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022-1059-60-170
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety acid Building Division I sanitary Permit No INSPECTION REPORT 488287 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Murphy, Colin — I Kinnickinnic, Town of 022 - 1059 -60 -170 CST BM Elev: Insp. BM Elev: BM Dn: Section /Town /Range /Map No: q �J • S�J yy\ 0' Z 21.28.18.324A17 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER ' CAPACITY STATION BS HI FS ELEV. 4,5 7. 87 /671 A- 5 • $ Septic � �„Q /b00 G� Benchmark U r_ BestNg J Alt. BM C 7 /6Z • - 6 �P Aeration Bldg. Sewer q 3a' o I, - a �t / • QZ' 7, Z Holding St/Ht Inlet I Z I (p /J• TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / / ! / Dt Bottom Ab Dosing > J � � } ' ' 1 � Header /Man. Aeration J Dist. Pipe /oz.toz Holding Bot. System 5.5 16/, 55 Final Grade PUMP /SIPHON INFORMATION c� Q' 3• `� /d Manufacturer / O Demand St Cover 6) GPM L� lbZ • `d �p Model Number T ' ✓ l4, s sz . ss TDH Lift Friction Loss System Head TD i b Ft / I /��` OS /D /, cJ e iZ �S Forcemain Length Dia. w Dist. to Well *2 A66 . S ✓( Soy' �a yL • ZS 146 Z SOIL ABSORPTION SYSTEM 13EDITRENCH Width Length ! No. Of Trenches PIT DIMENSIONS No Of Pits Inside Dia Liquid Depth DIMENSIONS 3 e 6 C SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer �,/ INFORMATION CHAMBER OR P � Type Of System: 2 1 y r I Z D ' r ' >' 35 ' UNIT Model Number, C e�Oe� � i o�nc9} DISTRIBUTION SYSTEM c (p0 d Z6 Header /Manifold i/ Distribution x Hole Size x Hole Spacing Vent to Air Inta(kee Pipes) 3 r� P!. •—� Length 1Z_ Dia Length \ 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 Z. Bed/Trench Center Bed /Trench Edges \ Topsoil \ \Yes No Yes 7N, COMMENTS: (Include code discrepencies, persons p resent, etc.) Inspection #1: / / spection #2:_ 11 ! 0 Ce Location: 1193 Short Drive Unknown SE 1/4 NE 1/4 21 T28N R18W) NA Lot 3 Parcel No: 21.28.18.324A17 1.) Alt BM Description = 5�5 +6 vim. . 14 5 I 2.) Bldg sewer length = r �� 5,,,� e�euco•l - amount of cover 8 3 q Plan revision Required? Yes No ' II / Or - ��37 Use other side for additional information. ( v' Date Insepcto Siynat - ' =I' SBD -6710 (R.3/97) Safety and Buildings Division ty 201 W. Washington Ave., P.O. Bo 162' C i Sc0 /t sI n Madison, WI 5370 62 Sa ' Permit Numbe Co.) Department of Commerce (608) 266 -315 r to fil in Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide may be used for secondary purposes Privacy Law s1 e D Project. Address (if different than mailing address) I. Application Information - se ' t All Informatio V G Property Owner's Name , / /� J P rcel # Lot # Block # C D L r�J �(/�I�� TY ��� s�� ZO !/ Property Owner's Mail' Q�ddress Property Location 6 1 & () 6 / z City, State Zip CCo{dde Phone Nu�Jmber / C� �• ` - 1 4, Section ( L T N; R�E ok�lY II. Type of Building (check all that apply) y ®1 or2 Family Dwelling - Number ofBedrooms mart ►e CSM Number ❑ Public /Commercial - Describe Use �- 2 O e ❑ State Owned - Describe Use ❑City_ ❑Village klTo wnship of 1 Al(ld C III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. m KNew System New _, E) Replacement System ❑ Treatment/Holding Tank Replacement Only El Other Modification to Existing System B- ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiratibn Plumber Owner IV. Type of POWTS System: Check all that a 1 ! T ® Non - Pressurized In - Groun ❑ Mound > in. of suitable soil El Mound < 24 in. of suitable soil ❑ At -Grade El Single Pass Sand Filter El structed Wetland El Pressurized In G and El Holding Tank El Peat Filter El Aerobic Treatment Unit ❑Recirculating Sand Fil ❑ Recirculating Synthetic Media Filter Leaching ber Drip i e P Other (Wl#in V. Dispersal/Treatment Area Information: K Design Flow (gpd) Design Soil Application Rate( dsf) Dispersal Area Required (s Dispersal Area Proposed (so System leva U v. s- Ob V1. Tank Info Capacity in Total Number Manufacturer Yrefab Site Steel - Fiber Plastic Z3 Gallons Gallons of Units o to Constructed Glass New Existing Tanks Tanks Septic or Holding Tank / /r I►A ��i7N� Aerobic Treatment Unit f VV 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' Signature MPR�S- Number Business Phone Number in AA�h1 Z26f97 ��=z73 PI n er' Address (Street, City, State, Zip Code VIII. C nt y /De artment Use Onl "proved Q Disapproved Sanitary Permit Fe 7 , , / 60 , udes Groundwater Date Issued ssuing Agent ign re o a ps) Surcharge Fee) ev El Owner Given Reason for D enial ° IX. Conditions of Approval /Reasons for Disapproval VV / C k' � Co`t // .i111 L ,,S Y STEM OWNER ` try . eptic tank, effluent filter and /� ` dispersal cell must all be serviced / maintained �I, "�-e_�' t'` as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD -6398 (R. 01/03) /V fU i u Of oy 4s� I -AL� L L � L u g AA PSGfif X02 -i 3 • � Z o3 D 19 5d P� /ID o` f� � n CB D ix C OUNTY PLANNING &. ZONING EROSION & SEDIMENT CONTROL PLAN 4 Site location: 1193Short Drive, Lot 3 CSM #642200, Town of Kinnickinnic Owner(s): Colin Murphy Parcel ID # 11.28.18.324A17 a �{ Code Adminis 715 -386 - 4680', 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." In Land Informatio addition, Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit Planning f:' applicant and/or landowner to follow erosion control procedures and maintain them until 715 386 -4674 the site has been stabilized (Uniform Dwelling Code Comm 21 is available on -line at: _. www. commerce. state. wi .us /SB /SB- DivCodesListing.htmi) Real Property 715- 386 -4677 The Owner of the above parcel is responsible for notification of all contractors performing construction activities on this site that an Erosion & Sediment Control Plan is in effect and the Recycling pr, following activities will be required in order to maintain compliance with the plan: 715 -386 -4fr 5 1. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. The primary 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 installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. Surface , drainage is northerly, with construction planned >500 feet from the flood plain mapped on lot 2 of the Certified Survey Map shown. 2. Install construction entrance before any excavation begins!! Construction equipment and z vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that require access to the property during construction. Avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 3. Do not allow diverted runoff to be directed onto neighboring property or into surface water conveyances. Contain runoff by installing temporary diversions graded ALONG CONTOUR between construction areas and any potential receiving waters (includes drainage ditches and } retention basins). Temporary Diversions specification sheet is available from county. 4. If sediment cannot be contained on owner's property with temporary diversions and vegetative buffers, then installation of approved sediment control products (straw wattles, silt fence, and/or erosion control matting) will be required. The POWTS inspector and/or building inspector will evaluate ESC plan effectiveness and make recommendations to owner for any action required to comply with applicable regulations. ST. CRolx COUNTY GOVERNMENT CENTER 110 1 CARMICHAEL ROAD HUDSON, W1 54016 715- 386 -4686 FAA PZC° SAINT- CROIX. W1. US W W W . CO. SAI NT -C ROI X, W I . U S Page Two — ESC Plan Acknowledgement Form 5. Stabi ze exposed soils (septic system included) with seed and mulch immediately after installation - do not wait - r final stabilization and/or landscaping of entire site to establish permanent cover on the site. When late - seas weather conditions will not permit seed germination, a heavy straw mulch cover will prevent erosion until vegettapn can be established. Erosion control matting can be applied any time of year and, if installed properly, will pro a protection even if seed germination is delayed. The owner rd during site construction will be responsible for compliance with state and county code requiremen ecified in this Erosion & Sediment Control Plan. Please feel free to contact me with questions re ardin er & sediment control product installation. g g p PLAN P D BY: P Q iJIN N, CPESC #1622 WI SOIL EROSION INSPECTOR #665054 Alf Owner ackrlwled ement of ESC Plan requirements: _/_/2006 (Please, and return original ESC form to Planning & Zoning Dept. A copy is attached to the owner's permit and Mi t' ance agreement, w �i hich is given to the lumber at time f o permit issuance. 4 ,� ; . g P P ) opies provided for excavation contractor, plumber, and town building inspector �5 ST. CROIX COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD, HUDSON, WI 54016 715 - 386 -4686 FAA PZC°CO.SAINT- CROIX.WI.US WWW.CO.SAINT- CROIX.WI.US 1,64- rr t- /V l� - C ID (, l ^/ lilt CL �- �z 6 o ILL i g AA P V� flpf 3s L t03 o° 0 SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer Mailing Address 2 C S�o� -� przt vLc Property Address Z" (Verification required from Planning & Zoning Department for new construction.) City /State 4c �VM 4/1 Parcel Identification Number (�. � � -" �b 5 ©� l �' LEGAL DESCRIPTION o 3a qA I I S� '/4 11 ? '/ , , Sec. 1 , T N R�W, Town of Property Location , Subdivision , Lot # 3 . ( Certified Survey Map # ,y2 Zr ,Volume P� , Page # Warranty Deed # 93L? Volume , Page # Spec house yes Lot lines identifiable ye no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my /our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms J O P ICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of Z FILE INFORMATION SYSTEM SPECIFICATIONS Owner (A.) Septic Tank Capacity 4 2= al ❑ NA Permit # I Septic Tank Manufacturer ` ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms 3 ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity al ❑ NA Estimated flow (average) al /da Pump Tank Manufacturer u, j ❑ NA Design flow (peak), (Estimated x 1.5) g al/day Pump Manufacturer �t,t l_1� ❑ NA Soil Application Rate S al /da /ft2 Pump Model 13 NA Standard Influent /Effluent Quality Monthly average* Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) O NA Biochemical Oxygen Demand (BOD.) 530 mg /L JR In- Ground (gravity) ❑ In - Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) 510" cfu /100m1 ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: GG� Y �i� ❑ NA Other. [3 NA Other: �� ❑ NA * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 3 ❑ months) (Maximum 3 years) ❑ NA El year(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y,) of tank volume ❑ NA Inspect dispersal cell [3 month(s) (Maximum 3 years) ❑ NA s) At least once every: ® year(s) Clean effluent filter At least once every: 13 m s) ® ye s ❑ NA Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ NA 8 year(s) Flush laterals and ressure test At least once eve CI month(s) ❑ NA p every: , M year(s) Other: At least once every: ❑ month(s) ❑ NA ❑ year(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components,, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) Page 1?1 of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the call(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed., • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLA If the POWTS s and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement stem: suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the Infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < < WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name n c- 2 C L S OA/ Name Phone — Z 7 3 — 11�e Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name C d l 20 —'j,�✓ Phone Phone 31 This document was drafted in compliance with chapter Comm 83.22(21(b)(1)(dM(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. c ( 1"J fa C.et Pay COMBINATION SEPTIC/DOSE CHAMBER TANK & PUMP SPECIFICATIONS PER COMM 84.25 CODE CHANGES 2/1/2004 Access Opening, not top of cover, Access Opening, not top of coyer, must extend to a point no greater must eidend at least than 6" Below Finished Grade 4" Above Finished G ade . /1�_ �,•. Cover with WZA?N EII' • OOF V wr � f 0 T n�ctaw Lockin Device b� '89t' A?Pe�D CAP (typualy Finished Grade r 3 u i Lid //l;� �E1Nl= Min. Z3" 30 PT- >42 , Access Opening i O Lf�'� 1 p, Min. 23" Access Opening i Z "low )r?W ec/hAi Oulet Effluent Filter y Union �FPRe?VE� P/P� 3 M Inlet Baffle it?/rt ON`1a .SOS - /D SOiC_ i � •j Pu p 3 ",Sand ar rave Udd , n 9 under7iAnT _w1A f'2h 2.. /suer SLfi ' 7 ex (4 Two ComparFment SepticlPumpTank � av��� on ovVs�a�e SPECIFICATIONS TANK MFR: ��� DOSES PER DAY: TANK SIZE: SEPTIC Ab _ ev GAL. DOSE VOLUME: Z- GAL. DOSE GAL. (INCLUDES FLOWBACK & <20% OF DWF) ALARM MFR: 'f �+ - N�z � � CAPACITIES: A =Z L� INCHES = � ' 2- GAL. MODEL # /`0 / Z Switch type: - B = — 2 — INCHES = / GAL. PUMP MFR: 6 u C = to INCHES = _ GAL. MODEL M P E SWITCH TYPE: D = INCHES = GAL. REQUIRED DISCHARGE RATE GPM PUMP & ALARM WIRING PER COMM 83.43(8)(e) VERTICAL DIFFERENCE BETWEEN PUMP OFF & DISTRIBUTION PIPE (LIFT) = _�� S_FT. MINIMUM NETWORK SUPPLY PRESSURE (DISTAL & NETWORK PRESSURE) = + FT. 07) FT. OF FORCEMAIN x FT. /100 FT. FRICTION FACTOR ...... _ + FT. TOTAL DYNAMIC HEAD (TDH) _ . P FT. INTERNAL TANK DIMENSIONS: LENGTH ; WIDTH ; LIQUID DEPTH MP/MPRS SIGNATURE: LICENSE NUMBER: z 7 I APR -12 -2005 16:28 FERGUSON ENT HUDSON 715 386 6144 P.01 RGOULDS PUMPS Submersible (S LrI P Effluent Pump NUT I PE 1 U+, 4kygff wMP m� SPECIFICATIONS MOTOR FEATURES Pump — General; General: ■Corrosion resistant •Discharge:1'A" NPT • Single phase construction. • Temperature: 104 °F (40°C) • 60 Hertz ■ Cast iron body. maximum, continuous when • 115 and 230 volts ■ Thermoplastic impeller and fully submerged. • Built-in thermal overload pro- cover. • Solids handling: 1 12" tection with automatic reset, ■ Upper sleeve and lower maximum sphere. • Class B insulation. heavy duty ball bearing APPLICATIONS • Automatic models include a • Oil - filled design. construction. float switch. • High strength Carbon steel ■ Motor is permanently Specially designed for the • Manual models available, shaft. lubricated for extended following uses: • Pumping range: see PE31 Motor service life. • Mound Systems performance chart or curve, • _33 HP, 3000 RPM ■ Powered for continuous • Effluent/Dosing Systems PE31 Pump: • 115 volts operation, • Low Pressure Pipe Systems • Maximum capacity: 53 GPM • Shaded pole design ■ All ratings are within the • Basement Draining • Maximum head: 25' TDH PE41 Motor working limits of the motor. �� .. • Heavy Duty Sump/ PE41 Pump: • .40 HP 3400 RPM ■ Quick disconnect power Dewatering • Maximum capacity: 61 GPM • 115 and 230 volts cord, 20' standard length, • Maximum head: 29' TDH • PSC design heavy 230 SoTW wit PE51 Pump: PE51 Motor. plug Maximum capacity. 