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HomeMy WebLinkAbout014-1056-40-000~~~consin C'epartment of Commerce PRIV/kTE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondaro purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Radintz, Matthew & An ela Forest, Town of CST BM Elev: Insp. BM Elev: BM Description: ~3rh z ~~~ /oz TANK INFORMATION TYPE MANUFACTURER .'n-f`~ CAPACITY Septic .L.. ~ rJ ~~ cw~~ /G L G Dosing ~` Accat'iert Holding ` TANK SETBACK INFORMATION TANK TO P/L 1~ WELL BLDG. Vent to Air Intake ROAD Septic ~ ~~ / /`~~ /3 ~ ZV --~-, Dosing 7 ~~ / /~ ~ / 3 , Z y / -^ Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand Gt:C.~~ GPM Model Number ~ Z~ .~rJ ~ ~~ TDH Lift 9 • ~ Frictio~ os~3 System a~ ~ TDH ~~Ft r Forcemain Length - Dia. ~ f Dist. to well y. ~. Nr~ . SOIL ABSORPTION SYSTEM County: St. CroiX Sanitary Permit No: 515059 0 State Plan ID No: Parcel Tax No: 014-1056-40-000 Section/Town/Range/Map No: 27.31.15.420 ELEVATION UA 1 A STATION BS S .l.~'' /D~''~ FS ELEV. /d L Benchmark ~ • 'O~' /D Alt. BM Bldg. Sewer q ~ u , ` • ~ s SUHt Inlet ,y ~ ~ ~s • ~. 5 SUHt Outlet _ ~ Dt Inlet \ ~ Dt Bottom 13,78 ~}/. ~•7 Header/Man. ~I,1z ~~i.3,3 Dist. Pipe I " /D/~ 3 Bot. System ~~ ~L ~ Final Grade ?•l_o Jpj ' La-t-~3 St Cover ~~-- c'~ al,~.,, l . 55 /,6 Z • 5 O v..T~'/ T S ~ ~1' BEDITRENCH Width t Length / No. Of T enc s PIT DIMENSIONS No. Of Pits Inside Dia. ._ Liquid Depth DtMENSION5 ~ '7 5 ~r?~ ~- SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR Manufacturer: ~-. INFORMATION ' NIT Type Of System ~ > ~ ~ y5 ,v~ N U Model Number: ~~ ~ ~.~. r~~c•rr~~o~ ~r~nr.~ cvcT~nn n . / ...............,........ Header/Manifold ~/ L _._. .Q. . Distribution ~ ' ~ L ~ ~ x Hole Size / r ~/ x Hole Spacing / Vent to~ir llntlake / " ' Di ~~ `~ ~ Spacing ~ ~ th ~ ~ Dia n ~ ! ~ a _ Length g r ~..__ ,--_. ~ a,~. 1 2/ d~ ~~u ran\/CO _. n____..__ c•.,..a........ n..~., .... 11Mnnr1 rlr er_rrarre wsrams c~nrv n / Depth Over / Depth Over xx Depth of xx Seeded/Sodded xx Mulched v Bed/Trench Center ~~ Bed/Trench Edges ~,~ Topsoil ~ ~.~ s ~ No _ ^. '(es ^ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: b / ~ / ~ I Inspection #2: / /_ Location: 1970 Cty Rd P Glenwood City, WI 54013 (SE 1/4 NE 1/4 27 T31N R15W)++>35 acres Lot RCJSL~ Parcel No: 27.31.15.420 F: b~u. ~p~•a~- C1.-~.~',n,i J-- La~j C.la,e.,Ce. 1.) Alt BM Description = / ~..~,~I,~pIQ, 2.) Bldg sewer length = ~ 3 ~ b/~ la~J ~~~ _~ commerce.wi.goV Safety and Buildings Division County J J 201 W. Washington Ave., P,O. Box 7162 ~ , ((' ) ~ ~ sc o n s i n Madison, WI 53707-7162 led in by Co.) Sanitary Permit Number (to be fit Department of Commerce A 5 ~ 5 ~ S Sanitary Permit Appli inn State Transaction Number / In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental c~ ` ~ ~ ~ / 7 unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are Project Address (if different than mailing addr ) submitted to the Department of Commerce. Personal information you provide may be used for secondary ses in accordance with the Priv Law, s. 15. 