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022-1008-30-020
0 c� / ; % k c k ® 2 ( CPA % « x e z § & ; 2>§ $ / [ f ` ƒ e & \ % \ o.* ' < \ _ m . CO m . $ _ 0 E0 E- �f ' %$ CD § � a � � \ \ § 2 A # ., � . ; ; & a © ( / t % co 3 \ \ $ !;o < 9 z ) / 2 � / C 2 2 m § E_ + A . k 0 0 0 0 �- 2 \ 0 \ . � � / / ® » o v c 2 §k 2�d \\ / �{ z o 7 .. § § ( \ g , . / 7 = A (D z / _ ■ 0 z E g Z a # C k § § / m F $ » U) z 4k % CD � > � � ) \ � $ @ ( / k ' £ ■ o ƒ CD f i , % 8 E I Parcel #: 022 - 1008 -30 -020 09/15/2005 07:46 AM PAGE 1 OF 1 Alt. Parcel #: 4.28.18.50A -20 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner LYNN R & TRACIE K TILTON O - TILTON, LYNN R & TRACIE K 1151 60TH AVE ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description 1151 60TH AVE SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.278 Plat: 1332 -CSM 15/4150 SEC 4 T28N R18W NW NE BEING LOT 1 CSM Block/Condo Bldg: LOT 1 15/4150 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 04- 28N -18W NW NE Notes: Parcel History: Date Doc # Vol /Page Type 10/16/2001 659208 1738/527 WD 07/23/1997 686/01 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.278 40,000 211,000 251,000 NO Totals for 2005: General Property 2.278 40,000 211,000 251,000 Woodland 0.000 0 0 Totals for 2004: General Property 2.278 18,000 153,000 171,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 115 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I l Wisconsin Department of Commerce L S w PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Divisirn5 INSPECTION REPORT Sanitary Permit No: 395196 GENERAL INFORMATION (ATTACH TO PERMIT) State Ian ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. (p (a ( ( 0 + T� Permit Holder's Name: City Village X Township Pakel Tax No: Vanbeek, Ro er I Kinnickinnic Township 022 - 1008 -30 -020 CST BM Elev: I Insp. BM Elev: BM Description: w .0 `t_ PU ';= CST' wt f`"� U� dK /K sZ�3,Zo TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY \ STATION BS HI FS ELEV. Septic �/�(' � 2S � Benchmark vt Dosing 1 Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet .1c) St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic >SO 1 6 6 f Dt Bottom 1 4jr oT r i Dosing t t 18 , Header /Man. Aeration Dist. Pipe r ( r 1 02 _5D Holding Bot. System 3r 30 I St PUMP /SIPHON INFORMATION Final Grade �t- Manufacturer 2 Demand St Cover GPM �+� Model Number 5�r 3 ` c �•' DH Lift Friction Loss System Head TDH Ft Forcemain Length I Dia. f � Dist. to Well L I S IL ABSORPTION SYSTEM "fl BE Width Len / No. Of Towel es PIT DIMENSIONS No. f P Its Inside Dia. ILiquid Depth MENSIONS 8 SETBACK SYSTEM TO P/L BLDG IWELL LAKE/STREAM LEACH nufacturer: INFORMATION CHAMBER Type Of „y stem: f t �� r � u umber: DISTRIBUTION SYSTEM D � fj 'a )pc- Header /Manifold Distribution � t I x Hole Size / x Hole Spacing Vent to Air Intake Length Dia 1- en "�' ia� �! Spacing t 3 /(to 1 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 Bedrrrench Center Bed/Trench Edges Topsoil FE] [W No ❑ Yes ❑ No COMMENTS (Include code discrepencies, persons present, etc.) inspection 1: 9 / °) / _I Inspection #2: Location: 1151 60th Avenue River Falls, WI 54022 (NW 1/4 NE 1/4 4 T28N R18W) NA Lot 1 ` Parcel No: 04.26.18.50A20 r 1 1.) Alt BM Description . 2.) Bldg sewer length= �q• o u k2. u t Se. I C&Ucf - amount of cover = (S t§ / 4 S ` .,�"° tb .. 1 5'. / 3.) Contour = Plan revision Required? Fs Yes No Use other side for additional informat4n. Date I Signature Cart. No. SBD -6710 (R.3/97) I r - Safety and Buildings Division County f + 201 W. Washington Ave., P.O. Box 7162 > 7 �seonsi►n Madison, WI 53707 - 7162 Site Address ! De artment of Commerce �/� Sanitary Permit Application Sanitary Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal info 3 q5 9� � e ❑Check if Revision may be used for secondary purposes Privacy Law, 1 1 I. Application Information - Please Print All Information State Plan I.A. Number r S Property O ame ✓ j n Parcel Number wne �ry Property Owner'slMailing Address / C`� ' Prope Location - �y l O lt7S Q N� IJUl 54A45 �A; S T W N, 6 City, State V Zip Code a Number Lot um Bloc Number Ij rr Po e e 4 r5 u) 64D�Ls S --car Subdivision Name CSM Number II. Type of Building (check all that apply) �/. �, ),.,.� ❑City 1 or 2 Family Dwelling - Number of Bedrooms ❑Village ❑ Public /Commercial - Describe Use Township /y Je C3 State Owned Nearest Road L mi k 46, ", lfvt III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 OE' New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use ..) DD 20 System Tank Only Existing System B • ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply) (numbering sche a is for internal use) 44 ❑ Non - Pressurized In- Ground 2*Mound X _7,�P 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 ❑ Recirculating 30 ❑ Other V. Dispersal/Treat ent Area Information: 3 Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Pro Rate(Gals. /Days /Sq.Ft.) (Min./Inch) Elevation 6 00- -, Z o no /goo 53F 0 3 q AV, /03' 7 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic nr Hnldin¢ Tani ` t Dosing Chamber 7,0 - VII. Responsibility Statement- I, the and . vKped, assume p for installation of the POWTS shown on the attached plans. Plumber ame (Print) PI is Si MP/MPRS Number Business Phone Number Plumber's Address (Street, City, State, C e) VIII. Cotmty IDe artment Use 01 Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse. Determination I t -3 IX. �� Co {f nditions of Approval/Reasons for Disapproval / / ;Z fef�W Gt . t rTl 4 D 1 '5 t . G 1�1N(/aCf/ �(1(/i C ' lOT "��,e SCl% r_k5j �O c ✓m i 7 - %9 Y'*/ r�'f P`t,hrc t � r eS , ✓l%O Ltcld"i fibr�.i./ � � Y v►< < {5 �tn a� �0! D �!