Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
026-1127-27-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and B ildirig Division f A INSPECTION REPORT Sanitary Permit No: 420387 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: Steinmetz, Mark I Richmond Township 026- 1127 - 27-000 CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 1000 A Benchmark 1-/ b 0 Dosing (fit' tAl A Alt. BM q IO Aeration Bldg. Sewer Avo-,t d - 9AW Holding St/Ht Inlet TANK SETBACK INFORMATION St/HtOutlet TANK TO P /L WELL BLDG. Vent to Air Intake ROAD Dt Inlet mg J Septic �--1 / _ I t , I� Dt Bottom 5 I r/ 7 , 3 / Dosing / ,7 / He d r . 10 I ,1 1 • - l 3 Aeration Dist. Pipe j' • *19 'Ig•31 Holding Bot. System 3 Final Grade PUMP /SIPHON INFORMATION 3. G. V Manufacturer 41 - y,, �� GPM nd St C — F'� 20 • S Model Number 6�pd 5— 31. / TDH Lif O � Fricti L�o� - SystemeasJ TDH y 1� t� Fomain I Lenath-..-Y D Dist. to Well I T IQ OT-1 SOIL ABSORPTION SYSTEM BEDITRENCH DIMENSIONS Width I Length No. Of �renc s PIT DIMENS S No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/LW JBLDG WEL LAKE /STREAM L ING Manufacturer: INFORMATION Type O System: u -' ) t �� / CHA R OR v wrlQ- t NI Model Number: DISTRIBUTION SYSTEM a � / 1 Header /Manifold Distribution t � x Hole 'ze x Hole Spacing V it Intake 1-ength_ -LDia �k Length 7y / Dia Spacing 7-q `t �/ r � - SOIL COVER x Pressure Systems Only xx Mound r At -Grade Systems Only ,- Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center l cSTO� Bed/Trench Edges Topsoil LgJ Yes A No I Fg� Yes { No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: xo A /OZ In ection #2: 10 /�/ D Z� Location: 1438 134th et New Richmond, WI 54017 (NE 1l4 SW 1l4 25 T30N R1 Rich on'd'Hillss 7 ��cel No: 25.30.18.837/� T_U( �� % .dam YhG�GI� 1.) Alt BM Description = �lr�(V/L-'1Z� � 2.) Bldg sewer length = zt0 I * [4 d �av�l a QZ� � c� u�sR,�e� act W-P- J 14 4 e t I _ �Vi - amount of cover = I- Ad- Wd 3.) Contour =q-7 •6 Plan revision Required? Yes o `— Use other side for additional i nformation. L ;2& C n 1 J __ __ SBD - 6710 (R.3/97) sepctor's ignature Cert. No. L - ___r. -� Safery and Buildings Division ^ -- County C p 201 W. Washington Ave., P.O. Sox 7162 Sits Address t1 � Madison, Wl 53707 -9162 �-,U I � 3 t 0 /9i 9 De artment of Commerce -- Sanitary Permit Number Sanitary Permit Application 0Q3 7 In ucord wilt Comm 93.21, Wis. Adm: Code, personal iafotraaaoa you provuk Q Check if Revision wwbc for sea 'vac JAW. 613. 1 Mute Plan LD• Number I. Appt>rstioa ilaiormatl� - Please PrW AD bf ttoa REC 7�5 k 01 Patcsd Number P o Wmr�sName SEEP 0 4 2002 6Z6, ' /1,- PropariY t.ocatloa �3 7 Owmr•aMaitinsAddresr ST Xc,, i_i tt,Sl�ti S T N R ! P.S 3 a� ��'�� 5 T Blook Number Zip Code Phone Number Lot "r'0 City. State C5M Nttrttbaf yVbdivifion . �rneraX/ f. pC ity IL TYP of Sul9diai (clink ail that apply) 1 or 2 F&WHY DWSW4 - Number of Bedrooms 113 � ° © PubliclCoamnercW - Describe Use NearsstRout ❑ Sate owned lgA(mW u// 'r7s ; Q�o� t M. Type of Pestnitt (C'lteck only ort+ box oa e A (nnatberins aclume for (:>� tee) • C piste Dcu it applicable) A. 1�Naw 2 ❑ =7: m 9 0 Replacarnatut of 6 ©Addition to For C4UW = Tank On ly s °�' Data Issued s. a cheat if Sanwa Ispted Peemit Number IV. Type of Permit: (Cbo* all that mellow is for internal urn) 44 ❑an Praattixed In- Ground Mound 47 [1 Sand Filter N Sa D Concrzucted Weiland 41 Holding Tank 4$ 0 Skala Pass si 0 Drip Litre 22 fl pmourrsod Ia4round 30 Other 45 ❑ At43r1de 46 Q Aerobic Treatment Unit 49 ❑ itacirc V. Intot�natdont Percotulon Rite System movadoo Final orsde Area 12ispersal Area Soll Application Elevation Design Raw is> � f