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022-2001-20-250
` s Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Buiidiifg Division INSPECTION REPORT sanitary Permit No: 420739 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. qc" = Timms . ljo , Permit Holder's Name: City Village X Township Parcel Tax No: Sabelko, Jeremy/Amber Bayer I Kinnickinnic Township 022- 2001 -20 -250 CST BM Elev: Insp. BM Elev: BM Description: ,/ Section/rown /Range /Map No: I M-10 IC O. O C 'T Pi VV Z 35.28.18.546610 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic !?� /j Benchmark 2 • • (O (c0 Dosing t t Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet 1;2.15 Q° • `�S� TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 5D` , Wt Dt Bottom �S•�/,3c{f Dosing i t �� tt Header /Man. Aeration Dist. Pipe • I I t •f� OZ-O Holding Bot. ystem I I 2. 0 `d 0(. Fipal ,. rad L 1[ L k PUMP/SIPHON INFORMATION y ': ► — , Manufacturer � Demand St Cover 3 • -T2-' odel Number % t O 6 9� Lift Friction Loss System Head TDH Ft 3. .l (0-70 2 .s Forcemain Length © ► Dia. Zp Dist. to Well � SOIL ABSORPTION SYSTEM 3 9 `� c • 2.0 E R Nr.H Width / Length No. Of Ttamakes PIT D SIONS o. Of Pits I Liquid Depth ENSIONS 5V 1 ` / 6 J ` [ :�� SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Man actu INFORMATION CHAMBER OR Type Of System: I t y 1 y I �O UNIT odel Nu DISTRIBUTION SYSTEM , Lj Qyk •O ef rc St1' n Header /Manifold Distribution x Hole Size x Hole pacing Vent to Air Intake �1 i f Pipe(s) ' I/00 23 L Length z •, Dia 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 COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1 i� 3 , ) s ection Location: River Falls, W1 54022 54022 (NW 114 NE 114 35 T28N R18W) NA Lot 2 Parcel o: 35.28.18.546810 1.) Alt BM Description = / T � etJ�^Q G� C� r I�Ut& —(/ 2.) Bldg sewer length = 2-O + t( - amount of cover = 7 3� A• - t oo Plan revision Required? Yes X No Use other side for additional information. SBD -6710 (R.3197) ate Insepctor's Signature Cart. No. I Wisconsin Department of Commerce SOIL EVALUATION PORT Pa ` Division of Safety and Buildings of in accordance with Comm 85, Wis. Adm. Cod ' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ounty 5- • Q.1ZU 1 x include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I,D. percent slope, scale or dimensions, north arrow, and location and distance ta.aaar t road. Z 13 � OZ2- ZSO Please print all information. e y Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). `���' vv�. • Z Q P rty Pro a Owner cbperty;Location .) t Y S I Lk U�PSi "1 S3 lOrj 1 /4 0 E l /4 S 3 ST N R l U E ( or W Property Owner's Mailing Address Lot # ,Block # Subd. Name or CSM# l l l 1 tv , YA � KJ ST" fYP - ?__� - C S T-1 v 0 L. .► (, , P9 Z� 8 City State Zip Code Phone Number ❑ City ❑ Village 23 Town Nearest Road I�i�r?(Z 1 "U l I Sq o k5) L) 2S Z8 b 3 «J o� t C ll ►.� e� 1 1- , L o i�CZI V New Construction Use: Residential / Number of bedrooms Code derived design flow rate QS O GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material L.O L C)\) L1Z ) - I L L Flood Plain elevation if applicable } _ ft General comments � IuNlD yv / f� J S b 13 M1 43 U j Z CVJ 0 - Yul ) lv ! and recommendations: ( f � Y-1 U M Z OF F7 u . > Boring # ❑ Boring a �[ ® pit Ground surface elev. I g Z ft, Depth to limiting factor 1 ( in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz.•Sh. 'Eff#1 'Eff#2 EO`I . g Z -1 60`� 12c�L - S Z`�'sbiz vyl�- CS .� L!!V CIA bk Yn Boring # ❑ Boring ® Pit Ground surface elev. 2 ft. Depth to limiting factor 1 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ,f- ) O -E� 23LZ b1r vn °LS -q A 3 13 SY2Ylyc Cl - 1.SK2SZ9 el tiesbh m'Pj- e. - 1lS lS (ZQ\jtSj12 or 1 KZ�012 4J F L(--- G L ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Arthur L. Wegerer ol_ 01- 3 226)254 Address Date Evaluation Conducted Telephone Number W e g e r e r Soil Testing & Design Service 421 N. Hain St. River Falls, UI 54022 3- lq- 01 715 - 425 -0165 p� Property Owner S ' 'Ta� -� /� � - Parcel ID # �Z Z- ZVU� -�- Z .SQ Page of a Boring # fc ❑� Boring 1151 Pit Ground surface eiev. ft. Depth to limiting factor in. Soil Application Rate Ho pn Depth Dominant Cilo Red Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z `FS 1 k m l-• CuS Z`Fsbk m� ot BprinJ# [] Boring • • ❑ pit: , Gr®urld surface eiev. ti ft. Depth to limiting factor in. Soil Application Rate Horizon depth' �EltQminatst{ Or + '.1� Rteddx iplion Texture Structure Consistence I Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 (s ' Effluent #1 = BOD, > 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 264 - 8777. SBD.8330 (R.6/00) PLOT PLAN .Page 3 of 3 Nil � PorvO�'ZU9�1 tjtZ. ►J J S O J d ' 012.. D�S�V�C3 00, Lo7 L Nj _ , IkIIAZ - 1z�. IMI Cyv'lvPuF to /q "UA -nvC w /L.I}}. Di -3$— Z ( 1 (AZS 01 S; ZZOZS CST Signature Date Siqimd Telephone No. CST # Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings Page I of in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County S �' \� L X include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. I - oZ 2- ol_Zo_ZSO Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).. I Property Owner I { t� 1 Property Location -� p g 1� � ftvt � L J 114 0 E 114 S 3 ST `—(3 N R l U E (or W1 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# I t 1 1 1 - L N. Y. x i �► s i, P>✓P T t'-- Z Z City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road I ZUM Fti-Q t' 1 Sq u n (1 t5) L) 2 S --28 63 1z lrJ Dj t C 1 11J d✓ l e l -}�t_o �CZI V � New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate _ SA-5 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material LO LA 0\) t� Z ) - I LL Flood Plain elevation if applicable }V ft. General comments ��� yv / f )c 3-b and recommendations: Yom tv t Y U OF- 51 � J=7 LL Boring # ❑ Boring pit Ground surface elev. 1 G 8 Z ft_ Depth to limiting factor 1 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz.•Sh. 'Eff #1 'Eff#2 i o - 101-2x231 Z e Z mom- A,S - -S . Z 0`-1fLVL3 - S c! Z` SbHr _ wig- 3 l� 30 Z S` R-VIf CIA - 1 , S`12S 1 8 C[ 1�S ►�1 �I- - 3 Efl Boring # ❑ Boring ® Pit Ground surface elev. ft. Depth to limiting factor 1 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP0/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 'Eff#2 im a-S - 'S Z �—` W`� St•el Z Sbk. h'L eS — - 4! ,-6 3 13 Z.7 - 1SvP V ,( y e 1 z.Sq[LS1e of 1esb rn�y , . 3 V LSl or 1 KZ 0OfL ` 2 *1 F LL- Z G L EN V' �.ljJ S ' Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mgiL ' Effluent #2 = SOD, < 30 mg& and TSS < 30 mg/L CST Name (Please Print) Signature CST:Number Arthur L. Wegerer " �- Ol- 3 Z 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Main St. River Falls, WI 54022 3- 1 t4 715- 425 -0165 Property Owner S ' 'T�/�31� � . Parcel ID# Page of Boring # f ❑� Boring � 8� � 1 lei Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= In. Munsell Qu. Sz. Cont, Color Gr. Sz. Sh. 'Eff#1 •Eff#2 10 V R -3l — S" Z'f ►vl y-- CL'S — _S ,$ Z -t3 lo�i1 yt k4 3 S Cl vcsbk h'1 Boring # Boring [] ❑ Pit Ground surface elev. ft. Depth to limiting factor in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 F-1 Boring # E] Boring ❑Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 I •Eff#2 Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L • Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.6/00) y . PLOT PLAN Pa 3 of 3 Putivv��gr� I�R. J 98 7q '' D�SYLti2C3 n 4'1 S F} ft 1sA Q N L� C) 6, $ � N2 00 ,L o - * LI r A L - ( ZL- l 01 -3'0-Q 'TOP d1; Li- S�C� F2�0 Qiz 1>osT. - 13b 14Z - Lt, lOV- I CW IMP OF lo" W 614, 31y UA• PVC P1)°Lz W /LffM. - - -- P AM v L - 7!S ) yzs_ ol6S Z" ZOZSY CST Signature Date Telephone No. CST # ' Safety and Buildings Division County 1 201 W. Washington Ave., P.O. Box 7162 N visconsin Madison, WI 53707 - 7162 Site Addre5 Department of Commerce AL o D/Z Sanitary Permit Application w Samita 7 Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide P`"--" O ❑ Check if Revision may be used for secondary purposes Privacy Law, sl5.04(1 )(m) I. Application Information - Please Print All Information State Plan I.D. Number b Z,//b �yZg roperty Owner's Name Parcel Number a 3fR c m y -SA K !jl e�p7k- rC 2 6 2 7- - 2 0 0 - ZD - -rb Property Owner's Mailing Address J t n� Property Location d 5V&9 I 1/ 2. A,) S `} C r {r A �6'k 2 ; S 7 T 4 th N, R/ / City, State Zip Code Phone Number Lot Number ^-7 Block Number Subdivision Name xsm u ber, 4 1 �U s w t �� Z Z QE D o� P Z� �� 2 II. Type of Building (check all that apply) !� ❑City y94 or 2 Family Dwelling - Number of Bedrooms ❑Village ❑ Public/Commercial - Describe Use M .Township k -- G .✓Ali IC � / UNT El State SO IX C� Nearest Road State Owned /�'I�ZHZQ� /� X gT. CRO � JQ a4- qY W a.0 / �-/� 4#- NING ar, C OFFICE JL �UYtde s�C III. Type of Permit: (Check only one box on line A (numbermg scheme for internal use). Complete line B if applicable)' A. 1 X.New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For.County use System I I Tank Only Existing System B • ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 ❑ Non - Pressurized In - Ground 21X Mound <� 2 4 1 t1 50 i I 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Reci culating 30 ❑ O,ther V. Dispersal/Treat _ ent Area Information: — $� S Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolati& Rate Systel yt ievanun ...tal Grade Required Proposed Rate(Gals. /Day /Sq.Ft.) inAnch) Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks � 4 t� Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank .txr Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MP" Number Business Phone Number Plum is Address (Street, City, State, Zip Cod lj �� C I VIII Count Department Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Is ent Signature o Stamps) Surcharge Fee) 3 ❑ Owner Given Initial Adverse 3Zr� d'0 r 7 0 Determination IX. Conditions of Approval//!Reasons for Di sl Attach complete plans (to the C my y) for the Os tem on pape of less than Sl /2 x 11 inches in size SBD -6398 . 05101 �{ ��- 3 /l'I a�►� ', a.(X s �� AA, Irk 3 ' � ' G`I PLOT PLAN Page 3 of 3 Scale 1' =4o' ` - obv DR.1 v E C7. Pcvwbe'%ZUSR DR. 2 4 -i /, J L wr , 3 LOT Z • 1 • g►rt'�1 -I a o`' CDv'CpVR tTl_�C � X1'1 i l OF Ck tTz. Lbo. S' o. 8• 7 n �i BL =LZ� L PLv1L/}-J. -_ - -- L'Z. 160. 