`Q�"lt PGA ky1 a rg3 110:0 CSA' 1�5 Ire eohl �. Attach complete v4 . lams (to the County only) for the system on paper not less than 8111 a 11 inches in size elldS <<pyL 1 1wP ltrlS / Z 'r' /w Q �IP11p SBD -6398 (. �5l0 l) FADE OF �_ NAME Van �c Lop I LEGAL DEs PTION S K Tz9 XR ljua g:.— SCALE: 1 x 1 BM 1 ELEVATION BM I DESCRIPTION �- BM 2 ELEVATION BM 2 DESCRIPnON Lam � � SYSTEM ELEVATION 1 .0 ALTERNATE ELEVATION AU- - CONTOUR ELEVAn0N `� Y• Sd i i � U i 0 9„ 53' v ( - +u' \ wy ilo r L \ 0 C U \a �� �• �•�•�� SEE CO NDEN fq•r) � MZ SIGNM Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 r TDD #: (608) 264 -8777 www.commercest www.wisconsin.gov Department of Commey'o~ ?" 1 t Scott McCallum, Governor Brenda J. Blanchard, Secretary July 20, 2001 CUST ID No. 139462 rP��o ' c ATTIC POWTS Inspector TODD L SINZ h 1`r - °" �' ZONING OFFICE T L SINZ PLUMBING INC ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 -5520 HUDSON WI 54016 ` CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/20/2003 Identific on N bers Transaction ID N . 661679 SITE: Site ID No. 63307 ROGER VANBEEK Please refer to both identification numbers, 60TH AV above, in all correspondence with the agency, TOWN OF KINNICKINNIC ST CROIX COUNTY NW 1/4, NE 1/4, S4, T28N, R18W LOT: 1, FOR: DESCRIPTION: FOUR BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 802514 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 Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01/01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 /01). • 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 letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The mound component has a set back requirement of five feet from lot lines. This component appears to be closer than five feet. The component may have to be moved slightly to accommodate that set back requirement. Verification at time of construction by St.Croix County is required. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. • Limited activities are allowed in the area 15 down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. I - TODD L SINZ Page 2 7120101 • The upper edge of the cell is to follow the 99.5 foot contour. The orientation of the cell is to follow parallel to the surface grade contours on sloping sites. This is stated in Table 2 of the mound manual, and Comm 83.44(6)(a)2. • Distribution laterals are to terminate inside an access box or capped pipe. This stabilized access box or capped pipe is to be brought up to fmished grade with the laterals terminating within six inches of the cap. • 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). In addition, the owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as i 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. j • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the 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 II I 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, l i FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 Charles L Bratz POWTS Plan reviewer I1- Integrated Services (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM WiSMART code: 7633 cbratz@conu cc: ROGER VANBEEK - Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.vAsconsin.gov .vAsc o ns ov .wiscnsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary July 20, 2001 CUST ID No. 139462 ATTN: POWTS Inspector TODD L SINZ ZONING OFFICE T L SINZ PLUMBING INC ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 -5520 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/20/2003 Identification Numbers Transaction ID No. 661679 SITE• Site ID No. 633071 ROGER VANBEEK Please refer to both identification numbers, 60TH AV above, in all correspondence with the agency. TOWN OF KINNICKINNIC IX COUNTY 1/41 NE 1/4, S4, T28N, R18W URIPTION: O FOUR BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 802514 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 Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 101). • 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 letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The mound component has a set back requirement of five feet from lot lines. This component appears to be closer than five feet. The component may have to be moved slightly to accommodate that set back requirement. Verification at time of construction by St.Croix County is required. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. • Limited activities are allowed in the area 15 down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. TODD L SINZ Pag e 2 7/20/01 • The upper edge of the cell is to follow the 99.5 foot contour. The orientation of the cell is to follow parallel to the surface grade contours on sloping sites. This is stated in Table 2 of the mound manual, and Comm 83.44(6)(a)2. • Distribution laterals are to terminate inside an access box or capped pipe. This stabilized access box or capped pipe is to be brought up to finished grade with the laterals terminating within six inches of the cap. • 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). In addition, the owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 Charles L Bratz POWTS Plan reviewer II- Integrated Services (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM WiSMART code: 7633 cbratz@commerce.state.wi.us cc: ROGER VANBEEK s Roger Vanbeek -Mound Transaction # Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD - 10691 -P (01 /01) Pressure Distribution, SBD - 10706 -P (01 /01) Location: Lot 1, NW 1/4, NE 1/4, Sec. 4, T 28 N, R 18 W Town: Kinnikinnic County: St. Croix Date: July 11, 2001 Owner: Roger Vanb k RECEIVED Address: 578 HW 5 JUL 112001 Robe I 5402 SAFE & BLDGS DIV. Plumber: To d S' z Signature: License # 1 9462 Attachments: 6748 -Plan Approval Application SBD -8330 page 1: cover Conab'rtionally 2: design criteria & calculations APPROVED 3: plot plan DEPARTM rrOFCOMMERCE 4: system cross section ftu oNOFWTEtt IL W8 5: plan view, lateral detail ••- 6: pump tank exit detail KE CORRESPONDENCE 7: pump curve 8: system management page 1 of 8 a Y` wiau.K:.iie�f4� hrp`ki►'.wti}lw'°eil'�a�«1� Design Criteria Residential Wastewater Contaminant Load: 30 mg /L < BOD < 220 mg /L Anticipated septic tank effluent 30 mg /L < TSS < 150mg /L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg /L Bedrooms x 100 gal/bedroom/day x 1.5 " gallons /day hydraulic load Design Calculations In situ designed loading rate O.39 gallons /sq. ft. per day Depth to estimated high ground water ':� 16 in. Depth to bedrock >16 in. Cross slope at system 2 % Force main length 2. C:' ft, of Z in. Manifold /header length ft. of Z in. Drain -back 3 i gallons ft, of in. ' S�•S ��1 c1j, Lateral length � @ Lateral elevation ft. @ bottom of lateral 3 Lateral hole size to in. @ 31 °•`' in. ( •° ft.) Spacing k 3 holes /lateral S Z holes total �.lo Lateral volume gallons Total lateral discharge rate 3 gallons /minute @ �'�� ft. head Network pressure compensation losses Elevation difference ft. Friction loss ft. @ 35 gallons /minute Total dynamic head z''z L , ft. Pump /sipixon 4' gpm @ Z Z ft. of head Manufacturer o �``Q Model # 5 Z Dose volume r �z- gallons Lift /siphon tank H� }�� ►ZS-v ��� Ca—LO -'sue' gallons Septic tank 17 -m gallons Effluent filter w� (4 -LL-C�k Measurement pump on and off �' in. t�. ° Height alarm from tank bottom in. Reserve capacity S TO♦ gallons specs.calcs.res Page Z of g PAGE,,,y�OF NALv11< V�+r� �C LOP I LEGAL ESC PTION ''W �.,Up/•.5 �( TZ9,N.R !BE(a - - -- SCALE: I'- BM I ELEVATION BM I DESCRIPTION lng B"Ale- - SM 2 ELEVATION — C i 9• Z- 4/ BM 2 DESCRIPTION �� 0�'0�_ SYSTEM ELEVATION 1 0 .\ ' 2L ALTERNATE ELEVATION CONTOUR ELEVATION . Sd I 4 I ! � �►�h Ewa` � �� � � � � I O� i C r I 0 L C U \i *� �• �• N-AEE CO NDEN fq•r) � ML 5l �i • zS -�: / r S t`4, c.YOsS s �,o%0� (� a vt .�t (a�' � s�o..•. Zu t �� g� A � Q6 O'J I / �, � ` \ (� &da�) •`.,y p e.v car �a..�.�r�,.' 3 o.vtw, qq,j � 0 I � z.e• fE --� 12.3 �g•o +z. ;, k oZ .l,' 2 „ SEE CORR ONDENCE �.� 3.�. I,.�. ,.s �•� I 13.o, 3 • \ /� � �. o\ ` 4 � 1 _ �- �. \ � �.� «....� .-Y_ � � � t o .. � \ :...� � 3e • o �� �. -� 3 . � - `, QX 0.`4 _IIX 0...` , J O \ [. T 0 ti.` n Oct, ir WEATHERPROOF s; LOCKING�COVER ,1vNCTIoN Lox QVICK DI4CO4QICT --\ -4- L L" '77/r/777/7 mmi, 7 7 44 7 //7bt/7�/7 la.., .l. ----� 4° PIPE 3 Psc ' nO N016%Rea �� M SOIL 2 4'' I.D, Y 4 � IL Ni MAN 14 Z I 4 , � oF,�aovr;.•D. A 34 HUL A" 9 '- , - SKET 3bM'J j AL 4 W F L E 0 4 P^ 1 3' ono a t T l 0;9 PUAP CoNtR -r LF" 6Loc.< SEPTIC t _ SPEGIFI DOSE TAWS MAIJUFACTURCR: IJUM9ER OF DOSES: \Z PEK DAz TAWK SIZE; GALLOWS ..DOSE VOLUME ALAR?'1 h1/WUiACTUR,CR; S T N.' I% I- -� IWCLUOING OACKFLOW: S Z CALL ON$ ^OOCL WU{hb'CK: • \ ° 1 �"} ``� CAPACITIES: A= '`� WCHES OK S gO `Q C,ALLOu5 SWITCH TtJPC: `v " ' Z 34.14 B = — IIJCHES Oa GALLONS PUMP I1A►JUFACTURCR: � "e,� Z'J _ G a iULHE5 OR Z GALLOUS �► MODEL WUMDCR; \S Z \o2,� D� INC HES OR GALLGN( SWATCH T)JPE: \AA, ` ~ MOTE: PUMP AWD ALARM ARC TO DC MIAIImum DISCHAK RATE X4 ' 4 ' GPM INSTALLED OW SEPARATE CIKCu r.i VERTICAL DIFFERCAIC[ bETWCEAI PUMP OFF AAIO 013TRIbUTIOW PIPE.. gAZ FEET + MIuIMUM WETWORK SUPPLY PKtSSLIKr... , , , . , , , , + Z " FEET OF FORCE MAIN X.._� $ FT 3 � /oo rtFRICTI0W FACTOR. FEET TOTAL DyWAMIC HEAD = fLET • l� 'T� IIJTERQA L. DIMEWSICIWC OF TAWK: LENG t.44 TH �;WiDTH ;LIQUID DEPTH Hk.Al r ) CAPACITY CURVE '' F.+lrv_rTt - r ,lrrlr aw; :::.•rr�•Ithl�t: MODEL 152/16Z 50 II !iv:; 153 r, I .' 59 '261 ; i %!•l1 19 40 .,2 ' 1di c > 30 ------ 8 7:; !.6 S n ... 12; 42 rl v i 42 4 — . �ocG Vnlvr.: ia.0 rl. (' 1.6rn) ^.0 I t ,, I.S.r:rl 10 r oi,ca 0 20 40 G0 80 100 UALLMi LHER", 0 80 ..._ 160 0 ...._. a / F_ P_E� • "� c�Q �� 7 1 37/32 CONSULT FA ORY FOR MCIAL PL {CATIONS • Timed dosing panels avalla ,1 6 i!w • Eiectrical altemato(s, for duplex sys available and supplied with an alarm. - • Variable level control switches are available for controlling single phase systems. I ' Double piggyback variable level float switches are avalable for variable level long and short cycle controls. ^ I I � Sealed Qwik -Box available for outdoor installations. See FM1420. -, r� • Over 1301. (54T.) special quotation required, 10153 sod" _ 10M MOVEL5 C 20trol "Noon I it Mode! Volt -Fh Nods_ rn ♦ 3 lwr D % r t tt5 t Nm,.