1 m , Stats. ~ / ~ `~ ~ ^ ~ n % ~LJ-~I CI ~11.~ I. A lication Information -Please Print All Information / Property Owner's Name Parcel # ss Property Owner's Mailing Addlre ,,.,~~, ~ Ru Property Location /' !~~ / ~I I ~Q ~7~ ~, ~f~ ,,. ,, ST C ONiNG OFFICE ~ ~~ Lot City, State ( Zip Code ne umber 5 ~ Y~ ~ (~+E /., Section a ~ l `eG~ l~q~ ~ ~~5_c~(03~ y~30 (circle on T ~ N; R / S E o1~W II. Type of Building (check a I that apply) Lot # ~ "~' 1 or 2 Family Dwelling -Number of Bedrooms Subdivision Name ^ PubliclCommercial-Dascribe Use ~,~~ ^ City of ^ State Owne % Describe Use ~ CSM Number ^ Village of F,.~ r e S -I- ~ ~ ~ Town of G k Iii. T ype of Permit: (Check only oae box on line A. Complete line B if applicable) A' New System .~_---~ ^ Replacement System ^ Treatment/I-Iolding Tank Replacement Only ^ Other Modification to Existing System (explain) B. ^ Permit Renewal ^ Permit Revision ^ Change of Plumber ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner ~ IV. T of POWTS S stem/Com onent/Device: Check all that a i d v ^ Non-Pressurized In-Ground ^ Pressurized In-Ground ^ At-Grade ^ Mound > 24 in. of suitable soil ~ Mound < 24 in, of suitable soil ^ Holding Tank ^ Other Dispersal Component (explain) ^ Pretreatment Device (explain) V. Dis ersaVTreatm nt Area Information: Design Flow (gpd) Design Soil Application e(gpdsfj Dispersal Area Requu (sf) ~ Dispersal Area Propo (s 6~ System Elevation ' ~s~ ~.D o.~ sa ~s~ ym ,s idi'o VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units a ~ V ~ H .~ New Tanks E~tisting Tanks ~ //~J ~ ~ ~ `~ U a~ ~ i ?t vi ~ ~ w C7 '~ P ~~ V~/ ` (( a n i , Septic o Holding Tank ~ O © ~~ ~ C ~ /' Dosing Chamber / ~ 0 l` / 00 ent- I, the undersigned, assam pon ibility f r installation of the POWTS shown on the attached plans. VII. Responsibility State m Plumber's Name (Flint) P i tur RS Number Business Phone Number (Y`l~c k 1~)e~ ~ ~~a~y ~~~-y~~-o ~yo Plumber's Address (Street, City, State, Zip Code) ~~?9 ~3~~z ~9~. Cq~~ ~~ S~~a~ VIII. Coun /De artment Use Oni Approved ~ Permit Fee $ ~~~ ~ Date I ued 5 J~ Issuin ant Signatur ^ O Given R r Denial ' / ilX. Condit~~~teasons for isapprovai 3 ~~- (j ~ L1'iirf~G~„~ a ~ ~ ~° +~d~' ~ o'~'S ~~rp~ / l / ` . . 