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HomeMy WebLinkAbout012-1023-70-200Department of Commerce PRIVATE SEWAGE SYSTEM ~Iding Division ,INSPECTION REPORT cNERAL INFORMATION ~ATTAGH TO PERMIT) 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 Brock ahler, Chris Erin Prairie Townshi CST BM Elev: Insp. BM Elev: BM Description: ob • o /oo . a hn \ S IANIt INrVKMAI IUN TYPE MANUFACTURER CAPACITY Septic ~ ~ ~Q y~ L-C.J Dosing 6 v~bC, Aeration ~~ t~-- 1 Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ,~~/~~ ~~ ~~ r ~2 J ~ Dosing ~ /~ , f~ /~J' ~~t I ,,,~ Aeration Holding PUMP/SIPHON INFORMATION ?l1~ Manufacturer L Deman ~( 6 GPM Model Number ~ ~h ~ ~ l , TDH Li Friction Loss System Head TDH Ft '~ ~ ~ ~ '3.2`7 { ~ ~ ~e-] Forcemain Length ~ Dia. ~I Dist. to Well . I~ 'Z7 ~ 'S Z N JVIL A135VK1' 1-IUN 5Y5TEM ELEVATION DATA county: St. Croix Sanitary Permit No: 453422 0 State Plan ID No: Parcel Tax No: Section/Town/Range/Map No: 09.30.17. ~ .A /n5~1 ix~ STATION BS HI FS ELEV. Benchmark 7. 2 (07. ~ IX~ ' U Alt. B (~,~ . Zvi Jd 3.7 Bldg. Sewer (~ ~~ 5G '~ SUHt Inlet .y5 9y. 5, SUHt Outlet Dt Inlet Dt Bottom Header/Man. 5. ZO /QZ . $ Dist. Pipe S. ~ r~ `I /6 Bot. System ~~v ~~Z Final Grade y~ 103 : c.P St Cover 3 ~ ~; ~ , Z $ /6 3 .7 Z S.%S ~~/ . BED/TRENCH DIMENSIONS Width ~ , Len ~ ~ No. Of Trenc~hde~ PIT DIMENSIONS No. Of P't,Ls \ Inside D~ LigyLd Depth \ SETBACK INFORMATION SYSTEM TO P/L LDG WELL LAKE/STREAM LEACHING Manufactures Type Of stem: ~ ~ CHAMBER OR a~ ~/~ I ~J ~~ , f N' UNIT Model Numb UIJ I KIt3U I IUN 5Y5TEM Header/~ ifold ~~~ i ~ Diserisution I' ~t ~ ey P O . x Hole Size / / x Hole Spacing ~ V to Air Intake Length Dial ~ ~ ~ ( Length Dia Spacing ~ ~~ 3. ~Z; t,,l SOIL COVER ~ x Pressure Systems Anly YY Mnnnrl rlr Af_(: ra rlu Sve4omc llnly Depth Over ~ Bed/Trench Center ) ~ (,; Depth Over Bed/Trench Edges \ xx Depth of xx Seeded/Sodded Topsoil I ~ ~ es (] No xx Mulc ed es ] No i_ COMMENTS: (Include code discrepencies, persons present, etc.) Location: 1785 170th Aven. Unknown (NE 1/4 NE 1/4 9 T30N R17W) NA Lot 2 1.) Alt BM Description = 1-~ .~ ~Qel, 2.) Bldg sewer length = x~ ~~ - amount of cover = ~U ~ ~ ~~ ~ ~Z~ ~-T-~- Plan revision Required? Yes No i [~ i I ~ ! ~ i r Use other side for additional information. _ I ~` I~ Date SBD-6710 (R.3/97) v Inspection #1: / Inspection #2: / / /G~X~ ~ ~~~h~Parcel No: 09.30.1~7/. ~i Cert. No. Safety and Buildings Division County ' ` m m 201 W. Washington Ave., P.O. Box 7162 ,SCOn~,~ Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce ~ (608)'266-3151 ~- ZZ_ Sanitary Permit Application State Plan I.D. Number ! ~Z Q In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ~ a 3 may be used for secondary purposes Privacy Law, s15.114(1 xm) roject Address (if different than mailing address) t. Application Information -Please Print All Information ~ ~ ~ ~ ~~ ~~ Property O ter's tame Parcel # Lot Block # ~ a Property Owner's Mailing Address Property anon 7 ~' ~'/ ~ S i City State Zi C d ., ., ect on , p o e Phone Number S( D - . ~sy~ circle T ~~I; R o N II. Type of Building (check all that apply) ,, t..: y"'" ° ~or 2 Family Dwelling - Number of Bedrooms t Snbdiwsien-IJttme• um r ^ PublidCommercial -Describe Use i ~ ~ ,~ ~ ~' ~ i ~ 7 ~ ~ ~ ~~ ^ State Owned -Describe Use ~ ^City ^Villap Town ip of \ ~ ~~~ III. Type of Permit: (Check only one box on line A. C mpleteBltr;la~~1'aCpplibxble) A. ~ New S stem y ^ Replacement System ^ TreatmenUHolding Tank Replacement Only ^ Otlter Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. T of POWTS S stem: heck all that a 1 („ - ^ Non -Pressurized In-Ground Mound > 24 in. of suitable soil wrtl'y4gtr~f-sQ>£abte~eit~ ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis ersaUTreatment Area Information: D/• Design Flow (gpd) Design Soil Ap lication Rate(gpdsf) ispersal Area Required (sf) Dispersal Area Proposed (st) Elevation / System / Vl. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units W/ ~j /~ E oncrete Constructed Glass New Existing ~ ~'{ ' L tl~ Tanks Tanks Septic or Holding Tank ~ ® \ Aerobic Troatmeirt Unit Dosing Chamber O --. ~ ~ VII. Responsibility Statement- I, the undersigned, assume responsibility for in Ilation of the POWTS shown on the attached plans. Plumber's Name (Print) ~ J ~ Plumbe ' i ure PRS Number - Business Phone Number f / ~~ ~?ao 3 s ~ 71.s • d P um be r's Address (Street, Ciry, State, Zip / ~ ~rQ VIII. Count /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee (itt des Ground ester Date Issued Issuin Agent Signatu a (No Stamps) ^ Owner Given Reason for Denial Surcharge Fee) ~~.r Ia. Conditions of Approval/Reasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced /maintained as per management plan provided by plumber. 2. All setback requirements must be maintained - as per applicable code/ordinances. Attach complete plain (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD-6398 (R. 01/03) s. ,~..~~ ~~ /~~ ~~ 7. zc ~o~• z ~~ EIS., ~ ~~ Co~~d~~ ~.9~ ia~.~5 plate cw~- ~ , ~ 3~~~ s 07/28/04 WED 15:45 FAX 715 386 4686 b ~~ ~~ ~r ~~ Qm O m a O 0 z z m r O a Z G) 0 z /~ Q Z Z r D Z G m ST r _70 .a n 0 7a -~ --1 O Z O 00 r 0 C ~ y ~~ v Z 0 z C ~~ .g g~ ~~ 1 g~ i r c~ O rn ~o ~ ~ ~ ~ a Y .~ 3~~~~~~~ Y~ ~_ ~~ ~~ ~ ~_ w r o~ s ~ g s ~ a ~~~ s~ ~ ~ s~ ~' ~~ ~ a ~= p ~~ ~~• w 3 ~ -~ r -o ~o C -~ ~~~ ~-- Z ~a N -~ m N D Z a ~o c~ 0 c z n w ti ~~ rnQ w N ~ N ~/j _~` „1/ v~~v -~' '/v '_~ ~ = K ~ `~~~ r ~ (~~a = ~o~.s° Nra~ u~ ~,~.~ ®", ~3~"` qy,`~G ,• Ax .~ ~ ~ Gr~i~-~~ L3~c.~~b~~-~i lol v` ~.~ ~°~~ _T ~ to/, yo y_3o - o`~ Pte- g~:g .~. GOQ•( l~ G~/uOaaosr~ f~' commerce.wi.gov iscansin Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www.commerce.state.wi, us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary May 04, 2004 CUST ID No.220~57 ATTN.• POWTS Inspector ZONING OFFICE BRADY J UTGARD ST CROIX COUNTY SPIA 110 KELLER AVE N APT 112 1101 CARMICHAEL RD AMERY WI 54001-1034 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/04/2006 Identification Numbers Transaction ID No. 992890 SITE: Site ID No. 682362 Chris Brockpahler Please refer to both identification numbers, 170TH Ave above, in all correspondence with the agency. Town of Erin Prairie St Croix County NE1/4, NE1/4, S9, T30N, R17W FOR: Description: New mound, 3 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 954646 ~.~-~ Maintenance required; 450 GPD Flow rate; 38 in Soil minimum de th to limitin factor from on mal rade• r' System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1) ~ ,y,~ ,~ r~ " ~,'~ , The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes is ~ 1.~ 7MEN and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in OF SA r ' chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. ' No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06; ' -- -- - --~" ,~ ~ R ~~ stats. ~ . _ - The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the design manuals noted above. • 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 component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Key Item(s) • The tank access openings shall be per Comm 84.25(7). • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. BRADYJUTGARD Page 2 5/4/04 ~ ~ S • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and exceptions to the setbacks. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Patricia I; Sha~orf POWTS Plan eviewer ntegrated Services (715) 634-7810,715) 634-5150 , M-f 7:45 am - 4:30 pm pshandorf@commerce. state. wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Fee Required $ 0.75 Fee Received $ 175.00 Refund Amt $ 174.00 WiSMART code: 7633 j ~, MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: CHRIS BROCKPAHLER Owner's Name: KIM & TRACT KAMISH Owner's Address: 1748 CARROLL AVE. ST. PAUL,MN 55104 Legal Description: NE1/4 NE 1/4 S9 T30 R17W Township: ERIN PRAIRIE County: ST. CROIX Subdivision Name: 8 ACRES(170 TH AVE.) Lot Number: N/A Block Number: N/A Parcel I.D. Number: PENDING Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curare and specifications Page 8 PLOT PLAN Page 9 soil test $.~.~a' (} i'Z tf ,tSPOND ~~i2 Resigner: BRADY UTGARD License Number: 220357 gate: 04/ 04 Phone Number: 715-268-6995 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Tile 83-44-3 in-sRu sal treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150%) colifonn ~ ~_ ~ inches. 450.00 Design Flow (gpd) 4.50 Site Slope (%) 101.40 Contour Line Elevation (ft) 38.00 Depth to Limiting Factor (in) 0.50 In-situ Soil Application Rate (gpd/ft2) Distributio n Cell Information 75.00 Dispersal Cell Length Along Contour (ft) _ - 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest int Pressure Disribution Information in the distribution C Y (c ore) C Center or End Manifold network? Enter Y or N 3.00 4 Lateral Spacing (ft) Number of Laterals If N above, enter the elevation ft 0.188 Orifice Diameter (in) (e.g. 0.25) of the highest point. 3.00 Estimated Orifice Spacing (ft) = 9 38 ft2/orif 2.00 . Forcemain Diameter (in) ice 100.00 Forcemain Length (ft) Does the forcemain drain back? Y 91.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 10.40 Vertical Lift (ft) 2.12 Friction Loss (ft) 15.77 Total Dynamic Head (ft) Lateral in. dia. Diameter Selection o tions choice 0.75 1.00 1.25 1.50 x x X 2.00 x 3.00 x Treatment Tank Information 1000.00 Se tic Tank Capacity (gal) WEASER Manufacturer Dose Tank Information 600.00 Dose Tank Capacity (gal) 11.76 Dose Tank Volume (gal/in) WEASER Manufacturer Project: CHRIS BROCKPAHLER 16.31 Forcemain Drainback (gal) 46.90 5x Void Volume (gal) ~ - ~ z 63.21 Minimum Dose Volume (gal) OU 31.46 System Demand (gpm) ~ Manifold Diameter Selection in. dia. o tions choice 1.25 x 1.50 x x 2.00 3.00 Gallons/Inch Calculator (optional) 600.00 Total Tank Capacity (gal) 51.00 Total Working Liquid Depth (in) 11.76 gal/in (enter result in cell 649) Effluent Filter Information ~abel Filter Manufacturer 'A100 Filter Model Number Page 2 of 9 Mound Plan View 1~ 1/10 B • 'Observation Pipe• ' 3~' ;~;~ f~r~;:;~ f,r,:,~,:,,~; ti~ ~•~ ,;•; ~r:J'ti1';f~~•ti~ ~.••..ti•ti•ti•ti•.,, ti,ti :;: •: •: •:.:.: •r•:. ~~ r~r :%. ~. l L Mound Component Dimensions -t -} _I -1 A 6.00 ft E 9.24 in B 75.00 ft F 9.25 in D 6.00 in G 0.50 ft 450.00 (ft2) Dispersal Cell Area 6.00 (gpd/ft) Linear Loading Rate H 1.00 ft K 7.22 ft z 7.08 ft L 89.44 ft J 4.68 ft W 17.76 ft 980.85 (ftZ) Basal Area Available 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.67 (ft) ~I H •...••.::: ......... 102.40 F •.:;: oispersai~Cell (ft) Lateral 101.90 (ft)~ - •.• Invert Dispersal Cell ~~ : ~ ~ ~ : ~ ~ Elevation E ~ D ~ ~: . .• .• .• • .. .~ 1 ''{], _ . 101.40 (ft) Contour Elevation 4.5 % Site Slope Geotextile Fabric Cover Shading Key Q _ Topsoil Cap ""' Subsoil Cap ©0 ASTM C33 Sand }. A Tilled Layer rtirti:~ Aggregate m a ~- Dispersal Cell c 1.5ft 5 . r,f•.•:,,,:f•fti..r,:. j'~ {'r ~ 0.5 ft ; ~r' Typical Lateral ;}rti;' F • r•: :•:•: •: ~'~}~ ~ •ti•~'•ti•ti~•••ti~ti~ti••'•ti~,Ltr ~-- A•~ See lateral details on Page 4 for number, size, and spacing of laterals. Laterals are equally spaced from the distribution cell's centerline in the distribution cell (Ax6). Project: CHRIS BROCKPAHLER Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. ~E P •= Turn-up~ball valve or IEX-~ cleanoutplug Holes drilled on the bottom of the lateral. S ~L xi2~l Laterals & force main of PVC Sch 40 per COMM Table 84.30.5 Laterals are identical Number of Laterals 4 Orifice Diameter 0 188 in Lateral Diameter 1.25 in Orifice Spacing (X) . 