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HomeMy WebLinkAbout032-2122-30-000 } k \ g � A 0 \ \ � . \§ (D cm \/ 2 :o§ \ =D « � R z " « g � a § % � a ■ � q � 0 § # \ $ ■ _ ® / ■ _ § § \ Q \k7 < .. } . 2 0 2 ± g e I ~ k � �q o 0 2 ® + ) C. 5 } \ \ . ) -� t\ a a a 7 . .a IL § r J v \ § 8 § I ° » § § k a ) co a , � o !e ° — ® 8 2 ` _ Co \ !\ 0 / # \ — ° 8 \§ E LO / � )\ \ o §)« a b/ @ a s ® © ; a , 2 §\ K E k/% g c— g Q 3$ o k / o )\ � 2 , cc " 4) E 2 I\ k a§ & L) a 2 3 0 r r v Wisconsin Department of comirnerc:e PRIVATE SEWAGE SYSTEM s�lfehrar►df7drn9sDMSan fttroix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) S19WImitNo.: Personal information you provice may be used for seowdary purposes (Privacy [ w. s.15.04 (1)(m)). State Plan ID No.: G Permit , lk N ame: Ci ty �7 vn�a Ie su r ownship CST BM E ev.: Insp. BM Elev.: BM Description: 5b Parcel Tax No.: i p o o 032 - 2122 -30 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic /a D Benchmar Dosing �i�J -e�� vb 0 I . BM 3,7 I�t. `f•D 102 Aeration �- Bldg. Sewer /0a, /y Holding lj St Ht IN 1 -01 6 / TANK SETBACK INFORMATION St Ht Outle W-) , C).'30 /0/, & - Z- - TANKTO PIL WELL BLDG. Ventto ROAD _Dt Inlet jJ /. &- Air Intake Septic 3(0�/� / �� NA Dt Bottom /a.1 & / !d Dosing J) ! ( NA Header / M n 1 1 1.2 rP' Aeration NA Dist. Pipe li .LZ �• IC> tps Holding Bot. S ystem I! 7./� /oy•O PUMP / SIPHON INFORMATION jinal Grade Manufacturer �U /�� Demand � � a Model Number "�- GPM R w1 ,w i //.2 I /• �- "' TDH I Lift 5 S � Friction A System a /, TDH I 7 t `/ 1 S• T - il.l / /o• 7 ld os . oss H d ; a Forcemain Length / Dia. � `` Din. To Well �6 / -l-E;g M - �"S SOIL ABSORPTION SYSTEM �M TRENCH Width Length No. Of Trenches PIT No. Of Pits a Dia. Liqui Depth D IMENSIONS ( M I -___ DIM 1 N EACHING �N1anu • SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM AMBER M m r INFORMATION Type O Q / --- System - Y 1 00 - rO OR DISTRIBUTION SYSTEM F ' g' (a Header I Manifold Distribution Pipe(s) x Hole Size x H Spann Ve o Air Intake + Length 4 Dia. Length /'( Dia. I / 4 Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present con , el}'c. ec Ion / /` Ins ection # / COMM / ltsuJi . IIJIb -ol - wlou ► a�� l I - �� -ol -� Location: 2123 76th Street, Somerset, WI 54025 (SW 1/4 SE 1A 13"131 N R1 9W) - 1331191102 Rocky Knoll Estates -Lot 7 1.) Alt BM Description = 7 t+t �p�(�.� 2.) Bldg sewer length = �/ r�tivn 40 C ' � °� �/ �` mss- b - amount of cover =) lg �) Mr > l2 9C° -✓�t'� y 3.) t u = $ O- I o t t L ► o` Plan revision required? ❑ Yes el o Use other side for additional information. 0 11 4 lDate ._Ins r Si ature Cert Ni SOO -6710 (R.3197) 2 3 cl 2 (Z '� ` -(� 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 lViscons Personal information ma ou p rovide be used for second purp oses Madison, WI 53707 -7302 Department of Commerce y p y pP [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County �� C State Sanitary Permit Number ❑Check if revision to previous application State Plan I. D. Number I. Application Information - Please Print all Information Location: Property Owner Name Property Location C E $dU 114 S 114, 5 f 3 T 3 1 ,N, R (or Property Owner's Mailing Address Lot Number Block Number 13, 5'9 City, State Zip Code Phone Number Subdivision Name or CSM Number II. Type of Building: (check one) ❑ City J6 1 or 2 Family Dwelling -No. of Bedrooms : I ❑ Village �'� • ,,:- 'Town of ❑ Public /Commercial (describe use):_ ❑ Stat - Owned S 0 e& j off O.$3 Nearest Road 7Y� x s�'S • mm-All � �-} . � _ s A�/E + o J `: Q , A 1 i Parcel Tax Numbers) w I. Type of Permit: (Check only one box on lin A,' Check box B if applicable) — 13 - 31, f9wW ( 10 A) 1. OF New 2. ❑ Replacement 3. '0; RG laceme 4. 5. 6. ❑ Addition to System System Th�k pt}ly Existing System B) eimlt Nu et, Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) - IaD er. ❑ Non - pressurized In- ground ®"Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (GalsJday /sq. ft.) (Min. /inch) Elevation 160 &oo 5' o VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks -Sap ri o ❑ ❑ ❑ ❑ G . 1 0040 0000 = `S III. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumbn Signature (no stam ): RS No. Business Phone Number e z Plumber's Address (Street, City, State, Zip Code) 5A6 21-1E` OECD - K IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued s ng re (No tarti s) Approved ❑ Owner Given Initial Adverse Surchar Fee) Qp Determination X�. / Conditions of ppro 1 /Reasons for Dis proval: �: ; X MKO 1 its tS °. Fes-5�� S` {oar °� 3' n S� ST CF10 7 OL i s i b A a.S SBD -6398 (R. 07/00) i >'' f � Lam � T f t• s ��E !L / !a QN'' SU. �O! �f.N'C- EL — : /Dd V I I I / h 0RiE Alo C S j f i . Q PnW't s �b i i � 1 i PRnp ; '3 IC-P 4� 13 e j i I I 1 C7 CovAcl, e . 1 ! 1 f x YA ?fA 01.0 vG� o? I + f1AcU /i G ./may 12 ! Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 �SConSin ►` ,^ www.commerce.statemA.us /sb f , `ay www.vAsconsin.gov Department of Commerce MAY 1 ` 2001 `� Scott McCallum, Governor SY `/ f Brenda J. Blanchard, Secretary Cl)►i .n May 16, 2001 CUST ED No.221741 ATTN: POWTS Inspector ZONING OFFICE DONAVIN L SCHMITT ST CROIX COUNTY SPIA 586 VALLEY VIEW TRL 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/16/2003 Identification Numbers Transaction ID No. 641384 Site ID No. 629525 SITE: Please refer to both identification numbers, SITE ID: 629525, M & G, INC., LOT 7 ROCKY KNOLL above, in all correspondence with the agenc ESTATES ST CROIX COUNTY, TOWN OF SOMERSET; 210TH AV SWIA, SETA, S13, T31N, R19W LOT: 7, SUBDMSION: ROCKY KNOLLS ESTATES FOR: DESCRIPTION: THREE BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 791797 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). Manuals used are to be listed on the index / title page as to Name, Number and Date of each manual used. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A state approved effluent filter is required. Maintenance infonnation 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. Slats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Slats. • The changes made to this plan on * / * * /00 by this reviewer were acknowledge and approved by the system designer. s r DONAVIN L SCI MITT Page 2 5/16/01 • The changes made to this plan on 5/16/01 by this reviewer were acknowledge and approved by the system designer. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.52(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. • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • 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. 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, DATE RECEIVED 05/02/2001 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 Charles L Bratz BALANCE DUE $ 0.00 POWTS Plan reviewer II- Integrated Services (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM cbratz @commerce.state.wi.us WiSMART code, 7 eo C- ((� /r/,Vd t- i S Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 w TDD #: (608) 264 -8777 Visconsin www.vAsconsin.gov .vAs c ons .wisonsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary May 16, 2001 CUST ED No.221741 ATTN.• POWTS Inspector ZONING OFFICE DONAVIN L SCHMITT ST CROIX COUNTY SPIA 586 VALLEY VIEW TRL 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/16/2003 Identification Numbers Transaction ID No. 641384 Site ID No. 629525 SITE: Please refer to both identification numbers, SITE ID: 629525, M & G, INC., LOT 7 ROCKY KNOLL above, ,in all correspondence with the agency. ESTATES ST CROIX COUNTY, TOWN OF SOMERSET; 210TH AV SW 1/4, SE 1/4, S13, T3 IN, R1 9W LOT: 7, SUBDMSION: ROCKY KNOLLS ESTATES FOR: DESCRIPTION: THREE BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 791797 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P R.6/99 and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). Manuals used are to be listed on the index / title page as to Name, Number and Date of each manual used. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the P � g mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • 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. • The changes made to this plan on * / * * /00 by this reviewer were acknowledge and approved by the system designer. f DONAVIN L SCHMITT Page 2 5/16/01 • The changes made to this plan on 5/16/01 by this reviewer were acknowledge and approved by the system designer. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.52(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. • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • 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. 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, DATE RECEIVED 05/02/2001 Yx� FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 Charles L Bratz BALANCE DUE $ 0.00 POWTS Plan reviewer II- Integrated Services (608) 789 -7893, Mon. -Fri. 7:45 AM to 4 :30 PM cbratz @commerce.state.wi.us WiSMART code: 7633 SCHMI TT & SONS EXCA VA TING 586 Valley View Trail IQ� Somerset, W154025 tP 4 715- 549 -6651 sEE , „ .. O CORRESPONDENCE M OUND S Y,S LLM �; For. MAC- //VG / IIZr C-' iFR 1 A 1A1 �O Address: 1 3 � i A t = W/' • Legal: - Saj %TS'� ` , S 1 3 7 1 121V Township County: $ % C Rv! X' Contents Page I Soil Evaluation Report Page .2 Plot Plan Page 3 System Cross Section Page Pipe Lateral Layout Page S Dosing Chamber Page C, Pump Curve Page .r2 Management Plan Z� 13y: - Address: Valley View Trail, Somerset, W 154025 Tel 715 -549 -6651 MPRSW # t 12 V - Date y p c? l �'tandt�onally M PROVED 111M..NW. OF COWMA" MAN IN Mia ,f I f +NeswpMw�....n r- e.+�'nwaMr.MM�tt i I W15cAnsin Department of Gomrnerce SOIL AND SITE EVALUATION page. 1 ut - 3 amsion of Safety and Buildings in accord with C•ornm 83.05. Wis. Minn n. Code Torn Schmitz • PI + n rust Ce .)u Attach rrmplete site pian on paper not less titan 8 /i x 1 i .ncires in size. a ntY include, but not limited to vertical and horizontal reference point (8M), d' irection and _ St. C rctix _. percent stops, scale or dimemsions, north arrow, and location and distance In nearest road. Panel l`L, 0 34- 103 '1 -9v -00 APPLICANT INFORMATION - PJ+faaBe Prinr aJ Jnformarivn. Reviewed By - Date Personst information you provide may be used for secondary purposes (Privacy taw, s, 15.04 (1) on)). —�— �— Froperiy Owns► Property Location r'rwt. t r�r tV t lA }x: 1 /4 1 T 1 ; N.rZ 19 V+1 M IW 41 loll Propetty uwner's Malling Aadless Lid ri i tu,.n;k 1t ulni r Irrnr, u1 l,t Ro ck y i Rock �o ti !