__ 8. 1 9nr3 1 ` y BN152 115 1 Auto 8 InoWod 2 or 3 ` E152 230 1 N4M BE152 230 1 Au1O d,1� Inck,ded 2 or 3 1�3 115 t Non 1 2or Br+1sa tts ..s Auro �io.! Included 2a3 SELECTION GUIDE E153 230 t Non 5.3 1 2 or 3 1. Single piggyback vsrisWu laval float awltdl or double piggyback variable level float BE t53 230 1 Auto 5, Inrlu ed 2 or 3 switch. Refer to FM0477, o CA O 2. $es FW712 for correet model of Eler&ical Alternator E-Psk, Ail insWilt of controls, proMon dwlcea and v11r1rig W OUla W gone IN a nttatlned 3. Variable level control &witch iM225 used as a control activaar, spocrfy duplex (3) kentod eleculiclan. All electrical and *#rely ooda should be followed Including the most recwrt Nrrtivnoi E16CIAC Code (NEC) and the Oooupational gaiety and Wash Ad (01111HA). or (4) float systern. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. _. .._............ JWL lo: P.O. BOX 1034 /_ Lauiavm., KY 40256-0347 1NarM:rdcvcre or. , (�` / SW r0 364# c.N our, Lourevwe,xv 40211.1A6r �rcrrPu✓ l939� ht(pJMww.roer.00m /M o . 'CQ; FAX /3021 ny2ry! • t (80[Q D ?B f+UMP F (SU11 - 382 4 0 Copyright 2000 Zoeller Co. NI rights reserved. g System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, T.L. Sinz Plumbing, 715- 235 -2644, or the St. Croix County Zoning Office, 715- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. I . If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water- saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area. 11, Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and /or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 :..' y. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan mutt C ry I include, but not limited to: vertical and horizontal refe BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, o nd nce to nearest road. Please print a iati we by Date Personal information you provide may be used gfinda f vacy ". 15.04 (1) (m)). Property Owner rty Location t� a to GO . Lot l-i 1/4 NF 1/4 S T Z5/ N R E (or) WU Property Owner's MailingAddress ST CAax. Block # Subd. Name or CSM# Gouov City State Zip Code ', Phone City ❑ Village ® Town Nearest Road R be � I 5�-tv2 c 1 New Construction Use: Residential /Number of bedrooms Code derived design flow rate O Cl GPD ❑ Replacement Public or commercial - Describe: r ( Flood Plain elevation if applicable Parent material ti/ ft General comments Sy S kw\ �/clJ � /O/• 36 and recommendations: CGvt +oU`(- e-(W` !<< oalled Boring # F 1- 1 F1 Boring ® pit Ground surface elev. „(,[�. (O ft. Depth to limiting factor 7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I c) -l2 b 31� S� Zr C-5 ! v � • 5 —7-7 1 - 1 2--l - 7 d - 4A 1 3, Il - 2�6 / -cZp - 7s �tl '5L. 2 sby- M �� _ • 5 .9 FZ] Boring # Boring ® Pit Ground surface elev. ft. Depth to limiting factor Lo in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Q Sz. C ont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I a -11 1p 3 Sid Z m � I v� S 2 • 1k(o Ip 4 S►1 Z r4y 3 I l co C ZP SL 5bk * 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) Z i ature CST Number Address Date Evaluation Conducted Telephone Number ?-113 Property Owner Nanb�l< Parcel ID # Page �. of Boring # r] Boring 3 ® pit Ground surface elev. 16n.10 ft. Depth to limiting factor _, in. Soil Application Rate FHorizo Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff #1 *Eff#2 il m Iv I _ �y _ Sr r c. s _ $ ✓ 3 1%-S 4C C2 -� .5 sl L 51- Z ry k 4r -- 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 /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Z 2-Mabt y)-1 �i C S — • S �' Coe- SZ— Boring # Boring El 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/T 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. SBD -8330 (R.07 /00) i, PAGE ? J OF NAME Ua v� D c ck LOT# LEGAL DESCRIPTION. W'AkE� a S 4 TLQ N,R I SE (or) SCALE: 1 x � BM I ELEVATION BM I DESCRIPTION BM 2 ELEVATION G I �' set-- • G� BM 2 DESCRIPTION SYSTEM ELEVATION l0 3 ALTERNATE ELEVATION Al / 1 - CONTOUR ELEVATION � Sd a Zr 410 6 -3 e h �o Ll nnZ SIGNATURE DATE Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites : ::: y�yy Ti y� f � J%: $ i v�P i�-0 \::- p y ••J W 4V•��M� .. `, .k" X . :.:;: •.:: { {::;•:.Y;::::r : }:: ;;..::,:.,.::.:. 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Ka me Daytime telephone number Street address, city, zip code Location of the building site (complete as appropriate): Ll quarter of Section . Town C / N., Range Lo a Lot ' Block Street address Instructions: 1. Complete this plan by filling in requested information, marking (./) appropriate boxes, and completing the site diagram. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. 3. Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW - Extension publication Erosion Control for Home Builders can be referred to for assistance in completing this plan. The Wisconsin Uniform Dwelling Code and the Wisconsin _Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 608/166 Erosion Control for Home Builders (GWO001) can be ordered through Cooperative Extension Publications, 608(162 - 3345. 