70 GPM .50 HP, 3400 RPM ■ Complete unit is heavy duty, • Maximum head: 37 TDH 115 and 230 volts portable and compact. METERS FEET • PSC design ■ Mechanical seal is carbon, 40 __ ceramic, BUNA and stainless PE5i1 I I I ' I I : -' ° I I MODEIS: nil, PE4" PE51 steel, 35 I HP:.33, .ao, . SO ■ Stainless steel fasteners. 10 30 •? I I i 2 GPM .I j I i C I I AGENCY LISTINGS 1 I 1 Fr i 25 �ck0 zo Tested to UL 778 and CSA 222108 Standards 9y Ca►>ad%n Standards Assodapen 10 ~" I ' „L I I I i i • j - � Goulds Pumps is ISO 9001 Regiswed. 1 11 i ,I i C 5 �. O L 0' ! ill j 0 10 20 "� 30 40 50 60 70 GPM 80 0 5 1 0 15 m Goulds Pumps ® 2004 ITT Water Technology, Inc. CAPACITY SPES1 /41 2004 <& ITT InduSt i �� ��� 7�z ff Ck 4 7w /� STANDARD CHAMBER 52" Quick4 Standard Chamber 46" (EFFECTIVE LENGTH) 3rs e All 34" SIDE VIEW 6 SECTION VIEW C ce- MultiFfort End Cap P 0 16" 12" 34" SIDE VIEW TOP VIEW FRONT VIEW W �'��'47 r � F *'�P. : a,. IS 'v'Yi,K k,� ttlu F a4 + 4 a vr� �x u A 4t' ✓ �,z ,d NEW , t 7� d `� S ,�Y � r �` r u -^ • ma y. " INFILTRATOR SYSTEMS. INC. STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, end plate, wedge and other accessory manufactured by Infiltrator ( "Units'1, when installed and operated in a leachfield of an onsfte septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is Issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (1 5) - • - days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT SYSTEMS INC TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c) This Limited Warranty shall be void N any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of Environmental Onsite Wastewater Solutions" production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the 6 Business Park Road • P.O. Box 768 minimum ground covers set forth in the installation Instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or Old Saybrook, CT 06475 my other avant not caused by Infiltrator This Limited Warranty shall be vold it the Holder fails to comply with at of the terms set forth In this limited 860- 577 -7000 •FAX 860 - 577 -7001 Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or ship- 800-221-4436 merit, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to charge or extend this Limited Warranty. No warranty applies to any party other than the origi- nal Holder. The above represents the Standard Limited Warranty offered by Infiltrator A limited number of states and counties have different warranty require- ments. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer and SideWinder are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. Contour, Contour Swivel Connection, MicroLeaching, PolyTuff, SnapLock, ChamberSpacer, Posil-ock, QuickCut, QuickPlay RECYCLEDPAPER and Quick4 are trademarks of Infiltrator Systems Inc. 0 2003 Infiltrator Systems Inc. Printed in U.S.A. \0011203HP -0 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of ` Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code' s Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County 00i X Include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D, , p Z Z - /O S9 • O/ • p p percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. wed Date e Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ,-S1-Q b :^ Property Ow _ •DE Ahh�Et�t J3,pUG�" Property Location p,,� e� y ♦ �' p •..I� y y Govt. Lot SIV 1/4 /V�1/4 S �.� TZ8 N R /8 .&(or) W Property Owner's Mailing Address v c N • Lot # Block # Subd. Name or CSM# ;1 ' C�i4'�(r MVRPI+Y T 7 3 p,6A;D ;��T CsM t 1 City State Zip Code Phone Number ❑ City ❑ Village K Town Nearest Road R i V��2..�•4l /S GU /. s'y0 zZ (7 /�) y2.S •(viJ /<i AW i c ,ei.vv i•c �J�• �iu'12 a . [� New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate d " a•D GPD u' ❑ Replacement ❑ Public or commercial - Describe: Parent material -5 Flood Plain elevation if applicable ft. General commen s /mE recd dations: f/'� S L�'E` , d -� /Fib ,4TH" Sv t'YooD P/�iiv s s � ' • Borin 9 # Zoo , � Pit Ground surface elev. ' • ft. Depth to limiting factor > 7 � in. Soil Application Rate, Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' L fsbe es z-F !r z/ Z • 74 /o he 3/ s � ,i 3 A •z& 2•-sVk y/ /o y S1 s • �;� . 