~st 13 Awat ukee 'frail 7 �____ - - -�_ ___- ___ ____.. _ Nearest Road ---- --- -- ---` � . City State ,Zip Code Phone'Number LJ City �) villa < i own Hudson W1 54016 Sotnetset 210Th Ave. I7 New Construction Use i 4 r �Adri4iian to existing building Residential /Number of bedrooms 0 Replacement L] Public or commercial describe (i0 Recommended design loading rate_ 5 - bed, 9A�tt --- -�' g Code Derived daily tow - . 91^ z .� trench, gPd /it= h area required _ 500_ bed, W 500 tranch, ft Maximum design loading rate •5 red, gpd /ft Recommended infiltration surface elevation(s) _ .__ -- -. 2 03 . 90 ft (as referred to site plart benchmari Additional design /site considerations System i::levation based on contour line established at 10290' Parent material pi tted Iacial drift - Flood lain elevation 9 a licable ntt ft Conventional Mound In - Ground Pressure AT Grads System to Fltt Holding Tank S =Suitable for system F. r S U � S& U C] S® U ! LI S 'A U J S Q U U =Unsuitable for system ❑ S 1� U � f� SOIL DESCRIPTION REPURT Structure Roots i GPD/f Horizon Depth Dominatit Color ' Mottles Texture Consistenr. Boundary I B�-- rTr2nch Boring# in. Munsell Qu. Sz, Cont. Color Gr. Sz. 5h. i I i 1f S fi 0 -11 I 103n'3 /3 na s1 2t nsbk - mfr gw - - 2 11 -29 - 1 0yr4/4 na 5}r5�8 s1 i 2msbk mfr_ i J c2d 7. i Ground 3 2y -46 10 yr4/4 t OyrS.r I s1 1 tnsbk - mfr - t— f A 3 etey — - -�- �_ c2f 7.5 l,5 /8 ! �- nyfr ° - -_ - - - - -- l 4 5 103.20 ft 4 ` 46 -77 7.5yr4/6 I0y r5 /3 -_ ( s1 _l msbk� _ I _._ r Depth to • -- l4m41ing factor - --- - - - _1- --- I L 29' - Remarks: na sI 2msbk mfi ; 1f t b Z - 1 0 -9 1Oyr3/3 -- - - --- - -- - -�- 2 9-1 10}•r4/4 - na _sl 2tnsrk m& - gw' if 5 .6 Ground 3 15 -29 1 5y r4/4 na sl - lin mfr $lev 3 { cw -- - -- t - m.2d 7.5yyl,5 /6 sit - Imsbk mfr .- -_ - - - -- •2 103.01 ft 4 29 -54 10yr4 /6 ^ I Oyr5 /2 - 4 i Depth to - 17 :iL� factor -__ -� �- 29' Remarks: .......,.,..�.� Telephone No. e Print) Signature CST Name (Pleas �+ - 71 5- 549 -ti651 Tho,nas J. Sch j� `- Date - CST Number Ref # Address 'rom Schmitt ��`_� - - 6;13/00 22742 9 1002 586 Valley view'rrail, Somerset W1 54025 op" z I a _.2 of _ 3 PROP it�Y OWNER: M & c, tnc__..___._.._____.____.___ SOIL DESCR.It~�� IC)t� REPO 1 Pa f--- � Tom 5chmin PARCEL LD.# a � !0 7 - 90 nom .. ; - ._....— �.... *---�° ure TI M Horizon Depth Dornmant or Mattes St*uct Roo ts in. 1Vlunseli r1u. z Cont. Color I Texture Gr. Sz, ;h. iConsistence Boundary st 2zrs'�k _ I !�iti ! gw If 3 1 � 0 -tD 10y /3 ' _ - - - - ---- � - - - -- --_— ---t , - — h mfr gi if .S 6 sl 4ms i� �---- 2 i(� -i7 iUyr4l4 na -- _ -- -�— _ ___ 4 rrrrun�i ql �r.�•:hk iufr pi - - 1 .�Ir• � I lnL�tak: rr►tr - -_- -_._ _ 100.72 ft 4 26-57 it)yr5 /6 7.5w5/2 J — � - -- - -- -- Depth to ---- I-- -- -- factor --- --�—__ 3 � 1 Remarks: Ground eley i Depth to - - -- limiting — _ -- - - - -- - -- -w-- - — �— factor Remarks: Ground I — , Depth to — _—.J -- limiting � factor Remarks: i ,. - ----- a__. - .____ _. G.ourd elev 1 Deptc, to — limiting factor —�.. Remarks'. - - -�-- a' •r _ 1 F 1 I 1 _ _. I I i I 1 1 or 0 B it N Mal (./M���l��t" • j v i , i 13y'7,� i�vPj 1 ; S a oa Sv 4,41'' 4 /.N•6- EL. CL,j / "7, i7 ct' ` f f f/�AC0IL 0 4 IAl &?f A : f j I f } , i i + l /'OQG G-G S � : •. L.FJ � —�D 0 �_/ � rE ` i I i f i 1 1 1 I ' , i 4 I I i ica: t , 1 : �1 t { .z�Z /,7. Synthetic Covering _ ASTM C33 Distribution Pi ?e Medium Sand :I v 40114 /0 2,3 _ G 6" Topsail SYS. ELEV. O .J t 3 E f 73 � y slope / Bed Of Z- Z %x Force Moin Plowed A re Layer g9 4 ate (6" Below Pipe) D ' Cross Section Of A Mound System Using A Bed For The Absorption Area F If A 7 Signed: g 8 Ft. .License Number: /7 y/ - K Ft. L /Q Ft. Date: y / 7 Ft. Alternate Position 1 M, Ft. of W Force Main ��••. Ft ' • .- ...�..— I Observation Pipe --� M A• A ------------------ - - - - -- ----- - - - -•� Farce Ma,n y� �Distribution Bed O.f Pipe Aggregate . Observation. Pipe Permanent Markers Pion View Of Mound Using A Bed For The Absorption Area Page Of Distribution Pipe Detail For A Four Lateral Network /111,ntnnlh I'nlllut 111 / /!C n�i'llnl Lrtlt 1 Force Main �c P PVC Force Main PVC Distribution Pipe, P ,Holes Equally Spaced PVC Manifold Pipe On Bottom X S X� � 2 * Last hole Should Be Next To End Cap 1 Y P `71. 65 Ft. S t Ft. X do Inches Y a D. N Inches Signed: Hole Diameter �� Inch License Number: 1 I L Lateral Diameter 1 - 111 K. Inches) Date: Manituld DiauMtcr Inches Force Main Diameter o? Inches I Holes Per Pipe Invert Elevation Of Laterals /0%, V Ft. FROM'-: SCHMTT & SONS EXC PHONE NO. : 715 549 6651 May. 15 2001 03:21PM P2 1, 0 7 7 K oc ,C KNB« MF G Zkc. /Y /XiF G eoefA w ..• . PUMP GHAM� R CROSS SCCTION AND SPEC!Ft AT: A%5 VC WT CAP YEUT PIK WEATNCK PR/ 00 APPROVED LOCK11►Ifi frlA1J►tOLIc CpVCR . .ItJOCT1OM BOX ' ' 0 all f Mrs /ti Nur►�, t/. Mt11 . .ji,4 ow i�K • K4Nt 1 All tWTAK5 6RADC , ( y'mi. J. I 1 tee tw. G0IJQUIT h ' Paov�ol's I IM►.0 T A�ar�GK7 5CAL ' i I `� 1 1 I t►MOV&D aaWYi APpf►OVEI> jQIUT A I ! (( v# ;. NPf t/ /c.z. tlrc ONTO j II i�l'riUQIU& 3' 1 ALARM IiR wo W6 Cr.TCAlON10 3' t ONTO 606110 %01L 3 Pump __j Off f 1 qy•� ° Go1JCRTrTE OLOCK AppRovafp RISCR ExIT pCRI"1i�Tra o 131.� W TAWK IMI�wWFACTW0k It HAS SUC►1 AvPROVAt. t3cvolt+r, 5PEC I F I C. 6 T 1 dA1S stthric E aoSR - c utrm" Of coats: �Lrt p1U1 UsA 1AAMUFACTURCR, TANK LIU ..