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032-2096-80-000
W o o I 0 a � I N o N d C N O O 7 O m m E i > co O x h as — o 'o '� a N O Z M N O C — N > U L N N O LL o 3oN� N o CN Q rn N 3 � v Z N N Z w UJ O w :!� £ O M w C. m H Z O 2 d a � E O N `•W E o � I v � N • N � A l Q w 2 z z N C o � .. 0 v 0 lC £ N N Lo i .. > Q Q • A .`+ a c O C co I H H H d ul = o o o • r.a c C. C. C. *� a 0 0 0 (D _ Cl) O Z ca O O � °° O E N O 'C3 N m ? a N N A c 7 w co y O J N N ►+l ° c °� a c O E c: R a 0 o f O U 7 7 4s O p 0 " W F- O N (0 (0 U d 0 CN T L � � � C N N (6 J N N 19 it4 _N O O N y c 1 (7 (7 gy o N C N O N N . C c - C E D O Q tC v� IL �t o ` C w ,c c r� ca E 3 :° o `�1 A 0CL 0 (nv Wisconsin Departmer?fof Commrce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420591 0 GENERAL INFORMATION (ATTACH TO PERMIT) ate j 11�� ID No: t Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. i=s = Traµs . /Q • ' ", Permit Holder's Name: City Village X Township Parcel Tax No: Reiman, Leon & Lori Somerset Township 032 - 2096 -80 -000 CST BM Elev: Insp. BM Elev: BM Descri tion: vt) - o a•a �� Iq,3o. 1°13 TANK INFORMATION ELEVATION A TYPE MANUFACTURER CAPACITY STATION - BS HI FS ELEV. Septic / C�o O Benchmark Dosing Alt. BM 6� �0 Aeration - Bldg. Sewer Holding - St/Ht Inlet S IoZ � 7• � TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intak ROAD Dt Inlet Septi } , , 30/ / C , Dt Bottom ^ s Dosing I/ eader /Man. Aeration J Dist. Pipe Z� 2 . 9 8 tA .O Holding Bot. System Nnal Grade PUMP /SIPHON INFORMATION w:L� � 'oil► Manufacturer (� Demand St Cover (15 GPM (1 _ DO+ l - 7 Model Numb r 1• Q) TDH Lift - A-O Friction L '30 System Fjear TD�H i ( Forcemain I Len� 19$0 gth( Dia. 2t , Dist. to Well ' r SOIL ABSORPTION SYSTEM 3 • W tt>c : 1* `) %,07 BEDITRENCH Width r Length No. Of T- rermtM PIT o. Of Pits I ide Dia. Liquid Depth DIMENSIONS C1 ( J; � SETBACK SYSTEM TO P/L \ BLDG WELL LAKE/STREAM C NG any er: INFORMATION Type - Of System: Model t+ e • DISTRIBUTION SYSTEM w`sfP•L Header /Manifol Distribution 1 t x Hole Size x Hole Spacing l Vent to Air Intake g �A� Z1I P }� D p 9 I/� It �� r Len th Dia Length • •QA. is S acin SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded t x Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes No [] Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Insp on #1:�/ / Inspection #2 . N 1 0 [/ [ 1j] "" Location: 1537 Oak Ridge Lane Somerset, WI 54025 (NE 1/4 NE 1/414 T301Y W) Green Acre C Wstates Lot Parcel No: 14.30.20.936 r 1.) Alt BM Description = STCO 2.) Bldg sewer length = 1 2 / �^ - amount of cover = 3.) Contour = _ * 7 lan � e o vlsi oo n � equlred? Yes .- No Use other side for additional information. SBD -6710 (R.3/97) L rkte j _ sepctor's Signature Cert. No. k_&V4LV _ Is A Safety and Buildings Division Candy - 201 W. Washington Ave.. P.O. Box 7092 l SC'Onsin Madison, WI 53707 - 7082 Site Address Department of Commerce 3 7 Z -D -d 'L IP-37 Aa Sanitary Permit Application Simita'' � Aw ` Number �`�'' � to accord with Comm 83.21. Wa. Adm Code. parson) You provide D Mack if Revision may be used for Law, s15.04(1 I. Applkdon Information - PkM Prim A0 Irtforunation LRE EIV Pan 1•D- Number t fT,.,�4. ►�. Property Owner's Na me Number 2 7 2002 3L 9 .936 Properly Owner's M adag Address Locmion OIX COUNTY NG OFFICE 'A CC- 'A; S T N. City. State 71 p Code Pbone Nam 1,ot N;pa Bl N umber Subdivision Name C'SM Number _ II. ype of ( an that ripply.) �' w•^ �""'� � 13(qty GY 1 or 2 Family Dwelling - Number of Bedrooms tr in ; �' 0 Pmbiic/Commercial� Use i Tow nsbip �D� /XSfl,1r 0 State Owned Newest Road M. Type of Mroft (Check only one boat oulne A. Numberdng b for interrutl use.) line B, if appkabie. A. 1QrNew 0 Reoncement System 