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040-1135-30-000
0 r 0 / c k ' tv . \ . _ / o o \ @ / w 2 E Ul _ — o 0 io 9. 2\i \CE q8 ¥ �E, $ k k \ : \ § Ul § . § C CD o E & r ° @ z > C R , $ � I \ � § § ` § CL n r CO) CA c \ 0 0 0 \ �- 2j 0 E c ) 3 3 i > \ k \ J ° / / o > > o �.M / / - C q w / 2 � } § CD ƒ / E / 2 K E § 2 z § q 2 # / i ± 2 0 3 ( n ; 0 % ; � > . � \ . % � # 0 \ < § $ /o �§ . ; � 0 (D 2 i z T 0 tv 0 r 0 0 fD CD V ■ T 7! 0 U) ■ C/) -0 Z 0 0) 0 =r — 3 3 ct CD 0 00 C) C, th -4 co 0 CD m q N) CL = CD cn 0 0) 38 (A w 'A 11 r , - cp o v CD R CD� co CD C, ID CL 3 0 o CD z "Wim, CL o r co w CD ;0 0 CD 0 c U) CD m G) -n !? "a M z o 0 o 0 Z =N, > o 0) 0) CO) 5 � CD I 0 cr T a CD _0 CA) CL z rr 0 z z > > o =r CL CD 0 n 0 B z CD :3 C/) c E z 0 CD G) 0. w T z m CA OD CL Z M (D 0 > 0 CL CD CD 0 0 CL z 0 U) C7 CD $ 0 cz cz cz 0 CA ■ 0 CD < \ƒ Parcel #: 040 - 1134 -10 -000 12/20/2005 11:09 AM PAGE 1 OF 1 Alt. Parcel #: 35.28.19.556F3 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - MARKSON, DAVID DAVID MARKSON C - ANDERSON BARBARA ANDERSON BARBARA 36 SUNVIEW DR RIVER FALLS WI 54022 ._ Districts: SC - School SP - Special Property Address(es): - Primary Type Dist # Description SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 1.000 Plat: N/A -NOT AVAILABLE SEC 35 T28N R19W 1A IN NE SE LOT 3 OF Block/Condo Bldg: CERT SURVEY MAP IN VOL I PAGE 136 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 35- 28N -19W Notes: Parcel History: Date Doc # Vol /Page Type 07/14/2003 730182 2313/571 WD 01/09/1998 571004 1287/141 TI 535/316 I 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 103099 213,900 Valuations: Last Changed: 07/21/2004 � Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 38,000 167,900 205,900 NO i Totals for 2005: General Property 1.000 38,000 167,900 205,900 Woodland 0.000 0 0 Totals for 2004: General Property 1.000 38,000 167,900 205,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 109 Specials: User Special Code Category Amount I Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 040 - 1133 -30 -000 12/20/2005 11:06 AM PA 1 OF 1 Alt. Parcel #: 35.28.19.556A 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner DAVID MARKSON CO - ANDERSON BAR ANDERSON BARBARA 36 SUNVIEW DR RIVER FALLS WI 54022 A LAI — i Districts: SC = School SP = Special Property Address(es): = Primary Type Dist # Description SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 0.510 Plat: N/A -NOT AVAILABLE SEC 35 T28N R19W .51A IN NE SE THE N 140 Block/Condo Bldg: FT OF S 456 FT OF W 160 FT OF E 587 FT OF NE SE Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 35- 28N -19W Notes: Parcel History: Date Doc # Vol /Page Type 07/14/2003 730182 2313/571 WD 01/09/1998 571004 1287/141 TI 551/373 2005 SUMMARY Bill M Fair Market Value: Assessed with: 103091 11,400 Valuations Last Ch ged: 11/07/2002 Description Class Acres Land Improve To al State Reason RESIDENTIAL G1 0.500 11,000 0 11 00 NO I � Totals for 2005: General Property 0.500 11,000 0 11,000 Woodland 0.000 0 0 Totals for 2004: General Property 0.500 11,000 0 11,000 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 a artment of Commerce County: Wisconsin fl p PRIVATE SEWAGE SYSTEM St. Croix Safety and Building-Division • r �' INSPECTION REPORT Sanitary Permit No: 430078 0 GENERAL INFORMMATION ' (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may b6 uscd for secondary purposes [Privacy Law, s.15.04 (1)(m)i. Permit Holder's Name: City Village X Township Parcel Tax No: Simonds, Mary I Troy Township 040 - 1135 -30 -000 CST BM Elev: Insp. BM Elev: BM Description: r Section/Town /Range /Map No: / 00- D 0/ -D (3 ivi # / — /� 35.28.19.556A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic , , r Benchmark w 000 Dosing 66 5 Alt. BM_ 5 Aeration BI g..Sewer d s /01.31 p• �� 9�. �3 Holding St/Ht Inlet Zg a. b i� TANK SETBACK INFORMATION St/Ht Outlet / TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Wis_ Septic r� y � ��1a Dt Bottom Y / (/„ /3 Dosing Hea er/Man. fp 7�• {p " �f � q p q Aeration V Dis Pipe ( (.f 3 , 0 Holding Final Grade / -! PUMP /SIPHON INFORMATION j '� )'• /DO• Z Manufacturer GPM nd St over c Model Number /1 T O n A Y TDH Lift q Friction Loss System Head TDH Ft p " � , �O 1 717547-2 p "I47. 