�..,� t�ALLpkI�► oosr, VOLUME 79 ' DAE60Nt r�r' ` ! G ii�ICLUDt BALK /LOrl: lAR pAWUiACTUKCR. �� ��I^�- •-^• -- qq ,', ,�+ Ntp13Cl,. UJL1MaCR: CAPACI7tEV A= _„�,.L 1NCRE5 0% WLLOYI swtstic t3pR: o 11�GIES Otl • 7 �•Gpc.colrts G, ML t"KEs OR , • E 4A1, s; � lrtAAfIJgAGTU � . � '"^ p I,�- 1_ tWGNES oR�.tw� ewLLOtsC PUMP AMD ALARM ARS TO OL �/ 1t45rALLED Ohl SEPARATE WKCUITS MttJ IK1�A pISC1�AltGE I'UtT>` .�..�(G6 � -- GPM �n , . �D FEET l • �� G c�I/Y. VCRTIGAS. olff&LCUK.Ct PrfTWEESI P11tAP OFa AUO.OISTRUltiTtOlt PtPf.. RCET 4p MNJ►MUM'NETMIORK s►1mij •F - -rEEV OV s''GRC9 MAIM xr f�uotxfRtCttol� CuTap.. fCET y•�S TOTAL l3 AMIL Kt: AU = FEET I? • ! '• ItJT�Il1�1A1. Qt ►i$tOht Of TAAIK: L.1:N4YH .,,�,.�;W1pTF1 �L.IQ�1iC1 >ztrYK e - t_ICER35L IJt1Mt3ER: - OATE:�Si.i.SL•i�r z.� ► qtr t1s . HEAD CAPACITY CURVE (ro-A: CYNAMIC 1�EAO %cAPacry 'i E: PER o D MODELS "14014140" Ew F', AN�O�D�EwAT_c RING I I Ft. Meters i Goy. Lt•s, I 1 a 45 40 - — 0 -� 76 168 . -� . 'J lz 140,4140 6.10 ee 257 _ I 1 . ' i I -- 19 21 i 7? I •, �-I ,I,, i_ It SK1524A 15 - - - t — � 4 a I ^�- _ e • e _ 1 U.S. GA LLONS_I t0 20 3Ct 4 0i 50 60 70 AG_ 90 LITERL RO 150 4� F L". PFR MMUTC 01M40 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and suppiied with an alarm. • Mechanical alternators, for duplex systems, are available with or without , alarms. • Control alarm systems are available for 1 phase pumps used in simplex } t SKIC24S system. See FM0732. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable SELECTION GUIDE level long cycle controls. 1. Single pigSyback variabie level float swit; h or double piggyback variable level • Sealed Qwik - Box available for outdoor installations, See FM float switch. Refer to FM0477. • Over 130 °F. 54 ° C,) special q q quotation required. 2. Mechanical alternator M -Pak 10 -007? or 100075. 3. See FM0712 for correct model of Electrical Alternator E -Pak. • Refer to i M0806 for 200 F. applications. 4. Variable level control switch 10 -0225 used m a control activator, specify duplex (3) or (4) float system. 5. Four (4) hole J -Pak, junction box, for watertight c onnee.lon of wired -in simplex 140 Series - 53 ibs. 4140 Series - 73 lbs. or 2 pump operation, 10 -0002. j_ - 140!4140 "` MODELS _ — _ _C selection sl� 1 i_M- o_d Model volts -_P _T da A_rnpe 1 S6nplex Dupl 1 N14O N414t1 115 1 rta� iS.0 ' ®r - 11 _5 2 or 3 & 4 CAUTION E1400 E4140 230_ __ _ _' t - -! Nci 7.5 2 or 3 & 4 /ul installation of controls protection devices and wiring should be done by BN140 8Kd14C, _ 1 t 5 1 - , _Non ' 5.0 ' Or 1 & 5_ -� 2 x 3 8 4 ,.- a qualified licensed electrician. A l etectrlcat and safety codes should be t 8t 1A0 ,_BE414of 230 1_ Non 7.5 i 1 or 1 & 5 __ � 2 or 3 & 4 __J fad including the most relent National EkWc Code (NEC) and the Dortbte Seat pumps are sverable with opoorai moisture sensors. s-A Fail inci light avalab in NEMA 1 of NEMA 4X Occupational Safely and He fifth Act (OSHA). cuntrol peneis. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. '- - -- - - - MAIL TD: P.O. aOX 16347 LouisvNe,KY 40256.0347 Manufaofu�ersof.. O SHIP T0: 3649 C ane Run Road Louis 402 v4re, K Y 4o2t 1.1961 Qr4<1,1 Pu4sma S,vcc /,939 • (502)778.2731-1(800)Q28-PUMP FAX (5 7 74 -3624 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septio 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 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 fitter shall be serviced If 11 v .•I...... Iw —10-1-1 ..,, NIn. I".1.1y Inln.uJtl n.,l filln..ulnn n.l 1r.ny In. K.•nln .u., /n n..wn .n /1I1 ninelll 111n u •.,. u. 4 .1 1 .Moil I.. . I,. Ual1.4. .1 Il I. , I1.11..v. 1.I Wl .,, 111• vulu.. ul olu.lun nl..l u. u.0 In Mot Lill 1 11.1 lion INhIW VU11111 III the tank. II ille contents of the tank are not lernoved 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 approved for septic tank use by the Department of Commerce. Safety and Buildings Division. Punt Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verity proper operation. *n effluent filter is installed within the tank It shall be inspect , nA V1 �ld,tM!tgry. Mound and Pressure Distribution System �C 1 � . r w s p erimeter, and the mound No trees or shrubs should be planted on the mound. Plantings may be made around the mound's p shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than (or vegetative maintenance) on the mound is not recommended since soil conpaction may hinder aeration of he infiltrative surface within the around 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 mglt_ BOD51 1so mg/LTSS. 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 testis peformed 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 shalt 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 add more frequent monitoring. General This system shall be operated in accordance with Comm 82 Wis. Adm. Code, and shall maintained in accordance with its' component manual ESBD- 10572 -P (R. 6199)] and local or state rules pertaining to system maintence and maintenance reporting. se No one 3hould ever enter a o pump tank sir= dangerous gases may be present that 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 strati 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 the tank. 