Proposed 1 ays/sq.PW (Mie./lach) Prefab sine Steel Fiber Plastic VI. Tank Info Cs 1a Tool of Ta aber �.4c 0 e" Concrets Commted Glass New g� t3aUons of nks or Hawinf Tank - % = e se r i � Dosio; Cbaa6er �'� ,' � e adbd11t1► oa of the pOWTS rbowa a the attacbed astiume yYj, ill filtatetnent I, the _ Number Business Pbona Nwaber plumber's a►v (Priem) f" PSunrba Sigrawre Plumber's Addteae (SU'W, CuY, state, Zip Coda) 467 sad dl - Li, acunent Use Signature (No Stamps) VIII. Sanitary Permit Fee (irrc:udas r. star TI/ Issued Is Approved 0 approved Surcharge Fen) /, S ) a Q Owner (liven Initial Adverse � beta oa ` IX. Conditktna of APPraraUReasons for Disapproval fj'�� 464A4 V , s as eat las than Ills a 11 lochs invisa *0 tl�e tystaa 3 , t SBD -6398 (R. 05101) Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TD #: (608) 264 -8777 Visconsin www. www.comrnerce.state.wi.us/sb wisconin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary August 12, 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 PLAN APPROVAL EXPIRES: 08/12/2004 Identification Numbers RECEIVED Transaction ID No. 776281 SITE: Site ID No. 649043 Mark & Ruth Ann Steinmetz 20Q2 Please refer to both identification numbers, 134TH Ave AU 1 above, in all correspondence with-the agency. Town of Richmond ST. CROIX COUNTY St Croix County ZONING OFFICE NE1 /4, SWl /4, S2, T30N, R18W FOR: Description: Mound System for Mark & Ruth Ann Steinmetz Object Type: POWT System Regulated Object ID No.: 865603 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. 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. 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 44�a Balance Due $ 0.00 Keith A Wilkinson POWTS Plan Reviewer, Integrated Services WiMART code: 7633 (715) 524 -3630, Fax: (715) 524 -3633 , M -F 7 am - 3:45 pm kwilkinson@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist (715) 726 -2544 Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 ME TDD #: (608) 264 -8777 Visconsin www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary August 12, 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 PLAN APPROVAL EXPIRES: 08/12/2004 Identification Numbers Transaction ID No. 776281 SITE• Site ID No. 649043 Mark & Ruth Ann Steinmetz Please refer to both identification numbers, 134TH Ave above, in all correspondence with the agency. Town of Richmond St Croix County NEIA, SW1 /4, S2, T30N, R18W FOR: Description: Mound System for Mark & Ruth Ann Steinmetz Object Type: POWT System Regulated Object ID No.: 865603 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. 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. 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 Keith A Wilkinson POWTS Plan Reviewer, Integrated Services WiSMART code: 7633 (715) 524 -3630, Fax: (715) 524 -3633 , M -F 7 am - 3:45 pm kwilkinson@conunerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist (715) 726 -2544 • : ` v , O v Q TITLE SHEET Page of MOUND SYSTEM R FOR Cy A BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -1057 -P and the Pressure Distribution - Planual SBD 10573 -P C[Z_ b /qq C2. 61Rq� LOCATED IN THE 1/4 OF THE S VV 1/4 OF SECTION ls ,T 3 O N,R 18 W, TOWN OF N\Z:) S-. ClU \X 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 6 S 3 Z y b T74 S TSZ E7. PREPARED BY WECGEE=4ER SO I L TEST S NG AND, DES 2 GN SEF2V Z CE P.O. Box 74 421 N.Main St. River Falls, WI 54022 �C�pi Phone 715-425-0165 .�,� ..•• -•-•.. S /4, Fax 715- 425 -6864 D-016 P Candidonally wEGERE'a s�woRr-. MS. 0V .. DEPARTMENT OF COMMERCE •�� `�� . ~,~ "'4 DI`JISION OF SAFETY AND�BUILDINGS ,�� S 1 G N '�a...0 SEE AL CORRESPONDENCE - 0 z_-0 Z - 7/6, 211 JOB NO. .Mound System Management Plan Page 2 of /l Pursuant to l Comm 83.54, Wis. Adm. Code Se tic Tank �'►�d�1 �U (��v o� 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. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years kvinspection. The ou eH shall he l, ensure ro er e i er cartridge should not removed unless provisions are made to retain solids an in a at ay 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 3 , the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in e 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. I?Umo Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to v per operation. i an a uen er is i all be inspected and serviced as necessary. Mound and Pressure Distribution System - No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L 8005, 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 with a flushing the end of each lateral, and it is recommended that each la Ural be flushed of accumulated solids at least once every 18 months. When a pressure tes is pe orme its ould be comparela To me initial test when the system was insta e o e ermine i orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Ob e dis ersal cell shall be checke ffluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic fai ure regwring 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 (SBO- 10572 -P (R. 6/99)] arid 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. 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 directed to: The County Zoning at 1 l S — 3 8 6_ 4 ;r. Cm l The system installer at SCt -fJMA r The tank manufacturer at The effluent filter manufacturer at The pump manufacturer at _4�4gOVI.QS PLOT PLAN Scale 1 "= y p ' Page 3 of SOT L t �J )R� , gM I �O NOT CO�1P T Oz �I is S pvvZ zs' MDUree1 ql s. i 8 -S bS S 30�OP LU 4't P V C a L. 100.0 'Oikj 1 h !puC Pa aC 3 ��� RAT BM cQ S.lp' C%j l`':1 Tnz 1R *� ? i Zoo � �WY 7�t S7 � 13 L4 R vE 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 10 /6So gallon capacity manufactured by W l Z '� C01JC12�Tii 1,.1 / A 18 o p Zf--i3 V_ Pi L 4. Bench mark 5. Divert surface water around system to prevent ponding at the uphill side. Page 4 Of Approved Synthetic Covering ASTH C33 Distribution Pipe *Ctkhft Sand Topsoil - = a F Elev. L?8• Q p % Slope L � Distribution Cell of Force Main Flowed 2" to 2- Aggregate From Pump Layer D O -S Ft. E C) CROSS SECTION OF A MOUND SYSTEM F Ft. G 3 , S Ft. AH 1.0 Ft. Linear Loading Rate= 6.0 GPD /Lbl FT 6 OFt. Design Loading Rate= p- 3.GPD /SQ FT j J S Ft. K S Ft. - A+tet Position L Q1 Ft. of Force Main W IS Ft. L_ I I j ( - Observation Eipe K A i M If 8 H/ _ - -- - -- ----- - - - - -- — — — — -� 0 c Distribution `•— Cell of %" z to 2 Pipe aggregate , 1 . Observation Pipe (Anchbr securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Page S o 7 Place the holes at the bottom of the distribution pipes at•equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long turn or 45' firing to a point within six inches of the final grade. Te.'m,=e the ends of the Iaterals with a valve,'threaded can or • threaded plug. Provide access from fna.I grade for the valve; threaded eap or threaded plug. T`tF CT?, L FV C F�JC hV C Lateral Manifold Lateral z x x xf2 x!2 x x x I x Calera( Lenath —'G Lateral Lncth — P Distribution Line I C P = ? Ft. Hole Diameter Inch S 3 Ft. Lateral ) Inchks) X - Z�_ Inches Manifold Z Inches Force Main " Z Inches #of holes /pipe lq Invert Elevation of. Laterals 'LS.S Ft. • �°lk 0..q) 4 X GPw) _ - Combination Septi.c;,Tank and PU-MP CHAMBER CROS5 SECTION AMD SPECIFICATIOIJS ' PAGE 7 - VEiJ7 CAP WEATHER PROOF JUIJCTIOIJ BOX . , (C.I. VENT PIPE APPROVED LOCKING 1 10' FROM DOOR, &WHOLE COVER ;4 JIV :i►IJOOW OR FRESH u'P+AtJISJG L.A6EL.. w3p 10rJ CAPE\ ALP, INTAKE coracutr ''� lil'I.S'LTt6ttT - t=frP t 6`Hw. ;rl Q I YrMIN. G MAYO E WAIN. ---- - - - - -- IAILET i" PROVIDE AIRTIGHT SEAL I I ., - e NFFUS I I I Approved Z�- Ft� A (I Approved joint w/ �_`g� I II I joint w/ PVC p ALARM PVC pipe C 0.00 I I LLEV. fT. �" I P U MP -.