1. Oti 3- Z.1 -0� 715- 425 -0165 2 2 0 25 4 0 1 -3a - CST Signature Date Telephone Ito. CST No. Job NO. i C P Y ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 EROSION CONTROL PLAN (715) 386 -4680 - Fax (715) 386 -4686 For Lot 2, 1369 Halo Drive (Kinnickinnic) — owner(s) Jeremy Sabelko & Amber Bauer Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." The owner is responsible for notifying all contractors performing construction on this site that an Erosion Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The main source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system excavation/installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Plan to apply seed and mulch as recommended in #5. 2. Divert contaminated runoff into vegetated buffer areas by creating temporary earthen berms graded ALONG CONTOUR between excavated areas and any drainage ditches or waterways. Use diversions to contain runoff on owner's property and away from adjacent properties. Maintain existing vegetation and use a temporary diversion for the east property line, if necessary. This parcel is surrounded by existing hay fields, with >125 ft. driveway to Halo Drive. General surface drainage direction is southeasterly, away from the town road. 3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence may not be necessary. However, silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property using the diversions and vegetative buffers. The POWTS inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must use only one driveway access off county /town road that is properly stabilized for heavy equipment; this helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. This includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. All vehicles, except those used for mound installation, MUST stay off the entire mound site to prevent damage to soils that would make it unacceptable for use. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather does not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Attached is a copy of "Erosion Control for Home Builders ". Please feel free to contact me with questions or ask for assistance with erosion & sediment control installation. Prepared by: Pamela Quinn, Soil Erosion Inspector #665054 Owner acknowledgement of ESC Plan requirements: / I2M�' i �S` f t Z V I vd Safety and Buildings 400 3 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 Visconsin R EC EIVED TDD #: (608) .wi.us www. commerce. state.wi. u s /sb Department of Commerce www.wisconsin.gov MAR 0 4 2.003 Jim Doyle, Governor Cory L. Nettles, Secretary ZONING OFFIOF February 28, 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 4 2b 7 3q PLAN APPROVAL EXPIRES: 02/28/2005 Identification Numbers Transaction ID No. 842954 SITE: Site ID No. 656210 Jeremy Sabelko /Amber Bauer Please refer to both identification numbers, Halo Drive above, in all correspondence with the agency. Town of Kinnickinnic St Croix County NW1 /4, NEIA, S35, T28N, R18W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 893334 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans. • Pu rsuant to outl filter roduct a _. roval sti ulatio maintenance information must q fi to the owner a of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening use to service the filter shall terminate at or above finished grade with a watertight cover. • 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 inspectors. 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 managemen pla 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. P. tJ.�,�. T. Crpndtioz r «I�� P P " oft . � it t ARTHUR L WEGERER Page 2 2128/03 • 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 &404-� 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 WiSMART code: 7633 jswirn@cornrnerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 r TITLE SHEET Page of —] MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -1057 - and the Pressure Distribution Manual SBD- 10573 -P C cz. b / C 2- 6 199 LOCATED IN THE N13 1/4 OF THE � 1/4 OF SECTION 3S ,T Zg N,R )� W, TOWN OF 1 `. 1 hJIL► 10 Vmj 1IV 1 C S T - - C Gz.1i I COUNTY, WISCONSIN. L.o`t' Z C tV - C_sm v ote l (0; Pq__ INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR Z ? "11°n 1 J _ST, _ Pj PT RECEIVED Tzt \_) �s , w I S q 0 z � E B 2 6 2003 SAFETY & BLDGS DIV. PREPARED BY WEGEF=<EF2 S3 I L TEST = tV(3 AND. DES I C-3M S�i�V S CE P.O. Box 74 421 N.Main St. River Falls, WI 54022 ��a�t�9�a Phone 715 - 425 -0165 ' �,� ^w r.. � Fax 715- 425 - 6864 ; <� ..a.....,•. C.0 at LL. ; IJ 1 t 3 mj r � • , �'. J '� fr �ti� DEPARTMENT OF COMMERCE DiVIS'D SAFETY AN" BWL"GS SEE CORRE ONDErvGL JOB N0. O i Mound System Management Plan Page Z c Pursuant to Comm 83.54, Wis. Adm. Cade t . Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an 1 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 erform p ed 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 roducts a re used the sh Buildings Y all be approved for septic tank use by the Department of Commerce Safe an ngs Division. � Safety d 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 m be made around the mound's perimeter, and shall be seeded and mulched as necessary to prevent erosion and to pro vide ome protec on from frost penetration. mound . (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 i p n the winter will promote frost P penetration. Cold w installations (October-February) ictate that t c .other i rY) he mound be heavily mulched for frost ost proterion. Influent quality into the mound system may not exceed 220 m /L B005 not exceed maximum design flow specified in the permit for this installation. 