4. Submit this plan at the time of building permit application. r ' t Chock (v) appropriate bozos below, an P d complete the site diagram with necessary information: .G Site Characteristics (/ North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. W/ ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ Location of storm sewer inlets. The gradient and direction of slopes before grading operations. ,� I 0 The gradient and direction of slopes after final grading operations. , Location of existing and proposed buildings and paved areas. ❑ Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ❑ Location of temporary soil storage piles. Note: Although not specifically required by Code, it is recommended that soil storage piles be placed behind a sediment fence or more than 2.5 feet from any downslope road or drainageway. Location of grave{ access drive(s). Note: Recommended gravel drive design is 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick Drives should extend from the roadway 50 feet or to the house foundation (which ever is less). ❑ Location of sediment fences (filter fabric fence, straw bale fence) or vegetative strips that will prevent eroded soil from leaving the site. r\ -C%rL c,`rLe- i S SV C vo, a c ' > M S 5 fJ U2( Location of sediment barriers around on - site storm sewer inlets. ❑ 10 Location of diversions. Note: Although not specifically required by Code, it is recommended that concentrated flow (drainageways) be diverted (re- directed) around disturbed areas Overland runoff' (sheet flow) from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. ❑ Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or by seeding with use of erosion control mats. ❑ Location of practices that will control erosion in areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in-channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When use4 a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams 0 � Location of other planned practices not already noted. -Site Diagram - Note: Any base map of useable scale can be substituted for this sheet. i Site Diagram Legend Please indicate north direction PROPERTY SILT by completing the arrow. LINE - --' FENCE _ EXISTING STRAW DRAINAGE "'�� BALES TD TEMPORARY. GRAVEL DIVERSION N FINISHED TREE 1 -� DRAINAGE PRESERVATION LIMITS OF STOCKPILED GRADING TOPSOIL O VEGETATION Scale: SPECIFICATION AREA 1 inch = feet tadkate management strategy by checking (.0 the appropriate bane � 'd rat ' cs Management S t ❑ ❑ Temporary stabilization of disturbed areas. Note: Although not specifically required by Code, it is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April Ist and September I5th), or by other cover, such as tarping or mulching. ❑ Permanent stabilization of site by re- vegetation or other means as soon as possible. ❑ ❑ Use of downspout and/or sump pump outlet extensions. Note: Although not specifically required by Code, it is recommended that flow from downspouts and sump pump outlets be routed to stable areas such as established sod or pavement. ❑ ❑ Trapping sediment during dewatering operations. Note: Although not specifically required by Code, it is recommended that sediment -laden discharge water from pumping operations be ponded behind a sediment barrier until most of the sediment settles our. ❑ Proper disposal of building material waste so that pollutants and debris are not carried off -site. ❑ Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. • Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off site due to storm events will be cleaned up before the end of the next workday. • Gravel access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. t. I exeby certify < hat I ;understand the construction :s1te erosion control provisions of the W>sobttsrn Uniform Avirelhng:Code, and that i accept responsibility: for'carryia out Yt a above erasion nt to: IF as approved by -flier code enforc en ent:authority. t taro of appLcaat :: Date A publication of the University of Wisconsin - Extension, Ron Struss, UWEX Water Quality Education Specialist (12/92) - This publication may be freely duplicated Additional copies are available through the UWEX Environmental Resources Center, 216 Ag Hall, 1450 Linden Drive, Madison, K 53706. 6081262 -3652 1 . EROSION CONTROL FOR HOME BUILDERS Preventing Erosion is Easy Erosion control is important even for home sites of an acre or less. The materials needed are easy to find and relatively inexpensive —straw bales or silt fence, stakes, gravel, plastic tubes, and grass seed. 1. Y Y Putting these materials to use is a straightforward pro - cess. Only a few controls are needed on most sites: • Preserving existing trees and grass where possible to pre- vent erosion; • Silt fence or straw bales to trap sediment on the down - slope sides of the lot; By controlling erosion, home builders keep our streets • Sod piles located away from any roads or waterways; and waterways clean. • Gravel drive used by all vehicles to limit tracking of mud onto streets; Erosion is a