7 Forcemain I L Imo,(/ D I Dist.toWell t6h 31 / / 3 • I a SOIL ABSORPTION SYSTEM BEDITRENCH Width L Of T�r w nche PIT DIMENSIONS o. Of Pits Inside Dia. Liquid Depth DIMENSIONS / b� 7. SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM I HING Manufacturer: INFORMATION R OR Type Qf System: 1 / / / I Model Number: DISTRIBUTION SYSTEM C► Header /Manifol Distribution x Hole Size x Hole Spacing Vent to Air Intake Z /1 Pipe(s r y H Length_ Dia 1 1-ength l Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over 41 Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil [] Yes [] No r j Yes lul No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / 7 4 , 03 Ajoection #2: ( // Location: 36 SunView Dr River Falls, WI 54022 (NE 114 SE 114 3 T 8N 19 ) NA Lot 3 0 (_ � Parcel No: 35.28.19.556 1.) Alt BM Description 2.) Bldg sewer length = (41� - `�� - amount of cover Plan revision Required? [ 1 Yes ; No Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's i ature Cert. No. r Safety and Buildings Division County - ,W • 201 W. Washington Ave., P.O. Box 7162 fsloonsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of CoMM.'.rce (608) 266 -3151 3 CV d Sanitary Permit Application State Pan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provi e $ I3 `f $t may be used for secondary purposes Privacy Law, s15.04(l)(m) Project Address (if different than mailing address) I. Application Information - Please Print All Information a.vvtfL Property _ ( r r N1 me Par f1 Lot 1/ Block X Sthlvnd-5 ( Y6_Ylar Property Owner's M ailing /Adddrre�ss� 1� C C � � �� n . ro p perty Location 0 Y i" O K` G L I 'V �/a, J �/a,Secdon e S City, State Zip Code Phone N�t G � �j �� J 11 ,','V � 9 2003 e) p circle n �� VV► 1 t�l� U W� �O�Z ZO N; R �9 ( of 11. Type of Building E W yp g (check all that apply) ST. C�40IX CO �NT� 1 or 2 Family Dwelling - Number of Bed ooms ZONING SM Num or 2 Family Dwelling - Number of Be ber OFFICE O -7 C ❑ Public /Commercial - Describe Use r V -sir ✓. 1 f • �) ' a / ❑ State Owned - Describe Use 1 (o t mbu C.W - 0 •� ❑City_ ❑Village'kTownship of III. Type of Permit: (Check only one box on line A. Com plete line B if applicable) r • 1 - 3 • 000 6 ss b 4o N Ff) A. New System eplacement System El Treatment/Holding Tank Replacement Only El Other Modification to Existin stem B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that ap ply) ❑ Non - Pressurized In- Ground XMound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation (-,p 00 �, o &ao l�03 9 ' VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit V Dosing Chamber / pin / VII. Responsibility Statement- I, the signed, assume responsibility for installation of the POWTS show on the attached plans Plumber's Na me (Print) in is i gnature, MP4APRS Business Phone Number 715- q25- 55Y(� Plumber's Addre ss (Street, City, State, Zip Code) 7(00! / 8Z 0 `Fh ' p L VY Fa l /s I V' J ,.T 5 oZZ• VIII. Cou ent Use Onl Approve Surcharge Fee) proved Sanitary Permit Fee (includes Groundwater Date Issued ss ' g Agent Signature No Stamps) er Given Reason for Denial IX. Conditions of Approval /Reasons for Disapproval (} 04 Ve 4 A P Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size i SBD -6398 (R. 01/03) � PLOT PLAN • Scale 1"=3 U ' Page 3 of 7 p�ZP4�1 �1 �sZ,p � a � 14vr1 TA I,J�Q X 1 JI!1 l I O I S 'i ffiz lUP 0�= ��S� UG `1'iS)Jl�`Ip B Z t=.wt. v�CL.1 r'�X -t:ST- BUTCUTi�� �J SPQR FOR— G0bt � tF NOT q7 w LTL4 y " Pvc, CP y I I a J r III �i 00 roar cor,Pfe_r ; I 0 ' I , o 02 D�S`fVfLL3 I / I I o I I i � - :o �7 o 6., o lot A I � •. ��E 9 i _ 6 I 1- q I X el 0 l7 S I 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 1 f 0 P Z -00 $ p gallon capacity manufactured by w comae Cj,,Jyp tine /96. H P6 VJ / PV_ 190Q, z.tM �� 4. Bench mark S Pri3pV@ , �. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 fisconsin www.commerce res ov www.wisconsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary June 03, 2003 CUST ID No.220254 ATTN. POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE 110 1 OIX CO PI RD PO BOX 74 RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 06/03/2005 Transaction ID No. 873488 Site ID No. 659716 SITE: Please refer to both identification numbers, Milford & Mary Simonds above, in all correspondence with the agency, 36 Sunview Dr Town of Troy St Croix County NEIA, SE1 /4, S35, T28N, R19W FOR: Description: Four Bedroom replacement Mound System Object Type: POWT System Regulated Object ID No.: 905275 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: Conditions of Approval This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 /01). Limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. 