30 Replacement of 60 Addition to Fur Coady use S Ys Tank Only S B. 0C7ucck if Sanitary Permit Pnwiousiy Lwow Permit Number Date Issued IV. Type of POWT System; (Check ail ttmberdag la for internal use.) 44 0 Nom - Pressurized In-Ground 21 0�' N 47 0 Sam Filter 50 0 c5ed wedand 22 0 Pressurized "round 41 Holding Tank 48 0 Single Pass 51 Drip Line � 45 0 At -Grade 46 OAaabic Treatment Unit 44 0 Rxinailatimg 30 OOther V. Area Information: Design Flow (XWD Del Area Dispersed Area Soil Application. Pereobuion Rate Systmt Bdevadon Find Grade Rupi G� Proposed Oys/Sq.Rd) (Min./Htch) Elevation 5 -a m/. VI. Tank Info Capacity in Tod Number • Manufacturer Prefab Site Sad Fiber Plastic Gdloms Gallons of Tanks Concrete Constructed Glass New Exbrioa Tanks Tanks Span 00460 wh9lak Daft CMMber ci VII. Respotty Statement_ Y, the uodvadBsed, aasaaue for 1ars�tion of rot t"oWTS shown as the tMtaehed Plue 1 me (PrW Perk g w s Si gOdte�`, '7MRS Number Bunions Pmme Number Plumber's ss tteet, . xm Cade 7t5— J Spooner, Wl 54801 VIII. Use �t DiaWovea Dope tasted l zn=- ) )M Approved 0 Owner Given Initial Adverse SAY a IF (includes, Groundwater 12 1 Determination smrrlarge t ee) 2 / D3 / IX. Contgblons of A `O VaI/Reasoos for Disapproval c� / 04 w�c ors Attach auaplen phns pu tee County nab') for the system on paper not teas than KU 211 inches i• sine —.A Lt11V Scale 1 "= U Page 3 of c>>v - To j C1F llzk PVC PtpE _ e l cY3 aS' W ' m A�t W 7 WD 1r c 5 a-Z �rv�v`z qy, $° -� 0 1 _ Co � 11' � °ly - 2 1 - �? 'zl W 0 t 1 a A - �T OR 0 NO _ 1. Elevations shown are existing ground elevations unles 2. Install 4" observation s otherwise noted. 3. Septic tank to be Pipes with approved caps. ( Z required). ��_J 800 gallon capacity manufactured b 4 • $encii mark S S� Fi L C' 5. Divert surface water around system to re p vent ponding at the uphill side. Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary November 08, 2002 ELRD 'CUST ID No.267341 ATTN: POWTS Insp ^00 2 ARTHUR L WEGERER ZONING OFFICE ; WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNT ' PO BOX 74 1101 CARMICHAE OrFiCc RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/08/2004 Identification Numbers Transaction ID No. 806620 SITE: Site ID No. 653110 Leon & Lori Reiman Please refer to both identification numbers, 1537 Oak Ridge Lane above, in all correspondence with the agency. Town of Somerset St Croix County NE1 /4, SE 1/4, S14, T30N, R20W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 880342 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 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.01101) .�. and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION ,jt R 01V 2.0" SBD- 10706 -P (N.O1 /O1). EDL on Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. NT OFCOMMERCE Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal �TEY are prohibited. 2 ;7 he 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 & 812E • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. 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. ARTHUR L WEGERER Page 2 11/8/02 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 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 I TITL SHEET Page of FOUND SYSTEM FOR A BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10691 -P and the Pressure Distribution Manual SBD- 10706 -P (N.01 101) (N.01 101) LOCATED IN THE 1/4 OF THE SE 1/4 OF SECTION )1 4 , T 3o N, R Z-U W, TOWN OF SpY✓��'1ZS- S�". L UC COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR 'MA1 L W UU1� Z3v Z� MI\j 5S 1.Z 9 PREPARED BY WaCGEI=;.ER SC3 11 TEST' I rqCG AND. DES Z SaRV S CE COr P.O. Box 74 421 N.Main St. River Falls, WI 54022 APF Phone 715 - 425 -0165 MME Fax 715 - 425 -6864 ay iP�o M1 SEE CAF `� we t9 !? 