50 mg1L TSS, and 30 mg /L FOG. Influent flow may P 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 onc 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 cleanin is i w thin the dispersal cell required to maintain equal distribution g . 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 q 9 , more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could taus Pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank a death. Septic and POWTS components. s are no longer used as Septic or pump tank manhole risers, access risers and covers should be inspected for w openings used for service and assessment shall be sealed watertight P o water tightness and soundness. Access unsound, defective, or subject to failure must be replaced. Exposed access openings greater than c 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at Ll � 8(3 ST- e The system installer at The tank manufacturer at �'[)� �3Z.S— �L`S 6 w l Q'S�T12 The effluent filter manufacturer at S - ) ZA-13LT7_ The pump manufacturer at EMS I PLOT PLAN t -Page 3 of - 7 Scale 1"=S() ' D LO w_l V E• l J � S u 66 E9TZTt -� J Z`' a. 3 coti�,�rz. Lit. �i8, s LL 1uo. s 0M pislti�z `M1 S i°ftzL 1.1 NE S!XvZ . V-Q"C PGST. l3 sC . 1 U0. 1 OAJ )DP OF t0'' _ �� 9Z - L 31y ' Dt R . PVC S' t) G". vv J L.H'1'>♦. NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 'l. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be )p 16S(3 gallon capacity manufactured by _ �'J 1 L= SQZ Cake Q ALO - 1Z w l /` - - 1 � 00 7-►°V LIL C-1 Lyo7 - 4. Bench mark = Sez�- Pk 5. Divert surface water around system to prevent ponding at the uphill side. Page - Of - 7 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium Sand H G Topsail ___ _ "' „ T p - -- - F Fiev, iD6•S —�I E 0. 3 b Z . % Slope Distribution Cell of Force Main Plowed Z" to 2k" Aggregate From Pump Layer 0 z• 0 Ft'. E _L- t. CROSS SECTION OF A MOUND SYSTEM F Ft. G G. S Ft. A Ft. !? l.0 Ft. Linear Loading Rate = ° t 0 GPD /LN FT B S Ft. Design Loading Rate= 4 . 3 9GPD /SQ FT j 1 4 Ft. J \ O Ft. K Z Ft. - A ternat s- L -1 4 Ft. - Fore-e --M W 3 3 Ft. - Observation Pipe K 0- 8 -�r- -- - - - - -- - - -- -------- _ - - -� A a- -- -- —t - - -- -- - - - - -- -------- - - - - -- --- - -- W o---- — /b - - - - -- - -- - - -- --------------------- --�- -o Force Main Distribution �" Pipe Cell of Z to 2 aggregate Observation Pipe (Mchbr securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Pace S of - 1 Place the holes at the bottom of the distribution pipes . at equal q spacing. Remove all burrs from the and pipe holes, Extend the end of each lateral up with the use of Iong turn or 45 ° fitting to a point within six inches of the final grade. Terminate the ends of the laterals with a valv;,'t cap or threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. - T PVC FbC YVC Lateral Manifold Lateral x x x x x2 x2 X x x x Lateral Lenath — Lateral Length — p Distribution Line • P -� C- �rc sox — —o h t°S11 � rU LD S . PVC wttC: n �irJ _ i 0__ P Z y Ft. Hole Diameter � Inch S 3 Ft. Lateral Inch(es) X Z 3 Inches Manifold " Z Inches Force Main " Z In ches - I of holes /pipe 3 ' Invert Elevation of- Laterals 101 : OFt. 1 x0 , 111 = G .31 . b - 31 q8 G �►�-� - Combination Sept;ic:Tank and PL] CHAMBER CRO55 SECTIOM AMD SPECIFICATIONS ' PAGE OF - VEUT CAP WCATUCK PROOF JUIXTION 8OX , 't'C.Z. VEFJT PIPC APPROVED LOCKING 110 ' FROM - DOOX. &WHOLE COVER wlV - .hMOOW OR FRESH t-NSEL. 1 +� 3 PEL'�10>;1 Ti K IIJT/�KE t S cosspu7T w lr�ttLTt s tf T cep _ 4 OL 4 Y� MlAl. WAHL 18'MIN. ---- - - - - -- IIJLET PROVIDE { _ �AtRTIGHT SEAL I I i Approved Z �- Hw� A I I (( Approved joint w/ Vc�_ 1$(3O ( joint w/ PVC pipe a _� 'I ALARM PVC pipe I I ( ( 0Aj C i CLOY 8S .�3 FT I PUMP— , OFF 0 COUCKETE BLOCK RISER EXIT PEFZM)ITED OI.JLtJ IF TAWK MAIJUFACTURER HAS SUCH APPROVAL 3 "A ?PR�84 • �gEDt? I u4 SEPTIC F SPECIFICATIOQS DOSE TAUKS MALJUFACTURER: (2Z)k)( - �� l IJLlMfiEA OF DOSES: Z P E K E>A: TA MK SIZE : 1OUD J GALL DOSE VOLUME r ALARM J'tA � -� C �-�'� C LS � IIJCLIJDIAIG 6ACKELOW: MODEL AJUM6ER: I CAPACITIES: A= lj 3d I)JCHCS OR GALLOIJS SWITCH TyPC: � $ = Z - IIJCHES'OR L Gp LL0U5 PUMP MAFJUFACTURCR: I��� -S C: g WIRES OR X CALLOUS MODEL NUMBER: `�7 33 D= 1rj INCHES OR GALLOUS SWITCH TYPE: __ ���UR -y 1JOTE: PU11P AUD ALAR AM To aE MIMIMUM DISCHARGE RATE ° 1g GpM INSTALLED OIV SEPARATE CIRCUITS VEKTICRL DIF>: EILEWCE DETWEEAJ PUMP OFF AIJ0..DI5TRI6UTIOW PIPE S' 17 FEET f MII.JIMUM NETWORK SUPPLY PRESSURE , b S U FLET �-tJx 1. 