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 repaired or replaced immediately 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 removing biologically clogged adsorp and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintence of this system should bo directed 10 your county zoning or health inspector, y OPERATION, MAINTENANCE AND I ERI ORMANCE MONI "PORING A. The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make I.. 6­11, - li.uw If.. t$nl. 11.1 -1110 1114 4• ilr;rlmil' healed clllucw (cvck, cic.. The owner or owners agent is required to submit necessary maintenance reports to the appropriate jurisdiction and /or the department. B. Design approval and site inspections belore, during, and atler the construction is accomplished by the county or other appropriate jurisdictions in accordance to ch. Comm 83, Wis. Adm. Code. C. Routine and preventative maintenance aspects: 1. Treatment and distribution tanks arc to be inspected routinely and maintained when necessary in accordance with their approvals. 2. Inspections of the mound component, performance are required at least once every three years. These inspections include checking the liquid levels in the observation pipes and examination for any seepage around the mound. 3. Winter traffic on the mound is not permitted to avoid frost penetration and to minimize compaction. 4. A good water conservation plan within the house or establishment will help assure that the mound component will not be overloaded. Names and phone numbers of local health authority: St. Croix County Zoning 715 -386 -4680 Name of service contractor in case of failure or malfunction: Schmitt & Sons Excavating, 7115- 549 -6651 WisconsM Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Piton of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizo r cc point (BM), direction and percent slope, scale or dimemsions, no �r w)�a I c8tion a6d,.distance to nearest road. St. Croix Parcel I.D.# -- APPLICANT INFORMATION base prat a information. viewed B 3 2- 1037 90 000 e Personal information you provide may be r s (Privacy la'ay, s. 15.04 (1) (m)). +- x. 1 Property Owner s Property Location M & G Inc " ,U ) Govt. Lot SW 1/4 SE 1/4 S 13 T 31 N,R 19 W i 1 `3. Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1359 Awatukee Trail' '. 7 Rocky Knoll Estates City Sta ' C neNumber `' ❑ City ❑ Village ZTown Nearest Road Hudson WI 40T6 _715- , -5 Somerset 210Th Ave. Z New Construction Use: Z Reseda er of bedrooms 4 ❑Addition to existing building Replacement [] Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate •5 bed, gpd/ft .6 trench, gpd/ft Absorption area required 500 bed, ft 500 trench, ft Maximum design loading rate .5 bed, gpolft .6 t rench, gpd /ft Recommended infiltration surface elevation(s) 103.90 ft (as referred to site plan benchmari Additional design / site consideration System Elevation based on contour line established at 102.90' Parent material Pitted glacial drift Flood plain elevation, if applicable na ft S= Suitable for system Conventional Mound In Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system [ S ® U ® S El 11 S ® U ❑ S ® ❑ S ® U ❑ S M U SOIL DESCRIPTION REPORT lj -St �' S Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD 1ft2 Boring# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed I Trench 1 1 0 -11 10yr3/3 na sl 2msbk mfr gw if .5 .6 2 11 -29 10yr4 /4 na A 2msbk mfr gw if .5 .6 �- Ground 3 29-46 10yr4/4 c2 I d sl lmsbk mfr 9w if .4 .5 elev 103.20 ft 4 46 -77 7.5yr4/6 c2 10y5/3 /8 sl lmsbk mfr - - -- - - - - -- .4 .5 Depth to limiting factor 29" I Remarks: 2 1 0 -9 1Oyr3/3 na sl 2 msbk mfr gw if .5 .6 S 2 9 -18 10yr4/4 na sl 2msbk mfr gw if .5 .6 S" Ground 3 18 -29 5yr4/4 na sl lmsbk mfr cw - - - - -- .4 .5 elev 103.01 ft 4 29 -54 10yr4/6 m2IOyr5 /2 /6 sil Imsbk mfr - - -- - - - - -- .2 .3 Depth to limiting factor 29" Remarks: CST Name (Please Print) Signature: Telephone No. Thomas J. Schmitt i 715 -549 -6651 Address Tom Schmitt Date CST Number Ref # 586 Valley View Trail, Somerset, WI 54025 6/13/00 227429 1002 r PROPtRW OWNER: M & G Inc SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D.# 032 - 1037 - 90-000 Tom Schmitt Horizon Depth Dominant Color Mottles Texture Structure onsistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 1 0 -10 10yr3/3 na sl 2msbk mfr gw if .5 .6 •S7' 2 10 -17 10yr4 /4 na s1 2msbk mfr gi 1f .5 .6 -� Ground elev 3 17 -26 7.5yr4/4 na sl lmsbk mfr gi - - - - -- .4 .5 100.72 ft 4 26 -57 10yr5 /6 c 7 5yr /2 sil lmsbk mfr - - -- - - - - -- .2 3 Depth to limiting factor 26" Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: I -- _ i f S lee ' o a � T lod.6c A =4� C-dn4okr LANE �O I i I i I �kN two T6L n ` I 1 a •9 Q _ Sam G llkc I tsAY.a,9twq Ay: Thomas J, e zG i W 7 / S5 flwc��u kee! Tr, CS TM I ?d � 9 I S -voI�O LL - h e� IN Lp`f 7 Rick �✓l�wa�� L�'Sf,' �m��Se W-T, fr.rc R/9kJ; ?Js r� T3 /N t3� _ _ __ _ _ _ ` , �.. - - -. a _ _ _ - — '• �, � � � f - �' '. �I '. �. � ' '. _ _ _. � _ _. I I ., ` � I � ; i i i ', _ '. '. � i �. '. I �... I �1 � 1 ! � '. �� !. _ � _.. _ _. _ .. ...._ :_..._ i.. _.