6'! 0 n JOB NO. 0 z-- V vO/� Mound System Management Plan Page Z, of Pursuant to Comm 83.54, Wis. Adm. Code ` Septic Tank - The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113 Wis. Adm. Code. he operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th utlet filte shall be cleaned as necessary to ensure ou proper operation_. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may s g o — the ee filter - when removed from its enclosure. If the filter i e ilte s equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstern 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 for frost protection. Influent quality into the mound system may not exceed 220 mg /L BODS, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [-S$8- ] 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. Contin enc 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 shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning-Office at The system installer at G� Y� The tank manufacturer at Z5 oo_a $L�S� Iti�QS�Z The effluent filter manufacturer at The pump manufacturer at YLUl t'LAN ' •Page 3 of `1 Scale 1"=L)0 LlQ EL. 100-0' O ,J - T0 - 0E- !!z`� PVC_ PIPE, I 1 � 1 L^ X r X Q , Y v� LU Lt I VR _ - - --- �? o o T t0 M'P R---T OR 1 s 7v 1Z L3 Tit A I A S � _ O N NOTES: _ 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be \ Zoo JSoo gallon capacity manufactured by 1.✓ / P,- 4. Bench mark S S PMoUL 5. Divert surface water around system to prevent ponding at the uphill side. Pace A- Dorove; Svn thet.ic Covering ASTH C33 Oistribution Pipe Medium Sand Topsoil _H F �1 E p u b Slope Distribution Cell of Force Main Flawed z" to 2 Aggregate From Pump Layer D 0 E 1.58 Ft. CROSS SECTION OF A MOUND SYSTEM F O . a Ft. G O- S Ft. A C Ft. H 1.�3 Ft. Linear Loading Rat: = q -D CPD /LILT FT 8 6- Ft Design Loading Rate= O.y GPD /SQ FT I i q Ft. J y Ft. K :A Ft. F-a _ W Z- Ft. l - Observation Pipe A a-� --- - - - -- --- - - - - -- ------=- - - - - -- =-- - -- 6-B Force Main W e ---.L - - _ - - -- - - - - - -- ---------------- Distribution � . — � �� 1 �� Pipe 2� Cell of � to z a ggregate Observation. Pipe (Anchor secrely) - PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout pag S of Place the holes at the bottom of the distribution at equal spacing. Remove all burrs from the pipes Pipe and 'Holes. Extend the end of each lateral up with the use of long turn or 45- fittIng to a point within si inches of the final grade. Terminate the ends of the laterals with a valve,: threaded can or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug, p vC FuC P vC Lateral Manifold Lateral x x x x x2 i x2 x �,L X �1� Lateral Length — e ngth — Distribution Line rL — —o h pst.11 FtJ � S i — G o P 3 1 S Ft. Hole Diameter 'Ja Inch - S 3 Ft. Lateral Inches) X 3 6 InchPS Manifold Z Inches Force Main " 2 Indies ;i of holes /pipe I Invert Elevation of Laterals lUo•v i �1xo.y,l= �tSlx Z� .ob Gad Combination Sept,3.c; and f PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS' PAGE b OF 7 NEUT CAP WEATHER PROOF JUIXTIOU BOX . `I'C.I. VENT PIPC APPROVED LOCKIMG 1 FROM DOOR., 1 COVER ;-JIV �sP�Lt1aW PIPE - itUDOW OR FRESH wAf2tvI1JG LP J1PrtVzrsttTcnp ALP IN x colr,rw,r F1 IV LSrF© 6 .mow. L L, Q 1 4 .t I Y MIU. i �__ � ,e•MIU. IIJLET PROVIDE AIRTtGHT SEAL ( I I I � e az=rLt J Approved zfv5- Hwrft A I ICI Approved joint ra/ ��0 I i I joint w/ PVC p1 ALARM PVC pipe I I I I ow I I CLEY. fL PUMP -" --J OFF o _ COLICK - DLOCK - RISER EXIT PERMITTED OIJLy IF TAWK MAuUFACTURIER HAS SUCH APPROVAL 3 "APPRa.Fp IUDOINQ SEPTIC F SPECIFICATIOUS TA N W. 1�1 01J eT: 7� TAK MA►JUFACTURCR: M6EA OF DOSES: 1 S. 6 PER DA- TAWK 51ZE : 1 Z Up / $O O GALLOU IJLl DOSE VOLUME z ALARM MANUFACTURC.R: k L�.T US S S`Q� INCLUDING OACKFLOW: 133 GALLONS MODEL WLIMBER: 1 W �41.,4J CAPACITIES: A= `fl IuCHES pR y 0 U -3 GALLONS SWITCH TZPC: I LA?