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. Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local ms ectors. Ar >. TITLE SHEET Page 1 of - 7 FOUND SYSTEM FOR A BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD - 10691 -P and the Pressure Distribution Manual SBD - 10706 -P (N.01 101) (N.01 101) LOCATED IN THE QJ 1/4 OF THE 3Z 1/4 OF SECTION 33 � T Z b N, R TOWN OF — T �' S:-. Q-?W LX COUNTY, WISCONSIN. P1D 1 # - DI - 10 Pm�j o\_ 33 30 -OOV INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEPMENT 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 t`'1lLF >�� MPy SLM cIVO - S 3b SQN \ \\ - t,ZIUE R L Ut'%2 t•P Q% r L-v t S4 L) Z. PREPARED BY W EE - GEr SO S L . TEST 2 t-4 C-3 AND . DES GiV S>EF?V I CE P.O. Box 74 421 N.Main St. River Falls, WI 54022 Phone 715 - 425 -0165 Fax 715- 425 -6864 u� RFrti,q y ElW "NCXi7M, u} CCr1VIMERCE 1.4 S AFETYAND °•. �` BUILDINGS RECEIVED , .rl.,-- ..° " SEE COF�RESPp �.1 C '� � rvcE MAY 2 2 2003 gale+ SAFETY & BLDGS DIV. JOB NO. 03- -27 r Mound System Management Plan p age Z of 7 Pursuant to Comm 83.54, Wis. Adm. Code . Seotic 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 sha•,I be disposed of in accordance with NR 113, Wis. Adm. Code. Theoperating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet fite s hall be cleaned as necessary to sure 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. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution 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 BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [68•B-1•gP --�}gg and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at L4 6 8p ST -c �X 'The system installer at 5(4 STtl��t2 The tank manufacturer at The effluent filter manufacturer at The pump manufacturer at L{, tl! - Z$4 INY W1 Li0ZS PLOT PLAN Scale 1 " =3 U Page 3 of 7 / V OU � Co � • � �`�1ST O i ALL . q B -o'er? 1UP o�- ��S`n uG `�•7k.._ `tu 8� L4S' OF 'RZ _� �� z"Pv c Pt4 �Uu� > s PAZ :capE SEVvQ*9- For- CODS 1�1 a4AAPLI ftf J -2 , t F NOT 9 S Q V� 1p % 1� e q / w�Zl� y P Q 7 L Zb Q S y I J �� I I GI r I � � 00 Ivo r cam►- ,Pt�eT , I I 00 ©lz_ DlSTUTUa I / I � _ q o l Q L _ — a -I z6 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 ) WfjlBop gallon capacity manufactured by 4. Bench mark S c�V@ 5. Divert surface water around system to prevent ponding at the uphill side. Pace 1 4• of Approve` synthetic Cove_'inc ASTH C33 Distribution Pipe Medium Sand Topsoil _ I �_ _= ( -� — F to 1 b 3 Slope Distribution Cell of Force Main Flowed 'z to 2'z Aggregate From Pump Layer 0 0 • s F �- E 0-8Z Ft. CROSS SECTION OF A MOUND SYSTEM F p,b Ft. G O S Ft. �- S A q Ft. H \ -o Ft. Linear Loading Rate= '� /LN FT B 67- R. Design Loading Rate =0. /SQ FT T 1Q Ft. 1 J - 7 Ft. K _ Fl. n r- L 8 Ft . L - Observation Pipe E —K - Ao- ---- X68 - -- --- - - - - -- -------- - - - - -- =-- - -- - o--� - -, - - - - -- _ ------- - - - -„� Force Main tribution 1 „ Pipe Cell of -� to 2k aggregate Observation. Pipe to cchbr securely) - PLAN VIEW OF A MOUND SYSTEM : Distribution Pipe Layout page S of 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 fittin to a point within six inches of the final grade. Terminate the ends of the laterals with a valve,:threaded cap or . threaded plug. Provide access from final grade for the valve, threaded can or three plug • =cc`ss sox._ - T`ip \ Ct L t;ZaSS S' `'t1pT�j PVt; F�1C PVC Lateral Manifold Lateral x x x x x2 x2 x x X x Lateral Length — Lateral Length — p Distribution Line --- °- _ • P -� ` `- r�cC�s sox _ _ 0 S . PvC wQ� �� - o -- P 3 � 5 Ft . Hole Diameter 11 8 Inch S 3 Ft. Lateral J Inches) X 3 Inches Manifold Z• Inches Force Main " 2 Inches l of holes /pipe 11 Invert Elevation of- Laterals q0 -S Ft. - Combination Sept* c:Tank and PUMP CHAMBER CROSS SECTION ARID SPECIFICATIONS PAGE OF -J VELDT CAP WEATHER PROOF JUIJCTIOIJ DOX . ti C.Z. VE PIPE AFPJtOVE LOCK IMG 1 10' FROM 000JE. M)IAJHOLE COVER P01V AiluDow OR FRESH wASZN1UG LAgEI_ ASR WTAKE couDutc FI Nis 6``^W. IS _ - WLET PROVIDE AIRTIGHT SEAL • B��rL� •n, I III \v` Approved/ zfs�. r•tc A I I Approved o Rat I I pp ved joint w/ q — I i I joint w/ PVC pipe I I ALARM PVC pipe I r • I I ou - C I LLEY "� FT __1 PUKP -� OFF D COW FLETE �L� : a�I. 013 I 5LOCK f . RISER EXIT PERMITTED OQLy IF TA MAAJUFACTURER HAS SUCH APPROVAL 3 "AFPRo.FD �BFDO I lv4 SEPTIC F SPEC.IFICATIOKJS DOSE TA MALJUFACTURCR: W\ �F�Z IJUMbER OF DOSES: S • S PER D.r<., w TAM SIZE : 1 ^ 1 _ L� �IL0 02 M RGALL0US DOSE VOLUME z ALARM MAUUFAcrUR.ER: L� -b u S s�� S IAJCLUDIMG BACKFLOW: 1 3 � •� �,A LL0I1: MODEL WUMBER: col + CAPACITIES: A= 18 �)�p.3 SWITCH TyPC: — � ��C�Z -I-( ! IAICHCS OR GAILOf�S l�, 8 = IAJCHES OR 414 4LLOIJS PUMP MAMUFACTURER: -I�ZS C: 6 INCHES OR )33. GALLOIJS MODEL NUMBER: _ 4 �;E Ll O D= �� INCHES OR ZZZ '�GALLOAJS SWITCH TYPE: — C10 MOTE: PUKP AMD ALAKM�ARE TO 6L ` MIUIMUM DISCHARGE - RATE 21 GPM INSTALLED 6W SEPXRATE CIRCUITS VERTICAL DIFFERENCE DETWEEU PUMP OFF AIJO.