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008-1078-95-000
St. Croix County Planning and Zoning Friday, February 10, 2006 at 8:15:52 AM Detail Sanitary Information Page 1 of l Computer #: 008 - 1078 -95 -000 Sub /Plat: NA Section: 27 Parcel #: 27.28.16:4166 Lot: 2 TN /RNG: T28N R16W Municipality: Eau Galle, Town of CSM: Vol. 11 Pg. 3005 1/4 114: NE 1/4 SE 1/4 Owner: Mahoney, Pat 128 250th Street Woodville, WI 54028 State Permit: 405191 Issued: 06/25/2002 POWTS Dispersal: Mound Permit: Replacement County Permit: 0 Installed: 08/07/2002 POWTS Detail: NA Bedrooms: 3 WI Fund: POWTS Pretreatment: NA Notes Issuer /Inspector As Built Plumber Other Requirements Additional Notes Money Owed Not determined >4/1/00 - Not Required Lickness, Chris An A +0 site determination is needed for this Soil report 8/19/02 submitted to go with Leroy's $0.00 Jon Sonnentag Signed Off: No site before the mound may be completed. soil saturation determination report. Permit Kevin was out in Sept. 2002 and plans to re- paperwork missing from folder since 4/16/03 - ? shoot elevations on the mound Maintenance Scheduled Pum Date Pumped 1 st Notification 2nd Notification 3rd Notification 8/7/2005 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 405191 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: Mahoney, Pat Eau Galle Township 008- 1078 -95 -000 CST BM Elev: Insp. BM Elev: BM Description: a s: oo J 30 f L- � TANK INFORMATION ELEVATIOA DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark z oo 8 Dosing Alt. BM ow Pon Aeration Bldg. Sewer Holding VHt Inlet �, O St/Ht Outlet �r 7 TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic + Dt Bottom o' (PIP, a Dosing Header /Man. y /: Aeration Dist. Pipe f�' , l Holding Bot. System S.o Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number u 1`16 * Z �.a� � I IZ'?_ A /tSv' TDH Lift Friction Loss System Head TDH Ft Forcemain Length 7 Dia. fi D 2 ist. to Well F Ell L ABSORPTION SYSTEM tv" Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth - TAM ENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM L G INFORMATION CHA Type Of System: / / UNIT o Number: DISTRIBUTION SYSTEM Header /Manifold IDistribution x Hole Size tr x Hole Spacing Vent to Air Intake Pies L n G �r Length Dia gth 2y Dia �• Spacing 3 , 1 2 ,/ SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only ��` Depth Over Depth Over xx Depth of rFeeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes gfl No irk Yes BE No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:�/ _/ Oz Inspection #2: 0 / /+ —p �7 – Location: 128 250th Street Woodville, WI 54028 ( NE 1/4 SE 1/4 16 T28N R1 6W) NA Lot 2 Parcel No:t1 1.16.41613 1.) Alt BM Description = �OP 0'' toe /t! f 0 / rr cekd,� ;,, _S lve✓e GheekPd o f P � r + t"A 5 (0) /c{� 2.) Bldg sewer length= 2 t' ,$y5drt7tc� W� Afpea ✓e,4 7b 6e di S> ! e1 d ✓ekz 4414W4 - amount of cover = 7 yZ t• i l'Kk / &el c✓ -rte e 14 kopi zoo^ - 14 5 jo0. G✓a 5 3.) Contour = /, 2 S 4 Z jl �yy �� P�ta{r o s, < , �.�v /y �,� �rs�f �vY t±s7��� '�. Nawe(�P ✓, Plan revision Required? 0 Yes No Use other side for additional information. ET L I I I I SBD -6710 (R.3/97) Date Insepctor's Signature Cart. No. tnear �or 2 t"`011 �a �e X CGu ✓a�els, redo✓ �ep� T CoK le✓a 4r+ r✓ e 1e Dw -Jr`✓n a r. X'/4PIDz ®�✓ CoY.` I "Xi G� In.e5 �v /9w� �✓e�2�e✓ 4 /b Z ON_ s�� f ✓oc,� ./ors r `► Ar+ , G� roy �f��Grw`�`. �`Q�t G/Q5 Ver Sr w;�(ct `lo o 6 s cv UAT`n. 5 my St 4ll le r e 4i i id .1.1i t tJal a cal �.. S G.tn� 5 cef7h, i 7` Q k O 5 ;'F� DI G��w�,`�.a7� �e� �p ���c�/• � 7'Gj� GUpVP� ��rl�ior/r r`5 5 U�`h,�1Y� 5 � ft w; �� (lCc ly ✓e C�iv� a�°�° ���a,� r 0 x well 1 Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 N105cansi Madison, WI 53707 -7302 Department of Commerce Personal information you provide maybe used for secondary purposes (Submit completed form to county if not 2 S Gil [Privacy Law, s. 15.04(1)(m)J 33i S S 3 state owned. Attach complete plans (to tile county copy only) for the s stem t less than 8 -1/2 x 11 inches in size. Count State Sanitary Permit Number t revio application State Plan I. D. Number ,S"� D ty � l ei v ps / (v I. Application Information - Please Print all Informatfpn Location: 8• V6_3Z a Pro r 0 ` Name 2002 Pr��ty I-ocat o / -� / 1 9 /� /� 1/45,1/4, S24, VN, R / Property Owner's Mailing Address U Lot Number Block Num r _4 S ZON NG OFFICE t1oL — j/c 30 City, State Zip Code Phone Number Subdivision Nam or CSM Number II. Type of Building: (check one) �� ❑ City 13 Village -R- I or 2 Family Dwelling - No. of Bedrooms : -3 Frown of • Public /Commercial (describe use):_ • State -Owned West Road �( Mown u' disfi l/ ex-11 -f a ed akin crcfsw�_ ! /S- ° /°'�^ P � J Parcel Tax Number(s) • d � III. T vpe of Permit: Ch only one box n line A. Check box on line B if applicable) 6 ❑Addition to A) 1. ❑ New 2 ?eplacement 3. ❑ Replacement of 4. 5• System stem Tank Only Exis B) Permit Number Date Issued tin S stem ❑ A S nitary Permit w revious ssued IV. Type of POWT System: (Check all that apply) • Non- pressurized In- ground �un ❑Sand Filter ❑Constructed Wetland • Pressurized In- ground ank ❑Single Pass ❑Drip Line • At-grade ❑Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dis ersal /Treatm nt Area Information: afi 7� S 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade ft. Elevation Required Proposed to q• Min. /inch . ) ( ) r / VII. Tank Capacity in Total # of Manufiae&rer Prefab Site Steel Fi ass Plastic Information Gallons Gallons Tanks Con- Con- g New Existing Crete strutted Tanks I Tanks ❑ ❑ ❑ ❑ t✓ r -r _5 A! V1 ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on ? Business Phone Number Plumber's Name (print) Plumber's Signature (no stamps): /MFRS No. Plumber's Address (Street, City, State, Zip Code) r IX. County /Department Use Only / ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing A nt Si atur stamps) 2 Approved El Owner Given Initial Adverse Surcharge Fee) ,(f�� JL (Q 2 S D G��iz/bL Determination YY++ X. Conditions of Approval /Reasons for Disapproval: /`TUNA �,C�- 0, jl_y /A/ [ tCA%in Stl�v,J ° / SOILS ON 7 'W 1 - 5 t/7•- WAr7 goeA Su /TARE �O f} /J7°UND (.0�710N �PPROvErs P44-r Pj A^J. =r rs E5SeW77h(- j � V1R/r =y� � c � N� s ¢� � SP�cw6Nb- pa ,Aj, °T - �/t»+�er� oa Ccm P.a c r Soy L s w 1711' � °R /S' BEZor .d�ff� ft C49 X47 (1�1 �Nii^ltr S � t u5_7 J DWIZ- A i9c7= Q-I Go�G �y`l2in OPe7t -J F�P> 7 ✓� u�rt ss rv,2 n i�EAa7� !3� 77t//s sys7 '/k Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 I sc0ns n www www.commerc .wis c ons .wisonsin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Acting Secretary October 29, 2001 CUST ID No.691727 ATTN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL � � Identification Numbers PLAN APPROVAL EXPIRES: 10/29/ RECEI Transaction ID No. 684074 V E Site ID No. 637755 SITE: t -" Neil Britton I K Please refer to both identification number 128 250TH St -A 1 t"above, in all corres ondence with the a e Town of Eau Galle St Croix County NEIA, SE1 /4, S27, T28N, R16W FOR: Description: Thr Broom Mound System y Object Type: POWT I em Regulated Object ID No.: 817135 The submittal described above ha een reviewed for conformance with applica isconsin Administrati Codes and Wisconsin Statutes. The submi as been CONDITIONALLY APPR D. The owner,.as defined chapter 101.01(10), Wisconsin Statutes, responsible for compliance wi I code requirements. The following conditions shall be met duri onstruction or installa ' and prior to occupancy or se: • This system is to be constructed and located in ordan ith the enclosed approved plans a with e "Mound Component Manual for Septic Tank E t Private Onsite Wastewater Systems" S - 10572 -P (8.6/99) and the "Pressure Distribution Component nual for Private Onsite Wastewater Treatme Systems" SBD- 10573 -P (8.6/99). • In the event this soil absorption system or an f its compon arts malfunctions so as to create a health hazard, the property owner must follow the ntingency plan as cribed in the approved plans. In addition, the owner must insure that the operation, ma' enance and monitoring 'es as described in section VIII of the Mound manual, and section VI of the ssure distribution component ual are complied with. A cop_ y of this letter including instructions and info ation relating to proper use and ma nance of the system must be given to the owner an eac su Sequent er upon comp ion o e pro�ec . • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. 