosure It the titter is equipped with an alarm, the titter 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 fitter 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 BOD5, 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 R 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 Is' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWf S regulator and service provider. Project: GARY NELSON Page 6 of 8 I 1 , ' iR 'c r i' y 1 � T ^ rl E e n a, . Performance ` .curves METERS FEET r —r MODEL 3885 25 8a SIZE 3 /4 ' Solids Q 70 i w S 20 WE10H.. —�— - - -- - - -j - - —+ - - 60 -- -- - -- F .. WE07H - -- --- , I 15 50 40 WE05H 30 WE03M - ~ E03L 20 ti 5 0 1 ` - I 0 - 0 0 10 20 30 40 50 60 70 80 90 100 110 120 GPM 20 30 ml /h �L`� .�p�'✓ CAPACITY � GOULDS PUMPS, INC. sFrECn 1=aus rev KXA. i iiar METERS FEET 20 MODEL 3885 35 f ^ SIZE 3 /4 " Solids 110 WE15HH I 30 00 I - 90 i ?5, n0 - - -- E - -r- —� —�,+ —�- -I— — - 1 I 2 20 -- — - - a 60 O -- 1 15 50 WE05HH 40 10 20 5L - -F— - - 1 — t.._ i 10 l oL o 0 10 20 30 40 50 60 70 80 90 100 110 120 GPM 0 10 20 30 m /h CAPACITY 1985 Goulds Pumps. Inc. Effective July, 1985 QY3 ti / 4-1 e� �, K� � � V � V age, ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer n Mailing Address (I" U . X v2 Ro e K -S W-T S (KO 1 3 Property Address (Verification required from Planning Department for new construction) City /State ��..,��_ Parcel Identification Number LE GAL DESCRIPTION Property Location 4� - '/4,� '/4, Sec - -R _ W, Town of Subdivision , Lot # C _. Certified Survey Map # y/� , Volume _ _ , Page # i / 3YZ--� Warranty Deed # 09W ) Volume 6 , Page # 668 Spec house )4 yes ❑ no Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification 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. I /7 /Q SIGN O 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. �lyld/ SIGNATU F 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 I 1 V �OPA,G �n8 • STATE BAR OF WISCONSIN FORM I - 2000 64'9'7 g 1 WARRANTY SEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS This Deed, made between Newel L. Jones and ST. CROIX CO., WI Dorothy M. Jones husband and wife RECEIVED FOR RECORD Grantor, 06-28-2001 3:00 PM and Gary D. Nelson and Jillienne J. Nelson NARRANTY DEED EXEMPT N husband and wife as survivorship arita ml p rope r4 CERT COPY FEE: COPY FEE: Grantee. TRANSFER FEE: 120.00 RECORDING FEE: 10.00 Grantor, for a valuable consideration, conveys to Grantee the following PAGES: 1 described real estate in St. Croix County, State of Wisconsin (the "Property") (if more space is needed, please attach addendum): That part of 4SE1 /4 Sec. 20- T29N -R18W described as follows; Lot of Certified Survey Map recorded in Vol. 1 of Certified Survey Maps, page 3862 as Recording Area Doc. No. 623762. FAddress ti lee ^V tt)e 57y° AG 042- 1056 -95 -000 Parcel Identification Number IPIM This is not homestead property. Together with all appurtenant rights, title and interests. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Roadways, Easements, and Restrictions of Record. Dated this 26th day of June 2001 . H on a Attorney i �a t for * * Ne 1 . Jo s * *Doroth nes AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. Signature(s) St. Croix County. ) authenticated this day of Personally came before me this 26th day of June the above named Hour Jones as Attorney in * fact for Newel L. Jones and TITLE: MEMBER STATE BAR OF WISCONSIN Dorothy M. Jones who executed (If not, to me known to be the person authorized by §706.06, Wis. Slats.) the foe ing i st me cknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Kay V• Palm Notary Public * K V Palm Michael H. Forecki Attorne onSlnN ary ublic, State of Wisconsin Eau Claire Wisconsin a e My Commission is permanent. (If not, state expirati da te: ( Signatures may be authenticated