3 + 11 S FEET OF FORCE MAIN X Z_(� F oFtFRICTIOU FACTOR., 3 '03 FEET TOTAL_ OSNAMIC HEAD = -ZS-SO - FEET As per manufacturer 1`1 - gal /in. Liquid depth 3�' s ME Series MYM 1/3 through 1 -1/2 HP Effluent Pumps Performance Curve CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 400 450 100 90 1 29 BO 24 � CC 70 W F- W ME W W �Op 20 2 LL 60 Z Z W 5 MESS 16 < 40 M�`S� Q O 12 O 30 !3 20 F33 10 4 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 CAPACITY GALLONS PER MINUTE M"rV • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3327 8/92 Printed in U.S.A. Widconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings s in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County S T"• C C 1,K include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. t om- l nl G '� Please print all information. Reviewed b Date Personal information you provide may be used for se ndary pu s vacy Law s. 15.04 1) (m)). 3 /( - 7/ Property Owner Property Location G94. -bet Nw 1/4 MV 114 S 3 S T Z$ N R 1$ E (or W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# l3 I �OjvDLI'LOS A 'M - Z I _ �Ctppp s LSD cS M City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road 'P-'W EZ Rt- Zvi i Sgbz ( - ) Ls) 14 zb_ I IIZ k\Mr\3tekt)vyv\�e I Vi-f'rLk) v- C New Construction Use: 0 Residential / Number of bedrooms Code derived design flow rate 456 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material LO V'S S d U LIM -7L LL Flood Plain elevation if applicable t3 A ft, General comments �A and recommendations: T"lbuwp Lv L`TL�} of '}L g,Or�IS�Z( eTLL u 1 "-A 1►'V I t�)r✓1 ZL[ OF FL LL Boring " �� OF a Boring # g ,. L NG pit Ground surface elev. 9 8 9 ft. Depth to limiting factor .So• �atiun. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roo*-, in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 O$ LL�`12 3l Z — � � ( 2`� b lz: wl'f't- �`3 _ • S . � Z 8 -Ly L in-- V1 - slcl Z`Fsb k K cS Sll Z _S-1 R 1 Lem WL s s c I bh ' a Boring # ❑ Boring j\ ,4fi.pit Ground surface elev. . fL Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 I o -8 1D`1.IL 3 t Z s i l Z `�Sb k vn `f� a, S - • S - `� Ski 'Z'psb YY1 cs 3 1 -s Z7 Z S YYL l CLa - � - .S`� tZ s!g �c.s bh l Y e 1 m �►- - 3 ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS _< 30 mg/L CST Name (Please Print) �Sigiture Q 1- 3 a — Z CST Number Arthur L. Wegerer 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Ilain St. River r'alls, UI 54022 715 - 425 -0165 I I Property Owner k)ytQwr Parcel ID # _ pl`' 1�lti�l 6 '�` Page of Boring # [� Boring ® Pit Ground surface elev. ft. Depth to limiting factor i Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -, lOH R--3 L Z — S t l Z`�'� bk wl `�h 0.g — • S - g "MIL V1 V Z i's bit- m fF - 3 t3 z� �-S'�a y 1 cl.� - '7.5 YR. s/s c 1 L �s bk +� �- — • Z . 3 F-1 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor In Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etl#1 'Eff#2 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SOD -8330 (R.W00) PLOT PLAN Page 3 of 3 Scale UP NZ-1 V ® v • t S Yn To P'OxA?nizuSA t> k. J � J L o't , 3 LAT 2 0E-- CkL4 t Lou. S' Or 8• na �� ,� 4 DoT ° �-0r'Lt�H'eT 01Z D L sllstL�3 T f S }�R�`{a — $'r3_�FI_��_ L Ofj _O Ol`► Z N �{-161� -, _ � lc�. "b1.H _P�L�__ -P ���v�1'T�F - -_ -- - -_ 715- 425 -0165 220254 � CST Signature Date Telephone No. CST No. Job NO. r U8 /11(UU Yltl LJ:LZ YAA (10 J00 4000 Jl \d[a %.V 4VIN114%2 WLJVVA ST CR OIX COUNTY SEPTIC TANK MMINI'EI�IANCE AGRE13IvILNT AND OWNERSHIP CERTIFTCA'TION FORM OwnerBuyer Mailing Address Property Address (Verification required from Planning Department for new construction) city/State �i fir" F-- I l .S w.� Parcel Identification Number a �� �� � M °� � � t � �� C �.,EGAL DESCRIPTION �� W, Town of Property Location �•. /s, Sec. T:L ' R Lot # of Subdivision / Page # ya 7 L' � Certi led Survey Map # , 3 7 . Volume l - C - • � °1 _ 1 __ 1 Page # b � Warranty Deed # _� Volume _ Spec house O yes no Lot lines identifiable Xyes ❑ no sySTEM MATNTENANCE improper use and mafm ce of your septic system could result in its pm=ture failure to bandlo 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 Systeaa can affect the functiaa of the septic tank as a treatment stage in the waste disposal system. signori by the owner and by a 'Me property owner agrees to submit to St. Croix Zoning D certification form, o mastcrP uwbc , j urncymau P that (1) the a site wastewaterdisposal system 1 r o lumbtx, restrictedplumber or a licensed pumpetvrsrfytn8 the septic tank is less than 1/3 full of stodge. is is proper operating condition and/or (2) after inspection and pumping (if necessary). ed have read the above requirements and ageo to maintain the Private sewage disposal system with the standardS Uwe, the undersign C-adncation set ford►, berein, as set by the Departzent of Commerce and the Department of I1aWral Resources, State t Wilco Offi wilin 30 stating that your septic system has been maintained must be completed and returned to the SL Qroix County Zoning jj:UW untie ye . PP apiration date. DATE OF ALICANT OWNER CEI2''ICA'X'ION I (we) certif y that all statements on this form are true to the best of my (o�) latowlcdge the owne r(s) of . I (we) am (are) the property described above, by virtue Of a warranty deed recorded is Register of Deeds Office. DATE S1dNA OF APPLICANT ••i••• Any information that is mil raprosentcd may result