360 40 IIIIZ4 r� do 2 • Limited activiti are allowed in the area 15 feet d sl ope of the component area. Soil compact raffic excavation, vehicular t and other similar activities that impact the treatment a'nd ispersal are prohibited. Comm 83.52 Responsibilities. The owner of a POWTS shall be respons f ensuring that the oper ation and maintenance of the POWTS occurs in accorda with t is ch ter a nd the a roved mana ement I an and re s R Co - -- mm 83.54(1). In addition, 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. ARTHUR L WEGERER Page 2 10/29/01 • 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 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • 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. Stats. 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 Ddpartment, which may include local inspectors. 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. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 ,,� Balance Due $ 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 4 cc: Neil Britton TITLE SHEET Page 1 of - 1 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component I l Manual SBD -1057 -P and the Pressure Distribution Manual SBD- 10573 -P C2. b /9.9.� C tz. 6199) LOCATED IN THE NC 1/4 OF THE 'SP— 1/4 OF SECTION Z ,T z$ N 16 W, TOWN OF C "U CSP LUZ , %_rI Cm Iy COUNTY, WISCONSIN. LoT- Z_.or__ CSM._voL II 1 ,- 00S INDEX PAGE 1 a of 7 TITLE SHEET ton PAGE 2 Of 7 S r 9 it� O SYSTEM iIA�1AGE�i.�NT PLAN T PAGE 3 of 7 PLOT PLAN 1 PAGE 4 of 7 PLAN VIEW -CROSS SECTION S� PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT O PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE .0 PREPARED FOR - �-�� wl 540OZ PREPARED BY WEGEE:;tER Sfl S L . TEST S MC3 AND. DES I G�V SEFtV = CE P.O. Box 74 421 N.Main St. River Falls, WI 54022 Phone 715 - 425- 0165 Fax 715- 425 -6864' `' •• »" ""•`" liJl Afi T! f' L w yy F_LLSVYC'Ri Ut ConAlonal& �'s G APPROVED ` ;rlOff OF CMMSM � IW". .77 JOB NO. PLOT PLAN -Page 3 of 7 Scale 2so `f�} s7 _. P ri 3 �3b y`tpvc U37 UKja Cam 3 o N N �lq/29/2001 11:46 17154256864 WEGERER SOIL TESTING PAGE 02 Page 1 4 Of - 7 Approved Synthetic Covering ASTM C33 e Distribution Pi Medium. Sand P H Topsoil - , G —� p Elev.\l`l.p 3 E ,, D W S lope Distribution Cell of Force Main Plowed " to 2't ". Aggregate From Pump Layer Undisturbed D Z_ O F Soil E • t. ection of a mound system using F Ft. 2 c e119 or the absorptio rea O Ft. - lfit. H 1 - p Ft. B Z S t. C 18 Ft. Linear Loadin Rate =q.0 Qp I � . � Ft. Des s-gn Loadzng Rate= O . 5 GPD /SQ FT J K 1 1 4 t. Ft. L 8 K bservotion (aacho rSe lYJ -- x —�— — -- ��„_ Fore � Di ribution Pipe 9 , Cell of �2' aggregate S FA L L 1 S 01.L R U( Plan view of a mound system usi �cl for the �85 o rpt area Distribution Pipe Layout - S of - 7 Place the holes at the bottom of the distribution pipes at equal spacing, penove all burrs from the pipe and holes. E. end the end of each Ia*�rcI uD i iu the use of Ions t= or ":f' fr ng to aFoint , %Z ' ;, sL; inches of the final Slade. Te. �zf the cads or of the Iat� -aIs with 2 va. :threaded tire...,.,,c r.,.o . thread Q - ed I . P u Provide acc°.ss from foal ode for the valve, threaded (: p or t+ ade plug. " Lateral Manifold x x x x xf2 Lateral Lenath ip ° -- Zy�or- - Z Pve M �'LNa 0- - o- - P Ft. Hole Diameter 1 ! g Inch ....... S Ft. Lateral A nch(es) X 14 Inches Manifold " Z- Inches J . .Force Main " Incfies A of holes /pipe ) Invert Elevation of- Lateral -6 Ft - -� " Combination Septic Tank acid PLf•MP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE OF 7. NEWT CAP WEATHER PROOF JUIJCTIOIJ 8OX . ti C.Z. VEWT PIPC ti APPROVED LOCKIIJG 1 - FROM D Z OOR, MAIJHOLE COVER 117IV :�ilu00W OR FRESH 2 wARIJIIJG LABEL.. sPoIJ PIPE cor.,Cuir w lPrtp_n s ALP I NTAKE W' a4rp f Ft nN tg GmjCoE It3'Mlld. UJLET i" PROVIDE I — " AIRTIGHT SEAL I I BALE I I I Approved zlae H� e I Approved I joint w joint / J w / � - `��' ALARM PVC p PVC pipe I II p . p - I i a I I I i Ow C i I Fsa . KI I LLEY. FT. _ PUMP -1 - OFF D CONCRETE �-EV . S • O O I 9LOCK 1 : • 3NAp � RISER EXIT PERM171'ED OIJLy IF TAUK MAMUFACTURI`R HAS SUCH APPROVAL SEDO t N4 SEPTIC F 5PECIFICATIOUS DOSE TAMKS MANUFACTURER: �� OUIV (lV-EllE 1JtJMBER OF DOSES: y - -7 PER DAB TAUK :,IZE: - /Boo GALLOkJS DOSE VOLUME z ALARM 1'4A)JUFACTUR,CR: S_S.L �l,�j� 3L LSTtj13 IAICLUDIIJG BACKfLOW: MODEL ►DUMBER: yiW CAPACITIES: A= is WCHES OR Boq. GALLOUS SWITCH TYPE: _ - �'LI 8 = Z ILJCHES % OR L4[ -L 4LLOIJS PUMP MAMUFACTURER: Z� �-�-� _ `� � Z C WCHES OR �'� CALLOUS MODEL 1JUMBER: 1 • '~ D W. y IAICHES OR GALLOWS SWITCH TYPE: WOTE: PUMP AND ALARM R TO 15L MIIJ DISCHARGE •RAT INSTALLED 6M SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWCEIJ PUMP ..DISTRIBUTIOW PIPE. 3 FEET + MIAJIMUM METWORK SUPPLY PRESSURE . ; .. - . . .. . � FEET ( Y- I- 3) 3 FEE T. - � () F OR Z • F T O FOR MAIIJ X l� FRICTIOU FACT _. 6 S� �o f>: OR � FEET _ TOTAL DYNAMIC. HEAD = - F ET As per manufacturer Z gal /in. Liquid depth 38 tI AGE OT- 7 ° TOTAL DYNAMIC HEAD/ HEAD CAP VE -a 8 7/ --+ - rFLOW PER MINUTE e LU MODEL 161/4161 163/4163-165/4165 EFFLUENT AND DEWATERING MODEL 1161 at6t163 4163165 a165 I 26 FT. M. CAL LTRS. CAL. L T S. CA RS. L LT 90 I I I 5 1.SZ 1 100 379161 231 61 231 - 10 ].05 1 93 J52 60.5 229 60.5 229 a 24 80 15 4.57 1 85 ]22 fi0 227 60.5 229 65/41651 20 6.10 1 78.5 297159 223 1 60 227 7 25 7.62 1 70 165 57 216 59 22] 0 / 32 1 20 70 ]0 9.1a 1 61.5 233 55 2061 56 220 t 6 11 63 60 4 631 40 12.19 1 45 1701 46 1721 zo6 v � T - 1 50 15.26 ZO 76 33 125 50 169 1 Z 16 60 18.29 15 57 39 148 0 50 I 70 21.34 I 1 zzs e5 I 1 1 2 - 11 t/2 1/2 NPT PT (OR) J 80 24.38 1 1 10 38 }- - 8 NPT 12 40 � 90 27.43 1 1 100 30.48 1 30 LOCK VALVE: 1 56' 8 20 009920 4 I3L 8 61/4161 10 I 18 3/16 1 1 0 1 1 T U.S. GALLONS I - 10 20 30 40 50 60 70 80 90 100 110 i LITERS T i I 6 0 80 160 240 320 400 SKA374 FLOW PER MINUTE 3_ i Standard all models - 201t. cord -'h H.P. 161 MODELS 4161 MODELS Control Selection I Listings ' SinglaSeal DoubleSeaP• Volts - Ph Mode Amps J Simplex Duplex CSA UL a 8 3/4 M161 - 115 1 Auto 15.5 1 or 1& 9 I Y Y 1/2 i N161 N4161 115 1 Non 15.5 2 or 2& 8 3 or 5& 6 Y Y 111 t D161 - 230 1 Auto 7.5 1 or 1& 9 1 Y Y E161 E4161 230 1 Non 7.5 2or2 &8 3or5 &6 I Y Y - 4 C H161 - 200 -208 11 Auto 8.8 1&9 Y N - = 1161 ' 14161 200.208 11 Non 8.8 2 &8 3or5 &6 I Y N �° _ 4 0 • J161 • J4161 200.208 3 Nan 6.4 2 &4 3 &4or5 &6 Y Y 1 F161 . _ F4161 230 3 Non 52 2 &4 3 &4or5 &6 Y Y 1 1/2 - 1/2 NPT • G161 ' G4161 460 3 Non 2.9 2&4 3 & 4 or 5 & 6 Y Y i 2 - 11 1/2 NPT (OR) Standard all models • 20 fL cord -'h I 2r - 8 NPT H.P. r ._ 163MODELS 4163MODELS Control Selection Listings Single Seal DoubleSeal Volts - Ph Mode Amps Simplex Duplex 1 CSA UL r M163 - 115 El Auto 15.0 1 or 1& 9 � Y Y N163 N4163 115 Non 15.0 2t 2 &8 3or5 &6 Y Y' D163 - 230 Auto 7.5 1 or 1 & 9 Y Y 2a 7 E163 E4163 230 Non 7.5 2 or 2& 8 3 or 5&6 Y Y 1 • H163 - 200.208 1 Auto 8.5 1&9 1 Y N ' 1163 ' 14163 200 -208 1 Non 8.5 2&8 3 or 5 & 6 Y N • J163 J4163 200.208 3 Non 6.0 1 2& 4 3& 4 or 5& 6 I Y Y 6 SKA1413 F163 ' F4163 230 3 Non 4.8 2 & 4 3 & 4 or 5 & 6 Y Y L- _�_ G163 ' G4163 460 3 Non 2.9 2 &4 3 &4or5 &6 Y 1 Y Standard all models • 20 ft. cord -1 H.P. SELECTION GUIDE 165 MODELS 4165MODELS Control Selection Listings 1. Integral float operated mechanical switch, no external control re- SingleSeal DoubleSeaP• Volts - Ph Mode Amps Simplex Duplex CSA UL quired. D165 - 230 1 Auto 102 1 or 1 &9 1 Y Y 2. Single piggyback variable level float switch or double piggyback E165 E4165 230 1 Non 10.2 2 or 2 & 8 3 or 5 & 6 Y Y variable level, float switch. Refer to FMO477. H165 - 200 - 208 1 Auto 12.6 1&9 Y 3. Mechanical alternator "M - Pak" 10 - 0072 or 10 - 0075. 