or acknowledged. Both are not necess December 12 rtt:m Names of persons signing in any capacity must be typed or printed STATE BAR OFaWISCONSiN FORM No.1 -2000 WARRANTY DEED Michael H Forecki 1830 Brackett Ave, Eau Claire WI 547014627 T5233943.ZFX Phone: (715) 835 -3029 Fax: (715) 8354112 Michael H. Forecki Produced with ZipFormTM by RE FormsNel, LLC 18025 Fifteen Mile Road, Clinton Township, Michigan 48035, (800) 383 -9805 I i is FILED AIA1 2 6 2000 ► r ' 9 XXIM- , H. r,alsH 1 L �c , j� 623'762 Certified Survey Map Daryl Jones, eta]. Part of the Northeast 1/4 of the Southeast 1/4 of Section 20, Township 29 North, Rang it k 18 West, Town of Warren, St. Croix County, Wisconsin. N89'10'Od - E b22038' -- Q UNPLATTED LANDS 2 OWNER'S ADDRESS; NB9 430.01' 17113 Stone Pine Bay o , 1 o F Hudson, WI 54016 4790.35' Elw114AE �� 33.01' Ci c CL This instrument drafted by 0; Laurence W. Murphy x k _ tu Q it LOT6 Q y� 3 . W t � m N N w` w m Dated: February 17, 2000 d a "+ 1240ACRE3, 1.1,121 SQ FT W + �•, .. ~ R 2.997ACRES, 1J0,09ESQ.FT I 0 "Revised this 22nd Say �i EXC.ROAD RO.W. of Ma ° W � Q Ma 2000. Q� ZI LU N 89 48' E 430.00' w R1 Q r" 395.88 ar r. APPROVED W QQ 34.1r Q ST. CROIX COUNTY �4I G >u 33 33 W I J PturYn4 Z**a and Parks Committee Q L O / � W $ MAY 2 6 20011 �I i 33 # np a rT .N ;. g to I 0 G7 ZI Z E�C. R0 N not worded within 30 days of usl y b approval NA and void shall be ,I N 8 9.14' 46' E 430.00' 2 w f o w 395 08' ; X 34.92' $ o LEGEND: 8 LOT 8 '4 2.320 ACRES, 101,041 SQ. FT. • 1•X24'IRONP(PEWEIGHlNG - Z 1.13 AN FT. SET .� M(C. ROAD R.O, r 8 r 2 1'1RONPfPEFOUND 100' n so/1 Scmma 394.28' 35.72 2 r -� W 41 DESIGNATED DRIVE. S B9 430.00' WAY LocuroN UNPLATTED LANDS ° W — N 89 46" E 430.00' ° to y $° 1 2394.06 r-r 100' c I $ O J Z ` T81 p( 11NE 3s. W ROAD SE 2 W ' �E S wI C�O ur / 41 g 2.320 ACRES, 101, o41 sa' FT. \\S ♦s y� p 00• 2.124 ACRES, 92,602 SQ. FT. � `� V •- ,........., 'I � I O EXG ROAD R.G. W. f' ^ + f,� -t a h it LAUR CE = a i 41.00' 352.26' ; 36.74 i g Q M W M HY W S pp i �: F a� 4 Z S 89 . 14' 46 W 430.00' 2 S 1713 I I z E y i FALL8, 1F W r` Q �� LOT ? ,C. H U ; o a F L A N D S VOL 10, P AGE 2872 QI W ,r+ y o 3o too C/11Lo io 1 � 30o aoo • SHEET 1 OF 2 Vol.14 Page 3862 Certified Survey Map Daryl Jones, etal. Part of the Northeast 114 of the Southeast 1/4 of Section 20, Township 29 North, Rang 18 West, Town of Warren, St. Croix County, Wisconsin, a f N eel OWE 5220.58' 1 Z h UN PLATTED LANDS 1 N 89° 10' 06' E 430.01 OWNERS ADDRESS: 17113 Stone Pine Bay 39 33.01' Hudson, W1 54016 3 4790.36' u E y This instrument drafted by Cr u Laurence W. Murphy -a � LOT 6 H r W W ~ eN 3.240 ACRES, 141,121 SO. FT M Dated: February 17, 2000 ° 2.907 A CRE S, 190,OO sQ. FT ` W a Exc. ROAD R o. w. I Z HW ' OC I;s. ' i o V y N 8 14' 46" E �430.00' 2 Cd �L•IJ- 395.88 ; r' �• FI 3 W 1 34.12 33 w LOT I 6 r- I. a '1 Z W $ g M 2.320 T. CRES, 101041 SO. F 2.193 CRES, 02, 20 SQ. FT. C. ROAD O. W. �32 Q � I f.) y I Z ROAD SETBACK LINE CL N 89° 14' 46" E 430.0 � ` / 1 395.08 V. ,92' g $ LOTS $ y Z W LEGEND. U; 2.320 ACRES, 101,041 SQ. FT. Vi O 43 - - 2,120-ACRES, - 02,742 i (e W 1' X 24" IRON PIPE WEIGHING �! EXC. ROAD R.O.W. I s Z Al • 1.13 LBS./L1N. FT. SET 100' 0 1 " IRON PIPE FOUND 394.28 ' 35.72 f y Q o SOIL BORING ( W id Sage 14' 46 �W 430.00 g • WAY LOCA ED U NPL ATTED LANDS u � N 89° 14' 46" 430-00 100' c k 0 '0� o /394. 06 35.94' ,4 $ w Q I RO D SETBACK LINE W , 2 a V Z _ 1 O T 0 -* 1� n i Z � U. ES, 101,041 SQ. FT. 2.320ACR 70f 2.1?I IXC.ROADR.O.W. Z $I 3 m au ` m 0 1 yl •• •• . /�/ � ° 393.26 36.74' i W. S X $ 41.00 352.26' .� LAURE CE . �t m W 7RIFALLS,.e HY C3 Z S 89° 14' 46' W 430.00' S 13 = a 1u l ►- Z �" �� LOT 2 C.S. N Uj - C .oA / U ...SC. 4` ,�� N J VO 10, PA 2872 y V- A ,LAND 4 ri e .