7 /• Z 7 09 9 f'" S D • s �'s $ I lAL l: Boring # ❑ Boring O to Pit Ground surface elev. I ft. Depth to limiting factor / �`'r 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 o • 9 /o Yk z/ L /fsd fR cs 2- 2- if Cs — . 641 o We s D. Q 1•.Z. !r �•sYn V& 0 5 Effluent #1 = BOD > 30 < 220 mg/L and TSS >3 < 150 mg/L ' Effluent #2 = 8 _ and TSS < 30 mg/L CST Name (Please Print) _ S gn CST Number R061awT �� ic111 Address Dale Evaluation Conducted Telephone Number sates 5�r z9• ate 71S • 386 • 8185 P(ivste Sewage Consu a r r 855 O'Neil Rd. / Wis. $4016 Hudson, �r RED\) 'A r a� GCaIiN GFiL'E ; � � t,�►ir +UCH' ,, \1 � ' ` � s ti r a� Property Owner Parcel ID # �ZZ • ` , / Page Of F3-1 Boring # ❑ Boring 10.15 y Pit Ground surface elev. ft. Depth to limiting factor CO in. i Soil Application Rat Horizon Depth Dominanf Color Redok Description Texture Structure ' Consistence Bo6ndary Roots " GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 a ✓4 yR S/(- /fs iw► f'oe �v . " �'`. • ? .3 yR 31 Si / Shy /M 7'Y It S /6D = 3 16 Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor �CJ in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 . 0 10 io YA z/2- L / 2 z- /o % io Y)e 3 L y ❑ Boring ❑Boring # Pit Ground surface elev. f v ` ft. 3 'Depth to limiting factor in. t ❑ toll lion Rate Horizon Depth Dominant Color Redox Descnption exture Structure Consistence Boundary Roots GPD/ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eftl11 'Eff#2 „ 7—T a ' Effluent #1 = BO s > 30 < 220 mg /L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and tS$ 0 mglC The Department of Commerce is an equal opportunity service provider and employer. If you'need assistance to t>ccic� hervices or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 h�77 } s _ Sao , 0 1 Y J ' No �o T A o o -o O � � � I IZ ,. It kA y • �Cy 1 q I � I " � I oaW3 c •� Ca C FLED 0'mW �- APR 0 5 2001 ► 3 N = ° x ftialer of Deaft a H SL Croix Co. W1 N w�� S M :*z g �o -r v� c� '- cS Q W 1-• Certlffed SUrVey NIA' NE COR. S£C. J/, rJJN, a W, Q � l fBfRNTSEN N4 /L Fol"10 TQ°OFP /P£ ELEV. 049.QY Judith Bruce &NPR TTY t4NDS r NOR RIVER ROAD Part of the Southeast 114 Of the so/•2r /J•'E JJ3p. o/ e Northeast 114 and the Southwest 1/4 _� Jo. oo r ,•b • g Noo•43.34••w4JJ.pJ•� of the Northeast 114 of Section 21, 1 d « E Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin. Jilt OWNER'S ADDRESS.' v� �j� ;jr Z IV CIO CRA/S NURPNY JJJ N/GNWAY G3 NORYN -•'• � � �0 / ti RI YER FALL S. W/d40JJ W O ► O pl LEGEND. U j W 2 O /NO /C4 YES /'•X£4 •'IRON P /PE W£ /GNING /. /3 I.M. L /N. /Fr. SOO• Ii•OJ'•E 30J. 00• SE r 1 a M O ti b C 2 J / APO /C4Y£S / "IRON P IPE fp F0UN0. z. : b �• ri M ti W - }- /NO /CA YES FENCE. aO O O A 3 M ♦ t" b A l W M A /NO /C.fr£S SOIL TEST . J FOR SEWER S/r£. APPROVED o Wo i 4 ST. CROIX COUNTY Planninq Zonino and Parks COMKAtee � 0 APR 0 5 2Q01 } 0 if not recorded within 30 days of approval date approval shall he Q' z ^ (+ v o a null and void VVV , 4 o w 4 W ~ �I -4 1 m i SA., • 33 0 "E J33. B i %. pL1 seq.?wNGS REFERE/VCEOro YNE E/W //4 L /NE OF SEC r /ON J/, rzov, / R/JW, ASSUNEONJJ•/4 ,/ Zo V YN /S /NSnPUNENr ORAFYEO JY L4URENC£W. MURPHY A W W G � S „ DA rFD: SIPrENJER /I, 1000 •` Z W "Revised this 11th lay of Dacembpx, 2000." ` N ti W 2 N m O q a y r A N W It M o V h N H 1 C g 0 �1, & y a W ~��•�''.� ' y ° 1 i FMS„ �r� J34.J0' 30 .00' • u 2 -9' NO/• 33' 01'•W J34.I0' ^ �e /h+�nn f/NPL A r T EO L A ND S 3 SHEET /OF3 io Vol.15 Page 4062 Certified Survey Map Judith Brace Part of the Southeast 114 of the Northeast 114 and the Southwest 114 of the Northeast 114 of Section 21, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin. CURVE DA TA cuRvr cmooro 6F4R/NG c.Yovo D/Sr. I ARC O /Sr. I cENrmaL gNGLE NAO /US /Sr TAN. BEAR /NO 2ND TAN, sFg0P/N6 / -2 S33.4f'3t.3 "W 66.72• 6 /.6?' I 1 60.00• 1 566- 56 S!l 36 "W 1 -6 N31 •/2'27. ? "W 134 -46' 342. So 243- 56'/7•• 80.00• Sl2- 38•!4 "W NBI.36 "6 2 -5 srs•/i•si. "W /3 /.6 /• /34. ?!' 47.4/'" 60.00• S2l- 36•!4 "W N46- X0 "W 3- N! /• /O' /!. 3'•W 66.0 ?' 70.20 ?0.247'!?" 60.00' N46- 20 N04- 00 "F 4 -? Nl6• /3 "F 68.2?• 30.30'00" 60.00' N04- 00'00" N04 '50'00", ? -6 N7 /•33'4-0.3"6 46.93• 47.63' 34.06 60.00' N34.50 "6 NSo -SO 1 41 "6 Owner's Certificate As owner, I hereby certify that / caused the land described on this Certified Survey Map to be surveyed, divided, mapped and dedicated as represented on this Certified Survey Map. Witness the hand seat of said owner this rh" 2000 �� 0 � L- � I-L- Craig P urphy pbel Repre of Judith Bruce) State of WISgW' b d me this 4-1 day of WA {-1- 2004 the above named persons to me b� .. rsons who executed the foregoing instrument and acknowledged the same. S ` r U4 aE�c /<L- c ry Public, O @aunty; Wisconsin. I kIvinmission expires I 'S - This map is hereby approved and accepted by the Town Board of Kinnickinnic S�-O.