- DISTRIBUTIOIJ PIPE.. %, �37 FEET t MINIMUM METWORK SUPPLY PRESSURE . , .. , (, •S O FEET �S -pX 1. 3� + 14S FEET OF FORCE MAIN X Z F YoFCFKICTIO►J FACTOR.. Z 3S FEET TOTAL OyWAMIL HEAD = _ 'S �FEE.T As per Manufacturer ZZ.'Z -y gal /in. Liquid depth 36j� M E40 Series N"s 4/10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 cn W 30 W H 25 8 Z y 20 , a sz 6 J. I 2 IS J 4 10 5 2 0 IL 0 0 10 20 30 40 50 60 7o 80 90 100 CAPACITY GALLONS PER MINUTE 1101 Myers Parkway, Ashland ;'Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98-7443 K3326 7/91 Printed in U.S.A. I f Wisconsih Department of Industry SOIL AND SITE EVALUATION R L F O R T Page \ of 3 Labor and Human' Relations Division of Safety Buildings in accord with ILHR 83.05, Wis. Adm. Code • COUNTY S`T'• CRS JC Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION l-t AAL\2_ pr v Y - t tf vw 0 �'3 A� N GEIVP -6G - NE 1/4 SR- 1 14,S 3S T Z8 ,N,R 19 E (or Vp PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # :16 S v N V LZAJ O . — I — I ' CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE DOWN NEAREST ROAD 21U(- X1'2,. (�l.�S� �vl S�u'LZ (�lS) uLS- 6269 �,p 'S'1►.��IDG� `1��1GE New Construction Use Residential / Number of bedrooms 3 [ ] AddiiiQn to existing building () Replacement { ] Public or commercial describe Cade derived daily flow qSIZ� gpd Recommended design loading rate - bed, gpd/fl 0 -3 S trench, gpd/ft Absorption area required 3 - A S bed, ft 5 trench, ft Maximum design loading rate o - S bed, gpdlft 0, (- trench, gpdfil Recommended infiltration surface elevation(s) °L' 6 It (as referred to site plan benchmark) Additional design / site considerations "%1uK p w / S' k -\ S' ` i1 CtA - "tti - 1 r O F S h-ivp FILL . Parent material W Nr' S ova Flood plain elevation, if applicable 1V R ft S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL I HOLDING TANK U = Unsuitable for system 1 ❑ S ®U INS ❑ U [IS . ®U [IS O U [IS ®U ❑ S 12ru - SOIL DESCRIPTION REPORT x ,,,91 �' _ S DA 't Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon Texture Consistence Botl dvy Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. N ed Tmnch 1 1 CB io �z_ z - si 1 Z : sbh y"t c w - o.s o .6 tt Z $ -l9 10�� 3! s�1 ZmS CS - ° .S u. S - Ground 3 1 -3Z lo`ttz- 316 - si1 Z�Sbk lv��>^ 2• elev. c t a6•�( 32_SL �.S yIZ ylY �.Sy1z s /t� SLCI - Depth to �`� ?; V limiting' , factor Remarks: Boring # OF ; 0 -9 1�y1z 3l2 Z'�Sb+z`�� Z Z 9_ 10 `11z 3l6 g'it Z5 y►��>` C w o. .' u. Ground 3 Z9 -Yt� '�•SyfZ /y S �cSb w�v��. cS o.�( 0.s elev. ft uU y Lo`1R `l3 SLiR Depth to TLI� sin Pt!U 0, J' limiting factor 71 Remarks: T Name: - Please Print Arthur L. W e e r e r Phone. 715-425-0165 egerer Soil Testing & Design Service -P.O. Box 74 River Fa11s,WI 54022 Signature: �- - Date: �- ��` gy CST Number: 5 7 6 • 4 • PROPERTY OWNER ' fblyA►y SOIL DESCRIPTION REPORT Page, Z:of 3 PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture '3 Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont Color . Gr. Sz. Sh. Bed Trench 10 ` Z I z — s i 1 Z `F s d`rt ,� `� ►- O w - o• s u, -S 3M — ....,,....,..,.. Z. 11 -ZL 1u`� IZ 3L3 S r� Z -�.Sdh � f1� C w o• S u•-6 , Ground 3 IZ-3 1 `1(L 31 6 — S 1 Z 8 b k rn `�� CS v • S o, (. - s _ elev. on-8 ft. B V - 62 7.S `J V/ f - ` i•S`12 S/8 S1 Ow'► t►� `'FP eS _ i Depth to S 6-L-6b tub limiting factor � w �., c Div 4 3V" �7" IpUkj g S B R Remarks: Boring # - {Y n Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # w� x Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) . PLOT PLAN Page 3 of 3 SCALE I"= 3a' / - 8m E-. �6,d pn1 �Ol� DF 3.Z'L}t6 ✓ CLL - V ZS' v.L g6� , a:Z � / d r A? 2 i� " ° z j J ZS� S'� RR..11 � 4 6 `? GE TL�Z2A Vou st ""m � Lft3T ZS' F-Iwwl wi 'T1Z�v— 14 WITL,\. 