� w y 0 50' f0 1 1 0 100,160' 300' 400 I�I SHEET 1 OF 2 Certified Survey Map Daryl Jones, etal. r Part of the Northeast 1/4 of the Southeast 1/4 of Section 20, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin. Description: That certain parcel of land located in the Northeast 1/4 of the Southeast 1/4 of Section 20, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin, more fully described as follows; Commencing at the East 114 corner of said Section 20, the POINT OF BEGINNING, of the parcel to be herein described: thence S 00 ° 00'00 "E (assumed bearing on the East line of the Southeast 1/4 of said Section 20) a distance of 1099.52% thence S 89 "14'46 "W 430.00' on the North line of I.ot 2 and Westerly extension of that certified survey map recorded in Vol. 10, Page 2872 of St. Croix County Certified Survey Maps; thence N 00 ° 00'00 "W 235.00; thence N 89 ° 14'46 "E 430.00 thence N 00 ° 00'00 "E 66.01'; thence S 89'14'46 "W 430.00'; thence N 00 ° 00'00 "I-- 797.93', to the East/West 1/4 line of said Section 20; thence N 89`1 0'06 "E 430.01' on said East /West 1/4 line to the POINT OF BEGINNING, of the above described parcel, containing 444,244 square feet or 10.198 acres, being subject to easement over Easterly portions of said parcel for town road purposes as shown on this map and also being subject to easements of record. This instrument drafted by Laurence W. Murphy Dated: reinluary Note: Each parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing and parcel contact the St. Croix County Zoning Office and the appropriate Town Board for advice. State of Wisconsin) County of Pierce) 1, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owners, Daryl Jones, etal., 1 have surveyed' and divided the lands shown hereon in accordance with official records, Chapter 236.34 of the Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. � LAURI M W MUR HY I oc .. C •` S 1 3 F J• R FALLS, ,i �� .' •. Wisc. Q`, , • LARD SHEET 2 OF 2 6 FLED e NAY 2 6 2000 ► r � WHVJN H. l5'ALN 31 623762 L � Certified Survey Map Daryl Jones, etal. Part of the Northeast 114 of the Southeast 1/4 of Section 20, Township 29 North, Rang o 18 West, Town of Warren, St. Croix County, Wisconsin. v ' f Nde'1 0'06 "F bYT0.36' -r' UNPLAYTED LANDS ; OWNER'S ADDRESS; N89 430,01' �- ►� ? 17113 Stone Pine Bay v p Hudson, WI 54016 ; 4790.36 ENY11 i1NE 39.01' This instrument drafted by a I wl 0 i Laurence W. Murphy i ^ LOT 6 a Dated: February 17, 2000 161 3.240ACRES, 141,121 sQ. F T. h I I W N 4 2.997 ACRES, 130,098 sQ. FT. "Revised this 22nd day ti 4xC. ROAD R0.W. • 0 of May, 2000." y t o Z h q ' S7 N 89• 14' 48' E 430.00' 42 395.88 'L Jj APPROVED 4 w o 3 � 1 33 33 j I w ST. CROIX COUNTY W �I L O�'� i I P%Mrq Zonirq and Parka Comee Q $ e m n r S , CL �I L° 23mAt s rol;oal sQ. !+T '� r te , 1�! - I g "i j MAY 2 6 2000 I� Iq 2.133ACJWS, 94,929.3 iT. isn + wo 01 ea 2 E�C RQ40�R.O.W. 1321 I . I o so M not rocorded wlval Wn 30 days of �I appro date approval shall be " null and vdd N 89. 14' 6 E 436.0 W I f 3958' ; 4 34.92' o $► o LEGEND: g LOT $ w V 2.J20 ACRES, 101,041 SQ. FT. h 1 2129 h I' O • I • X 11' /RON PIPE WEJONlN6 N n ` ACRES, • 9$742 S0.• P'I: ' A - MCC ROM A0. W. I w I' IRO N FT. SET P(P , , i s •� ji 1'IROP1PEFOUND 100 1 35.72' 2 O SO& BOR1NO 394' ?8 i 10 p S 89 W 430.00' W t+ tu • 0 ` Sr `" 4T "`' UNPLATTED LANDS W w�v�oc�rrov °" _ N89 "E 430.00' `$ y y $ 394.06 100' o $ O Q ROAD SErSACK UNE 35 ' WI g w `,I �p 111 1 1111t {vi r = Q 41 g 2320 ACRES, ior,o4lsQ.'PT, � 8 ,��•` �$Ci O lVS 4 00' 2124 ACRES', 92, 602 SQ. PT. arC ROAD R .O. $ I 1 W. , Z $ f W r '� S 41.00' 36.74' !f LAURE CE Y cc . 4 352.28' ' y K m W M �H z S 1713 S 89 14'46* W 430.00' E Nom. WILLB,, � l LDT 2, C.S.M� H I W o a• VOA 10, P AGE 2872 ; AND IIIIIIIIe / ►1 x OI U W SCALE 1" ■ 160' O 70' 100' IS 200 300• 400' SHEET 1 OF 2 Vol. 14 Page 3862