Costly Problem • Cleanup of sediment carried off -site by vehicles or Eroding construction sites are a leading cause of water storm quality problems in Wisconsin. For every acre under con- struction, about a dump truck and a half of soil washes • Downspout extenders to prevent erosion from roof into a nearby lake or stream. Problems caused by this sedi- runoff; and ment include: • Revegetating the site as soon as possible. Local taxes — Cleaning up sediment in streets, sewers and ditches adds extra costs to local government budgets. Dredging The expense of dredging sediment from lakes, harbors and navigation channels is a heavy burden for taxpayers. Lower property values— Neighboring property values are damaged when a lake or stream fills with sediment. Shallow areas encourage weed growth and create boat - ing hazards. o iaeent Poor fishing —Muddy water drives away fish like north- = ern pike that rely on sight to feed. As it settles, sediment smothers gravel beds where fish like smallmouth bass find '?.= food and lay their eggs. Nuisance growth of weeds and algae — Sediment carries fer -' tilizers that fuel algae and weed growth. Erosion Con For Hoi STRAW BALE or SILT FENCE • Put up before any other work is done. • Install on downslope sides of site parallel to contour of land. • Extend ends upslope enough to allow water to pond behind fence SAMPLE EROSION • Bury 8 inches of fabric in trench (see back page) CONTROL PLAN \ \ • Stake (2 stakes pe bale) FOR 1 OR 2 FAMILY • Leave no gaps. Stuff straw between bales or overlap sec- DWELLINGS tions of silt fence. \ • Inspect and repair once a week and after every %2 inch rain. Remove sediment if deposits reach half the fence i �\ height. Replace bales after 3 months. I \ O r • Maintain until a lawn is established. SOIL PILES D • Locate away from any downslope street, driveway, stream, lake, wetland, ditch or drainageway. • Temporary seed such as annual rye or winter wheat is SEE SEEDED AND MULCHED recommended for topsoil piles BY OWNER AT THE HOUSE COMPLETION OF ( GARAGE CONSTRUCTION ITS GRAVEL DRIVE • Install a single access drive using 2 to 3 inch aggregate. \ ® \ • Lay stone 6 inches deep and at least 7 feet wide from the foundation to the street (or 50 feet if less). • Use to prevent tracking mud onto the road by all — — — — - vehides wW LINE =n ~ • Maintain throughout construction. a, SEDIMENT CLEANUP SOIL TYPE: SILTY CLAY STREET NAME • By the end of each work day, sweep or scrape up soil SLOPE: 3% tracked onto the road. • By the end of the next work day after a storm, clean up the soil washed off -site. SEWER INLET PROTECTION • Protect on -site sewer inlets with straw bales, silt fences o or equivalent measures (see back page). • Inspect, repair and remove sediment deposits after every storm. s o li; a r o m 0 DOWNSPOUT EXTENDERS d a ari • Not required, but highly recommended. o e o • Install as soon as gutters and downspouts are completed n p o to prevent erosion from roof runoff. >< o Route :water ;to a grassed or paved: area. a • Maintain f untd a lawn is established NA e Alt ;.-, i 1 I of Practices e Sites PRESERVING EXISTING VEGETATION • Wherever possible, preserve existing trees, shrubs, and other vegetation. EROSION • To prevent root damage, do not grade, place soil piles, CONTROL PLAN or park vehicles near trees marked for preservation. LEGEND • Place plastic mesh or snow fence barriers around trees PROPERTY to protect the area below their branches. LINE N I EXISTING TOPSOIL _ — DRAINAGE REVEGETATION TD TEMPORARY DIVERSION Seed, sod or mulch bare soil as soon as possible. DRAINAGE FINISHED '— SWALE —� DRAINAGE LIMITSOF SEEDING AND MULCHING - — GRADING • Spread 4 to 6 inches of topsoil. SILT FENCE • Fertilize and lime if needed according to soil test (or apply 10 lb. /1000 sq. ft. of 10 -1040 fertilizer). •—�—• STRA BALES • Seed with an appropriate mix for the site (see table). GRAVEL * Rake lightly to cover seed with 1 /4 " of soil. Roll lightly. * Mulch with straw (70-90 lb. or one bale per 1000 CONSTRUCTION VEGETATION ENTRIWCFJEJCIT SPECIFICATION SQ. AREA * Anchor mulch by punching into the soil, watering or TREE by using netting or other measures on steep slopes. PRESERVATION . Water gently every day or two to keep soil moist. Less STOCKPILED watering is needed once grass is 2 inches tall. SOIL SCALE: 1 - =401 SODDING . PROJECT LOCATION: EXISTING CURB PROPERTY OWNER: • Spread 4 to 6 inches of topsoil. AND GUTTER ANTICIPATED STARTING DATE: * Felice and lime if needed according to soil test (or . CONTRACTOR: apply 10 lb. / 1000 sq. ft. of 10 -10-10 fertilizer). ANTICIPATED COMPLETION DATE: PREPARED BY: DATE: a Lightly water the soil. * Lay sod. Tamp or roll lightly. • On slopes, lay sod starting at the bottom and work toward the top, overlapping like shingles on a roof. Peg 1 each piece down in several places. • Initial watering should wet soil 6 inches deep (or until i water stands 1 inch deep in a straight -sided container). Then water lightly every day or two to keep soil moist. but not saturated for 2 weeks. 