2L 1165 • W165 200-208 1 Non 12.6 2&8 3 or 5 & 6 Y N 4. Combination starter. Refer to FMO514. 16 ' 1 4165 200.206 Non 7.5 2 & 4 3 & 4 or 5 & 6 I Y Y 5. See FM0712, for correct model of Electrical Alternator, "E -Pak ". 1 J • 2 & 4 3 & 4 or 5 P. 6 Y Y 6. Variable level control switch 10 -0225 used as a control activator, with 165 F4165 230 3 Nan 7.4 G165 • G4165 460 3 Non 3.7 2 & 4 3 & 4 or 5 & 6 Y Y 'E -Pak" alternator, 3 or 4 float system. 7. SIMPLEX CONTROL BOX 10- 0333,1151200I230V,1 Ph. max. 2HP • BA165 ' BA4165 575 31 Nan 3.0 2&4 3 &4 or 5 & 6 N N use one(1) single piggyback wide angle variable level float switch OR NO Mom Plug two (2) 10 -0225 variable level control switches for level control. Double Seal pumps are available with Optional moisture sensors. Seal Fad indicator right available in NEMA 1 or NEMA 4X control panels. n1 UL listed unit available with 20 Amp plug. 8. Four (4) hole "J- Pak", junction box, for watertight connection orwired- in simplex or duplex operation. 9. Two(2)hole 'J-Pak", junction box, for watertight connection or splice. CAUTION For information on additional Zoeller products refer to catalog on Combination Starter, FMO514; Piggyback Ali installation of controls, protection devices and wiring should be done by a qualified Variable Level Switches, FMO477; Electrical Alternator, FMO486; Mechanical Alternator, FM0495; Sum / E a ll" (NEC) andweOccupational ss u sefery wed i ungthem Sewage Basins, FMO487; and Single Phase Simplex Control and Alarm Systems, FMO732. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. Wisconsin Department of Commerce SOIL EVALUATION REPORT F a Page 1 of 3 DiYision of Safety and Buildings d , in accordance with Comm 85, Wis. Adm. Code _ Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County SZ 0 1)< include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. o o s ` � n a - q S Please print all information iew by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / 7i S Q Property Owner tv>~ ► ` 13 2 L �-M N Property Location Y � Cl C) C3ZV R F3�Z 1Y � p j Govt. Lot 13 jE 114 1/4 S Z� T 28 N R J E (or) Mailing Address Lot # Block # Subd. Name or CSM# SO Z-S(3 T' ST= Z — CSM VoL t1, 3009 City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road BA-9 W11J 1v I Sit 00Z I (I t3) � —Z$Z9 I F_ — 2 So - n� ST_ ❑ New Construction Use: © Residential / Number of bedrooms 3 Code v sign flow S GPD Ea Replacement El Public or commercial - Describe: h. "� �✓ Parent material GL V pri— T L L-L Flood P evati c appl%e U' ft, General comments __ U. and recommendations: ¢ z `' l rVLMUM Z 4 ` C7� S �7 F \ 01J � -�'Zl_ CQr�1 `T•pVYL L�..LU . i15:...4' "" % Boring # ❑ Boring [� pit Ground surface elev. ft. Depth to limiting fact ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 L 0`t �31Z — Std Z `�3 bk 10`2231 vi S .$ bah ❑ Boring # r❑ Boring 2 ' pit Ground surface elev. 1 l 3 - ft. Depth to limiting factor �_ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 p —� 1 0`'l YZ 311 — sit Z,i S � 12 Y✓L F 1 '' cS � �' . S . �3 Ip`ttz 3ZL - S i 3 bh t S �'1 e-S lv`F S • ti, cAl — • Z •3 ' 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) ignature _ Z3 CST Number Arthur L. Wegerer -, t 220254 Address W e g e r e r Soil T e s t i n¢ & Design Service Date Evaluation Conducted Telephone Number 421 N. Hain St. River Falls, WI 54022 1 0 - 1 0 -C1► 715 -425 -0165 Property Owner Q \Z-IT ()N Parcel ID # — — ) S Page Z of 3 F11 Boring # ❑ Boring ® Pit Ground surface elev. l ft. Depth to limiting factor 3 in. ril Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 •Eff#2 1 0 - 6 l O44Z 3li - Sit Z `F S b Z m`�- eS 1'� . S -8 w w L 3j6 - Sit `�a -b�2 s h cg Iv - s .$ 3 13 Z� - L.5Lf 2_y/ F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In, Soil Application Rate Horizo _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 i'30 1\1ur"2Z7t U 1 Uj1`1r L V>11 -S w �v ►v v SUt MODU NS O>�1 L 1� erJhl lu Svt 1' S 4 1 1S F 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 GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I •Eff#1 •Eff#2 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. SB"330 (tt6/00) r PLOT PLAN ! Page 3 of 3 o, 3 l Z - ? - S O `lam} ST. d� SID "0. 5 P ^' rj X00.0 h P Or k j Q tt�ttD . .o ro 1� U ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer � Mailing Address 6 — 7 Property Address (Verification required from Planning Department for new construction Ci !State 4J m v ,C P Parcel Identification Number ©� L9 AL DES CR MON Property Location ' Sy %, SC _ . 7 T , P N -RZi Town of A V�, Subdivision Lot # Certified Survey Map # z Volume Z z Page # 0 Warranty Dead # Volume _L2-52-1 _, page # Spee; house ❑ yes ❑ no Lot lines identifiable Myes ❑. no S 141KWANCE " eeofyuWaptacsritcmoaaldttisakkits tohandlewastmPmper tan affcettae 5andioa of tfue tan!; there Y if needed a licensed paazF,cr: What yon pert. into tub Cyst= sgrtia tMI _a tnatmcat cup is floc waste disposaLtystcm�. .. . 2�e PMPCdY *W= agE= to sdw& to St Croix 7xniag Depar�it =fficafioa form„ signed by the 4w= and by- a P j*MWY=RP =HCbodpinmb=or a UC=c dP=per vcdfyjng thit 1 die on-dt6 ' msWw&ter is in proper operating CW&dW and/or(2) after hmpoctioa and p=q ing.Cff necessary). the �tic.taak_is less .amn 113 ton of stu4r— , tie h&ve mad the above mquir� and agree to maintain the pr sewage disposal system with '&'C sundat+ds de set f hack is set by the Departaamt of Ooamoeme and the Department of Natwd Resources State of Wisooasia.. Cecti4cxw6a fi Y*' Uptic cyst= has beta mainhhWd must be compldcd and tnbumod to the St. emix.County Zoning Office witria 30 days. of the d= Year expiration date. SIGNATURE OF APPU DATE OWNM. CERTIIzTCAZTON ocrtifY that atl statements on this form are true to the best of my our) knowledgc. I (we) am (arc) the owners) of the Property desaMed above. by virtue of a warranty deod recorded in Register of Deeds Office. )&� w4t4l� . - . I � ' SIGNATURE OF APPUOW DATE ssas+* information that is mis4q=sentodmay result in the sanitary Permit being revoked by the Zoning Dcpartment.'�'• " Include with this applicatlon: a ttamlxd warranty decd from the Register of Deeds office a copy of the certified tunvey map if reference is made in the warranty deed yt„ .175 3PAGE 618 STATE BAR OF WISCONSIN FORM 1 -1999 661 1 3. S Document Number WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Neil Britton, a single person RECEIVED FOR RECORD Grantor, and Patrick M. Mahoney and Melinda S. Mahoney, husband 11 -05 -2001 9:30 AN and wife as survivorship marital orooertv Grantee. Grantor, for a valuable consideration, conveys and warrants to WARRANTY DEED Grantee the following described real estate in St. Croix County, State EkENPT N of Wisconsin (the "Property ") (if more space is needed, please attach CERT COPY FEE: CDPY FEE: addendum): TRANSFER FEE: 267.00 RECORDING FEE: 11.00 Part of the Northeast Quarter of the Southeast Quarter PAGES: 1 (NE' /. of SE Y.) and part ofthe Southeast Quarter of the Southeast Quarter (SE' /. of SE % ) of Section Twenty -seven (27), Township Twenty-eight (28) North, Range Eighteen (18) West, St Croix County, Wisconsin described as follows: Lot 2 of Certified Survey M ap filed November 1, 1995 in Vol 11. aa� e'3II6 as D� ocument Recording Area number 535723. - -- Name and Return Address ROBERT J. RICHARDSON S233 McKay Avenue P.O. Box 399 Spring Valley, WI 54767 Together with all appurtenant rights, title and interests. 