–L-f g = 2 IfJCHES'OR L � �I S G{kLLOUS PUMP t SOU \- � S // C ) 33 . 1 f r b NJC'HES OR GALLOIJS MODEL NUMBER: ��?D S D= 0 INCHES OR z GALLONS SWITCH TYPE: LIL0- (J -L' NOTE: PUMP AND ALARM RC To - 30- 6 MINIMUM DISCHARGE RATE GPM INSTALLED ON 5EPAR CIRCUITS VERTICAL DIFFERENCE DETWECIJ PUMP OFF AUD- 015TRIBUTION PIPE.. IL4.I'] FEET + MIIJIMUM IJ SUPPLY PRESSURE SO Fi:ET CS.� .3� + 21 FEET OF FORCE MAIN X 6 Z FT. g 100 FCFRICTIOU FACTOR.. FEET TOTAL DtWAMIC HEAD = 1- 6I FEET As per manufacturer ZZ_Z.I{ gal /in. Liquid depth 1 � `� - GouldsE t Submersible Effluent Pump - 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motorflousing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover. Thermoplas- • Homes components. Available for automatic and Motor: tic cover with integral handle • Farms manual operation. Automatic 'and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical ROM, points. • Water transfer 230 V, 60 Hz Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, , built in overload with automatic reset. preset at the factory. rated oil and water resistant. • EP05 Single phase: 0.5 HP, ■ Bearings: Upper and lower SPECIFICATIONS 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EPO4 built in overload with ■ EPO4 Impeller. Thermo- construction. • Solids handling capability: automatic reset. plastic Semi -open design /a maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal rotection. I Total heads: up to 24 feet. with three prong grounding p SP• Canadian Standards Association • Discharge size: 1 1 /2' NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo- (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F' or "AC ".) rotary/ceramic - stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 i • Capable of running -an i dry without damage to s 30, components. Pump: EP05 _ 8 — -- - -- - -, • Solids handling capability: 0 25 i 1 /a" maximum. W • Capacities: up to 60 GPM. 6 20 • Total heads: up to 31 feet. • Discharge size: 11h"NPT. z 5 • Mechanical seal: carbon- c 15 ! rotary/ceramic - stationary, _j 4 BUNA -N elastomers. I — EP05' • Temperature: ° 3 10 i l 104 °F (40 °C) continuous 140'F (60 intermittent. 2 0 _0 10 20 30 40 50 GPM 0 2 4 6 8 10 12 m CAPACITY ®1995 Goulds Pumps, Inc. Effective May, 1995 B3871 Nov 08 02 09:28p FOG =RTY PLUMBING 17156055286 p.2 0.9122/78'72 15:25 6516511520 P0SZWD0D PORTFULID praGE 02 bsp 24 02, OS : 13a avoid J. Steel 7IS2496095 P.2 1171 wism"Dep Womatofcawnna SOIL EVALUATION REPORT r►ige t d 3 a19lf" at Way am sump m .aoaft m wo calm id. wig. Aft. Cade sum so sww" 1ldrMW pl lie I;im0 roapq=not DW 4*1 cawJy SL Colic + oik"roe W" M►. r.rw* tttd to two a awarm" . dacm mi lry. &UN Oft MW aftaft*wl F" m m. Nd bmdm WA daUmio AWW4 tad 032�70fiG d�00 P1**aeEtrbN/i rA*tbrfNtsdnn. Rwie�d�y L>.N rum" waaraerDttuou�wtfra Rttatr4wyaN+aw ta>k prapwy Owrr Pr4vrq LonaCa+ Rdnan, L ou a Lott Gaol lot WE TN' SE' 1A 9 Id T 30 N R 20 W GrerPi L9te 61aa1ctY 3dW tY MOfCtW no Crean AonoG C6tmtty Ed1i1m Ctry 9hdr zip �rl! 1�hC/le IiMAhOdf cr � VdWp it t9m Haw"t Rowd t lrvaorQ� h 4. �Sh (.Ay`-!!P - /A , __ „M 5omatcal scan Camp Rd. Ilirrwc�nalNC4an U — !9 Rw as rNlsNtrr•r4Waewrr A Ce%A -..A Aftir 4kwmaim FAO an R%*oW * J a+,t lA w Nmrdrdrr- 1)ftcrW: vytaCi ftbgw Gi*t:iil O!R. #; om Pon srnwfan, d ap* ws no O otr<awrret and soDWOODIAMA: WIMr4 ftsip 11rit*Itt als+ptlofl 99.'SUIk bsttadl an txctliui Mrn oa 502t Ig Pi pw o t3w .dwa 98.70 R paplarolaaa'r+ofaaw 38 in. �aAWCW ,Rmw rtnh+w Gig trafwt Gww owm4maiwa ft— um b” eo•acfr %ft d.4w*y RNtb "EtM1 `Etti2 1 A-0 low= :son* 1 2lam a* cs- 2a .5 14 2 d-1S 10yfA14 note aR 2mcxlt Ink Ow 1c .5 .1 15."Pt 1CYWlrS none slcl 2RtcCR rfttr pw Tc t 6 4 WTO 5W49 4207.9yRA w1w am- na n* to 0 .0 �8critpi � PI armr l Wow Amv. 99 70 w 0*0 G& whWAa+ad& 4 1 in HaFrm Crash �" iA4datDbt/�1on Udre, 9ruektn CauaMtrs Bariarry RA* .