� OFF D COAICRETE �t�j 8a_oo' CLOCK - RISER EXIT PERMITTED OULtJ IF TAU MAIJUFACTURF6R HAS SUCH APPROVAL -1 3"APPRovFD BFDDIN4 SEPTIC f SPECIFICATIOMS DOSE TAW W` �� C TAIIKS MAxJUFACTURER: / 6-(:) QLLMUR OF DOSES: -- ��2 PER DAB TAWK 51ZL : — 1 0170 CALLOUS DOSE VOLUME z ALAR#% /'SAUUFACTUFLCR: 3LJ TT),T�.JS INCLUDIIJG BACKfLOW: LDZ GALLONS MODEL LIUMBER: Z� CAPACITIES: A- _-- IwCHES OR . (D GALLOUS SWITCH TYPE: � � 8 = Z DJCWES'OR 3 V G p LLOUS PUMP t,AMUFACTURER: GAUL -flS C: INCHES OR l� Z GALLOIlS MODEL IJUMHER: -- �,v D= 1 Z INCHES O_R ��� GAlL0A15 SWITCH TYPE: 1 ZC�1R -Cf' IJOTE: PUMP AUD ALARM ARE TO 5E MIUIMUM DISCKARGE 'RArE INSTALLED 0 V SEPA -PATE CIRCUITS VERTICAL DIFFEREMCE DETWEEU PUMP IJO DI5TRIBUTIOW PIPE.. OFF g• S � l ��' /� tnv>✓r'`f' • + 'AlultAUM ►NETWORK SUPPLY PRESSURE , , , LS 0 FEET CSJ3 k \.3) + --L FEET OF FORCE MAIN X 2. C ) q F 0 Fr.FRIC71ory F AC ?OR.. 1 " FEET TOTAL D!J JAMIE HEAD = 1 l' 10 -FEET As per manufacturer 13 gal /in. Liquid depth 3 Goulds i_*VGE Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient a ' strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover. Thermoplas- • Homes components. tic cover with integral handle Motor: Available for automatic and • Farms manual operation. Automatic and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115or23OV,6OHz to a 155 it Float Switch assembled and ■ Power Cable: Severe duty • Dewaterin , bun overlod with g RPM automatic reset. preset at the factory. rated oil and water resistant. SPECIFICATIONS • EP05 Single phase: 0.5 , FEATURES N Bearings: Upper and Power 115 V, 60 Hz, 1550 RPM, heavy duty ball bearing Pump: EPO4 built in overload with ■ EPO4 Impeller. Thermo- construction. • Solids handling capability: automatic reset. plastic Semi -open design 3 /4 " maximum. • Power cord: 10 foot AGENCY LISTING s • Capacities: up to 55 GPM. standard length, 16/3 SJTO with pump out vanes for • Total heads: up to 24 feet. with three prong grounding mechanical seal protection. Co. Canadian Standards Association • Discharge size: l' /i NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo - g desig (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic c ed enclosed osed desig n for end in "F' or "AC ".) rotary/ceramic - stationary, three prong grounding plug performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 0 C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 I •'Capable of running'"°= =� dry without damage to s 30 components. w j Pump: EP05 8 ! - • Solids handling capability: c 25 %' maximum. w 7 —�--- _ • Capacities: up to 60 GPM. 6 20 • Total heads: up to 31 feet. ! .. • Discharge size: lle NPT. • Mechanical seal: carbon- } 5 rotary/ceramic- stationary, ° 15 i BUNA -N elastomers. 4 EPOb =- • Temperature: OR 3 10 , 104 (40 continuous 140 F (60 intermittent. 2 - 5 �.. 