in the sanitary permit being revoked by the Zoning Department. + «ss•r. •• Include with this application: a stamped wu mty deed, from the R aDeeds �e wa rranty decd a copy of the cethfied survey = p i i DOCUMENT NUMBER Z+ KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX Co., W1 RECEIVED FOR RECORD Glenn M. Wachtler and Tera L. Wachtler, husband and wife, Grantor, 09-26-2002 9 :30 AM conveys and warrants to Jeremy J. Sabelko and Amber N. Bauer, Grantee, the following described real esta e L-C oun y, State of iiiaRRANTv : %f_[; Wisconsin: tXEMPT n REC FEE: 11.00 LOT TWO (2) OF CERTIFIED SURVEY MAP IN VOLUME SIXTEEN (16) OF CERTIFIED TRANS FEE: .133.50 SURVEY AGE 4278, AS DOCUMENT NUMBER 676237, FILED IN ST. CROIX COPY FEE: COUNTY REGISTER OF DEEDS OFFICE ON APRIL 15, 2002, BEING LOCATED IN THE CERT COPY FEE: NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW 1/4 OF NE 1/4) OF PAGES: 1 SECTION THIRTY FIVE (35), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE EIGHTEEN (18) WEST, FORMERLY BEING CERTIFIED SURVEY MAP IN VOLUME FIFTEEN (15), PAGE 4090, AS DOCUMENT NUMBER 646713, TOWN OF KINNICKINNIC. NAME AND RETURN ADDRESS iE- Subject to Halo Drive right of way. Leo A. Beskar, Attorney kiver Falls, ODLI, BESKAR, BOLE S& KRUEGER, S.C. 19 North Main Street, P. 0. Box 138 Mobile, manufactured, prefabricated system, double wide or multi - family WI 54022 homes are prohibited and the total above ground finished square footage of any personal residences will be no less than 1,100 square feet and total finished square footage of a living area will be no less than 022 2001- 20 - 8$$ - 1,400 square feet. This provision shall be considered to be a Parcel Identification Number restrictive condition and shall run with the land. �l 6 This is not homestead property. Exception to warranties: All easements, restrictions and rights -of -way of record, if any. Dated this day of September, 2002. (SEAL) / / ) "" 1 4 6) . (SEAL) nn M. Wachtler (SEAL) (SEAL) - Tara L. Wachtler AUTHENTICATION ACKNOWLEDGMENT Signatures of Glenn M. Wachtler and STATE OF WISCONSIN ) ) ss. T r L. Wachtler COUNTY ) auth .t c d thi day o September, 2002 Personally came before me this day of 2002 the above named to me known to be the persons(s) who executed the foregoing instrument and acknowledge the same. Leo A. Beskar TITLE: MEMBER STATE BAR OF WISCONSIN tSianature) (If not, authorized by 5706.06, Wis. Stats. ) * ( Name Printed or Typed) THIS INSTRUMENT WAS DRAFTED BY: Notary Public County, Wis. Leo A. Beskar, Attorney My commission is permanent. (If not, expiration date:) RODLI, BESKAR, BOLES & KRUEGER, S.C. 219 North Main Street, P.O. Box 138 River Falls, WI 54022 r CERTIFIED SURVEY MAP Glenn and Tera Wachtler Lots 1, 2, 3 and 4 of that Certified Survey Map recorded in Volume 15 of St. Croix County Certified Maps, Page 4090, also being the Northwest 1/4 of the Northeast 1/4 of Section 35, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin DESCRIPTION: That certain parcel of land being Lots 1, 2, 3 and 4 of that Certified Survey Map recorded in Volume 15 of St. Croix County Y P Certified Survey Maps, Page 4090 also bein g the Northwest 1/4 of the Northeast 1/4 of Section 35, Township 28 North, Range 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin, more fully described as follows: Beginning at the North Quarter corner of said Section 35; thence East (assumed bearing on the North line of the Northeast 1/4 of said Section 35) a distance of 1316.77' to the Northeast corner of said Northwest 1/4 of the Northeast 1/4; thence S 00 °38 51" W along the East line of said Northwest 1/4 of h Northeast 1/4 1322.60 the t r the o to h Southeast corner thereof; thence S 89 53 46 W along the South line of said Northwest 1/4 of the Northeast 1/4, 1316.11' to the Southwest corner thereof; thence, N 00 °37' 03" E along the West line of said Northwest 1/4 of the Northeast 1/4, 1324.98' to the Point of Beginning, containing 40,004 acres or 1,742,559 square feet being subject to an easement for Halo Drive over the Northerly portions thereof as shown on this map, an easement for Ponderosa Drive over Westerly portions thereof as shown on this map, and to any other easements, covenants or restrictions of record. i GENERAL NOTICE STATEMENT: Note: Each parcel shown on this map is subject to State, County and Township laws, riles and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the appropriate Town Board for advice. State of Wisconsin) County o f Pierce) I Laurence W. Murphy, Re Registered Land Surveyor, do hereby cer that b direction of the Owners 8 Y � Y fY Y , Glenn and Tera Wachtler, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. Dated: April 3, 2002. ° �cs° °olOro� g ON`G�� �DO oa ° LAURENC:B W, g M U b o m • ° ALTS, ° 0 wt. g o �0 LA N� oo fl�ron00000 °°pD�' This Instrument Drafted b Mark W. Peavey SHEET Y eY 2OF2 Vol. 16 Page 4278 � 76237 ,G v�/ ,�0 } j?