�JrICt 1 0-0 10yr'!r1 two* t 2mabk rnk ct 2c .5 A 2 6-16 101fn114 rims A 21mbft ntir Ow 1c .5 A 3 TO-41 loan Anne iiel 2frim* In cs 10 4 .9 4 41 -TO sy#N o7!d7, ec Ys1 om PA• fta na 4 0 • tilhwnr.l - r+oo 30 no Amt air rss ��o Aso mg& • emwtte IQ - WD _3a r,+gn w a rss �o ,L CST tQ= new J_ skmi 2489-% *Jr— aw 'sam *WNW }r � � �Nh�re CWOdOOW fMltwni hw~ 1 M frawAlMtrtitd Y 151017 ,/ � iNZir7t]O2 715.2464035 1171 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Sal Service Attach completesite planon paper not less than 8h x 11 inches in sae Plan must Coun indude,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 mad. Parcel D. 032 - 2096 -80-000 Please print all information. C r P !� 2 Pt-nal mb mafifm yam - provide may be used for semndM purp— (Privacy Law, s t5.04 - (1) (m)) •� 2002 Property Owner Property Loon ST. CROIX COUtviTY Reiman, Leon & Lori Govt. Lot NE 1/ NG FFI 'E R 20 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# I&I3k (Trab,J dabs Tr• 8 na Green Acres Country Estates City State Zip Code Phone Number City . Village it Town Nearest Road C") 0a bu ry M n. 0,179 (. / "f -lar Somerset Scout Camp Rd. New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material Glacial -Drift Flood plain elevation if applicable na General comments and recommendations: Mound design-, system elevation 99:50ft based on contour One 98.50ft- # Boring - l Pit Ground Surface elev. 99.70 ft- Depth to limiting facto 38 in. Soo Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/)t2 *Eff#1 I *Eff#2 1 0-6 10y►3l2 none I 2msbk mfr cs 2c .5 .8 2 6 -15 10yr4/4 none sil 2msbk mfr 9w 1 c .5 .8 3 15 -36 10yr4/6 none sic[ 2msbk mfr gw 1c .4 .6 4 38-70 5yr4/4 c2d7.5yr5/6 seUsl om na na na- .0 .0 Boring # Boring e Pit Ground Surface elev. 99.70 ft. Depth to limiting facto 41 in. Sod Application Rate Horizon Depth Dominant Color Redox-Description Texture Structure Consistence Boundary Roots GPD/lt? *Eff#1 *Eff#2 1 0-6 10yr3/2 none 1 2msbk mfr ca 2c .5 .8 2 6 -16 10yr4/4 none sil 2msbk mfr gw 1 c .5 .8 3 16-41 10yr4/6 none sic[ 2msbk mfr es 1c .4 .6 4 41 -7G 5yr4/4 e2d7.5yr5/6 scl/st om na na na G 0 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) nature: CST Number David J. Steel � ` 248956 Address Steel Sal Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, W1 54017 / 9/21/2002 715- 246 -5085 property owner Reiman, Leon & Lori Parcel ID It 032 - 2096 -80 -000 Page 2 of 3 a Boring# Boring Pit Ground Surface elev. 94.30 ft- Depth to limiting factor 33 in. So- Applicaton Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 'Eff a 1 0 -5 10yr3/2 none I 2msbk mfr cs 2c _5 .8 2 5 -33 10yr4/4 none sil 2msbk mfr gw 1 c .5 .8 3 33 -70 10yr4/4 f2d7.5yr5 /6 Sid 2msbk mfr na 1f .4 .6 Boring I F-I # Boring a Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon- Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 F Boring# Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Hor¢oa Depth Dominant Color Redox Description Texture Structure Consistence Boundary. Roots GPD1W *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 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 STEEL'S SOIL SERVICE David J. Steel 1,-eon 4 ,Coy; �( e,:,*s.. 1564 Cty Rd GG CST- POWTSM %y.3�� StyT�av�Ruw New Richmond, WI 54017 Lic. # 24$956 �y� (715)'-)46-62M Toci.t oFSao,e�s�L� 5t tro%r�. (715) 246 - 5085 G�ern Q c �e i Coati /ry t�SLu t� l /•of �� r °,w ` �-t d G /Nl ci 0:- P i3e„�ti�Ark 4 31- 37- % d� y2 r ptie , f' Pc - ��rryS � S �3- �g• P� s6 11/17/2002 16:32 6516311500 ROSEWOOD PORTFOLIO PAGE 01 Dec $5 02 0J:49p FOGERTY PLUMBING 17158356286 1a.1 ST CROIX COUNTY SEPTIC TANK MAfNTCNANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Mailing Address „ /®4/.," .C.td" a Property Address Pre Q Lik (Verification required from Planning Department for new construction) CQ. City/State fuL1D� �1.