1 � 0 0 0 10 20 30 40 50 GPM 0 2 4 6 8 10 12 m'/h CAPACITY ®1995 Goulds Pumps, Inc. Effective May, 1995 B3871 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page -L_ 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 St. Croix include, but not limited to: vertical and horizontal reference_poiaF WA),Akection and Parcel I.D. (►2 (p er 7 percent slope, scale or dimensions, north arrow, and �qrl," �ista0cetonearest road. Please print all eviewe by Date r Personal information you provide may be used for segBndi purpo Property Owner i _ Propettyhdcati R J C Development, Inc. , i L, - $ E 1/4 SW 1 /4 S 25 T 30 N R 18 g(or) W Property Owners Mailing Address Lot # 41ock # Subd. Name or CSM# 1868 Ct Rd. Cw 27,' - � ? Richmond Hills City State Zip Code Phone Numb?i jN (_, c , Fl 17-q- City % ❑Village ]Town Nearest Road New Ricbmondj WI 1 54017 1 ( 715 ) 247 -5721 C 4 . chmOnd _ 1140th. St. a New Construction Use: ❑ Residential /Number of bedrooms _ Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Q 1 a C i a l dr ift Flood Plain elevation if applicable ft. na General comments and recommendations: mound @ el. 98.20', based on contour 1 ine of el. 97.20' F-11 F] Boring Boring # aU Pit Ground surface elev. 97.6 Depth to limiting factor + 7 rj in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 none L 2msbk DSH cs if .8 2 8 7. s'cl 2m b 3 17 -51 5r 4 4 none scl 2csbk mfi aw n .4 .6 4 51 -75 10 r 5/3 none vfs osg mvfr nn nA •5 •9 F i ❑ Boring # Boring M pit 9 7.6 0 Ground surface elev. ft. Depth to limiting factor 5 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D / in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I 'Eff#1 I 'Eff#2 -1 7.5 r 4 none sicl 2msbk mfr C1W if .4 na 5 4 r-5 3 none vfs M 6 58 -70 10 r 8/3 c2d7.5 r 5/8 Limes one Res i uum Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg /L ' Effluent BOD < 30 mi !L and TSS < 30 mg/L CST Name (Please Print) Signature T Number Gar L. Steel 298 Address Date aluatio Condu d Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 10-17-2000 715- 246 -6200 I Property Owner R J C Developmen Inc. Parcel ID # pending Page 2 of _3_ F3jBoring # ❑ Boring + [ Pit Ground surface elev. 9 5 • 8 0 ft. Depth to limiting factor 37 in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -8 10 r 3/3 non DSH c4w if .8 2 8 -1 7.5 r 4/4 none sicl 2msbk mfr gw if .4 .6 16-37 7.5 r 4/4 none sl 2msbk mfr QW na •5 •9 4 37 -74 10 r Limestone Resi uum na na •0 .0 I F-1 Boring # F] Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil ligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # ❑ Boring 11 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Iication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EM i ' Effluent #1 = BOD, > 30:S 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg1L I 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 -6330 (R.6=) it Property Owner R 3 C Developmen Inc. Parcel ID# pending Page 2 of 3 ng # E] Boring . a [2 Pit Ground surface elev. 9 5 . 8 0 ft. Depth to limiting factor 37 in. Soil APplication Rate Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -8 10 r 3/3 n DS w if .8 2 -1 7.5 r 4/41 none sicl 2msbk mfr gw if .4 .6 r 4/4 none s1 2msbk mfr YW na .5 .9 37 -74 10 r Limestone Resi uum na na •0 .0 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. [Ell Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # Pit Boring Ground sur ❑ Gd face elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Etf#2 Effluent #1 = BOD > 30 5 220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD, < 30 mg/L and TSS —< 30 m91L 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. SOD4330 (86/00) r STEEL'S SOIL SERVICE Gary L. Steel RJC Development, Inc. 1554 200th Ave. CSTM2298 NE' S25- T30N -R18W New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #27- Richmond Hills N 1 =40' BM.= top of 1" pvc pipe @ el. 100.00' Al.t BM. =top of 1" pvc pipe by NW corner @ el. 95.10' et so le nd , - , 4, Ali ee n Gary L. Steel 10 -17 -2000 07/15/2002. 