3.20 ft Lateral Length (P) 36.80 ft Orifices per LatBral 12 Lateral Spacing (S) 3.00 ft Orifice Density 9.38 ftz/orifice Lateral Flow Rate 7.86 gpm Manifold Length 3.00 ft System Flow Rate 31.46 gpm Manifold Diameter 1.50 in Total Dynamic Head 15.77 ft Forcemain Velocity 3.21 ft/sec Dose Tank Information Locking ~~~ warning label and locking device and ~_ sealed watertight Electrical as per NEC 300 and -- Comm 16.28 WAC ~ ~ 4 in. min. Disconnect ~_ Tank component is propery vertted WEASER Ca aci 600.00 Volume 11.76 Manufacturer Gallons gal/inch ~- A B C D Dimension Inches Gallons A 31.65 372.15 B 2.00 23.52 C 5.37 63.21 D 12.00 141.12 Total 51.02 600.00 3" tank. Alarm Manuafacturer LEVEL Alarm Model Number DLV Pump Manufacturer GOULDS Pump Model Number EP05 Pump Must Deliver 31.46 gpm at 15.77 ft TDH Project: CHRIS BROCKPAHLER f--- Aftemate outlet location Forcemain diameter ~ 2 in. Weep hole oranti- siphon device Pump off elevation (ft) 92.00 Dose tank elevation (tt) 91.00 Page 4 of 9 Mound Svstem Maintelnance and Operation Specifications Service Provider's Name ~ UTGARD PLUMBING ~ Phone 715-268-6995 POWTS Regulator's Name ~ ST. CROIX ZONING Phone 715-386-4680 Svstem Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Freauencv Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins t and/or service once eve 3 ears Should ins t and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins ct for ndin and see a e once eve 3 ears Miscellaneous Construction and Materials .Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Finished •~~~•~~~~~~~~~~ Grade ~ / Lateral Turn-up Detail ................ 6-8" Diameter Lawn ~ Threaded Cfeanout Sprinkler Valve Box ~ Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: CHRIS BROCKPAHLER Page 5 of 9 Mound, System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. F~osed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stets. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced 'rf the alarm is activated continuously. Intermittent filter alarms may indicate surge fkyws or an impending continuous alarm. The septic tank shall have its contents removed when the vdume of sludge and scum in the tank exceeds 1/3 the liquid vdume of the tank. If the contents of the tank are not removed at the time afi a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than ma~dmum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, ff such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at I~t once suety 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cdd weather installations (October-February) dilate that the mound be h~vily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/l. GODS, 30 mg/L TSS, 10 mg/L FOG, and 10° cfu1100 mL for highly treated effluent. Influent flaw may not exceed ma~dmum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated soils at least once every 18 months. When a pressure test is performed ft should be compared to the initial test when the system was installed to determine ff orifice clogging has occurred and ff orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaoed to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediatety repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if tce leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your focal POWTS regulator and service provider. Project: CHRIS BROCKPAHLER Page 6 of 9 APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 3/4" maximum. • Capacities: up to 55 GPM. • Total heads: up to 24 feet. • Discharge size: 