4 k k R O K H `T}q uPS� upF S�O� oC=� wcv�ND 8�' FtC� __1 8 ; P ( 715 ) 42,q- M00576 CST Signature Date Signed Telephone No. CST # ST• CROIX COUNTY • ' SFI'T'IC TANK MAtMLNANCE AGREEMEW AND OWNERSHIP CERTIFICATION FORM Owncr/I3uycr A n I S h ds f For p ear � 0 Yn a Mailing Address Cj S- j e w Property Address (VCrltiCa(ioa rcquircd from Planning Dcputmcat for acw construction) City/Statc i y e r r k WT Parcel IdwtiGcati Number JJW DES CR I I { Property Location y 5 E 'v, Sec. 35 . T a8 N -R I 1 W, Town of -Y o v Subdivision Lot # - Ccrtii ed Sutvcy Map # Lo+ Volume �oc # 3� 7 aQ WatTanty Deed i# volume _ . Page # Spec honed ❑ ycs 1ff no Lot tines idc 6EAlq A ycs ❑. no - ������7� '�'�rpsbcazooa�Idtrsaltiaits ..,. �• to hand(cwasLcs.P:vpermai�bcaanrx consists of pmmpiag oat the septic tank CVMy &,CC Y= of tomix if idcodad by ec sod ' Whit lain tlae can affect lbe fiwdioa of tlbe septic taakss ": trca#a��at age in the vztste d'uposaicyxGdax, P m T� MIpCq " owner #gins to submit"to St Qcix Zoaieg Dcpattmed it catduxfica form, rigned by (k <m= and by a P 7 ymaap7rrml,c�trstdd dpkmberortTw= Cdpua�crrrrifyingQgt( 1) theoaaitciaastca�a�tcrdzsposalsYstcm is in pmper oPcxafing Condition andlor (7) after hVecti. wd PomPiAg.Cd' y). the scptiatank-is Ices flan M full of Mudge. 6C M &Mgwd hm lead tl above nerd V= to tasmf<in the pchv towage disposal system with the stand .aids a A ms's ed by tie Dcputmmt cf a = 4 &. Dcpzaf xd of Nagai " ;�'� � y� �e R,csoaaCCS State of Wi9ooasin.. �ficahun sys� has bemmaiatainedmttst be cw*todand tctamod to the St Owix.County Zoning Ofliee within 30 da of fire dm= year crViation data SIGMA OF APPII NT CA 6 / y/ D3 DATE OWNER. CERTMCA.'l I0N I (we) Certify that all status on this fo= am tme to the best of my (our) latowledgc. I (we) am (arc) the owner(l) of 7, desen'I,cd Dove, by virtue of a °u'mtY flood tnootdod in Rcistcr of hoods Oflicc. OF APPT:IC.ANT / i DATE • • •• •• Amy information that Is misAgxcScnted may tcu t is the unittlY par=t being Moked by the Zoning De%'rtment • • Incladc %d(IA tttis application: a cun4xd wamaty deed from the Itcgistcr of Dodds oflioc I Copy of the eedifiod tutvey trap if mr=aoc is made in the warranty deed x r X33 a17b �r u Ps Walden i Traw � sr*1111,, DKED, made between Grantor [ and Yo nan and Mar �....�53 ,....... w. �. _ ? —004 e. W�t'�eaaa. That the said Grantorfot�avahtable coneideratim f o on e th __+�► d41 . and ot her good nd v 3.uable considSira on r f ' _ -?[ `- - -___. St. Cr ;a County. MMUNK TO convoys Grantee the following desr.ibedteateatlKslR ,S1 FF� iAI ( State of #isconsin: NN "v WAY now homaat *m z Lot tain Certified Survey r4aorde In the St. Croix C;KMty Register of Deeds Offies'ia Volume "1" of Certif3e4 Survey Maps at page 136. document = t , w 2 622. number 3 7 -,;� .'� Tat t r` ✓' , v XT +y K�� K the[eonto btl �14Tc r , all and singular the aartaEa a". oppurt"Aloc W :k t:tlud title is good, irtdetaasi4LM'<fmt afar �clow of encambrana" 00 ti e -na and re gqe} defend the 'same.. � � � � '"M �i1, `r ilk" 27th dad iL MI q� -. tk ti.Yt x n the o td . tw+ Gl % #uVN t q�� 4 &FACED IN PRs v • ! v' � r cay� :,w� � " Wald emar' B as � 1'N'aa1 , � =•_ a�' 6�. 3 �i SAY .:. e„" _ �.: x^'t7m.�.r WOM rA. ✓ hV1' ..rap tt I +� F I r a .• r. `.W as *i .. tom•., ,, ;u -y r t*' 4: -' rr "'dr e "� x � Al ._: "fib r• i sx s i ... , y ._ . ,� 9y o e , , a ted this . A, r* k r X 5 u 6 s zwa r M " Itl�r: NemWr Stater $at' 4Q deaist Authorized undsn SeC 70401 W STATE OF wtISCONSIN' _ St. Croix _cowtlff Augus ilN -- day of i coolly came beforQ m q tthie e named __ . r tAe y — and 'ocknosried d to art nown to be the person__ vrlM► ezead ,, F TbiM jftatrument was drafted by ^r t e x oaaty. •ill WA refer Seguin. Attorl s>rP>ae:� a re8 F! ver - Falls r Wiseonilw rt�ur r . '!ha e_of witnesses is optional � <�r + Y z . :�� Etta >• + �}�1i4lWw''tI'(It'M sIg✓II ►ttllliai'`r,�: S' �`��it'+�,r a a � Ef of persons signing in env ctpss „ i k � t � � .*r•► ©FED —STATE BAR 01 x .