14:27 7152467079 REMAXTODA'Y PAGE 02 Wlsconein Department of Commerce SOIL EVALUATION REPORT page _ of �_ OivWm of Safely and Buildings in accardance with Comm 85. Wis. Adm. Code Attach rz Count egolete site plan on paper not lase than B 1I2 x 11 Inches in site. Plan must include, but not Ilrtated to* veAcal and horizontal r»frawnce point (BM). Nredian and percent scope, scale or dimensions, north arrow, and location and distance to nearest road- Pere 1 D. din Please Pfinf elf information. Reviewed by Dale Ponone►ierortnetlon you prprids moy De used Carr samnd" WINX61 IPrtveey u., s. 15.04 (1) (m)). PmpwtyfllMter Ift I ` , '_ 1 Properly Lootlon Inc l . + oovt.Lot NE 1a Sw v4 S 25 T 30 N R 18 X(cxjwr Property Owners Malt4rg Address Lot it 9loda a Subd Name or CSM# . 1868 My Rd. C 2 71 na RiChitMd Hills CkY State Zip Code Phorm Number ❑ Ctty Q Village LC3 Town Neaml Reed New RichMond I WI 54017 715) 247 -5721 Richmond 140th. St. New Constrvc� ion Use: 0 taaidendel I Number of bedrooms 4 Code derived design flow rate 600 GPO 0 Replacement ❑ Pubk or com mercial _ Descift: Parent material g7 as Flood Plain elevation If applicable R General coma ante and recdramande8t7rts. mound @ el. 98.20', based on contour 1 ine of el: 197,20' t' 3o # [] 6orfng 1 Boring � ➢CJ Pit Ground s ease alev- _ 9 7. 6 $ Depth to pmttkrg factor _ + 7 5 in. i iori2on DePti1 DamGlant Col. 7 Sail (nation Rate Redort Desaiptiwr Texture Structure Consistence Boundary Roo19 G in. MamlteC Qu_ Sz Cont color Or. 3z Sh- •Eff#1 'Elf#2 3 7 -51 r 4 L none W1 2csl* )nf ' CLW na .4 6 4 51 -75 10 r 5/3 none vfs os rtllrPr .5 .9 P ] soft a ❑ Boring ® wt Grortnd suAace etev. 9 7 . 6 0 ft. Depth to iirrA10V factor 51_ in. Soft AWkatlon Rate M9arizon Depth Dominant Color I Redox Description Texture Structure Canaistenco Boundary Roots GPD/fP in. Munsell Qu. Sz Cont. Color Or. Sz. Sh. •E(HI1 'E!f#2 2tns ?.Msbk mfr na e 6 58 - 10 r 3 c20.5 r Westone Rwi U Effluent 111 BOO > 30 c 210 nglt, and TSS 2 -30 c 150 nvA ' Mart #n BOD c 30 am& and TSS c 30 mgfl CST MWW (letae P" Signet" bT Ntarnber GarY L. Steel 298 Address 17a slue Telephone Number " 1554 200th. Ave., New Richutond, WI. 54017 -1 7-20DO 715 - 246 -6200 I ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREENT •AND OWNERSHIP CERTIFICATION FORM homer /Buyer Qailing Address ' roperty Address D (Verification required from Planning Department for new construction) amity /State Parcel Identification Number LEGAL DESCRIPTION Property Location 1 /4, S y,, Sec. 3 . T ? N -R /F W, Town of AJ A Lot # Subdivision �: G l► hti4N d Certified Survey Map It Volume .Page # . Page # Warranty Deed # , Volume ���- Spec house ❑yes U-no Lot lines identifiable Dyes ❑ no SyS'I`EM MAINTENANCE re mature failure to handle wastes. Proper maintenance Improper use and maintenanceof your septic system could result e its p consists o f pumping out the septic tank every three years or sooner, if needed by can affect the function of the septic tank as a treatment stage in the waste disposal systeur. the owner and by a The property owner agrees to submit to St. Croix Zoning Department a certification lio� iteewastewaterdisposal system ourne n lumber, restrictedlpumber or a licensed pumperverifying that (1) mastcrplumber, j yma P if necessary), the septic tank is in proper operating condition and/or (2) a is less than 1/3 full of sludge. Lter inspection and pumping (- sal stem with the standards Uwe, State of Wisconsin, Certification as the undersigned have road the above requirements and agree to maintain the private sewage � offi within 30 set forth, herein, septic yteDepart has in Co mmer ce s be completed and returned to the SL Croix County Zoning stating that your e sys days of the three year expiration