� co Cart*Hoopmen Town Clene Dated: LAUI � W. MU This instrument drafted by Laurence W. Murphy U Dated: September 18, 2000 YI d "Revised this filth day of December, 2000." LAtiQ SHEET 2 OF 3 Vol. 15 Page 4062 r . r Certified Survey Map Judith Bruce Part of the Southeast 114 of the Northeast 114 and the Southwest 114 of the Northeast 114 of Section 21, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin. Description: That certain parcel of land located in the Southeast 114 of the Northeast 114 and the Southwest 114 of the Northeast 114 of Section 21, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin, more fully described as follows, Commencing at the East 114 comer of said Section 21, the POINT OF BEGINNING, of the parcel to be herein described, • thence N 89 (assumed bearing on the EastlWest 114 line of said Section 21), a distance of 2012.69. thence N 01 ° 33'04 "W 534.80° thence N 45 234.94' thence N 81 ° 15'46 "E 757.1 D° thence S 89 73.94, thence N 67 "E 48.92` thence N 80'06'11 E 480.40;• thence S 00 ° 16'06 E 352.00; thence S 57 E 225.06; thence Easterly on a curve concave to the South, having a radius of 80.00; whose chord bears N 71 ° 3320.5 "E a distance of 46.93, thence N 8836'41"E 270.00; thence S 01"23'19"E 490.00' on the East fine of the Northeast 114 of said Section 21, to the POINT OF BEG INNING, containing 33.203 acres or 1,446,328 square feet, being subject to easements of record. Note: Each parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the appropriate Town Board for advice. This instrument drafted by Laurence W. Murphy Dated September 18, 2000 - Aevissd this 11th day of Aeoaber, 2000.•• State of Wisconsin) County of Pierce) 1, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owner, Judith Bruce, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236,34 of the Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. Surveyor`s Notes: The shown flood contour on Lot 2 has a n wge from approximately 926 feet on the West end of the lot to approximately 928 feet on the East end of the lot. The St. Croix County Zoning Ofte shouts be contacted once a building site has been chosen to determine the exact flood elevation to use for that particular bufidfng site. An erosion control plan will be required by the St. Croix County Zoning Office prior to any constriction on this sfte. GoNa W. 713 . FK18 WI LAtA SWEET 3' OF3 Vol.15 Page 4062 Parcel #: 022 - 1059 -60 -170 07/25/2006 03:25 PM PAGE 1 OF 1 Alt. Parcel #: 21.28.18.324A17 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 JUDITH BRUCE DELAHUERTA O - DELAHUERTA, JUDITH BRUCE 311 GREENWICH ST 3D NEW YORK NY 10013 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 7.362 Plat: 4062 -CSM 15/4062 SEC 21 T28N R18W, PT SW1 /4 OF NE1 /4 AND Block/Condo Bldg: LOT 3 SE1 /4 OF NE1 /4 BEING LOT 3 CSM 15/4062 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 21- 28N -18W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 2006 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 7.362 80,000 0 80,000 NO Totals for 2006: General Property 7.362 80,000 0 80,000 Woodland 0.000 0 0 Totals for 2005: General Property 7.362 80,000 0 80,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 83�vJ�� �i STATE BAR OF WISCONSIN FORM 2 - 2000 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX CO., WI This Deed, made between Judith Bruce, f/k/a Judith Bruce-De La RECEIVED FOR RECORD Huerta, a single person 07/20/2006 08:30AN WARRANTY DEED t;(EPPT 4 Grantor, and Colin P. Murphy and Melissa A. Murphy, husband and wife as survivorship marital property REG FEE: 11.00 TRANS FEE: 259.50 COPY FEE: CC FEE: PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in SL Croix County, State of Wisconsin: LOT THREE (3) OF CERTIFIED SURVEY MAP IN VOLUME FIFTEEN (15) OF CERTIFIED SURVEY MAPS, PAGE 4062, AS Recording Area DOCUMENT NUMBER 642200, FILED IN ST. CROIX COUNTY Name and Return Address REGISTER OF DEEDS OFFICE ON APRIL 5, 2001, BEING Gwen Kuchevar LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHEAST Rodli Beskar Boles & Krueger SC QUARTER (SE 1/4 OF NE 1/4) AND THE SOUTHWEST QUARTER PO Box 138 OF THE NORTHEAST QUARTER (SW 1/4 OF NE 1/4) OF SECTION River Falls, WI 54022 TWENTY ONE (21), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE EIGHTEEN (18) WEST, TOWN OF KINNICKINNNIC 0012 403- 1059- 60-170 ST. CROIX COUNTY, WISCONSIN. Parcel Identification Number (PIN) This is not homestead property. (Iii) (is not) Exceptions to warranties: covenants, easements, restrictions and rights -of -way of record. Dated this 19 day of July 2006 . * * Cra . Mur ttorney -F for Jadith Bruce AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. ST CROIX County ) authenticated this day of Personally came before me this 19 day of ' July , 2006 the above named Craig P. Murphy, Attorney -in -Fact for Judith Bruce * TITLE: MEMBER STATE BAR OF WISCONSIN t own to be the person(s) the foregoin (If not, nt and acknowled authorized by § 706.06, Wis. Stets.) THIS INSTRUMENT WAS DRAFTED BY * J CCARDLE Gwen Kuchevar of Rodli, Beskar, Boles & Krueger, S.C. Pub � , State of Wisconsin 219 North Main Street, River Falls, WI 54022 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) 2 -10 ' Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN INFO -PRO (S00)655 -2021 www.infoprofbrms.com FORM No. 2 - 2000 � 11111 it III 1 011000 00000 QA 00000 4 e 00 ® 0 m D I O 00000 13 ERE 00000 00000 00000 ] > I ° n N e O 0000® A � m m 011000 d 00000 z Z 0 ®00 ® E30 o- 00 a o a a lil I m m O 0 0 O € o a g s s NP 1 y DRAWN CONSOLIDATED LUMBER OWNS ALL RIGHTS �I� ARROW BUILDING CENTER DRAWN BY: RHETT BORNER O' RPHY - PERSONAL HOME AND COPYRIGHTS OF THIS DRAWING. ANY � DNS ,fCauokde LmWr Company �i DUPLICATIONS OF THIS DRAWING 15 ILLEGAL PRELIMINARY DATE 821.08 Q SCALE: BTS COUNTY RD. U VERIFY HEADER AND BEAM SIZES, GRADES, HUOSON, WI Sl01&T80] REV510N R1 DATE ELEVATIONS 0.EVAT ON3, ROUGH OPENINGS, FTG. SIZES. OFFICE: T15 JIBZJTI F" 7" 5800 AND ALL OTHER DIMENSIONS AND SPECS. W W W.ABGCLC.COM REVISION n DATE I Y 3 -0' p•IO' 6 , r e i e s Tp8 4 i II � " 1 b , g FX_: 2 . b r k �l . 4 q IIa� u d b b j D I # Q % i F„ I e 1 E III 4 I it 6 , dd m, Sb ,-n X § f t J h m , i b �tt g�� Z •_____ - ��i b�,, b z , W 1�r o " N i F 6 - - - - -- ------------------------------------------------ R'q• p 86RE89 WELL l0' -0 Q Ay 4 p� DRAWN �o{y� CONSOLIDATED LUMBER OWNS ALL RIGHTS ARROW BUILDING CENTER DRAWN BY: RHET BORNER MURPHY - PERSONAL HOME AND COPYRIGHTS OF TINS DRAW NG. ANY Owbn of Cones OWeLun9v COmpAny N DUPLICATIONS OF THMSDRAWINGISNLEGAL T PRELIMINARY DATE 631M GL SE 976 COUNTY RD. U VERIFY HEADER AND BEAM SIZES, GRADES, HUDSON, WI W18.7.2 REVISION 91 DATE , °1 .- 0 . FOUNDATION AND EL AL IG ROUGH OPENINGS, FT6. 81ZE5, OfFICE: 715-396 -2371 FAX: 71SdBS.BBw AND ALL OTHER DIMENSIONS AND 8PEC8. VAVW.ABC- .G REVISION R DATE: i r r J a' x a' u'o' »+• ] 8' b�' O'a' Yi' e3• T-d• RA uurt ]-B 1 8 � I I = I I 03 I A d d ? T g / ;E - ENGINEERED ROOF TRD55E6 ]d" O.C. I a SI x, P,_>w E1-0M -- - - - - - - - - �$ ® r e I e D +•-+• i n 6� C 69 i ��m F �� Ilti to � e § 1 i � b �i ,µ 1' i p j y , II \ 6� �i 4� . 0 d i 6 ti 3 mI E c �n a Ta' Ir-B• N'-4 — Blwc - o\ --- - - - - -- �� oRYEIe • ' b � CC KTOP W/ 81[161E a b 0 I I I B'.B• n• -r e'3• I !a• lz m _. s ° g b I £ � �, � suAOK epR x, ------- - - - -m YJ __ I 11 1 tr i F•RE -lNGMm ROOF TRNBBEB . 24 O.C. a 1 z 8 r cA It 6 g �e O D i E O A IZ I �•�} _ _ _! vANLT® e00K6 a IF �j1 Ji' T • 4 - 6 F� 5 m b D c 3 D•a' 3 s' -Ir a -I• b .0.100' b Tve/eNOURR ° ' I Fs3w rtau r� � �, f n's• c'a' x'a• !o'a' g�o�� BBS• 0 o p a i pr ,�m ""MUR CONSOLIDATED LUMBER OWNS ALL RIGHTS ARROW BUILDING CENTER DRAWN BY: RHETT BORNER W�URPHY - PERSONAL HOME AND COPYRIGHTS OF THIS DRAWING. ANY .� DNObAWCOnvdBAee umb CunpMry W DUPLICATIONS OF THIS DRAWING IS ILLEGAL PRELIMINARY DATE' 631.03 ^-j SCALE: ADES, VERIFY HEADER AND BEAM SIZES, GR � HU 8)8 COUNTY RD. U DSON, WI 8de1 &T8R REVISION 8t DATE -0 . MAIN FLOOR ELEVATIONS, ROUGH OPENINGS. FTG.SRES. OFFICE 715388337. FA X: 715 ]883806 AND ALL OTHER DIMENSIONS AND SPECS. WYANABCLLC.COM REVLSION 820ATE: . . . • ' • . ! | R . � |[ _ ! t , t /\ F/ | F !¥ ■ - = 2 7 r a . � )I � |] � - �. «��§ • ;r` |� - � � ` /Q |tom$ | � � Via| ■� § . ., - - -- %� a R §§ o , .; ■` | | E | §� //� -PERSONAL HO�E / o. m DRA DUPLICATIONS OF THIS DRAWING -` . SECTION & Roo VERI � 7 /m OPENINGS, _em�� � /aG 1 FROM :Qp Murphy FAX NO. :715 688 6020 Jul. 30 2006 06:56PM P1 CP OIX � PLANNING & ZONING EROSION & SEDIMENT CONTROL PLAN Site location: 1193Short Drive, Lot 3 CSM #642200, Town of Kinnickinnic Owner($).- Colin Murphy Parcel ID #113 8.18.324A17 Code Adindiniq 1��) 715-386-4690 Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to permit approved for issuance." In Land InfoZ771A doll addition, Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit planning applicant and/or landowner to follow erosion control procedures and maintain them until 715-386-4674 1.., the site has been stabilized (Uniform Dwelling Code Comm 21 Is available on-line at: lel.t www.coinmerce.state.wi.us/SB/SB-]DivCodesListing.btmi) Real Propetty 715-386-4677 The Owner of the above parcel is responsible for notification of all contractors performing 4. constimction activities on this site that an Erosion & Sediment Control Plan is in effect and the Acc 1 Yn 41 following activities will be required in order to maintain compliance with the plan: , 715-3�8�6! 