• '-._.: N +,M stioa . K4aMSr Ne. 13001 ..._ ry aoctnttwr "°. vk i PACE STArs MR OF WISCONSIX -P to t WAINNUM 3 84 61 3 VOL 4 PAGE THIS »AC sE oR s�ECO DING DATA TM Dl.ED, stade betwess Donald D. Krt ;gear a / k /a nn REGISTUS OFFICE f ?. ICruQer and Donna M Kr u eanh in t -hair mmX ST Mi co wt& ZiQht Reed. for Romrd 0* 13th Grantor day of A.D. 19 83. ow mark 3. Yonan and Mary A Yonan, husband 4nd wife as joi nt tenant t IAA, _ Grantee, . tl•ade Ri t s e s s e t h , That the said Grantor, fjr a valuable consideration o f nn del l ar and Other Qnnd and VAInahlo nnne i a ao- ra 1 eoewys to Grant" the tonowing described St. Croix rest estate in �� To Cow", slat• of Wisconsin- Tax Key No. The North 140 feet of the South 456 feet of the West 160 feet of the East 587 feet of the NE4 of the SE4 Section 35, Township 28 N, Range 19W. TPANSFER $ _1_..0 s not This i homestead property. (is) (is not) Together with all and singular the hereditaments and appurtenances thereunto belonging And Donald D Kruger a /k /a nnn n Kri,g anA nnnnm M KrU ey warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions and reservations, if any, of record. and will warrant and defend the same. Dated this - �, day of , 19il. (SEAL) r (SEAL) ' *.PDA4jd D. 0 Kruge (SEAL) f x (SEAL) • * Donna AUTHENTICATION ACKNOWLEDGMENT Signatures authenticated this —__day of STATE OF WISCONSIN ' 19— 1 as. County. f Personally came before me, this 12 day of a O i i 'S S the above named 1 0o:J fin. TITLE: MEMBER STATE BAR OF WISCONSIN k�Q O O U A/ ,N A-i OE L 6 e a— (lf not, authorized by § 706.06, Wis. Stats.) This instrument was drafted by D. Peter Sequin, Attor to me known to be the -person -5– who executed the fore- 102 N. Main St. oin ument d ac ed ed t same. g g g he m i River Fa11c, WI 54_ 022 (Signatures may be authenticated or acknowledged. Both * AA /4': �it/L'L Scr✓ are not necessary.) Notary Public - County, Wis, My Commisgion is pe anent. (If not, state expir�atioo date: *Names of persons signing in any capacity must be typed or printed below their signatures. • ti. WARRANTY DEED -STATE BAR OF WISCONSIN. FORM NO. 1 -1977 I 327622 'CU'T'IlIlfl SURVIM MAP Part of the n 1/4 of the SE i of Section 35 28 N o Tom of 2%oy, St. Croix County, Wisconsin. col solidate* Lumbers Oe. 3 FILE 1 17 IM '•'� o° o scwur : / SOO' of ... + « Z �► • Iadlce? . slow pipe e , iron _ - - 0 y+Rrs ieo. oo' 0 Descripticn: r Thet certain parcel of land or tract of real estate located in the NE 1/4. of the SS 1/4 of Section 35, Township 28 North, esn4a West, Town of Troy, St. Croix County, Wisconsin,, more fully described as foilq t: Cvamenning at the the E 1/4 corner of said Section 3,$ theme * West along the IRst/West i/4 line a distance of 427,00 feet; thence South 33.00 feet to the Point- of- BSegirning of the peroa�. to be7 described; thence continue South a distance of 832,,00 feet ;, thsnce hest a distance of 160.00 feet; ttmae N orth a distaaos of 632.00 feet; thane East a distaaoe of 160 *00 toot to %Ae Point -of- Beginning. , 3 M sooelsln , Pism 1 Mmes L. Murphy, Registered Land Surveyor, do hereby certity. that by direction of the Owner, Consol surmyed and divided the lands shown hersbii� ax description shown hereon . ere a true and oorrrbt description of the landr a s divided - and that I trod owni all the provisions of Chapter 236.3+ of the Wisconsin Statu ` surveying, dividing, mapping and describing 8ai4N�#Md Dated: iQ June 1975 ��`�� NS 9 ph !t S d! `�'• RIVER FAWN' Vol, z Pege 136 E,�••..,, Certl?l"Q p W F O LAND S St, Cr oix County, is. nNnan 4 Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TD #: (608) 264 -8777 er virsconsin www.wisconsin.gov .wis c ons .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary June 03, 2003 CUST ID No.220254 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: 06/03/2005 Transaction ID No. 873488 SITE: Site ID No. 659716 Milford & Mary Simonds Please refer to both identification numbers, 36 Sunview Dr above, in all correspondence with the agency. Town of Troy St Croix County NE1 /4, SETA, S35, T28N, R19W FOR: Description: Four Bedroom replacement Mound System Object Type: POWT System Regulated Object ID No.: 905275 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: Conditions of Approval: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 /01). • Limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • 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. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local ,dnspectors. o Zz I t tp, 4 �� h all °j� _R ARTHUR L WEGERER Page 2 6/3/03 Owner Responsibilities: • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608 )-789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSNWT code: 7633' i cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 i TITLE SIIEET Page 1 of FOUND SYSTEM FOR A BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10691 -P and the Pressure Distribution Manual SBD- 10706 -P (N.01 101) (N.01 101) LOCATED IN THE Q1~, 1/4 OF THE S� 1/4 OF SECTION 3S ,T Zb N,R 1� W, TOWN OF - �? ST- C-Vw LK COUNTY, WISCONSIN. v>1D #- byD 1 0 -000 O-10_N \11- 3o_coo INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM 1°IANAGEiMENT 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 M LL F 19 K)�) m mty Si"c7.'b 21 Ut`t2 1 = pc�LS f (.v l Sk4 0 PREPARED BY WEGEF S; C3 S L TESTS NG AND. DES I (SN SERi1 I CE P.O. Box 74 421 N.Main St. River Falls, W 54022 Phone 715 425 - 0165 - ot Fax 715 425- 68640f � e hFTM iq y , uais r Cf CO s . MMERCE ' t vF SAFETY AND B UILDINGS ` RECEIVED .