0084078 -95 -000 Parcel Identification Number (PIN) This is homestead property Grantor warrants that the title to the Pro Us?? Prop erty is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions and rights of way of record. Dated this 31 day of October 2001 J 0 1 b AUTHENTICATION ACKNOWLEDGMENT Signature(s STATE OF WISCONSIN ) ) SS. ST. CROIX County ) authenticated _day of Personally came before me 31 day of OCTOBER, 2001 the above named ORVAL BRITTON P.O.A. FOR NEIL BRITTON TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Slats.) instrument and acknowledged the same. JOEL KPAE1AEA THIS INSTRUMENT WAS DRAFTED BY ,j/ 5��___ �� ROBERT J. RICHARDSON, Attomey at Law I JOEL KRAEMER SPRING VALLEY, WI 54767 Notary Public, State of WISCONSIN My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not JUNE 2 0 ., 2004 ) Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co., Fond du Lac, WI STATE BAR OF WISCONSIN 900 - 655.2021 WARRANTY DEED FORM No. 7 •1999 s FILED 535723 NOV o 1 1995 ► L FATHLO K WAM S C4, ? CERTIFIED SURVEY MAP LOCATED IN THE NE 1/4 OF THE SE 1/4 AND IN THE SE 1/4 OF THE SE 1/4 OF SECTION 27, T28N, R 16W, TOWN,OF EAU GALLE, ST. CR01X COUNTY,-WI. PREPARED FOR: NEAL BRITTON NOTE: BEARINGS ARE REFERENCED TO THE EAST LINE OF THE SE 1,14. E 1/4 CORNER OF SEC. (ASSUMED). 27 (COUNTY MONUMENT FOUND). iWl ,�1NPt,�4T;j�D LANQS °° N WEST LINE NE -SE EAST LINE SE 114 N 89 @37'52 0 E 1327.59' I Q 5 33.04' ` --1 1294.5 : HIGHWAY SETBACK 100' 33 33' N L 1 NE O I O ••� c0 m N m o co LOT l w 16.63 ACRES w 724, 494 SO. FT. N 89, 4.64' ni a 16.40 AC. EXC. ROAD R.O. W. z 391. 60 : 33. 04' I (714,290 SO. FT.) o LOT 2 w 3.79 ACRES R ' ro ( 65,189 SO. `•° 3.4 EXC . b. W. a� OD GARAGE 0 'O DRIVES cp �a I � N HOUSE: Cl 900.29' 212.36' S 89 36' 40' W 11 12-65' 33. 04' N 03 15' W 1 19.24' 80. l l ' 272.28' 3 S 89 ° 36' 40' W WEST LINE SE -SE l�Kp�, .TEP...�.ANQS., - r N M N N o ' O I SE CORNER OF SEC. 27. z (COUNTY MONUMENT FOUND) --,& C O • SET l X 24' IRON PIPE WEIGHING 1. 13 LBS .r PER LINEAR FOOT. � � ►, nl�scr� z n z oIv A parcel of land located in the SE 1/4 of the SE 1/4 and in the NE 1/4 of the SE 1/4, all in Section 27, T28N, R16W. Town of Eau Galle, St.Croix County, Wisconsin, more fully described as follows: Commencing at the E 1/4 corner of said Section 27: Thence S03 "E along the East line of the SE 1/4 a distance of 658.67' to the POINT OF BEGINNING: Thence continuing S03 "E along said line 738.78'; Thence S89 "W 212.28'; Thence NO3 "W 80.11' to a point on the South line of the NE 1/4 of the SE 1/4 of said Section 27; Thence S89 "W along said line 1112.65'; Thence NO3 "W along the West line of said NE 1/4 of the SE 1/4 a distance of 659.28'; Thence N89 "E 1327.59' to the point of beginning. Contains 20.42 acres subject to 250th Street right -of -way over the easterly 33' thereof. Also subject to any and all additional easements, right -of -ways or conveyances of record. SURVBYOI2 ' S CART I F I CATS I, James M. Weber, registered land surveyor, hereby certify: that in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and the provisions of the St.Croix County Subdivision Ordinance and under the direction of Neal Britton, I have surveyed, divided and mapped the above described parcel of land and that this,dgl~s'`2r,c�orrect representation of the boundary thereof. � J ^ James M. Weber S-1804 JAH. -r `A. NELSEN -WEBER LAID VVEYING ^ - - 1 14 SPRING VALLEY I Dated this �b'L`� d,y_ of 1995. 'h rY y! ^ 'S it • i0.J JJ NOTE: THE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO STATE, OOIJNTY AND TOWN LAWS, RULES AND REGULATIONS (i.e. WETLANDS, MINIMLM LOT SIZE, ACCESS TO PARCEL, ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL, CONTACT THE ST.CROIX CUM1Y ZONING OFFICE AND THE APPROPRIATE TOWN BOARD 4( 41516 t VAsconsin' Department ofCommerce SOIL EVALUATION REPORT Page 1 of - DOdston of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code c� - C _I Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County 2.01 X include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 008— 1 rj7 a ' cis Please print all information. new by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / Z Q Property Owner Nv l L t3 2 l VT�j i'') Property Location I w C/o d'eV PTA- F3 T1`13 1V Govt Lot N,tE 1/4 SJ —: 114 S Z.? T 28 N R (, E (or) Mailing Address Lot # Block # Subd. Name or CSM# , a (3 Z. S O r* ST= Z - CSM VOL t ?)P� 30,35 City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road II �� u}1�J 1Aj) I S4 I (- 6q8 - 7 ? $ Z9 E -1 ❑ New Construction Use: ® Residential / Number of bedrooms 3 Code sign flow GPD Replacement ❑ Public or commercial - Describe: ti %-- �/ Parent material L LL Flood Pkrnile evaticW appllt:ebte ft General comments U•+ t3 LL and recommendations: YAOUN)Z) W/ Z CMLLg I t''f�" Ci' S G � r> Iv W PA GC Z ) C-Ov'J ` VrL L� Lk4u . 1 c 15: -S$ a Bonin # ❑ Boring �� g ❑ Pit Ground surface elev. 11 `� 0 ft Depth to limiting fba r in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 1 0 - 10 — st l Z�'Sbk 'fir Cg 1� • S .b 2 -13 )p�tfZ3l6 gel Z Vf • S .$ 3 l3 [o - �.S�2y! �t� •S�i2S1� c I le s b1�c doh a Boring # ❑ Boring ❑ Pit Ground surface elev. 113.0 ft. Depth to limiting factor �_ in. R Soil Application a te 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 p -� I W1 P 3 -- s i 1 Z,`F s Iz m Sit 3 J.s �1 3 by 2 z S`�t�4�ly 'Ft� �.S�2 c 1 1e �� - • z -3 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) ignature CST Number Arthur L. Wegerer — 4 D 1 —Z32 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. 1-lain St. River Falls, WI 54022 715 - 425 - 0165 Property Owner ' � 3 2 L ' V * T ON Parcel ID # o — �.� 4 " 0 1 S Page Z of F11 Boring # ❑ Boring ® pit Ground surface elev. 1 l 0 ft. Depth to limiting factor L 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munseii Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 l o -b tr.� - Sit Z` - 3bkz M4r C- 1'F .S •8 10 UL 31` - S 2`ga.bVL s h c Iv - s .$ 3 13 Z� 1 •s Lt2_y� �Lf :5 78 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor In. Soil Application Rate C Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 urn 1 0 f� L P 1 S w v <, W 1P6v �j lb - 1 v Sul y"1 pu)v ZS Cam) L y ON `P0 C tJr.1 UJ Svi Trffa L so L - 3 . ? L se s T r�u t Z C lS 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 GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Ef1#2 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, lease contact the department P p at 608-266-3151 or TTY 608 -264 -8777. SBD4330 (R6l00) PLOT PLAN rr Page 3 of 3 _ � zS0 �-V S T• 0.3 rni tL� ZSO'T?I ST 7 r.,0, p d Mt k ovT� O TUP OF I jt! D. I I N N f l Lljuk, bo NO cu m p)3-er o m ob►JSDWL L'L. \�$.p' S \5Ri\2 Tito R12.�nl;l 8.3 e { ° a.i S� WT UJIle eZ I15.0 O/v 3�" 1'111 gl l `T " P03 1 1J �'KT `TO WT LUv e s _bEr -O (r;. 