� �y�� Pa =l Identification Number , e��it►� »,3r1�- ,�--". �.b) LE-CPAL DE"PTION Property Looptian AM— ' /•, r^ ' /,, Sec. -ft/, TAZ -R . W, Town of A.. ...k. Subdivision X Aa► .' C 2=g&nffl t f _ Ar&6= Lot Certified Survey Map fl ! , Volume . Page 9 Wai*ratity Geed # 5' 7� Voltune . Page.w - Spec house ❑ yes G;P no Lot lines identifiable Q10 Q no sys_TF>uv v r9V . Improper use xad main tensoce of your septic system could result in its premature failure to handle wastes. Proper maintenance conatists of putmittt a cur the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system C alUct the h(nctioo of the septic tank as a treatment stage in the wave disposal systeto. ' The property owner agrees to submit to St. Croix Zoning Department a certification form, sigtxd by the owner and by a •ittasterpl(mber, jormteyman plumber, restricledplumber or a licensed puvgw verityiug that (1) the on -site wastewater disposal system is in. prttper o terating condition and/or (2) after itupeetion and pumping (if necessary), the septic tank is less than 113 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set loath, herein, as set by the Department of Commerce and the Departincnt of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained mum be completed and returned to the St. Croix County Zooing Office w idtin 30 day f the 7a v.ar .r�iF%NAw 2ii cs'3 5lCN,A 0 —APPLICANT DATE AR— ER Tj�,Ol� I (are) Certify that all statements on chit form t are true to the best of my (our) knowledge. I (wc) em (arc) the owncr(s) of the rope escribed above. by virtue or a warranty deed recorded in Register of Deeds Office. iGN OF APi'LICANr D "• "` Any informat that i< mis -re I • .00 presented Rtay result in the sanitary permit being revoked by the Z oning Ocpartrrtent. Inelld: Wilk this application: a swtttped warranty deed from the Register of Deeds office a espy of the certified survey map if reference is made io, the warranty decd S Y�g� 1728PAcE 217 rr STATE BAR OF WISCONSIN FORM 2 - 1999 657 "E31 4 WARRANTY DEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS Sr. CROIX CO., WI This Deed, made between Carol I. Laitala, RECEIVED FOR RECORD 10- 01-2001 9:45 AM -- - - - - -� -- — WARRANTY DEED Grantor, and L eon Neiman and Lo - eiman, husband and wife EXEMPT I CERT COPY FEE: COPY FEE: - - - - -- _ TRANSFER FEE: 261.00 RECORDING FEE: 11.00 Grantee, PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (ifmore space is needed, please attach addendum): Recording Area Co l Green Acre Country Estates Township of Somerset, St. Croix Name and Return Address o Uri ty, Wisconsin. Edina Fealty Title D 400 S. 2nd St., #115 Hudson, WI 54016 3,3 a 032 - 2096 -80 -000 Parcel Identification Number (PIN) This is not homestead property. Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Pt) (is not) Dated this day of A ugust 2001 - - -_ -_ — - -._ Carol L Laitala AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) _ &ey ( iC — County ) authenticated this day of t ?y TN Personally came before me this day of August 2001 the above named Notary Public Carol 1. Laitala, TITLF: MEMBERR ' STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized b y Q 706.06, Wis. Stars.