�.....'• SEE CORRESPO NCE MAY 2 2 2003 8 %+tata0 SAFETY & BLDGS DIV. JOB NO. 03-17 Mound System Management Plan pag Z of 7 Pursuant to Comm 83.54, Wis. Adm. Code Seotic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. Theo erating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filte s hall be cleaned as necessari to nsure ro er o eration. 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 e Ile 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. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem 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 6005, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual fga—B }g5 t9" and local or state rules pertaining to system maintenance and maintenance reporting. S 'a 'D _ I O q1` P 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. erformance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in Its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at L(6 8O ST -CCU IX The system installer at "1 `S _l�z,S`_ 55 S'1 kj The tank manufacturer at _ 8co b I^J en The effluent filter manufacturer at The pump manufacturer at L y l°1 - zeq- I1gy yt.1�L PLOT PLAN Scale 1 " =3 U - Page 3 of 7 "q XK . ' ti //�?Pa►��t�l..p • � �f-1ST L O i ftTz $�' . LL � ° ►:$,.o' Lam__ 1v0`l� = L4S' of IPW\ �DWQD "PL�2 -.CeDE v0z.tPY EY—tST- BurcU�i�;� I F POT � wLTL� y " Pvc, p / 47 , 1/ ! r III 2 _j 00 �vo� cc�►�P�eY , I 2z I I �o O2 T>l9 I / `1 mz 1 I I q o IV o 101 a 11.. TZ E NOTES: i 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 1 2pp 1Bop gallon capacity manufactured by W l�S COw1 ° u?k'`i� CLJI > tuU /9& M R 1 VJ IULKIi ZA'1��. F %-_7e 4. Bench mark STE�- Pr3oV@ 5. Divert surface water around system to prevent ponding at the uphill side. Page Or Amorov ed S inthetic CoL erinc ASTH C33 Distribution Pipe Medium Sand To Topsail _ --"`^ fG p r == = F E1 ev. �1� .O 3 a 3 t /Z. °a Slope Distribution Cell of Force Main Flowed z" to 2- Aggregate From Pump Layer D �1 E 0 -8Z Ft. CROSS SECTION OF A MOUND SYSTEM F Q,b Ft. G O S Ft. S A aI Ft. H \ -O Ft. 1 0 Linear Loading Rate= c N - O GPD /LN FT B 6- Ft. Design Loading Ra =o. /SQ FT T 1Q Ft. . 1 J - 7 Ft. K � F i. . `mac -'�a -you a nn L $7 Ft. W Z 6 Ft. - Observation Pipe E K A o----- X68 - -- --- - - - - -- -------- - - - - -- --- - -- W o--- - -- - - - -- --- -- --------------------- --�- -o Force Main �Distib r , „ , P Cell of � to 2 = aggregate Observation. Pipe (Anchor sec=ely) ' ' - PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Page S of 7 Place the holes at the bottom of the distribution i p es 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 fitting to a point within six inches of the final grade. Terminate the ends of the laterals with a valve :threaded cap or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded plus. p Fv C Later) Mandbld Pv ra Lateral x x x x x!I xf2 x x x x Lateral Lenoth — Lateral Length — p Distribution Line hr�11F0u S C_ -- FVC P n, i o __ P 31 5 Ft. Hole Diameter X1 8 Inch - S 3 Ft. Lateral ) Inches) X 3 Inches Manifold " Z• Inches Force Main " Z Inches of holes /pipe 11 Invert Elevation of- Laterals g0 -S Ft. � - u S Ix6 = - 2n FPM - Combination Sept" and PUMP CHAMBER CK055 SECTIOIJ AND SPECIFICAT10N5 ' PAGE OF 7 VEIJT CAP WCATHEK Pitoor JUUCTIOIJ BOX . ti C.Z. VENT PIPE APPROVED LOCKIIJG 1. ' FROM -- D - 0 ' 0 I- � y�q� -NIUG CO E V :iiuDow OR FRESH wlt�tCLT►sti•r MfrP AJR INTAKE S cawcutT ti I F NJ tsl{© I Y Mllv]. G acv E Lt d IMLET �•` PROVIDE I - `'' AIRTIGHT SEAL 8 A77 tS I I Approved z�t� °'' III Approved joint w/ fl -V6 I joint w/ I II PVC pip ALMA PVC pipe - II D I I i oIJ C I I CLCY " FT 1 PUMP - -J OFF D - COUCRETE ffLT -- .a -1 - 0 1 BLOCK f RISER EXIT PERMITTED OIJLy IF TAIJK MAIJUFACTURICR HAS SUCH EDO H APPROVAL INr. �BEDt� t tV G SEPTIC E SPECIFICATIOUS DOSE TAWKS MAUUFACTURCR: Wk�jk7'Z �� 'L�Zt'T� QUMBER OF DOSES: S- 5 PEK DA- TA WK : :'-J\-P 17-130 8D M f?,-ALLOWS DOSE VOLUME z ALARM MAUUFACTUR S _ J - QLer -Cr ZA g s S INCLUDIN BACKIFLOW: GALLOIJ: MODEL IJUMBER: t z ll CAPACITIES: A= lg l 3 SWITCH TYPE: � IuCHES OR /DO' GALLOUg 8 = IucHES oR L l ( 4• S G�uouS PUMP PkAMUFACTURER: 1"��'l'�ZS C: G INCHES OR )33 y� GALLOIlS MODEL 1.IUM9ER: _ �� q(Z) D= `� INCHES OR Z � Z ' GALLOIJS SWITCH TYPE: h'1 Jk{ 1JOTE: PUMP AND ALAR TO BE ` MIIJIM DISCHARGE RATE Z-1 *" GPM INSTALLED OIJ SEPARATE CIRCUITS VERTICAL DIFFEILENCE DETWEEU PUMP OFF AUO..DISTRIBUTIO►J piPC., `u' �z FEET + MIIJIMUM WETWORK SUPPLY PRESSURE , , .. (, -S O FLET CS - \3 k 1. 