6 a IFS moo r-iNCL:r PU MOVnn C — - ... - -- (715 y25 -01bS Z CST Signature '-- Date Signed Telephone No. CST # Safety and Buildings • \e 2 �' V` `" 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 e,sd , TDD #: (608) 264 -8777 www. commerce. state wi.us /sb 9� www.wisconsin.gov DE << �f� C' ` ►j : MO2 Scott McCallum, Governor (' Philip Edw. Albert, Secretary 29 August , 2002 CUST ID No. 267341 A7TV: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL Id on Numbers PLAN APPROVAL EXPIRES: 08/29/2004 rte ID No. 637755 SITE: Tom Mahoney Please refer to both identification numbers, Town of Eau Galle, St Croix County above, in all correspondence with the NE 1/4, SE 1/4, S27, T28N, R16W agenc FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 869347 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: • Approval is hereby granted pursuant to Comm 85.60 (2), Wis. Adm. Code to estimate the depth to seasonal soil saturation based on an interpretive determination. This approval and determination negates the requirement of Comm 85.30 (2) (b), Wis. Adm. Code to designate the ground surface as the highest level of saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. • Recommendations by department or county staff that must be considered during plan approval for this project and include using a linear loading rate of 9.0 gpd/ft or less and a highly treated effluent basal soil application rate of 0.4 gpd/ft^2 or less to improve hydraulic performance of the mound system. • At least 30 inches of sand lift on top of 6 inches of unsaturated in -situ soil for adequate treatment is required. • Landscaping up slope of the mound shall be incorporated into the mound design to divert surface water drainage around the up slope toe of the mound structure. • This approval shall remain valid unless the site or sites are altered in such a way that the depth to soil saturation would change or if saturated conditions were observed for seven consecutive days at depths less than three feet below the infiltrative surface of the POWTS distribution component. • This approval letter and attachments must accompany the mound system plans for this project. This approval in no way relinquishes the uses of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. ARTHUR L WEGERER Page 2 8/29/02 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 $ 100.00 Fee Received $ 100.00 J1 Balance Due $ 0.00 Joy Wast ew r Speci is Field Operations Bureau WiSMART code 7633 (715)726 -2544 Office (715)726 -2549 Fax (715)577 -8078 Cell Ijansky@commerce.state.wi.us P.O.W.T.S. INTERPRETIVE DETERMINATION Conditionally As per COMM 85.60(2) for APPROVE a 3 bdrm replacement system D 8 t j Q 0.1 for DEPARTMENT OF COMMERCE V Tom Mahoney DI SION OF SAFETY AND BUILDINGS 128 250th Street Woodville, WI 54028 SEE RRESP DENCE Being Lot 2 of CSM in Volume 11, page 3005 and is located in the'NE4 of the SE- of Section 27, T28N, R16W, Town of Eau Galle, St.Croix County, Wisconsin. , INTRODUCTION The site is located at the highest part of the Lot with the landscape sloping to the Southeast. Numerous borings at the lower elevations of the lot revealed less than A +4" to Redox features. The existing system discharges to the ground surface South of the house. 20 years + ago the site was part of a pasture /resting area for cattle. Since that time it has been untilled and undisturbed with grasses and brush. , The proposed site revealed 3 pits of A +4" and 1 pit of A +O ". The site should be considered an A +0" site for design purposes. LOCAL HYDROLOGY Surface water drainage generally diverts around the site due to somewhat of a ridge upslope of the site. A,small area (less than 4 acre) may contribute surface water to the site. Subsurface water at this 9% slope site moves primarily downslope through the well structured soils above the weakly structured clay loam subsoil. SOIL DISTURBANCE One boring near the mound site contains a platy structure in the "A" horizon which has been caused by truck traffic while stockpiling mound sand upslope of the site. Three other borings revealed granular and blocky structure in the "A" horizon. SOIL SERIES - Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildings ` in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 112 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. — 9S Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, S. 15.04 (1) (m)). Property Owner Property Location — T� m o_ 1 Ge4-1 -0t- N (� 1/4 S �`1/4 S T Zg N R E ( W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1 1� ZSp `rte- ST . Z I _ esM U0� I f, - P"E 3 00 5 City State Zip Code Phone Number ❑ City ❑ Village 4 Town • Nearest Road 1,0 yl wJ 5 YOZ8 (1 fS) 698 - 3g33 L- GIr'�LL 2S0 `�4 ST. ❑ New Construction Use: Residential / Number of bedrooms Code derived design flow rate _ u S Q GPD O.Replacement ❑ Public or commercial - Describe: Parent material G Prf— 'TJ U. Flood Plain elevation if applicable ft- General comments and recommendations: 11 A.1 I.J 1`T1.A Z �, 3 0 `� 01= S'� t � � � �� I X ZS LDx�G '�v t `T - b a Boring # ❑Boring ® Pit Ground surface elev. 1 - O {t. Depth to limiting factor 3 in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Soil Applica GPD /tion Rate tio in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 (z 3 /3 - s i 5 Z ,- Wes- Z _13 I 0 t y/6 _ s• 1 2 a� Yr'fr Lf IZ 4�� C �r 57 lZ 5/ Boring # ❑ Boring ® Pit Ground surface elev. ) 0 S ft Depth. to limiting factor , Z 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. -Eft *Eft O - 1 O `12 3/3 S 1 2 `� �- i�'�) CS 1 • S 9 Z 7 -IZ )O`71Z y1y — 3 tZ -1 1o`t 2y�6 �-1� 5� 2s /� c l Z C sb `�- �w - • Z. • 3 -S y RS /g • o -10 Effluent #1 = SOD, > 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) CST Number Arthur. L. Wegerer Sign O� 220254 Address; W e g e r e r Soil Testing & Design S e r vice Date Evaluation Conducted Telephone Number 421 if. lain St. River Falls, U 54022 S 19 -OZ. 715- 425 -0165 Property Owner �- i r y Parcel ID # 0 b8 —, b - 78 — I S page of 3 F- Boring # ❑ Boring 1 ® pit Ground surface elev. 1 - 3 ft. Depth to limiting factor I 1 in. r*Eff#1 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#2 C S \ S 1 c s 6\n », v c s • `� �- 2 1q-23 IDKR}lC3 Cl� �. S'�RS /g C 1 O �b n Boring # ❑ Boring I j I pit Ground surface eiev. • g ft. Depth to limiting factor 6 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- 6 � o \-t 3h g s'\ - 2 �4 �s $ 2 6 - 13 1 , j v v( . g Z -�5 ` 0 U, S \S 1 T1 L PA P Oki! , P L Y `1 Co ry �'� o►J S B — rev \C S l Boring # ❑ Boring u ❑ 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 /ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 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. SBD4330 (R.6/00) PLOT PLAN - Page 3 of -, scale l y p ► VT L ��1D 1`!O, vUg- 10 '78- 9s P ^� r d , -O p v c • ��LL_ � 2 _tbP OF I- it -L.L. • P J i LaT I e N �► I• � o 8 __ ,TopoZone - The Web's Topographic Map Page 1 of 2 Target is UTM 15 555183E 4969378N - BALDWIN EAST quad (Quad Infol 1 It `! ,• a CopYzfi�Ylt!�2�0 flaps a is c ®tte Inc. : � i ' ;an i E f , i W E}q e w , r : id tiJ \ J r i s • g jE j t 4 f }. •ail Y t J �} T, r' • s *a �, j( , t E tr "S r t : meters i t1ai1 5 i 'i5 http: / /www.topozone. com /print. asp? z =15 &n= 4969378& e =5 5 5183 & s =25& size =m 8/21/02 1 400 000 F EET �i" ^�.».:�"��' .? �. t "fix ,�MiLt;, J fs. ��� � ++� �� • tS e� 8' :�:w. � ; ':'3• 7t '• � f � y�.� w . - � 3 22 ,y �� ,., _ "•� —' _ .. v S . � � r..c. `� . � _ 1 ' � �' Sr �1 ti 3 _ Z • O ` ` +�C SC Y aw•n.' J .. ► `� � � yam. � 1 l rlw L L g NA . ✓ x t t fir, ' N A6 S°` aw,,. t �• ye, Y S � AP i Y�. � y� •' T CN �IIY�" �`: ��� � -� � �`�� Y A. ", a,. 'i `?f. t } � >' silt ��IFi -"•. •:.s: Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 1SCOnS1n www.commerce.statemi.us /sb Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary August 29, 2002 CUST ID No. 691727 A7TN.• POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/29/2004 Identification Numbers Transaction ID No. 785874 SITE• • Tom Mahoney Site ID No. 637755 Town of Eau Galle, St Croix County Please refer to both identification numbers, i NE 1/4, SE 1/4, S27, T28N, R16W above, in all correspondence with the agency. FOR: Description: Three Bedroom Mound System - Revision Object Type: POWT System Regulated Object ID No.: 817135 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: 1. Conditions of approval as specified in Transaction Number 684074 remain in effect. 2. A maximum basal soil application rate of 0.4 gpd/ft ^2 be maintained in the design. 3. This approval is based in part on the conditions set forth in an Interpretative Determination pursuant to Comm 85.60 (2), Wis. Adm. Code under Transaction Number 785878. A copy of the Interpretative Determination must accompany the revised plans for sanitary permit issuance by the county. 4. The area up slope of the mound shall be landscaped to ensure surface water is diverted around the mound system dispersal area. 5. The pressure balancing of the distribution network shall be verified by the county inspector. 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. - 1 ARTHUR L WEGERER Page 2 8/29/02 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 $ 60.00 Fee Received $ 60.00 Balance Due $ 0.00 er y G. Jan , Wastewat pecialist Field on s Bureau WiS1vIART code: 7633' (715)726 -2544 Office (715)726 -2549 Fax (715)577 -8078 Cell Ijansky@commerce.state.wi.us TITLE SHEET Page 1 of - 1 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -105 7P and the Pressure Distribution Manual SBD - 10573 -P C a. b ! 9q C tz. b L LOCATED IN THE QZ- 1/4 OF THE SE 1/4 OF SECTION Z - ) ) T Ze N, R 16 W TOWN OF S'Pr_ Ll�; Z rl CMV COUNTY, WISCONSIN. LoT Z U CS PI von I INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN GC PAGE 4 of 7 PLAN VIEW -CROSS SECTION s� �� PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT �� PAGE 6 of 7 PUMPING CHAMBER CROSS .SECTION �l 0� PAGE 7 of 7 PUMP PERFORMANCE CURVE V" .� P O.V1I.T.S PREPARED FOR O ��/ Conditionally 78 A ww" rFKOVEDTc� T DEPARTMENT OF COMMERCE C Z 8 Z SO --n+ S�L�a r N ON OF SAFETY AND BUILDINGS Q LAJ I S UoZ HE Cr PREPARED BY W FEE GEE;tER !0 C3 I L' . TEST S NG AND. I3ES I Glhi SERV S CE P.O. Box 74 421 Id.i~fain St. River Falls, WI 54022 �C�^�d� Phone 715 - 425 -0165 `` •°'"'�' •••' Fax 715- 425 - 6864:' i ARTNJQ t 1 WfGERER S 6bt5 � GLL�-WOAP- L w 7 \ZE-N1 OL6 L- - - - -- .�'' A tZtiV�U PG9ti v 6 8y O - t�f , ocTZ9�ZO0.l.- °4 +y ® EsIG14'� i, '��.��.� = i- -occ_ NFL � �3 tz- Ll�ro►v . -� p�zul�"e'fY W.+� �S :I.wvv piw►`5 .. _ r'1 �4 _C� wit .. :_ -_ �+ . Z� .01 JOB NO. 01 —Z3Z -- !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, 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 filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Q Pum 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 its 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) ictate that at the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L B005, 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 ri is required to maintain equal distribution P n within the dispersal cell. ° f e c.ogging has occurred and if orifice cleaning is 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 [SBD- 10572 -P (R. 6/99)] 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 8.33, 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. 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 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 y directed to: The County Zoning Office at ZS -3 t' - U 680 S'r- (Z. ? 4 LX The system installer at — 1 kS - ' 6aLJ_3 - 73 0 L.tc.�rcmt�SS The tank manufacturer at �C�Q�37 5. -�5� w IEES�_ The effluent filter manufacturer at %00— The pump manufacturer at c300 III, za T'UM'tQ ZaELLlFlz MANAGEMENT PLAN ADDENDUM Page Z P\ of Head pressure adjustment Install a m&nometer or clear plastic tube to the turn -up at the end of the center lateral of each cell. Provide clean water in the pump tank for the initial adjustment. Turn on the pump and adjust the gate valves as needed to provide 5.0 feet of head at each lateral. A County inspector must be present when the head pressure adjustment is made. The head pressure must be the same for each cell to provide equal distribution of the effluent and must be checked once every three years to insure equal distribution is occuring. If a significant increase in pressure is noted, orifice plugging may have occured and lateral flushing and cleaning may be necessary. w t�TC2 L�v� L A'T'E� L PLOT PLAN -Page of 7 Scale 1"=q(3 ' 'r u ti Z Z. S p` - H S -r-. ��� r�►o, 0 C °1s P �- 1 4 PVC ON I ca o� ►�,,,�.� �t�rt�. �� r I P A �3• mot..► �.0 � � C.�i�. =P 8 �' � � � LoT L IQ L z �2 ;� �1D a �IJ Page _) Of - 7 • Approved Synthetic Covering AST-H C33 Medium. Sand Distribution Pipe Topsoil �F Elev*. 3 E Slope . Distribution Cell of Force Main Plowed z" to 2-' Aggregate From Pump Layer Undisturbed p 2 , S F Soil E 3 .3 1 Ft. Cross- section of a mound system using F O_$ Ft. 2 cells for the absorption area G 0.5 Ft. A q Ft. H 1.0 Ft. B 25 Ft. c 3 .t. Linear Loading Rate =O\,0 GPD /LN FT s Zl Ft. Design Loading Rate = GPD /SQ FT J 1 Ft. o,y � PS �o x Ft. , Gr L S 3 Ft. T t - n F� bZ . T" K bservation — — — — _ — Zl ACCf�s C Pipes � (anchor securel � Force W Main Distribution Cell of 1 " t o- . i " Pipe Z 2� aggregate I Plan view of a mound system using • 2 cells for the absorption area - Distribution Pipe Layout Pz&e S of 7 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the - pipe and holes. F.xtezd the end of each Iatr;�l up vrith the use of long = or =f' f, ng to a point wjtid= SL; inches of tie final fade. Te=n rate the ends of the laterals with a va-*: ade car er - tb ded pItL. Provfde access Loan fnal cmde for the valve; thre ad ed c orb ,� plug. Lateral Manifold x x x x xf2 Lateral Lenath " LZ=-N N \Z J 0- , 0-- Z�9; r oF Z "Pvc o- - 17 2" V A V Fo¢cE G- 0-- C- - • 12op Ej Z y G V � LV S� PtfiGC: :Z�l F0� - ��StiS� W1�l�S t?R �e�WZL� P 4 Ft. Hole Diameter A Inch.. S Ft. Lateral " InchEes) X 14 Inches Manifold " Inches - ' Force Main " Z Inches a of holes /pipe 3 Invert Elevation of.Laterals 1 \S -f t. wwgi ce.` - Combination Sep4c:Tank and PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE OF 7 •VEWT CAP WEATHER PROOf JUIJCTIOU BOX . '1 C.Z. VENT PIPE .APPROVED LOCKING 2:.10' FROM DOOR, MA)JHOLE COVER t JIV -huoOW OR FRESH Z ti"ARtJItJG L1�6EL , u�BP�ttto►J P tPE A� tuTAKE cot.,ou�r wlHtR.}�sd� z+rP �, s , mu. ---- -- - - -- WLET PROVIDE -- '' AIRTIGHT SEAL I I I Approved mme- rw-T�R I i I I Approved joint w/ �} _ `mo I joint w/ PVC pipe I II AL,AR>A PVC pipe I � I I cm C i I L-20 F T I CLEY. __J I PuKP � OFF p COLICRETE DLOCK KISER EXIT PERMITTED OIJLy 1F TA►1K MAIJUFACTURCR HAS SUCH APPROVAL 3"Wko BF.DD t A14 SEPTIC F SPECIFICATIOKJS DOSE - TAWKS MALIUFACTU RAJ ��e-CL 1� IJUMBER OF DOSES: PER DA1` TAMK SIZE: � Zoa / Boo GALLOAIS DCSC VOLUME r ALARM /'SAIJUFACTURGR: S 34SFtM IAICLUDIAIG 6ACKFLOW: , S 5 ', GALLOht$ MODEL IJUMBER: 'y CAPACITIES to - lS INCHESoR 33' - GALLOUs aWITCH T:JPL: — - ZY 8 = Z I U CHES'GR L44' S G{+ LLOU$ PUMP MAWLIFACTURCR: ITCHES OR A SS GALLOWS D MODEL )NUMBER: � � = Z - 6�.q ITCHES OR GALLOUS 5WITCH TYPE: r ' 1 LZ C UR -L( ' )NOTE: PLItti AIJD ALARM TO L Boo MINIMUM DISCHARGE RATE OPM INSTALLED ON 5EPARATE CIRCUIT5 VERTICAL DIFFEILENCE DETWEEIJ PUMP OFF AIJO..DISTRIBUTIOIJ PIPE. ^ FEET + MWIMUM ►NETWORK SUPPLY PRESSURE _ �'SO FEET (s v IL I. 3 � -I 3 - 4 O FEET OF FORCE MAIN X z' l� F Y o FLFKICTIOU FACTOR_. ' 5-7 FEET TOTAL Oy1JAMIC. HEAD = y �. S 7 FEET As per manufacturer •ZI gal /in. Liquid depth * to TOTAL DYNAMIC HEAT/ - o HEAD CAPACITY CURVE =LCw PER M;vu-E `4 8 3/4 1W W MODEL 161/4161 - 16314163 - 165/4165 EF =_UENT AND DEWATERINC �- 6 1/2 MOOEL 1161/41611163/41631165/4165 214:11 Za Fr. V. I CAL. LTR8.1 GAL. L RS. I CAL. LiRS. I 90 5 1.52 1 !CO 379161 2311 61 2311 10 3.05 93 X521 60.5 2291 60.5 229 j • 'A 4 24 15 4.57 1 85 3221 50 227! 