1, Maintain existing vegetation wherever possible to minimize erosion and sediment movement The primary 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 installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. Surface -1 planned >500 feet from the flood pl ain pp o n drainage is northerly, with constructio lo I n ma ed l ot i I 2 of the Certified Survey Map shown, 2. Install construction entrance before any excavation begins!! Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this i cement trucks, well drillers, and other contractor's vehicles that require access to the property during construction. Avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to di resu f mu ltipl e access points and sediment tracked on public roadways must be removed at the end of each workday. 3. Do not allow diverted runoff to be directed onto neighboring property or into Surface water c Contain runoff by installing tempora diversions graded A ONG CONT( Q K between cons Aruction areas and any potential receiving waters (includes drainage ditches and retention basins). Temporary Diversions specification sheet is available from county. 4. If sediment cannot he contained on owner's property with temporary diversions and vegetative buffers, then installation of approved sediment control products (straw wattles, silt fence, and/or erosion control ma tting) will be required. The POWTS inspector and/or building inspector will evaluate pSC Plan effectiveness and make recOrrunendations to owner for any a ction required to comply with applicable regulations. S'r, CRO /Y C, IJM7-r G 0 Vrt?, YMEN r CVV 7 Mq 71-5-S864666 FAA I 10 C ROAD, HLjL1501V' W1 54016 W WW.C*.0. ALWr_CnQ2�_Y10.US FROM :Cp Murphy FAX NO. :715 Gee 6020 Jul. 30 2006 06:57PM P2 Page Two — ESC Plan. Acknowledgement Form ..MOmv I. I. n.,, .,...., .- - „..,..ru,a,.n.r.. a.,.w,c�.nro.u.w,r.. ,. w••• ri...ac�vr�.ww..x...u.a ". . ... . �,m.,..,.,.�,�w, .,.,.�aw�.. rae+...x..'.'_ roses •x_•..�.,...ti."...,. .... ” r..a �.... ., 1...�., 5. Srabl e e=pos soils (s e ptic system included) with seed and mnleh imm64in4l:! sc 1 wait r fina stAbillcaLion acid /or landscaping of entire site to establish permanent cover on the s te9 late- t seas weather conditions will not permit seed germination, a heavy straw mulch cover will prevent erosion until vegetayipn can be established. Erosion control matting can be applied fury time of year and, if installed properly, will pro rotection even if seed germination is delayed. The owner M rd during site construction will be responsible for compliance with state and county code rcquiremen ° ecified in this Erosion & Sediment Control Plan. Please feel flee to contact me with questions regarding er" �I & sediment control product installation. PLAN P BY. P QUINN, CPESC #1622, Wl SOIL EROsioN INSPECTOR #665054 Owner ac wled e ment of ESC Plan rem.;e �- 7 /& /2006 (Please 4n and return original ESC form to Plaiming & Zoning Dep . opy is attached to the owner's permit and ina'tnance agreement, which is given to the plumber at time of permit issuance.) p ie pr p s pr ded for excavation contractor, plumber, and town building .inspector t ST. C RO/X COUN (Y GOVERNMENT CENTER ] 15,386 -4 6E16 FAA 1 101 CARMICMAC'L ROAD, HUDSON. w/ 540 E v7R�r :(7 .SAlN'F C;ROl.K. WLIJS WWWG0.5A1IhT; Wl.l IS 11/15/2006 11:00 FAX 715 273 0444 NELSON - PLUMBING 1&002 /003 11/10/2006 12:5; 7156475181 WIESER CONCRETE RAGE 62/03 CL CL 0 t v S a a, �SL ao- IA 0 3 z r '� � cr m No z O O d v .�iON O OOO o� OA O U) "-- r z _ .a CA rl1 vo�i��r.,�n�pOO i �i'oo 'o�ca�ooc � k 11/15/2006 11:01 FAX 715 273 0444 NELSON- PLUMBING [a 003 /003 11/10/2006 12:51 7156475181 WIESER CONCRETE PAGE 63/63 84 59 r 1�1 — r � I. � I I '•I � I I , I I I 1 w o n I , r " , • I I I I I D a 71 I K T A Z C m �� r r ji g m 6 — `I� v D A I to Z n c d � Z VIA x� m ti m m �� 1D � -4p O X y .{ y ' $ ° (A d o�r�.? o ° a rn T z C A A pm po W v ri -1 SD r r n p O Z -4 n Cl Z X z F; Zn WLN000 /600 -MR SCALE: 1 4 " -1• REV N0. DATE: ti MHER IDUCIETE DRAWN ".SWr NELSON PLUMBING 800- 325 -8456 N371d US MWY1D. MAIDEN ROCK, W 30750 QATE: JANUART 2001 O z C R II.E: F 1 OD 600 w� 11/15/2008 11:00 FAX 715 273 0444 NELSON- PLUMBING [a 001/003 11/10/2006 12;51 7156475181 WIESER CONCRETE PAGE 01/03 s, s MIENE ca W 3716 U.S. H11VY 10 MAIDEN ROCK W154750 (715) 647.2191 80"254466 FAX: (7 647 -s1 s1 To: _ From. Andy Winkler Fax: 716.3$6.4606 Pages: 03 r Phoney Date; 11/10/2006 CC: Roger RE: WLP 1000/600 HD FAX: 715 -273 -0444 C � 1 114 LA D �c� PORTAGE DIVISION 9D0.962 -72b0 FAXi E08-74Z -5769 AN EQUAL 0PP0W UNITY EMPLOYER