1'/z"NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Pump: EP05 • Solids handling capability: 3/4" maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: 1'/z"NPT. • Mechanical seal: carbon- rotary/ceram ic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C)intermittent. q 1 7 • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz,1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: l0 foot standard length,16/3 SJTO with three prong grounding plug. Optional 20 foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). METERS FEET 10 9 30 8 25 o ~ a W x U 6 20 z 5 0 15 J 4 H 0 ~" 3 10 2 5 1 n r Goulds Submersible Effluent Pump [~ 3871 EP05 • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ~ EP04 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^ EP05 Impeller: Thermo- plasticenclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. 31, y6 ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover: Thermoplas- tic cover with integral handle and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP' Canadian Standards Association (CSA listed model numbers end in "F" or "AC".) • .~ N ~ ;l^~o ~~~ ~,~U~ ~. 31-~ a = l~.S° r ~ ~ T~ ~ ~~y ~'~`~ ~ ~~~_~ 1~]~ ~~J~ y fs ~- ~,~ c~~ ~3~-~~o-~-~ 17b~/~~t ~~~ ~# • Y~ ~f ~ , C1 1 rl -T log, yo y_3o - o~ ~~ G~ ~x~Paao~s7 r t~ z~d eES~80 b0 OE ~dFi ~~ 04/19/286q 15:49 7152467227 rua~~t nu>.wtr<o arw ' ^"'~ "` Rpr 19 04 04:4Zp Steels Soil Sevice Inc. 715-246-9372 p.l V° New Construdlon ~~ !! RQSideMtal I Ntunper of B@docams _, 4 Code derived design Now rate _ 6(10 _. ~~ ~Ropiacertlenl „i PlydicOrCWrKItMWI-Oesafbe7la......__ .. __„ .._, ....._..__ .•-_-..__ Parerd maMeriN F.nd nlofalnat and gAOYnd mWafRles ~ Flood plain ekvatiar. if sppYrabN rra General gOmrnenta ,~ and rommmertdstiorffi' Mound design, system alevatilon 102.40tt based on ooniouAlne elevation 101.40. 1 ' t3orM4 Bow = y', Pr1 Ground Sufaos ebv. 102.00 ti aPNr m YmtSng 1pCtp' - 45 m, sal Appfieelon n I M. Oadirad lliawd Ou. tiz Grd. Color TexYtm sstrctisc (ir. 57. Sh Corte Bcrndary Roof 1 0-9 10yr312 none sit 2mablr mfr cs 1t .e .~ __8 2 9-23 t0yr414 none sid - 2msbk -- mfr p .... na . _:!-.- ..._e . . 3 .2345 7.Syr414 none Is osg - mvfr gw na - .7 - 1.8 4 4596 • ~ 5yr~ f1d 7.Syr5/8 sd om rnfi na na ~ _0 w r ~ _-.. -~ -- .-• i ~~- - Pa Oror~nd surface ebv. 102.OQ_ N. orrpn to wrrtinp tsaor ~ In. sou IyWtralan ~~ ~ ~~ Nadrm Osgh iM1 Oarrwnl Mudd Radon Au. !tt Acrd. tibia asm Or. St J~. Cerr'stenoa saarde7 Raub ,~ ,~ 1 0.4 10yt 312 nods , I 2msbk m(r cs 1t .tl :6 2 4-14 10yr4/4 none sitl 2mabk mfr r cs na .4 .6 3 14-21 ~ t0yr4/4- none si 7.msbk m!r es na ~ .8 1,0 4 • 127-38 - !.. 75yr414 I none ~ - k . --^ Osg mvtr gw fla .7 1.6 g 38-86 _ SyM/4 ~ fid 7.5yr518 td _ om rrrfi na na . .0 - .0 ~.. ..__. . --- .. I ; . _ . .. i .. ..._ I T..~ - _ '~n~ a Parcall.D. percaM flops, acde or dtrwnriora. larri sresr, and Idpl'on end aflarrod b nearest mad. PlJtdl~ P/aa~se prkft all bNorfnstion. ~viawed eY p~ P.ww,.wiwrrrsparor fa:NTa,houf.dbamd.ra~fsss(~~••f. tsa111ta0. Brot~cpaifter. Chris God.lal Ana r NE 114 NE 114 S 9 T 30 N i PropenyOwnar'sidadinpAddress Lot!~~ Bieck! 6ubd.NameorCSY! 1748 CarrollAve na - ne 8 Aaas Pen~_ tsty State t4 Code Phone Numbef - City ._; YrNape / Town Nearest Road Saint Paut MN 55104 66143s7Jg424 Erin Prakle 170Th Ave. 14t8 yl4lcortpn ~ ~~~ SOIL E1/ALlIATION REPORT nape t of 7 DIVISIOrI dl SafeiY arld Bnlldlrlg5 in accordance with Carmr B5. IMs. Adm. Code Steel's Soil SeMce 1110. Atmd+ tA9ldetB ffte pM on paper not Ixs than 4X X 11 iidNS n sme. Pefrl Mull County St CtoiX wed faAleal asd lroatOtfai phlenOS p01rd t8M1, d'OeCllan one • IJeuerd !7 = 1300 f> 3D < 220 mglL and TSS >30 <_ 1 SO MAIL ' ENluanl ~ : Hpp < 3v mgn. a+ra r ~ s au mg.