60.5 2291 1 '65/41651 20 6.'0 73-5 2971 59 2231 00 2271 a � " 4 70 25 7.62 70 255 1 57 216 j 59 223 w 20 1 63 4 1631 I 1 1 30 9.'.1 8 1.5 2331 55 2061 58 2201 1 0, 6 11 U 60 40 12.19 a5 170 t 46 1 721 55 2081 M l 1 I I 50 15.21 1 20 75 1 33 1251 50 189 I I Z 16 1 60 .18.29 1 15 57 39 1 _ 0 50 I 7o r..31 22.5 857 2' 1 1 1 /2 NPT N (C ) LS 80 21.38 1 10 38 t 3' - 8 NPT a 12 a0 I 90 27 .43 1 a 1 I 1 I 100 3o.18 1 L V 1 56' =C_7 6 30 66' 20 009920 q 1 1 131- 8 61 1 /416 10 � I 1 1 / 1s i � /,6 1 1 0 1 Ij U.S. GALLONS ( 10 20 30 40 50 60 70 80 90 100 110 - LITERS �./ I 6 0 80 160 240 320 400 SKA374 FLOW PER MINUTE Standard all models • 20 ft. cord - H.P. 161 MODELS 4161 MODELS Control Selection I Listings Double De sigIrr Single Seal DoubleSear• Volts Ph Mode Amps Simplex Duplex ` CSA I UL 4 8 3/a M161 - 115 1 Auto 15.5 1 or 1 & 9 ! 1 Y Y � ,/ y N161 N4161 115 1 Non 15.5 2or2 &8 3or5 &6 j Y Y + I D161 - 230 1 Auto 7.5 1 or 1& 9 j Y Y E161 E4161 1230 1 Non 7.5 2or2 &8 1 3or5 &6 i Y Y 4 H161 - 1200-208 1 Auto 8.8 1&9 I Y N - = 1161 14161 200.208 11 Non 1 8.8 2&8 3 or 5& 6 ! Y j N 4 0 ' J161 I ' J4161 200.208 3 Nan 6.4 2 &4 3 &4or5 &6 I Y Y / f ' F161 ' F4161 230 3 Non 52 _ 2&4 3 & 4 or 5 &6 L--L Y ( Y " I - 1 1/Z- -11 1/2 NPT Gi61 ' G4161 460 3 Non 2.9 2 &4 j 3 &4or5 &6 Y j Y I I 2 - 11 1/2 NPT (c6) 3" - 8 NPT Standard all models-20% cord -'h H.P. T _ 163 MODELS 163MODELS Control Selection Listings 1 1 Single Double Sear' Volts - Ph Mode Amps Simplex Duplex CSA UL j M163 - 115 1 Auto 15.0 1 or 1 & 9 N163 N4 Y Y 1 3or5 &6 Y Y t +1 63 115 1 Nan 15.0 2or2 &8 j 1 D163 - 230 1 Auto 7.5 1 or 1& 9 Y Y 1 _i E163 E4163 230 1 Nan 2O 7/16 7.5 2 or 2& 8 1 3 or 5& 6 Y Y I t ' H163 - 200208 1 MNon2 1 &9 I Y N 1 - • 1163 '14163 200 -208 1 2&8 3 or 5& 6 I Y N I J19 • J4163 200.208 3 _ 2&4 1 3 & 4or5& 6 I Y Y I 6 sKAt ' F163 F4163 230 3 2 &4 3 &4or5 &6 Y Y L - G163 - G4163 460 3 2 &4 3 &4or5 &6 Y j Y Standard all models - 20 ft. cord • 1 H.P. SELECTION GUIDE 165MODELS 4165 MODELS Control Selection Listings 1. integral float operated mechanical switch, no external control re• SingleSsal DoubieSeal" Volts - Ph Mode Amps Simplex Duplex j CSA UL quired. 0165 - 230 1 Auto 102 1 or 1 &9 I I Y Y 2. Single piggyback variable level float switch or double piggyback E165 E4165 230 1 Non 102 2 or 2 & 8 3 or 5 & 6 Y Y variable level, float switch. Refer to FM0477. H165 - 200.208 1 Auto 12.6 1 & 9 � I Y N 3. Mechanical alternator "M -Pak" 10 -0072 or 10 -0075. 1165 • W165 200 208 1 Non 126 2&8 I 3 or 5 _ &6 Y N 4. Combination starter. Refer to FMO514. 1 ' Ja 1ss zoo- 3 N 7.5 2&4 3 & 4 or 5 & 6 I Y Y 5. See FM0712, for correct model of Electrical Alternator, "E - Pak". F165 • F4165 230 3 Non 7.4 2&4 3 & 4 or 5 & 6 Y Y 6. Variable level control switch 10 -0225 used as a control activator, with ' G165 • G4165 460 3 Non 3.7 2 & 4 I 3 & 4 or 5 & 6 Y Y No 'E-Pak" alternator, 3 Or 4 float system. 7. SIMPLEX CONTROL BOX 10 -0333,1151200/23OV,1 Ph. max. 2HP No B MoD • BA4165 575 3 Non 3.0 2 & a ( 3 & 4 or 5 & 6 { N N use one(1) single piggyback wide angle variable level float switch OR ' Molded Plug Double Sent punps are available with optional moisture sensors. Seal Fad indicator fight available in two 2 NEMA 1 or NEMA 4X Control panels. () 10 -0225 variable level control switches for level control. m UL listed unit available with 20 Arm plug. 8. Four (4) hole"J-Pak", junction box, for watertight connection orwired- in simplex or duplex operation. 9. Two (2)hole "J- Pak", junction box, forwatertight connection orsplice. CAUTION For information on additional Zoeller products refer to catalog on Combination Starter, FMO514; Piggyback All installatim of controls, protection devices and wiring should be done by aqualifled Variable Level Switches, FM0477; Electrical Alternator, FMO486; Mechanical Alternator, FMO495; Sump/ Reamed slactrician. All electrical and sdety codes shouldbefollooredincludlingthernost Sewage Basins, FMO487; and Single Phase Simplex Control and Alarm Systems, FM0732. recont National Electric Code ( NEC) &W ttw Occupational Sa" and Heefth A4 (OS". M RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. Safety and Buildings . 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 -A TDD #: (608) 264 -8777 Visconsin www. comme /sb Department of Commerce "".wi onsin.gov /� � _ / P Scott McCallum, Governor �' (�,� 1/ il' 6 ft Secretary e-r� ST . k C UiJill Y August 29, 2002 CUST ID No. 267341 ATTN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL Identif PLAN APPROVAL EXPIRES: 08/29/2004 Transaction ID Site ID No. 637755 SITE: Tom Mahoney Please refer to both identification numbers, Town of Eau Galle, St Croix County above, in all correspondence with the NE 1/4, SE 1/4, S27, T28N, R16W agen FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 869347 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: • Approval is hereby granted pursuant to Comm 85.60 (2), Wis. Adm. Code to estimate the depth to seasonal soil saturation based on an interpretive determination. This approval and determination negates the requirement of Comm 85.30 (2) (b), Wis. Adm. Code to designate the ground surface as the highest level of saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. • Recommendations by department or county staff that must be considered during plan approval for this project and include using a linear loading rate of 9.0 gpd/ft or less and a highly treated effluent basal soil application rate of 0.4 gpd/ft^2 or less to improve hydraulic performance of the mound system. • At least 30 inches of sand lift on too of 6 inches of unsaturated in -situ soil for adequate treatment is required. • Landscaping up slope of the mound shall be incorporated into the mound design to divert surface water drainage around the up slope toe of the mound structure. • This approval shall remain valid unless the site or sites are altered in such a way that the depth to soil saturation would change or if saturated conditions were observed for seven consecutive days at depths less than three feet below the infiltrative surface of the POWTS distribution component. • This approval letter and attachments must accompany the mound system plans for this project. This approval in no way relinquishes the uses of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. ARTHUR L WEGERER Page 2 8/29/02 op 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 $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 oy �J, Wastew r Speci is Field Operations Bureau WiSMART code 7633 (715)726 -2544 Office (715)726 -2549 Fax (715)577 -8078 Cell Ijansky@conimerce.state.wi.us Safety and Buildings 4 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 ,sconsin www.w www.commerce.s i. sin.gov isconn.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary August 29, 2002 CUST ID No. 691727 ATTN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/29/2004 Identi 7 Numbers Transaction ID No. 7855 874 SITE: Tom Mahoney Site ID No. 637755 Town of Eau Galle, St Croix County Please refer to both identification numbers, NE 1/4, SE 1/4, S27, T28N, R16W above, in all correspondence with the I, agen ' FOR: Description: Three Bedroom Mound System - Revision Object Type: POWT System Regulated Object ID No.: 817135 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: 1. Conditions of approval as specified in Transaction Number 684074 remain in effect. 2. A maximum basal soil application rate of 0.4 gpd/ft ^2 be maintained in the design. 