0 o If construction is completed after September 15, final seeding or sodding may be delayed. Temporary seed (such as rye or winter wheat) may be planted until October 15. Mulch or matting may be applied after. October 15, if weather permits. Straw bale or silt fences must be main- i tamed until final seeding or sodding is completed in spring (by June 1). , ��• ` "• Wier states Pro ect• • �,: autions Consider public safety when using inlet barriers. These barriers create ponding and mud deposits on streets. Frequent maintenance is essential. Alter every storm, remove sediment deposits and repair . barriers. Repairs may be needed several times a day during major storms. locks on their Figure 6 —Curb Inlet Block Curb Inlet 1. Place concrete b and Gravel Barrier sides around inlet. Block & Gravel Cud) 2. Put a 2" x 4" wood stud through _ Barrier outer holes of side blocks to p support front row of blocks. 3. Put wire mesh with half inch openings on outside of blocks. Wire mesh -�— - Cover mesh mesh with filter fabric & rater fabric Grail later concrete block extending fabric 12 inches onto Runoff pavement. waterwith Overflow Fitteredwater sediment 4. Pile 1 to 3 inch washed gravel on '• _� a � fabric to top of blocks. t Sediment Note: Allows overflow to prevent Wire mesh 2"x 4• curb inlet excess ponding. a rater fabric WOW sid �r0C1 Inlet 1. Place concrete blocks on their Figure 7 —Drop Inlet Block Drop sides around inlet. Adjust height of and Gravel Barrier Block & Gravel barrier by stacking rows of various Wire mesh concrete block J sizes of block. a finer fabric _ r y Barrier - y 2. Put wire mesh with half inch = _ openings on outside of blocks. Cover mesh with filter fabric , extending fabric 12 inches onto _ • _ :_ _ _ _ pavement. Gravel rater 3. Pile 1 t0 3 inch washed gravel Runoff Wire mesh 3 filter fabric ,� , overtbw mered water Note: Allows overflow only when water on fabric to top of blocks. a ; A - M -- DmP � a. reaches top of blocks. Adjust height to prevent traffic hazards or damage to inlet structures. sediment with grate Drop I 1. Build a frame of 2" x 4" wood Figure 8 --Drop Inlet Filter around inlet. Drive stakes into Fabric Barrier Filter Fabric ground at least 12 inches. �r x 4• wood frame Barrier 2. Dig an 8 inch deep trench — -- -T outside frame. ����� 3. Attach wire mesh to frame 12• minimum extending mesh 2 inches into t 1 trench. 4. Attach filter fabric to frame w ue mesh 3 filter fabric extending fabric at least 8 inches - _ — �o ve rti v ends into trench. Overlap joint to next of tabric stake. S between Note: Allows overflow only when water 2 stakes reaches top of frame. Adjust height to 5. Backfill and compact soil in trench. prevent traffic hazards or damage to structures. >�� ^ :.. co i ecl E os o Co trots WE Straw Bale Figure 2 —How to Install a Straw Bale Fence 1. Excavate a 4" deep trench. 2. Place bales in trench with bind- Fences ings around sides away from the r„s ground. Leave no gaps between Figure 1 —Cross Section " tr bales. of Straw Bale Installation low i� ale Width Staked and Entrenched Binding Wire St raw Balle soil to 3. Anchor bales using two steel re- or Twine prevent Piping bars or 2" x 2" wood stakes per - Filtered � I� Sediment laden bale. Drive stakes into the ground 4. Backfill and compact the RunoffI 'I I I I Runoff at least 8". excavated Soil. Il 4 A I Source: Michigan Soil Erosion and Sedimentation Control Guidebook 1975. Silt Fences Figure 4 —How to Install a Silt Fence 1. Excavate a 4" x 4" trench along 2. Stake the silt fence on downsiope Figure 3 — Cross Sections the contour. side of trench. Extend 8" of g fabric into the trench. of Trenches for Silt Fences Filter Fabric i a "U III Flow Fiow Jr y� 3. When joints are necessary, over- i4ke = lap ends forthe distance between 4. Bacidll and compact the two stakes. excavated Soil. Filter Fabric _o_ Source: North Carolina Erosion and Sediment Control Planning and Design Flow Flow Manual, 1988. Gravel Entrance 1 • Install as soon as possible after Figure 5 —How to Install a Gravel Entranc start of grading. � O 2. Use 2 to 3 inch aggregate stone. Hard Surface road so or distance 3. Drive must be at least 7 feet wide to foundation and 50 feet long or the distance to the foundation, whichever is less. 6" minimum / depth 4. Replace as needed to maintain 6 inch depth. • ST CROIX CQUN1'Y AG E EM r R SEPTFC TANK AND FORM OWNERSHIP C.'BR'T`EICATIQ /Buyer Mailing Address W to 6 I - S W 5 v 2 /SI U V ptprty Address f new Construction) (V required from Planning Department City/State Parcel Identification Number � W, Town of tL� vv r\Yt- �- i--►'� !'1 � L, property Location Q 1 /' I 1 /4, N 1 /4, Sec. T - N R.. - Lot # Subdivision Volume Page # Certified Survey Map # ..