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY e td - i Attorney K 5 a Ogland Fhudson, WI Notary Public, State of Wisconsin 5 40 4016 - My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ' Names o(persons signing in any capacity must be typed or printed below their signature. mrowanon P,ofesaonais company, Fond du tae, wi STATE BAR OF WISCONSIN 800655 -2021 WARRANTY DEED FORM No. 2 -1999 A / �� ....... ............ W ::LOT 9 J 3.00 ACRES • f ' : • 130,724 SO. FT. W N g = 44 .3 oT 8 1 1 3.00 ACRES v 130,725 SO. FT. IL g N g? s le IL r, v1ATCH soxis 3 SEE - SHEET 2 OF _x,I I N; FF T I OF 3 S ET C 5 E S 1039 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Sal service Attach complete site plan on paper not less than 8%: x 11 inches in size_ Plan must County St Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsiorrs, north arrow, and location and distance to nearest road. Parcel I.D. C3Z " ZK(v ZO - d as Please print all it om4t'*C E I V E D R By Personal information you provide may be used for ndary purposes (Privacy Law, s. 15.04 (1) m)). D o; /O Z Property owner A 1 4 2 0 0 r Location Reiman, Leon & Lori Govt. L t NE 19 SE 19 S 14 T 30 N R 20 W Property Owner's M ' Address ST. C R O I X C O U N of # Block # Subd. Name or CSM# /Dtf3 (7rc Oaks Tr . ZONING OFFICE 81 na Green Acres Country Estates City State Zip Code Phone Number City Village jr Town Nearest Road Woo dbur y MO. 5F 1 7-5 6h / - `/�/� /1 /� Somerset Scout Camp Rd_ New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement j Public or commercial - Describe: Parent material Glacial Drift Flood plain elevation, if applicable na General comments and recommendations: Mound design, system elevation 99.45 ft based on contour line elevation 98.45ft Boring # Boring Pit Ground Surface elev. 98.55 ft. Depth to limiting factor 84 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF *Eff#1 I *Eff#2 1 0-6 1 Oyr 2/2 none I 2msbk mfr cs 2f .5 .8 2 6 -12 10yr3/4 none sil 2msbk mfr gW 1f .5 .8 3 12 -35 10yr4/6 none sicl 2msbk rnfr cs 1 f .4 .6 4 39-49 7.5yr3/4 none scl om mfr gw na .0 .0 5 49-84 7.5yr3/4 none sl om mfr na na .3 .5 Boring # Boring Pit Ground Surface elev. 98.55 ft. Depth to limiting factor 37 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= *Efr#1 I *Eff#2 1 0-6 1 Oyr 2/2 none 1 2msbk mfr cs 2f .5 .8 2 6 -14 10yr3/4 none sil 2msbk mfr gW 1f .5 .8 3 14 -37 1Oyr4/6 none sict 2msbk mfr 9W 1vf .4 .6 4 37-84 7.5yr3/4 none scl om mfr na na .0 .0 * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS <30 mg/L CST Name (Please Print) nature: CST Number David J. Steel 248956 Address Steel Sal Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, 1 54017 7/26/2002 715- 246-5085 Property Owner Reiman, Leon & Lori Parcel ID # Page 2 of 3 Boring # Boring Pit Ground Surface elev. 92.45 ft. Depth to limiting factor 8 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnicture Consistence Boundary Roots GPD/ft= *Eff#1 Eff#2 1 0-6 10yr 2/2 none I 2msbk mfr cs 2f .5 .8 2 6 -13 10yr3/4 none sil 2msbk mfr gw 1 c .5 .8 3 13 -46 10yr4/6 none sic[ 2msbk mfr cs 1 c .4 .6 4 46-86 7.5yr3/4 none sl om mfr na na .3 .5 horizon 4 appears wet ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to Limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Raots GPD/ft' *Eff#1 *Eff#2 F—I Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. �i Apo cation Rate. Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ftz *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD S 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 r - 1 r' Page 3 of 3 STEEL'S SOIL SERVICE David J. Steel 1564 Cty Rd GG CST- POWTSM New Richmond, WI 54017 Lic. # 248956 eO N.� ,Lvr,' A - an (715) 246 -6200 Alk k S,E j�� S /�, T34N /t va) (715) 246 -5085 Twn O F Sai►+r Sf Croi Co . 6 repn *Gres Cou7'`f EsAtf'.. l 40t 77' 30� 13 t Y a �_' % 3PnG � � G r/r t` /rvaf /DO,Od�!