3. This approval is based in part on the conditions set forth in an Interpretative Determination pursuant to Comm 85.60 (2), Wis. Adm. Code under Transaction Number 785878. A copy of the Interpretative Determination must accompany the revised plans for sanitary permit issuance by the county. 4. The area up slope of the mound shall be landscaped to ensure surface water is diverted around the mound system dispersal area. 5. The pressure balancing of the distribution network shall be verified by the county inspector. 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. ARTHUR L WEGERER Page 2 8/29/02 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 $ 60.00 Fee Received $ 60.00 Balance Due $ 0.00 er G. Jan Wastewat a cialist Y Field Operati s Bureau WSMART code 7633 (715)726 -2544 Office (715)726 -2549 Fax (715)577 -8078 Cell lj ansky @commerce. state. wi, us I Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 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 Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. (gyp 9S _ dV Please print all information. =ie4 Date Personal information you provide may be us or ► � jOJacy taw, s. 15.04 (1) (m)). wlw� b Property Owner ®y((p 3 �'L//'J1Di4 -.S• :Property Location Gevt,J.oi N 1/4 S I_1/4 S 1� T Z8 N R 6 E( W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# .ST. C Z _ es w� V o t If, D. -E 3 0 o S City State Zip Code Ph �M ❑ City ❑ Village Town Nearest Road w o vt ��� w1 5Y 1 (' b 9B -3833 G G 2Sp 1-i� ST. ❑ New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate L4 S 0 GPD QReplacement ❑ Public or commercial - Describe: Parent material — C —L- J frr— "1 L..0 Flood Plain elevation if applicable General comments and recommendations: 11 1J V ),j L-,) 1`T�t Z L C 3 o i o �= S,Ayv� fi=t l�s� �� . ZS LD)✓S Ajt`fly. 1 Boring # [] Boring ® pit Ground surface elev. 1 - ft: Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Nsisle Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 -S 3 F Ll Boring # ❑ Boring pit Ground surface elev. I Q C �• S ft Depth to limiting factor r in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots . GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 O 1 O `1 Q 3/3 S ' \ � - Z `� tY) �� CS 1 • S _ 1Z )0 y 3 1z -Z'7 4Zyj - 1`� C.w — - • Ll P- -s C C5 -� -- • o - 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) Signa re CST Number Arthur L. Wegerer -Z3 Z 220254 Address Wegerer Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Main St. River Falls UI 54022 � -19 -QZ 715 -425 -0165 z Property Owner M Pr v N Parcel ID # � —, bhp -- ` S Page z of 3 Boring # ❑ Boring \ 1 3 ® Pit Ground surface elev. - ft. Depth to limiting factor I' in. r-Eff#1 oil 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#2 1 a - IDtivZ 3h -- si I Z-�s - '�- — \1 )DLfK. (I3 -- S 2 Sb 1q�3 IoYR V 1 C Rs /e C L ^ b l - --�-.J Boring # ❑ Boring '�' ' s ue �o aw, Pit Ground surface elev. IN's ft. Depth to Imiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 In. Munsell Qu. Sz. Cont. Color G 'Eff#1 'Eff#2 1 0- 6 �e�t 31z � s, L 2�-p► w� ►� a - s 1-� �s o. � \3 27 - r.S `l rz3l 1 s 1 �Sb k lot VT . Z 2 -7S )) - 2 �F�3 c �� S y b2 s /g �°_ p y , O o Co ry �� s►J S B � 2v 1= S l L I �r-Tu C F-1 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 GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I •Eff#2 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."0) / 1 ' PLOT PLAN • -Page 3 of . < ' scale l "= y Q ' ZSo JVJ S T- �{Z�• sue/ o- 3 ►n 'rte ZYS 250 ` s �1 n�D �►O, 008- 10`7$- °1S rr P ri r rj MME s 30 �- k4 pUC �.�Fs'1. L, 2 r P J I A �3 PR�O1J j 1S Pt C OPU-. L'07 1-1 ►J 83 33 lC l Z N p o � J rev ray f; ►�• N K G. p 1 11 1d 04 e FILED v K,4 ' 1 53572 NOV 0 1 1995 r L KATHLEEN H. WAS Register of Deeds SL Croix Co, Wl g v' CERTIFIED SURVEY MAP LOCATED IN THE NE 1/4 OF THE SE 1/4 AND IN THE SE 1/4 OF THE SE 1/4 OF SECTION 27, T28N, RIM TOWN OF EAU GALLE, ST.CROIX COUNTY, WI. PREPARED FOR NEAL BRITTON NOTE; BEARINGS ARE REFERENCED TO THE EAST LINE OF THE SE 1i4. E 114 CORNER OF SEC. (ASSUMED). 27 (COUNTY MONUMENT FOUND). O �w� I p u � NP TT N to'I N f WEST LINE NE -SE t0 0 EAST LINE SE 114 � y � N 89 ° 37' 52 "E 1327.59' 1294.55' 33. 04' _ HIGHWAY SETBACK 100' 33 33 ' N _� L INE w o y �I�° m 1✓' s N m o � I� LOT I C N �fc14 nz n A�d ° 16.63 ACRES°, w 1a (724,494 SO. FT.) N 89 ° 36' 40 "E 494. 64' ni I rn 16.40 AC. EXC. ROAD R.O.W. z [ 341 27 391.60' : 33. 04' (714,290 SO. FT.) LOT 2 .79 ACRES : rn 189 SO. FT.) 0 l N C. EXC. R.O.W. N, A VI GARAGE OR I VE HOUSE 900. 29' . 36' � S 89 °36' 40 "W 1 112.65' 33. 04' N 03 0 21' 15"W 1 7 9 . 24 ' 80. 1 1 ' 2 28' 3 WEST LINE SE -SE S 89 36' 40" W M N N ° I ° SE CORNER OF SEC. 27. z (COUNTY MONUMENT FOUND)& O SET I" X 24" IRON PIPE WEIGHING 1.13 LBS PFR I INFAR FnnT_ k �= Wisconsin Department of Commerce SOIL EVALUATION REPORT 3 `Division of Safety and Buildings Page of in accordance with Comm 85, Wis. Adm. Code County 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 Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. (gyp 8 9S Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy taw, s. 15.04 (1) (m)). Property Owner Property Location � M M 1= 6e4-laL 1� 1/4 S E l S Z� T Z8 N R I E( W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1 Zg ZSp 'r l - S`F _ I Z _ VoL II P"E 3005 City State Zip Code Phone Number ❑ City ❑ Village 4 Town • Nearest Road 2 S p nS ST, ❑ New Construction Use: Residential /Number of bedrooms 3 Code derived design now rate u S O GPD IZ,Replacement ❑ Public or commercial - Describe: Parent material G 1 J L{ Flood Plain elevation if applicable �� g General comments and recommendations: D U )j 1 -j IT(f Z C LS` I Boring # F] Boring t f ® pit Ground surface elev. 1 't - 0 fL Depth to limiting factor 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots I GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z -13 1�`1ti2 LA, - s 1 2 a� m crw �� •S -8 Boring # ❑ Boring ® pit Ground surface elev. ) 0 S fL Depth, to limiting factor ` Z 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 0 -'7 to`tcZ3 /3 - S\` 2� m cs 1� •s • & 7 -17 J01Q-y /y — s� 1 - Z - Fs � `m L°W •5 .3 )z -�-1 1o`t4Zy / 1��S�QS /�c c\ l C sb�s- �w - . Z •3 - I'S L l P -s . ' Effluent #1 = SOD, > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = SOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signa re CST Number Arthur. L. Wegerer 220254 Ad Wegerer Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. 1 St. River Falls, WI 54022 8- I g -O'Z 715- 425 -0165 Property Owner }- 1 ty 1� L Parcel ID # fi g - ' `b�V — 1 `j page 7 - 01 3 F3-1 Boring # ❑ Boring \ 1 3 ® 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 /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 • Eff#2 0-6 lb-iv 3/2 — s) Z L - Z 6 -\\ )OVKV1 sit 2 sb �- 3 \ � - \q -V If Z_3/ — \ s \ Q'S b Y►t \) \q ►011Z V 13 C 71, Sti RSPB C 1 p b (J Boring # ❑ Boring TJ pit Ground surface elev. J • S ft. Depth to limiting factor 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. I 'Eff#1 'Eff#2 1 0- 6 }e -t 31z SO 2+- > m , a-S 1 4 �s % 6 - 13 l b`? v Vj3 , - 5tiIz5 l8 S) ZYY)Tk rnfT CS \-� -S .g 3 \3 27 -7,5 Y Z31 y r- \ s • Z� -35 10 2 �l3 C `� �� S\1 Q :5 /8 0- � p o O F U, S 1 S PnvTl L PAfi� P pLV1 , P L `f 7 Co 1 t'o S Y� - rev S I. L �- Nlt o \-) G F-1 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 GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 m /L ' Effluent = s _ 9 fflu nt #2 BOD < 30 mg/L and TSS 30 m - s < _ _ g 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, lease contact the department at 608 -266- _ _ p p 31 S 1 or TTY 608 264 8777. SBD -8330 (R.6/00) + PLOT PLAN -- -Page 3 of . � scale 1 " =yQ ' s ue. o- 3 ►n i 0 Ni "0, 008 p 3 M)W � WIPVC 1 P J I A 3 f''i?J�OI�► � t`1S PtTf'c.. C6��. � LoT L I ►.l � O b) D 1 \ �s Ut-1 P r1 e.T" p m l9 r'tL QA A�o 1