~ CST Name lPlodie Print) - CST Number Daved J. Steel 248956 Address Steeps Salt Ssrvtee Dale Evaluatim Corducfad Telephone Number 1560 CR GG New Riehmond.llV15001 4117/x004 71 r24&5085 04/19/2004 15:49 /l b'L4b /'L'L/ rw-ti.~c wa~uuw aiw. Hpr 19 04 04:38p Steel's Sail Sevice Inc_ 715-246-9372 Pfoperb / Utris ..- _ . t~aroel ID+ _~!!9_ ._ ~~ a tdortno p.l Pape ~ d,~ t f -- -" v Pit c~owa swaoe aw. 99.so R oepen m l~n~g rr~w s3 in. nwbd~, q~y ~ h Cator MuNeY t7esaipmn Ou. $. COrt Cobr .duce Qf. &. 511. Canrtseaoe eP ROOIS ~ ~ as ,oy<~rz none sil zmabit rfr ~ tt .s .a 2 930 10yf4/4 Bone t;iG 2rsbk m1F gw na .4 .8 3 30u3 7.51rt4/4 npng >a Zmeb mff 9W ne .8 1.0 4 898 SyrN4 2d 7.Syf51t3 sd om mb ns na .0 .0 u ~ ' Pitt ro Ground Surhae etav. R ~epm m IYNIrg lsdot __ in. - SaaAOpeolieoR~e ~ h Munsd! Ou. sz Tedao Gc Ss. Sh ~ PR Ground 3urtaoa ebv. R DaptA m &rotirW hda r~. Apd'cafon Belo tlonxan Uon6u~YCda Redast)ewipfen 7~a Coneietr..t 9oundery is Munroe t7o. &. Copt Cata Gr. 6t. Sa ~ "t~fff7 • Effluent is : t10D > 30 < 220 mp/t. erld T8S >30 ~ 150 m s 9a• ' Effluent f@ BODE < 30 mplL and TSS <~0 mplL 'Ihc Dcpartmrnt of Commerce is an equal opponunily smite ptmidct and cn+pkryct. if; oo need assisYUna e, nceeax servi~xx or nerd rnatcrial in an attamarc format. please conla~x the dcoarhnant at 608266-31 S I a 7'iY 60$ 261.8777. 'Rpr •30 04 08:86a LISR Ellyn KROLL 715-246-5'700 p• ' Page 3 of 3 STEEL'S SOII. SERVICE INC. steel ~s64 cn- Ra c>G na~ia r . CST-POWTSM Chris Brockpahler New Richmond,W7 54017 Lic. #24895b Nwila,Nw1l4,s9,T30N,R17w 8us.(713) 246-b200 (715) 246-93T2 Fax . Town of Ecin Pt$irie, St Glvix Co. 8 Acres This soil evaluation was conducted to satisfy ai zanies requirement, Ft ~ or may not be sni0abie for your 'tire Location of this test may or ~y not be as shown, as ~ lat urns were not established at use . tl~e time the soil test was conducted- l,egewtd 1°=40' ~ _ 13enchmark E1E_ 100.00Ft lop of 3/4" pvc pipe • =Alt Senchmazk Flc. I OOSOFt Top of 3Jd" pvc pipe n - Borings Boriflg Elevations B! = 10200Ft ffi s 102.OOI•'t G~-- f ~o-~r ~~'E ~ ~=~~~ " !~ r ~"~ ~"GS ~ /35' z ~o, Z ~{O ~ ~~~ ~5' Slyer ~,. ~3~ j ~/ Hod /~/ S' /6 .arO~'e' T' .Z ~ ~ , ~~~ ~ ~ ~! p ,~ ~'~C / ~ ~ rL [• ~ Z' i0 •/Or- ~, ++ 4.~7~.~ _ ~ ,. .. ~.4~i.So~a. d E ~ eES ~ 80 b0 OE .add Wisconsin Department of Commerce Division of Safety and Buildings ~' ~ ~~ f~ SOIL EVALU IOI~~~PQ~TZOO~ in accordance with Comm 85, Wi . Adrr/,~o~ie 1418 Page 1 of 3 Steel's Soil Service Inc. ~ ~ . RCiI ' ~M[1tN7 } Attach complete site plan on paper not less than 8/: x 11 inches in s¢e. Plan must ~ONIN pF~l St. Croix indude, but not limited to: vertical and horizontal reference point (BM), direction and Parce percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Pending Please print all information, ewed By Date Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). ~ 2 Property Owner Property Location Brockpahler, Chris Govt. Lot na NE 1/4 NE 1/4 S 9 T 30 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1748 CarrollAve na na 8 Acres Pending City State Zip Code Phone Number ~ City J Village 1/ Town Nearest Road Saint Paul ~ MN 55104 651-647-6424 Erin Prairie 170Th Ave. New Construction Use: ~ Residential /Number of bedrooms 4 Code derived design flow rate J Replacement J Public or commercial - Describe:na Parent material End moraines and ground morarines Flood plain elevation, if applicable General comments and recommendations: Mound design, system elevation 102.40ft based on contourline elevation 101.40. ~~ 600 GPD na Boring # ~ Boring L{/ Pit Ground Surface elev. 102.00 ft. Depth to limiting factor 45 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stn~cture Consistence Boundary Roots GP DItt' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr 3/2 none