___. ' � ' '.. I _.. _. _ ' I � i . i � ,� — ; r , ,' ST CROIX COUNTY • SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer _ G Tome Mllf� t jej Zrn 1A/' Mailing Address / 3,22 _ Tea E 7f1 & Property Address _ � 74 ( S /� (Verification required from Planning Department for new construction) City /State go MAF&fIff T GU/ Parcel Identification Number _ 32-1 37 -�2 --Ooo LEGAL DESCRIPTION Property Location C j_aL r /4, 5 L= r /4, Sec. 13 . T 3 / N -R _W, Town of So17tUsA . Subdivision Lot # 7 Certified Survey Map # __--- . Volume -, .Page # Warranty Deed # (a2. , Volume _Lg . Page it Spec house des ❑ no Lot lines identifiable Dyes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property bwner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeymanplumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. /3//0! r GNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we} am (are) the owners) of the property descr above, by virtue of a warranty deed recorded in Register of Deeds Office. 4% �A ��— 131 1 4) / SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed F io Vill.1526PAG : 419 0264 i STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX CO., WI This Deed, made between Michael J. Germain and Michelle M. RECEIVED FOR RECORD Germain, husband and wife, - - -" 07-14 -2000 9:30 AN — - - - -- WARRANTY DEED EXEMPT M Grantor, and & G, Inc., a Wisconsin Corporation, CERT COPY FEE: - -- COPY FEE: TRANSFER FEE: 239.40 _ RECORDING FEE: 10.00 PAGES: I Grantee. I S Grantor, for a valuable consideration, conveys to Grantee the t--ts` following described real estate in St. Croix _ County, State of Wisconsin (if more space is needed, please attach addendum): Lot 8, P at of Rocky Knoll Estates in the Town of Somerset, St. Croix cording Area �nsin (� r ame and Return Address . f � � d'trr .r � �� Q.✓ u.i h 1 � � �- e l�1Ve✓ �-tik— � AN ZA ptl •w C3' pR,s"' Z.O`l T�:vC� Jf�vl l� �l l�vt �� J ( ���fi t Z Z- Part ofthe SWIM of N W I!4 of Sectoin 13, Township 31 North, Range 19 (� D 3 2 Zl 30 - a 0 b West, St. Croix County, Wisconsin, described as follows: Lot 1 of Certified Survey Map filed May 10, 2000, in Vol. 14, Page 3848, Doc. No. 622817. p Together with the right of ingress and egress over a 66 foot ingress/egress as Pt of 032. 1037 -90 -000 & Pt of 032 - 1036.90 j, 3 I , 1 ce- shown on Certified Survey Map. Parcel Identification Number (PIN) This is not homestead property. 0j) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. l Dated this _)�' day of July 2000 - - - -- • he er rain -- — -- ^— - -- — ^— - • Michelle M. Ge ain -- —� e AUTHENTICATION ACKNOWLEDGMENT ) Signature STATE OF WISCONSIN s) Mic hael J. Germain and Michelle M. Germain, ) s& husband and wife, County ) authenticated this O day of Ju 2000 Personally came before me this _ _ _day of the above named e Kristina Ogland TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the persons) who executed the foregoing (If not, —_ instrument and acknowledged the same. authorized by p 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY - - -- A ttorney K ristina Ogland _ _ ___ Notary Public, State of Wisconsin Hudson, WI 5401 -- — My Commission is permanent. (if not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) Ireormatan Professionals company. Fond du lac, wl Names of persons signing in any capacity must be typed or printed below their signature. aeo-ess -2421 STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2 - 1999 �1 2 qd ROCKY KNo ..L WTATW R , rrt of trig 5outhvast Ouorts► of Uie Southeast Quarter of Section 13, Township 31 North. Range 19 West, Town of Sornwaet, St. Croix County, WAsoonsin; i i T C, k� Q f k � U DA ` c 0u IM AWAnIKBE Na rllz H UDOO , VK sic u i t j DMtW by APO a s $0' RAD. TEMPORARY CUL —DE —SAC ESMT. �) LANDS i��^ µ57 -V45'E UNPLATTED LANDS I - -- / 49M is \ 7719 -- Af MUM Or 1/A6' SW 1/t LOT 7 ® 141.014 SO. FT. 3.24 ACRES ' S � LOT 6 _ 159,880 SO. FT. o-o 3.67 ACRES o-r 33&W 7W h o-H tF / { t� ° LOT 5 J ( 191,168 SO. FT. t 8 : 4.39 4.39 ACRES Q I i ESQ; FT.. + j Z I � M c See M 29 W SOi.33' _ sir �• ty W 3E b{ 260.44' I u NO iR AmRR" ETC.). 6ETORE PURpi/ I � { z xo alricc A10 n EX. HSE. + I i IW DRM EX. HSE { I 2 { 1001W, ASIM O{ I t t _ I { { { lvi { {� JIB{ �I W t { r i— IIA t>EApHOs '1 b{ O Q I { 1tEk• OHM is T100f AW IW — — - ---- -� St71/A/ _ c a W I� 1/I 1S ;sWO — -- - - - - -- -- -- Sa9"55 20.7 - - -- UNPLATTED LANDS HE HEAD CAPACITY CURVE EFFLUENT MODELS ■ ■ ■■ m�mmmm�m ®m�m�m�m�m�m�m� ' ■ ■ ■■■ © ®mmm ®mmomomm ®m ®mmmmmm mmmmmm ©mo ®o ®m ®mmomm ®mm • ■� ■ ■ ■■ mmommmmmmmommmo ®mmmmm® ■■ ■■■■ mmmmmmmmmmmommmmo ®mmmm • WIN K mmmmmmmmmmmmmmoom ®mm ®m ■ ■ ■ ■ ■■ ommmmmmmmmmmmmmmmmmmm® ,' \ \■■�■■ o ®mmmmmmmmmmmmmmmmmmmm .• � . o ®mmmmmmmmmmmmmmmmmmmm ■ � ■��■■ ommmmmmmmmmmmmmmmmmmmm ' " ■� \ ■ \■ m ®mmmmmmmmmmmmmmmmmmmm . :' ■C■ X11■ mmmmmmmmmmmmmmmmmmmmmm ' ■ ■■■1 �■ mmmmmmmmmmmmmmmmmmmmmm ■1 � \\ �m�mm�m�mmm�mm��® ' \` \1 \I1MkZ \ ■■■ ■ ■■ m�m�mmm�m�m�m�m ■ ■■\.10111 \ \ ■■■■■■ m ®m ®m ® ■ ■ommmmm \'■ \ ■1� ■III \\ \0000■ m ®m ®m ®mmom ®m ® ®mm ■ ■ \ , mmm ®ommmommo ®mmm \0000 mmmmo ®mmoo ®m ® ®mm \ q I P I \\ ■ ■■■ �► �a ;'i �,' ►.� `I ■\ \ ■■ mmm ®mmmmomommmmm ■`.\`\91► \ 0\00■ mmmmmmm ®ommmommm l►` \�11►�11■ `. \■■ ■ ■ ■ ■mommm�mmm�m 6SS \111 i\ \ ■■■ ► \ ■■ mmmmmmmmm ® ©o ©mmm � �.