- T /t "5444- p; p<- ° .b= %3orinyS 77' ` j3a�in� �leva�ia'►S 1 Q 132= 9 8•SSFr X33 Ali gLL..q7� Como a. r ,.dal. ss / ���� -07 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code ' COUNTY St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. pendin APPLICANT INFORMATION- PLEASE PRI NlQft1fATI0N REVIEWED BY DATE PROPERTY OWNER: "; PROPERTY LOCATION Leroy Urhammer GOVT. LOT NE 1/4 SE 1/4,S 14 T 30 N,R 20 for) W PROPERTY OWNER':S MA!I.ING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 1501 Scout Camp Rd. #8 as Green Acre Country Estates CITY, STATE ZIP CODE PHONE NUMBER OCITY []VILLAGE MTOWN NEAREST ROAD Houlton, Wi. 54082 715)549.: 6497 Somerset Scout Camp Rd. [ it New Construction Use [x [ Residential / Number of bedrooms,.- 3 ` ( ) Addition to existing building Replacement [ J Public or commercial desrxtbe Code derived daily flow 450 gpd Recommended design loading rate nP bed, gpd/ft - 2 trench, gpdm Absorption area required nP bed, ft2 . 2 trench, ft Maximum design loading rate np bed, gpd/ft - 2 trench, gpd/ft Recommended infiltration surface elevation(s) 112.85 ft (as referred to site plan benchmark) Additional design/ site considerations system el. based on contour line of el. 111.85 Parent material glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem O S E7 U ®S Cl U [] S f7 U ®S C3 U O S ] U ❑ S 91 U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon Texture Consistence Boundary Roots In. Munsell Cu. Sz. Cont Color Gr. Sz. Sh. Bed JTw& OWN 1 0 -6 10yr2 /2 none 1 2msbk mfr gW 2m .51-6 ><t;> 2 6 -18 10yr4 /4 none sil 2msbk mfr gW if .5 .6 Ground 3 18 -40 10yr4 /6 none sicl 2msbk mfr gW na .4 .5 1 TY. 2 g. 4 40 -75 7.5yr4/4 none sl 2mgr mfr gW na .5::.6 Depth to 5 75 -90 5yr4/4 none sl m na na na .4::.5 limiting factor 90" Remarks: Boring # 1 0 -10 10yr2 /2 none 1 2msbk mfr gW 2c .5 2 10 -20 10yr4 /4 none sil 2msbk mfr gW 2m .5 .6 3 20 -39 10yr4 /6 none sicl lfsbk mfr gW if .2.3 Ground elev. 4 139-53 10yr4 /6 c2p7.5yr5/8 sicl lfsbk mfr gW if .2 .3 1 Depth to 5 53 -65 7.5yr4/4 none sl 2mgr mvfr gW na .5 .6 limiting 6 65 -75 5.yr4/4 none 1V m na na na .4 .5 factor 39 Remarks: CST Name:— Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th Ave., ichm d, Wi. 54017 9 -18 -95 cstm02298 Signature: Date: CST Number. PROPERTYOWNER Leroy Urhammer SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D.# pending Boring Horizon Texture Consistence Roots g Depth Dominant Color Mottles I Structure I Y Bed iTrench I GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 3 ? 1 0 -6 10yr2 /2 none 1 2msbk mfr gw 2c .5; .6 2 6 -15 10yr4 /4 none sil 2cp1 mfr gw if npj .2 Ground 3 15 -25 10 r4/6 none sicl 2msbk mfr gw if .2i .3 elev. ; 10 4 25 -51 7.5 r4 4 none is osq mfr Cfw na .7 .8 Depth to 5 51 -65 5yr4/4 none scl m na na na np .2 limiting fact[ 1 Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # L2iQA \tiri4iiii: Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. j ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) STEEL'S SOIL SERVICE Gary L. Steel Leroy Urhammer 1554 200th Ave. CSTM2298 NE4SE4 S14- T30N -R20W New Richmond, WI 54017 MPRSW 3254 town of Somerset (715) 246 -6200 lot #8 -Green Acre Country Estates N 1 " =40' BM.= top of SW lot stake C el. 100 +DI Gary L. Steel 9 -18 -95 BL K flC CONSTRUCTION 6ERV 1 CE PHA N[3. 651 936 1119 Jul. 26 2002 12:11 AM PI r.•+� - 1 ` 19?1. 07 - 0"i i� r 22 8732 P. 03/10 " .. A 5 . t3� x]2.3 ��� 1i] ttt7 � `•. •. �T '� t �= , 3.00 ACRE$�'� , '3C. ?27 30. RT. Ld ..... «........... !'LOT 9 f � 3.0C aCPEE 538.69' � i'/ ��� , �• t i � i ,� � 3> 3s• s , + � LOT 8 ! 3 00 ar4i.s ` x'•0,7 ? es,, CT. p066 .: A A-* Jot �. a'- i p o .05• ' V % ?INE -• JUL.