� . Volume -12E-L_--� Page # _�., ----- Warranty Deed #3 ' 23 - Spec house QyesCln Lot lines identifiable t�yes C] no carw,r M ArnITEN failure to handle wastes• Proper maintenance Improper use md zmpratenancxof your s�tic system could result in its 1 . what you years or sow', if nooded by '� the �m ��� out th s�tic tank every three in the waste can affed the fiuwdm of the optic twak as a trmunwa stage aPosd s t a �ification form, signed by the owner and d a Tim Peope rty owner ag�roes to submit to St. Croix Zoning D . f(1� dra esrslb� vvasGaarata dismal systers' gyp ' �ci ctedphmber or a licensed �� the >�c tank is less than 1/3 fall of sludge. is aerating option any" (2) after won and pum�mS C R'�' with the standards is arrd agrm to maintain the private sewage dim th Certification �d have rand the above n of IZatural Rests, State of Wisconsin• 30 retuawd .d �,, berein, as set by the D of eromnnerac and teas the St. Croix county Zoning office within has been maintained must be comp ,cog tbat '�" c system days of the three year =0ra tier date- DATE E OF APPLICANT UWNER CEuTIFiCAQN oar imowledge. I (we) am (are) the owner(s) o' Ibis I (we) certify that all statements on warr deed recorded in Register Deeds Office. the p desmUd above, by virtue of a ty ftti DATE SIC3tMj OF APPI -ru-•I Any information that is xrm represented may result in the smumy P t being revoked by the Zoning DePaTtInCn •+tlf4M licatlow a stamped warranty deed from the m of Deeds office .s Include with this app a co of the certified survey ma if of of is made in the wanauty deed I .1 - DOCUMENT NO, STATE BAR OF WISCONSIN FORM 1 -1982 THIS SPACE RE5EkVED FOR RECORDING DATA WARRANTY TY DEED OFFICE This Deed, made between ------ RLidoaph-Praus-e,--.a..aiz-izle man --- - -- -- -------------- -----_-------------- ----------------------- ---------------------------------- ------------------------------------- --------------------- 16th ------------------------ - - - - -• --................... ........................................ , Grantor, Ap 8 and --- Roger. -Van _ Reek. -and- Eandy__Van..Beek_, - - husband.. and - wi-fe- of 8: 30 A ---------- --------------------------------------- ----------------------- -------------------------------- ------------------------ ... M ---------------------------------------------------------------------------------------- , Grantee, Reabow of Dods Do Witnesseth, That the said Grantor, for a valuable consideration -Orle .. 0_tb-eP .. 9QQ.d - B-ad - _ValUab le- -C.OrZ.idera LiQn conveys to Grantee the following described real estate in ..3_t.__.Cro1x ... ------ RETURN TO County, State of Wisconsin: The West Half (W 1/2) of the Northeast Quarter (NE 1/4) of Section Four (4) Township Twenty-eight (28) North, Tax Parcel No: ----------------------------------- Range Eighteen (18) West. :1J. This ----------- iS. ............. homestead property. (is) (is not) Together with all and singular the hereditaments and appurtenances thereunto belonging; And ---------------- gran-tor--herein ------------------------------------ --- --------------------------------------------------------------------- warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions, covenants and conveyances for highway purposes. and will warrant and defend the same. Dated . ----------------- --- ----------------------- day of ------------ April ----- ---------------------------------------- 1 1 984. 7 ----------- ------ --------------------------- ...................... (SEAL) / _/ ---------------------------------- ... (SEAL) -------- ---------------------- ------------ ----------- - - - - -- - - -- Rudolph- _raus_e --------- --------------- -------- ---------- ------- --- ---- ------- ---- ---- ---- -••- -- -- ... (SEAL) -------- ------ ..•.............. ..................... (SEAL) ------------ ---------- --------------- _ ------------------ ------------_----------- .............................. AUTHENTICATION ACKNOWLEDGMENT Signature(s) __Qf__Budc_1ph_1 ........................ STATE OF WISCONSIN ---------------- ;�' --------------------------------------------------------------- ss. County. --------------------- ------ authe ated this 19 ... 8! ........ -- ---- Personally came before me this ._._._...___.___ of ------ --- -------------- ------------- ------- 19 ........ the above named ------- .... .....................•.........•............ ---------- -------------- ....... ------------------------------------------ ------------- ------------------------------------------------------------------- TITLE: MEMBER STATE BAR OF WISCONSIN (If not, . ........................................................... authorized by § 706.06, Wis. Stats.) to me known to be the person ............. who executed the foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Edwar.d-.F-.-V.Ia�ck-- --Da-v.i.acn-L.-Vlac.k ............. _---"--------------------- ------ ----------------- -• - - - ---------------------- Ri River Falls, Wisconsin 54022 --- --------------- --------------------------- ------------------------------ ver ------------------- ............................. ------_---_------------ Notary Public .... : ------------------------------------- County, Wis. (Signatures may be authenticated or acknowledged. Both My Commission is permanent. (If not, state expiration are not necessary.) date: --------------------------------------------------------- 19_.....__. *Narnes of Persons signing in any capacity should be typed or printed below their Signatures. WARRANTY DEED STATE BAR OF WISCONSIN Wisconsin Legal Blank Co. Inc- FORM No. 1-1982 Milwaukee, Wis. N LL 0 WI r Ir 0 tj O W Z� N CI) N 10 it cn �. 00 o X5 5 3,,t7 L,LOo LON T 17 L c 5t"L5 L, ................ 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