� mmmmmmmmmommmoo® ►. \ \�� ��: �� \► ■ ■ ■\ ■ mmmmmmmmommmmmo® ����� ������ ■ ■ ■�■ mmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmo 1\\ \11■ 10 111 000 C=c ®E =M =M= ■ ■ ■ ■ ■1� ■ ■r ■ ■ ■ ■■ M 185/4185 should not be subjected to less than 30 feet T explosion proof pump, see FMO219. a ®mm,m,m,m,m,m,m, ®m, • ■ ■ ■�m emm,m,mtmmm ®■ ■ RIM 0000■ ■■ ■ .. tic ubjected to less than 15 feet TDH. - 0000■ ■ ■ ■ ■������ ����� � ■ ■ \►■■ 0000■■ ■■■ o ®m,m,mt m.eem,m,�m, ® mm, ®mtmtmt�m,m,mtm,mt �� ■� \■■ \■ \\ \0000■ ■■ m����������� �� \� ■■ �� \ ■ ■ ■� \ \ ■ ■��voeeeeee ®mom® 0000 \'����� \\ ■� \ \ \►. EASY DO'S & DON'T'S FOR INSTALLING A SUMP PUMP 1. DO read thoroughly all installation material provided with the pump. f 2. DO inspect pump for anX visible damage caused. by shipping. Co ` itact- dealer if pump appears to be damaged. 3. DO clean all debris from the sum 'Ba sure thalt the pump will haye'a hard, flit surface beneath it. DO NOT install on sand, gravel or dirt. 4. DO be sure that the sump is large enough to allow proper clearance for the level' control switch(es) to operate properly. 5. DO Always Disconnect Pump From Power Source Before Handling. r DO always connect to a separately protected and properly grounded circuit. SSPMA t DO NOT ever cut, splice, or damage power cord (Only splice in a watertight junction box). MEMBER DO NOT carry or lift pump by its power cord. DO NOT use an extension cord with a sump pump. SUMP 6. DO install a check valve and a union in the discharge line. ANOSEWACE DO NOT use a discharge pipe smaller than the pump discharge. PUMP MFRS. ASSN. 7. DO NOT use a sump pump as a trench or excavation pump, or for pumping sewage, gasoline, or other hazardous liquids. YOUR ASSURANCE 8. DO test pump immediately after installation to be sure that the system is working properly. OF QUALITY 9. DO cover sump with an adequate sump cover. 10. DO review all applicable local and national codes and verify that the installation conforms to each of them. 11. DO consult manufacturer for clarifications or questions. 12. DO consider a Two Pump System with an alarm (Page 5) where an installation may become overloaded or primary pump failure would result in property damages. 13. DO consider a D.C. Backup System (See the Basement Sentry page 5) where a sump or dewatering pump is necessary forthe prevention of property damages from flooding due to A.C. Power disruptions, mechanical or electrical problems or system overloading. Service Checklist Na A WARNING ELECTRICAL PRECAUTIONS- Before servicing a pump, always shut off the main power breaker and then unplug the pump - making sure you are not standing in water and wearing insulated protective sole shoes. Under flooded conditions, contact your local electric company or a qualified licensed electrician for disconnecting electrical service prior to pump removal. A WARNING Submersible pumps contain oils which becomes pressurized and hot under operating conditions - allow 2% hours after disconnecting before attempting_ service. CONDITION COMMON CAUSES A. Pump will not start or run. Check fuse, low voltage, overload open, open or incorrect wiring, open switch, impeller or seal bound mechanically, defective capacitor or relay when used, motor or wiring shorted. Float assembly held down. Switch defective, damaged, or out of adjustment. j B. Motor overheats and trips overload Incorrect voltage, negative head (discharge open lower than normal) impeller or spetround mechanically, defective or blows fuse. capacitor or relay, motor shorted. C. Pump starts and stops too often. Float tight on rod, check valve stuck or none installed in long distance line, overload open, level switch(s) defective, sump pit too small. D. Pump will not shut off. Debris under float assembly, floatorfloatrod bound by pit sides or other, switch defective, damagedoroutof adjustmer E. Pump operates but delivers little or Check strainer housing, discharge pipe, or if check valve is used vent hole must be clear. Discharge head ex- no water. ceeds pump capacity. Low or incorrect voltage. Incorrect motor rotation. Capacitor defective. Incoming water containing air or causing air to enter pumping chamber. F. Drop in head and/or capacity after Increased pipe friction, clogged line or check valve. Abrasive material and adverse chemicals could possibly a period of use. deteriorate Impeller and pump housing. Check line. Remove base and inspect. If the above checklist does not uncover the problem, consult the factory - Do not attempt to service or otherwise disassemble pump. Service must be i by Zoeller Authorized Service Stations. Limited Warranty Zoeller Pump Company warrants, to the purchaser and subsequent owner during the warranty warranty is in lieu of all other warranties expressed or implied; and we do not authorize any period, every new Zoeller Pump Company product to be free from defects in material and representative or other person toassurneforus any other liability in connectionwith ourproducts. workmanship under normal use and service, when property installed, used and maintained, for 1) Contact Zoeller Pump Company, 3649 Cane Run Road, Louisville, Kentucky 40211 -1961, Attention: Standard Warranty - a period of one year from date of installation or 18 months from date of Customer Service Department to obtain any