sil 2msbk mfr cs 1f .6 .8 2 9-23 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 23-45 7.5yr4/4 none Is osg mvfr gw na .7 1.6 4 45- 6 5yr4/4 f1 d 7.5yr5/6 scl om mfi na na .0 .0 a Boring # ~ Boring /_j Pit Ground Surface elev. 102.00 ft. Depth to limiting factor - 3~in• Soo Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr 3/2 none I 2msbk mfr cs 1f .6 .8 2 4-14 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 14-21 10yr4/4 none sl 2msbk mfr cs na .6 1.0 4 21-38 7.5yr4/4 none Is osg mvfr gw na .7 1.6 5 38-96 5yr4/4 f1 d 7 Syr /6 scl om mfi na na .0 .0 * Effluent #1 = BODS> 30 <_ 220 mglL and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/Land TSS < 30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel's Soil Service Inc. Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 4/17/2004 715-246-5085 ~_ ' Property Owner Brockpahler, Chris Parcel ID # Pending Page 2 of 3 Boring # ~ Boring ~ . Pit Ground Surface elev. 99.90 ft. Depth to limiting factor $~~, Soil Appligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr 3/2 none sil 2msbk mfr cs 1f .6 .8 2 9-30 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 30-53 7.5yr4/4 none sl 2msb mfr gw na .6 1.0 4 53-96 5yr4/4 f2d 7.5yr5/6 scl om mfi na na .0 .0 ^ 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 P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # J 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 =GODS <30 mg/Land 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. ~, Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM Chris Brockpahler New Richmond,WI 54017 Lic. #248956 NWl/4,NW1/4,S9,T30N,R17W Bus.(715) 246-6200 Town of Erin Prairie, St. Croix Co. Fax.(715) 246-9372 8 Acres This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1"=40" Benchmark Ele. 100.00Ft of 3/4" pvc pipe Alt Benchmark Ele. 100.50Ft Top of 3/4" pvc pipe ^ =Borings Boring Elevations B 1 = 102.OOFt j B2 = 102.OOFt B4 = OO.OOFt l~ i ~'~-S~ /~5~~ Z ~O r 2~0~ rg~r / 5' s~op~ ,D v hod ,~ ~ % SiP~ ,z 3 ~ c.,9~. ~ ~~ ..~~- ~~ ~~r ~© ,~~ c~~ / ~~' y ~~-d ~° ~Ib~ i3~ ~~, ~~ 0 +_ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGRBEMENT . AND OWNERSHII' CERTIFICATION FORM OwaerBuyer Mailing Address ~7~~ C'c~~?~u9~ Property Address / ~ 7a (.C.CL~. (Verification required from Planning Department for new City/State ~~~~/~~.~1~ Parcel Identification Number LEGAL DESCRIPTION Property Location ~ %4, ~(~'/., Sec. ~, T~N-R ~ 7 W, Town of f~i/~/'!'CGU'l-~ Subdivision "~- .Lot # 2. Certified Survey Map # ~~ ~ ~ ~S ,Volume 1_~, ,Page # Z 7 6 Warranty Deed # ~ ~~~~ ~ , Volume ~ ~ ~ Page # 7` Speo house ^ yes ~no Lot lines identifiable ^ yes ^ no SYSTEM 14ZAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance coasisis of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masttrphmiber, journeyman plumber, restrictcdplumber or a licensedpumperverifyingthat (1) the oa-site wastewaterdisposal system is is proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, 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 tern has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 of a year a tion date. u ~~ , ~/ / SIGNATURE OF PLI DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of rope 'bed above, a of a warranty deed recorded in Register of Deeds Office. -~ i a i y SIGNATURE OF APL DATE «««««« Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. "'`«**` «• Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 07/22/2004 17:05 7152467227 HALLE BUILDERS INC PAGE 02 of/2Z/04 TIN 14:45 FA7l 915 968 4887 RE6IST6R OF 1)EEDB ~ 002 U 2 6 2 .~ P ~i 6 8: ~~9sgs _ S STATE BAR OF WISCONSIN FORM 7 - 1999 ~ ~B~~l>~D B TRUSTEE S DEED r Aowmcnt Number RECgiYED FOR R&CURD Dale A JLMeg aid Petri ' L. Stre¢e as 'Ctv9tecs ®7/22/~fiY4 83aeBPK of *_~~e A. ~a and Patr-cia L. Stress Livln~Treutt Maceh 19. 