date. / '6 OATF SI NATURE OF APPLICANT OWNER CERTIFICATION I ( certify that all statements on this form are true to the best of m= ( Deeds wledge I (we) am (are) the °wnC1{s) of the property described above, by virtue of a warranty deed recorded in Register Or APPLICA * « * * * k ♦Ikkkkk Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed U 19 6 2 P 5 0 1 688625 STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., MI This Deed, made between RJC Development, Inc., a Wisconsin RECEIVED FOR RECORD Corporation, 08 -29 -2002 9:30 AN WARRANTY DEED Grantor, and Mark J. Steinmetz and Ruth Ann Steinmetz, husband EXEMPT # and wife, TRANS FEE: 109.80 COPY FEE: CERT COPY FEE: Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): a•; ' Recording Area C , iat of Richmi:i lT ills n the Town of Richmond, St. Croix County, Name and Return Address tn. 026- 1127 -27 -000 Parcel Identification Number (PIN) This is not homestead property. CK) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this S-V- day of August 2002 RJ4Develo e , 5 Z. Barlson, President AUTHENTICATION ACKNOWLEDGMENT Signature(s) RJC Development, Inc., a Wisconsin Corporation, STATE OF WISCONSIN ) by John H. Carlson, President ) ss. County ) authenticated thi t- y of August 2002 Personally came before me this day of the above named * Kristina Ogland r — TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) * Names of persons signing in any capacity must be typed or printed below their signature. information Professionals company, Fond du Lac W1 STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2 - 1999 Safety and Buildings * isconsin 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 - -TDD #: (608) 264 -8777 r���t�'`'a+e >...: www.commerce.state.wi.us /sb www.wisconsin.gov Department of Commerce 7GG Scott McCallum, Governor t Philip Edw. Albert, Secretary August 12, 2002 CUST ID No.267341 ATTN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN ST CROIX COUNTY SPIA SERVICE PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/12/2004 Identification Numbers Transaction ID No. 776281 SITE: Site ID No. 649 043 Mark & Ruth Ann Steinmetz Please refer to both identification 134TH Ave numbers, above, in all Town of Richmond correspondence with the agency, St Croix County NE1 /4, SW1 /4, S2, T30N, R18W FOR: Description: Mound System for Mark & Ruth Ann Steinmetz Object Type: POWT System Regulated Object ID No.: 865603 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. 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. 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. a ARTHUR L WEGERER Page 2 8/12/02 a Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Keith A Wilkinson POWTS Plan Reviewer, Integrated Services (715) 524 -3630, Fax: (715) 524-3633, M -F 7 am - 3:45 WiSMART code: 7633 pm kwilkinson @commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist (715) 726 -2544 , rte e ' RICHMOND HILL i the Southeast Quarter of the Southwest Quarter, the Northeast Quarter of the SOL .tarter of the Southwest Quarter and in part of the Southwest Quarter of the Sout 30 Nort Range 1 8 West Town of 9 Richmond St. Croix County, Wisconsin. NOTE: The parcels shown on this map are subject to State, County and Township laws, rules and regulations ( i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. UNPLA TTED_ LANDS OVERALL EAST —WEST 1/4 LINE: �S89'52'26 "E 5263.58' /EAST /WEST OUARTER LINE OF SEC77ON 25 BOUNDARY x --- S89'52'26 "E 2366.18' - _________ 235.01' 235.64' 7 � i • 6. 0 33.55' ' N / ®• ; N 00'13'53 "W 00'13'S3 "W RADIUS TEMPORARY C L —DE —SAG TO BE ► 1 33.14 MOVED UPON EXTENSIO 8 OF THE RnA6WAY 1 • �Z_