needed repair or replacement of part(s) or additional manufacturer, whichever comes first OR 2) Optional Three (3) Year Warranty - a period of three information pertaining to our warranty. (3) years from date of installation or 42 months from date of manufacturer whichever comes first. Parts that fail, (within standard or three (3) year optional warranty) that inspections determine to ZOELLER PUMP COMPANY EXPRESSLY DISCLAIMS LIABILITY FOR SPECIAL, be defective in material or workmanship, will be repaired, replaced or remanufactured at Zoeller CONSEQUENTIAL OR INCIDENTAL DAMAGES OR BREACH OF EXPRESSED OR IMPLIED Pump Company's` option, provided however, that by so doing we will not be obligated to replace WARRANTY; AND ANY IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE an entire assembly, the entire mechanism or the complete unit. No allowance will be made for AND OF MERCHANTABILITY SHALL BE LIMITED TO THE DURATION OF THE EXPRESSED shipping charges, damages, labor or other charges that may occur due to product failure, repair WARRANTY. or replacement. Some states do not allow limitations on the duration of an implied warranty, so the above limitation This warranty does not apply to any material that has been disassembled without prior approval of may not apply to you. Some states do not allow the exclusion or limitation of incidental or Zoeller Pump Company, subjected to misuse, misapplication, neglect, alteration, accident or act consequential damages, so the above limitation or exclusion may not apply to you. of God; that has not been installed, operated or maintained in accordance with Zoeller Pump Company installation instructions; that has been exposed to but not limited to the following: sand, This warranty gives you specific legal rights and you may also have other rights which vary from gravel, cement, mud, tar, hydrocarbons or hydrocarbon derivatives (oil, gasoline, solvents, etc), state to state. wash towels or feminine sanitary products, etc. or other abrasive or corrosive substances. This © Copyright 2001 Zoeller Co. All rights reserved. 6 Wiscav}sin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of .# Bureau of Integrated Services in accordance with s. ILHR 83.09, 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 nearQst rrjad Parcel I. P. # APPLICANT INFORMATION - Please print all information. Reviewer) by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (r+M)). a _ I b Property Owner PropQ(ty,i; n Q �GnC • Govt. Lot GJ 1J4'S� 1 /4,S 3 T 3 ,N,R ) / R(or)® Property Owner's Mailing Address Lot # Block# . .Name or CSM# 1.359 a � f� ,krc �� -� _ ...� NO c% y / /CP 7 o City State Zip Code Phone Numbe�r /p Nearest Road Irsa t v-Y � ®�6 (7��) �`/ / "s9y/ ❑Cit ❑� - Town 2 10i a v e New Construction Use: EaResidential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: / Code derived daily flow gpd Recommended design loading rate �° Z bed, gpd /ft / v Z trench, gpd /ft Absorption area required bed, ft YQZ / trench, ft Maximum design loading rate AP Z bed, gpd /ft �•2 trench, gpd /ft Recommended infiltration surface elevation(s) / ®f� ��5u r� ft (as referred to site plan benchmark) Additional design /site considerations Parent material PY, / .9)( 2 ) (9 Flood plain elevation, if applicable It S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system I ❑ S ® U 0S ❑ U [:IS ®U I ❑ S W- U ❑ S El U ❑ S Q U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 1 i 0-7 10YR 2 7 -26 7 7­��X j IV4 SL Z ^4 JJ c w Ground 3 26-79 Zo 5 c -z F sr�e SL 2Aehk f4 elev. lo — Y ft. Depth to limiting tactQr fin. Remarks: Boring # j b_Y &A -SL 11)&, h L 2m 2 2 sr s2 Ground elev �v ft. Depth to limiting factor in. Remarks: CST Name (Please Print) Signature Telephone No. Address 9�- /�y� � JC � � Date CST Number `oL SOIL DESCRIPTION REPORT a PROPERTY OWNER � Page of PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 2 7 -2f 7SYf Ground th ZV `7 Z �Y/Z S/A ✓ • o 9 ft. Depth to limiting factor 2 4' Remarks: Boring # Ground elev. ft. , Depth to limiting factor in. Remarks: I Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # I Ground elev. ft Depth to limiting factor ' Remarks: Boring # , Ground elev. ft. Depth to limiting factor ' Remarks: SBD -8330 (R. 07/96) OWNER Page 3 of 3 � � Name c Brian. Parnell Address / 3 S9 d w P, CST 23131 Dp � toh Date —A Benchmark 1 A Benchmark 2 A01 *40 -17n Tee ❑ Soil Boring Suitable Area 40' Scale I i ! I i i I � f I I i ! I i f r 0 o e S LOL 25.3,02 . W A (u J • r m - ° -, �.. '� iN3W3SV3 N31 � v �' 111111 - c �o o I� 0) N r f o o �l5 0 p t n I (_ ° 1 `D r / m 1 0, L' D CT1 c1 z 1 I I , N C0 a s I t p u Q X '( � y n I � m f O lz ....... N 1p m x t o..,�� Io �� p0 Z --� 1 T A �.... N O ' O m 0 7070 R_)33 � ` I� I ' I � • . . . . . - - -- - __ — L st 60' m N72 0 c o/ "w A ��fi7 0.33• / co � ... I m ` N7237'0p.e 93.24 L =6 8. 0 3 > D. 33' R =2675 1'1442 s� r U —I I 41.97' L,80 - A m ._ ... O Rig 9833 O u U N O 513 21^. -- . 45.28' ^ 7 0 f ._ c� ` l f Tl J"f ' D i �'� c� I - D co o D co p O ' ,; �)' r ti n O - I Z cs t— CU Lo G7 o Nm Cal c mp �' wA' cn o o l OD -� D ' I o 7 pap 240.01' 231.04 I I I I 218.00" 33 OB'. SE 1/4, SEC. 13 m\ _ 7 0 Sp UNP L ANDS MELVIN AND FRANCES BREAULL ZONED AG —RES ° T