3� i - I 4S FEET OF FORCE MAIM X 100 FEFRICTIOU FACTOR.. Z 35 FEET TOTAL 0!JkJAMIC. HEAD = _ S Z FEET As per manufacturer ZZ - Z-y gal /in. Liquid depth 3b�� �,P E 7 c - 7 M E40 Series M"M 4/10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 W 30 W LL y ( W Z 2 S 8 E Z Q = 2 0 N a 5 6 6 4 O 10 f— 5 2 0 0 0 10 20 30 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE 1101 Myers Parkway, Ashland; Ohio44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3326 7/91 Printed in U.S.A. M " C Cho ✓ u FS 0 x Y K Parcel #: 040- 1134 10-000 12/15/2005 08:52 AM PAGE 1 OF 1 Alt. Parcel #: 35.28.19.556F3 040 - TOWN OF TROY Current X'', ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co - Owner DAVID MARKSON 0 - ANDERS BAR ANDERSON BARBARA 36 SUNVIEW DR RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 1.000 Plat: N/A -NOT AVAILABLE SEC 35 T28N R19W 1A IN NE SE LOT 3 OF Block/Condo Bldg: CERT SURVEY MAP IN VOL I PAGE 136 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 35- 28N -19W Notes: �� Parcel History: 0� Date Doc # Vol /Page Type 07/14/2003 730182 2313/571 01/09/1998 5711004 1287/141 W TI -- 5 - 3 - 5/3 - 1 - 6 - N - L ( fl (P 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 103099 213,900 Valuations , �'a. Last Changed: 07/21/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 38,000 ` 167,900 205,900 NO Totals for 2005: General Property 1.000 38,000 167,900 205,900 Woodland 0.000 0 0 Totals for 2004: General Property 1.000 38,000 167,900 205,900 Woodland 0.000 0 0 Lottery Credit Claim Count: 1 Certification Date: Batch #: 109 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 � f' Sa sy�.' i•l _ x �, �� t � k �,� - Y'u,.� C s, �I I t Q. T, M. `� x 1 r5 l / �► iSOL* SOr►V ) so►•11 y? six .I tF 1 i �5u ' r ♦ 5oa� t �. i. • r,l.y o ..rr....» «.r— .r.:.»..;..r .1 • � n . 9 � r � ' 1 � �♦' ' 1 �� �1 7 � ` ;' Y x n,Y� ,, •1 n z � Y � �'� t 1'�k >' y s I: err s�Jt a�'� Fitt z; 64. f) ur . . � �r rwrw. +• i I' � . W I • �.i�.iIYOM.�w.rr rr r Y .N+M4.'.�.I�•IY.Yr /r. 1Y/Mrf'.h �11 7 ! . f ttt •c r �r �w. �� �,,, . I . i ���, V�7 �z - 3, { , 327622 CERTIFIED SURVEY MAP Part of the NE 1/4 of the SE 1/4 of Section 35 T 28 N, 8 1 9 W, Town of Troy, St. Croix County, Wisconsin. Consolidated Lumber Co. 41W Y L iaa; Sec. 35 A'tM" Y1/isf 42T.00' AP P. &A 5e -Ath 33.00 Stc. 35 - ti N � N FILED ._ o - .5 cs►�E : N 17 1 I`= Z OO' ' JU97.5 �' ° . "ES O' CONNELL M O Reyhler of Deeds Oj � � � G1. 51. Croix i.n� h. N � o " � tu Z h • Indicates iron pipe stake 24" long w6ighing 1.13 # /ft. w 3 � a Wes f i6o. oo' Description: That certain parcel of land or tract of real estate located in the NE 1/4 of the SE 1/4 of Section 35, Township 28 North, Range 19 West, Town of Troy, St. Croix County, Wisconsin, more fully described es follows: Commencing at the the E 1/4 corner of said Section 35 thence go West along the East /West 1/4 line a distance of 427.00 feet; thence South 33.00 feet to the Point -of- Beginning of the parcel to be. described; thence continue South a distance of 832.00 feet; thence West a distance of 160.00 feet; thence North a distance of 832400 feet; thence East a distance of 160.00 feet to the Point -of- Beginning. Certification: State of Wisconsin) County of Pierce ) ss I, James L. Murphy, Registered Land Surveyor, do hereby certify that'by direction of the Owner, Consolidated Lumber Co., I have surveyed and divided the lands shown hereon and that the map and description shown hereon.are a true and correct representation and description of the lands as divided- and that I have complied with all the provisions of Chapter 236.34 of the Wisconsin Statutes in surveying, dividing, mapping and describing said / � �s /V Dated: 17 June 1975 �`..• it45req :�aj;d2 s*ry - ek or Cr)% RIVER FALLS, 4 iE Vol. Z Page 1 6 � Wisc. ; �y�C►� � Certi? ea Maps % St. Croix County, Wis.