2000 _ for valuable consideration T ~ ~ ~ COOVey3 YrlihOltt WBIS.Ynty t0 Qlr'Ia1'-Ile II•.reClCfa~ll![ Crrantee. RRC FfiBs 11.N the following described te$1 estate im 5t. Croix County, State Df Wiscamdin F'~ _~. M (if mare spatx is needed, please attach addeMum): ~ ggge '['hat pact of lYE 44 NL 5h and peat of NR' ~6 WE '34 Sec. 9-1'381V R17vY PAGR.,° t 1 desca'7ted a9 folh>•fs: Lot 2 of Certified 3ua'vey Mtap recorded in Vo-. 18 of Cettidiied Survey Mspa, page 4787 as Doc. No. 766785. St. rvix County, Wf4conein. ~' Aeooidins Acar Nase and Ream Addma Kitila~; l;~~a oz3tANo Al?Gr~i~lEl' AT i.AW P.O. EOX 359 HUDSa^.i1i, Wl b4016 ol~ln7~rtt.ooo rneettdendAavdov-+~~criw> Daoed IhiS ~ ` day ~ Ju[y , 2004 /'') .y/~ '~ .L./e~ti ./~Ls.~b~ ~ VU(~~r ' i)a-a A.. 54c'ege • Patricia L. 9trC(c . ~,,,... - Treetee ~ -• .. ....._~..."~~~ . Trustee . AUTHSN'fICA'1'IO1V Sibnatnte(s) Dale A. Stress and Patricia L. StteAa. Trustees w,dt Oie Oala A. StreIR oad Fatritb L. 9e'e4e LMeg 7YUlt Q1a00 3-1(WD wchwaicao:0 Orb ~/i ~ r or ate, .7.004 ~.. o KrKttna Oyl~d -.- T1TLE~ MII1~ER 9TATE BAR OF WISCONSIN of not. -......_ atrtNOrimd by § 706.08. Wis. Slats.) TI3IS TNSTR'IJlNlNT WAS DRAFTL~l) t3Y A~aeaq~ $ristlna Ogiand .._~.~_ Hudson, WI54o16 --- .._.....-- (SigaaWtrs may be wdwtdeamd ar ecla,owledaed. Boat ate not oeeassaty.) * Flames of pcraoaF Fip~i,g in any tApacity satst be typed ar prmasd hahlw tLeir ' SfA'18 EAR OF wtSCOPe'"' 7Rt>B1T.d'8 DEED fOaM No. 7 -1919 ACKNOWLIDG1d8NT STATE OP ---° _°. ) n. comay ) Petatm.ily came bcfvrc tae this day of the shove earned t0 mG IcnOwe t0 b4 the person(s) whn executed the fongaias instrumdtt and atlatewledged the same. « - --- Notary Pu61ic. State of _-, My Cotnmidslon is p¢nnaOL'nt. (if e0t. State expltntian dale: .) pgaamtfl. Wvoenulpn rreleaioaah Co.. Food au t.as. W! 600-655-ZOZI 1~ ,~ .~ 76~37'8~ VOL18 PAGE 4787 HATHLE$11 H. YALSH REGISTER OF DEEDS CERTIFIED S V RVEY MAP ST. cROIx C°' ' MI RECEIVED FOR RECORD LOCATED IN PART OF THE NE1/4 OF THE NE1/4 AND PART OF THE 07/14/2004 it :30AM NW7/4 OF THE NE1/4 OF SECTION 9, T30N, R17W, TOWN OF ERIN CEKTIFIEU SURVEY MAP PRAIRIE, ST. CROIX COUNTY, WISCONSIN. REC FEE: 13.00 COPY FEE: 3.00 PAGES: 2 OWNER SURVEYOR DALE STREGE EDWIN G FLANUM 1777 170TH AVENUE NORTHLAND SURVEYING, INC. Nt/4 CORNER NEW RICHMOND, WI 54017 P.O BOX 14 SECTION 9 -~J-ap~~~~ ~~~~ ROBERTS, WI 54023 ~ EXISTINGCENTERLINE~ ~ Ng9°7a~~CS2~~W ~n~ 6~~ 170TH AVENUE 354,00 353 a1' NE CORNER' ~-"~N89°01'29"W 707,g1~ ~ ~ SECTION 9 c'~.i Z ~~' PROPOSED ~I I I QI ~I -~~11 ~4I dl cal ~I I a~ N w ~~ Or °w ~Z Z ~~ ~~ ¢w~ U ¢¢ u.l N m 4 4" ~ ~ DRIVE ~' ~ .....~ SEPTIC..... .............. cL ~ PARCEL IN WELL VENT r0 VOL. 2067, PG. 205 HOUSE ~ ~ O~~ - ~ Nc*~MG`.r1PdLl~ruCU g (~QMD~ ~ T STS ._ N89°14'S8"W d' r o~ W ~L'1 'v r N r ~ rn O N ' s LOT 7 LOT 2 z 8.31 ACRES INC. R/W - = 361,882 SO. FT. ° 8.41 ACRES INC. RNV ~' 0 366,140 SO. FT. p 8.08 ACRES EXC. R/W ~ 352,086 SO. FT. ~ ~ 8.17 EXC. R/W z ~ 355,861 SO. FT. z ° 1= gpPROVED ST. CitO1X COLlNT'~ pia Za~M~4 end P~fks C^^^~!~ JUL 1 4 2004 tf :+oc "corded wia+in ~ bye ~pprowt ds~ > 360.83' S89°34'42"E 686.OS' NORTH LINE OF THE SOUTH 338.00' OF THE r NE1/4 OF THE NE1/4 ~ Mf~1G~L~GQ44C,D I~QLn]D~ m a • X SCALE IN FEET 1" = 180' O 180 300 THIS INSTRUMENT DRAFTED 8Y MICHAEL ERICKSON JOB NO. 04-43 DATE: 4-28-04 Vol 18 Page 4787 Z ~ ~I ~I w er ? w o l p . m $ ~ ~i °i of ~;~ ~ ~ ~' ~I °9 _ ~ ~ ~ C'I pl r r ~ ~I °I ~1 Z ~1 r I i LEGEND 1" X 18" IRON REBAR SET WEIGHING 1.50 LBS. PER LINEAR FOOT 1" IRON PIPE FOUND 1" STEEL SURVEY MARKER FOUND ST. CROIX COUNT' SECTION CORNER POSITIONED FROM WITNESS MONUMENTS OF RECORD 100' ROADWAY SETBACK EXISTING FENCEUNE SHEET 1 OF 2 SHEETS n