� ' GA ` 0 .Zoa� Z 3oa S'�� PAGE 4278 j 4 14,4 4 4 col ,W 3� KATHLEEN H. WALSH REGISTER OF DEEDS — - -<- ---ST CROIX CO.. MI j � �-O �© �id �° -� 440 - * RECEIVED FOR RECORD W y� /��,Z ,�1JJ9� .20 1W J%jp /D 04 -15 -2002 9:00 AN REC FEE: 13.00 RVEY MAP CAGY Ffifi: 3.00 PAGES: 2 Glenn and Tera Wachtler Lots 1, 2, 3 and 4 of that Certified Survey Map recorded in Volume 15 of St. Croix County Certified Maps, Page 4090, also being the Northwest 1/4 of the Northeast 1/4 of Section 35, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin OWNERS' ADDRESS NOT& 81 Ponderosa Drive An enden control plan w311 be regmred by the St. Cr4z River Falls, WI. Cam' zodni office prier to constrncdon ao rhea W& LINPLATI R$ Noah line NE 1/4 North Quarter Corner Notch line NW 114 - NE 1 114 Section 35 Section 35 11Y, Y��T �P Section 35, T 28 N, R 18 W .... East 2833.59---- Ve1 p, - 1 (Found on Nall --- East 1316.77 .. Curve Ng JGVM 1-21 Radius = 1552.42 Central Angle = 03'5720' 578. 39 3%6. 21' 8 208.ar36.� 219 7 ' 1� X131 7T Ate Lenglh =107.18' �. ...N89 .1 1 1241.40'--- $ '� - - E N Chord Leah =107.15 t �'� as 31:_ ��_.��_�_� �. �_ �� A�_ _ 3 Trt2$ N, R 18 W • ! Roadway Setback L>rte I vr3 w �. Septic Chord 8earin� = N 01 41'34 W , t ound g Altrmhum T N 00'1708• E C 1= -3Y LOT 3 LOT 2 �I,OT t T Baring a 2= tar "' 1.9T 3 LDT 2 3 - --I�OT 1 V N 03 Ww z Ares AI $89141'17"W 712.55 M � el is 1, �� R T_I 1_�_Q S U R_V_�_Y MAP �; 3 y� RECEIVED ST. CROIX COUNTY r WISCONSIN limit ' ,` 0 203 ZONING OFFICE t ��uU�uu�■ �.�. e ...5.. ST. C OIX COUNTY GOVERNMENT CENTER yt. CfI uix c0UNTY 1101 Carmichael Road ZONING OFFICE Hudson, WI 54016 -7710 EROSION CONTROL PLAN (715) 386 -4680 • Fax (715) 386 - 4686 For Lot 2. 1369 Halo Drive (Kinnickinnic ) — owner (s) Jeremy Sabelko & Amber Bauer Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." The owner is responsible for notifying all contractors performing construction on this site that an Erosion Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The main source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system excavation /installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Plan to apply seed and mulch as recommended in #5. 2. Divert contaminated runoff into vegetated buffer areas by creating temporary earthen berms graded ALONG CONTOUR between excavated areas and any drainage ditches or waterways. Use diversions to contain runoff on owner's property and away from adjacent properties. Maintain existing vegetation and use a temporary diversion for the east property line, if necessary. This parcel is surrounded by existing hay fields, with > 125 ft. driveway to Halo Drive. General surface drainage direction is southeasterly, away from the town road. 3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence may not be necessary. However, silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property using the diversions and vegetative buffers. The POWTS inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must use only one driveway access off county /town road that is properly stabilized for heavy equipment; this helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. This includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. All vehicles, except those used for mound installation, MUST stay off the entire mound site to prevent damage to soils that would make it unacceptable for use. _ 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather does not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Attached is a copy of "Erosion Control for Home Builders ". Please feel free to contact me with questions or ask for assistance with erosion & sediment control installation. Prepared by: Pamela Quinn Soil Erosion Inspector #665054 Owner acknowledgement of ESC Plan requirements: 3 //2003 i 3 �S -k � �g3 (3 Co '� Z� Z ' Myers ME4O Series of 4/10 HP Effluent and Drain Water Pumps Page 1 of 1 Product Performance Chart CAPACITY'' MITERS PER MINUTE 0 50 100 150 2010 250 300 35 z s r 40 12 36 10 30 8 z 20 b s O 15 10 2 0 0 0 10 201 X 40 50 60 70 00 90 100 CAN kCfTY GALLONS PER MINUTE http://www.femyers.com/products/sse/sse 1/22/2004 I Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 hsc w ons►n www•commerc . o ns ov uvw.wiscnsin.gov Department of Commer - -___ RECE IVED Jim Doyle, Governor Cory L. Nettles, Secretary July 11, 2003 i 1 5 2003 ATTN: POWTSI CUST ID No. 220254 P 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 letttiCaU4x1 Ninbers PLAN APPROVAL EXPIRES: 07/11/2005 Transaction ID No. 885274 Site ID No. 656210 SITE: Jeremy Sabelko / Amber Bauer Residence Piea a refer to both ident�fcat<on numbers; Town of Kinnickinnic, St Croix County Sl ©�, to ll ntspottdn wxttt the NW 1/4, NE 1/4, 535 T28N, R18W, Lot: 2 an FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 893334 Revision 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: stipulations, • Pursuant to outlet filter product approval maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • The manifold diameter shall be 1 1/4 inches to ensure a velocity of at least 2 ft/sec. • Note that increases in elevation lift of force main length may necessitate using a larger effluent pump. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. ARTHUR L WEGERER Page 2 7/11/03 I Sincerely, Fee Required $ 60.00 Fee Received $ 60.00 ' n Balance Due $ 0.00 'U er�Gansk7y, W tewatS list Make Checks Payable To (715) 726 -2544 Commerce (715) 726 -2549 FAxe . ljansky @commerce.state.wi.us I TITLE SHEET ! FDage of -] MOUND SY UN2 X2003 FOR 4 A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -1057 P and the Pressure Distribution Manual SBD- 10573 -P C Iz. U lqq� LOCATED IN THE Nw 1/4 OF THE KI�Z7 1/4 OF SECTION 3S , T Z8 N, R ) 8 W, TOWN OF . CFZjj Ix COUNTY, WISCONSIN. DoT' Z_ oL = CSWI: v on INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR 8 8 5 2 7 4 X11 �(Z Iv ► __ST• RPT__ -4 L l 0 ZZ 1- :P -O ; w.T.S. Condrtionally APPROVED DEPARTMENT OF COMMERCE PREPARED BY DIVISION OF SAFETY AND BUILDI GS WECCEE�ER SO I L • T'E AND. " Sl CORR PONDE E DES I GtV 31 2 CE P.O. Box 74 421 N.Main St. 'per River Falls, WI 54022 Phone 715- 425- 0165 �,,�ON�� Fax 715 - 425 -6864 ,•''"' "''�• N ARTh11q i WEGEHEP ! DY15� BLLuOYORTM MS. �. '' - `mss 1 ' � s - - A -- ��v_zs o� _ " _c� r=- P_<_�., _ - - -- , � •�.... �. °i.S - :__Di'L� - ='2 , Zoe 3 - - -- 44 SIG1y JOB NO. 03-0 Mound System Management Plan Page Z of 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. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. 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 BODS, 150 mg/L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and Pump tank abandonment shall be in accordance with Comm 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. Continaeno 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 erected to: The County Zoning Office at `�1 S .38 6 — L! b 8 ST < The system installer at BLS. Z 73_ t4 q YJ L The tank manufacturer at Q� = 3Z.S- �C` Ly 1 L The effluent filter manufacturer at `U�_ ZZ,�_S�ClZ Zft-a - The pump manufacturer at PLOT PLAN Page 3 of Scale 1 "= 50 ' �00�* CO POVVDI,.zUS�1 hCZ� hi O J 3 te a° Zoe o� 4 PvC ti Zoo OF 2'* PVC F _ M _ 9 8 `` rcGe — ' UT ADDrO�ie^ SJa.thetlC COVerL'1C AST-H C33 Distribution Pipe Medium Sand Topsoil __H 1G o. 3 E II' e Slope Distribution Cell of Force Main Flowed z" to 2 Aggregate From Pump Layer D 2 . Ft. E Z .D RR. CROSS SECTION OF A MOUND SYSTEM F O- Ft. G o • 5 Ft. A Ft. F l . y Ft. Linear Loading Rate = q • D GPD /LN FT 6 S 0 Ft. Design Loaci.ne Rate =o .� GPD /SQ FT . Ft. J 1 O Ft. K 1 Z Ft. • 'tZ4n L -_ Ft. w 3 3 Ft. �} - Observation Pipe ----------- - - --- - - -- -- •� A o•— -- -- - 8 - -- --- - - - - -- -------- - - - - -- --- - -- W °'-�+�- -- - - - -- - - - - - -- -------------------- - - Farce Main �Oistributio 1 „ � �� � y Pipe Cell of to 2k ! ao;regate Observation. Pipe s PLAN VIED OF A MOUYD SYSTEX Distribution Pipe Layout pace 5 of 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 fitting to a point within six inches of the final made. Terminate the ends of the laterals with a valy, ;,:du aded rap or threaded plug- Provide access from final grade for the valve, threaded can or threaded plug. - T�i ZDS S . 5 71.E 1�7 - PV C FVC PVC Lateral Manifold Lateral X x x x x2 x12 x x x x Lateral Length — Lateral Length —" Distribution Line --0 S PVC wQC� nr'ttN i o— — _ _ G q P Z y Ft. Hole Diameter � Inch - S 3 Ft. Lateral Inches) X Z 3 Inches Manifold Inches Force Main " Inches # of holes /pipe 1 3 Invert Elevation of. Laterals lol -3 Ft. t 3 x p .q1 = „33 x(, — 3) G►�►� -I Combination Sept,;3.c: Tank and PISMP CHAMBER CROSS SECTION AND SPECIFICA ' PAGE OF - 7 NEWT CAP WEATHER P ROOF JUIJCTIOIJ BOX . `i C.Z. VEIJT PIPC APPROVED LOCK IMG :10' FROM OOOR, MA00LE COVER WIV ,.huoOW OR FRESH y'- 'f+RN1UG LP.gEL w sp w PtaE AL IIJTAKI co,�culr /1'rt.R'►Z s ItT Grp � .._ t Fl N iS� 6` riw. � Vl� G�o tEl 1 s �__ I8 - - - -- 11JLET PROVIDE • ;� AIRTIGHT SEAL I I Approved A. I ICI Approved ,joint Tf/ 1�— t$Op I III Joint w/ PVC piA ALP,RM PVC pipe a . I II _ I r IJ C)TE = I I ou _ C 8S .�3 +JO:�I.�1�- 1_� �`o5'^P� CLEY. FT. OFF D COUCRETE �Z -C 8 'I-) 00 9LOCK RISER EXIT PERMITTED OI.1L'J IF TAIJK MA)rUFACTURF6R HAS SUCH APPROVAL 3 "AFPQy.FD • �BEDDcN4 SEPTIC F SPECIFICATIOIJS DOSE TANK MA)JUFACTURER : w11 - �SeR ►JUmb[R OF DOSES: y. PER DAB TAKIK :,izr,: 1 OU 6SO &ALL DOSE VOLUME z ALARM MAUU FACT UR. ER: _S S CL���} S tS J"t 11�ICLUDIU6 BACKFLOW: � Z-�• S (,AILONS MODEL NUMBER: lit 41-'J GiPACITIES: A 30 IUGHES OR GALLONS SWITCH TAPE: �' 8 = � I►JCHES'OR _..L_ PUMP MAMUFACTURCY' L 'IL GCLLOUS RS C: I IZ tUCH OR �Z�' S MODEL NUMBER: M C 33 GALLONS ti t D - 1 'MCHES OR ` SWITCH TYPE: uOTE: PU11P AUD�AL - ARM ARE TO 6t M DISCHARGE RATE I•g$ GPM INSTALLED bM 5EPARATE CIRCUITS VERTICAL DIFFERENCE 15ETWLEIJ PUMP OFF AUO- DI5TRIBUTIOU PIPE.. FEET + 1'•t►I,iIMUM NETWORK SUPPLY PRESSURE . b ' S O FEET \S-Ox Z. 3� + '252 FEET OF FORCE MAIN X z' L� F �OFZFRtC71ou FM `1.38 FEET TOTAL D!JUAMIC HEAD = =� 5 FEET As per Manufacturer � gal /in. Liquid depth 3� y P E - 7 a a= 7 ME Series M 1/3 through 1 -1/2 HP Effluent Pumps Performance Curve CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 400 450 100 1 90 28 80 24 F — 70 / SQ w W M ��QQ 20 60 Z Z ' — 0 W so MF RS 16 W _ _ J 40 A1F$Q Fa- 12 O 30 20 X33 10 `} i 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 0 CAPACITY GALLONS PER MINUTE MVM 1101 Myers Parkway, Ashland, Ohio 44805-1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3327 8192 Printed in U.S.A.