1 1. Septic tank, eftlUent fiber and l dis rsai cell must all be servk:es /maintained ~ ~ t:/ ~ ~~ as per management plan provided"by plumber. ~~ ~ ~ Gb^'k-~Et~ ~ ~ } r~~ 2. Ail selback rerauinements must be maintained Attach ro complete plans Tor the system and submit ro tee t;oanty only on paper not less ttwo as Uz s r r tncnea m sue SBD-6398 (R 02/09) Valid thru 02/11 ~! •.`, t t 1 !°~3 -~ l 1 o ~~d0'lcdOga~ C~~,ba'IaNk ~+ ~~ ~ u ~ /'QILG MC.+n~ t 8 ~ t d ~ ~ ~\ t ~, l ~ ~ ~ ~ ~ ~ ~ ? \ ` ~ ~~ SY s~ni are; ` ~ ~~ ~~~ ~~~F c°~ c~~ti ~~~'°D ~``~D c~ \` _~ ,`\ ~ ~ ~, - \ ~ ~~ ~ti Lam` -' '•_ ~~5~ f~~"c/I , ~ i4ssun~ed eleJ = /ct~ on' ~~ ~~ _ IhP$ ~S~a~y y/a31o9 ~~ ~$ •~d a ~~ G. fly, p + ~, `,lam Y ~~ `~ ~~ •!~i`r15 ~•rade a-~c~ ,~ ~. ~fil ~'~2+~5 (~ lSraysi'sr hPa~d.~l~y~4,~d%~t~ ~irct~ 6$• crpty 4., ~..7i, /pc% +~ oil-/os4-~/O -G~ ., ;~ ~b ~ ~~ J O I ~I (eCD oja~ ~o'hbe ~Q~f~ r '~ ~. ~ ~~ ~ Q~ e a ~~ ~ - ~ ~olce Marv 1 ~ ,~ ,~ ~ ~ ~ ~ ~, t ~ \ i l ~ ~ ~~ ~ \ ? t ~ `, ~i ~ 4r/~,r Ga. ~ ~ .Sy SLAM a~ei; ` \~ ~~ • ~ Sai/ edc~ica~: an/0. ~ ~ciJ ~ti . ~ q~~ade a-~~ Qi/•' ~°Zts ~/ o~~,~~ .rl/iC.a A. /oc/~ ~r,~.ysrSt 17a ~~ ,~,oGgt2 Fir~s~ ~5• traty ~+. ~. /pc/ ~oiJ~-/06b-540-~ o rat ~ o ~ s;~.. G^ sF ' ~' ~~ ~~~ CF M \\ » _~ .~` ~ ~ ~ ~ ~ '. ~ ~ ~` ~~~ w_` ., ~.~ 7' 7j/ygf {~/1'J,i~~,~ r i w' `~ 'rc~~ / X /•M~ ~IC e. ~~ ~~ IhP$/ S~a~y y~~3~o9 ~~ ~$ • ~d a y G. day, ~ P{p commerce.wi.gov ^ ^ ~sconsin Department of Commerce Safety and Buildings PO BOX 7162 MADISON WI 53707-7162 Contact Through Relay www.com merce.wi. gov/sb/ www.wisconsin.gov Jim Doyle, Governor Richard J. Leinenkugel, Secretary May 04, 2009 CUST ID No. 657274 MARK. WEIS WEIS SEPTIC SYSTEMS & SOIL TESTING LLC 1879 13 1/2 AVE CAMERON WI 54822 ATTN: POW"I'S Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/04/2011 SITE: Matt Radintz -Dwelling Co Hwy P Town of Forest, St Croix County SE1/4, NE1/4, S27, T31N, R15W Identification Numbers Transaction ID No. 1661944 Site ID No. 747407 Please refer to both identification numbers, above, in all corres ondence with the a enc . FOR: Description: Mound Object Type: POWTS Component Manual Regulated Object ID No.: 1224083 Maintenance required; 450 GPD Flow rate; 12 in Soil minimum depth to limiting factor from original grade; System(s): Ezflow Mound Component Manual, (N.6/03), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/01) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and'located in accordance with the enclosed approved plans and with the component manual(s) referenced above. The owner, as defined in 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, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: ~ On page 9, the well was not shown as specified in s. Comm 83.22(2)(a)3.c.; Wis. Adm. Code. The well location shall conform to s. Comm 83.43(8)(1)., Wis. Adm. Code. 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. ~'. Can [? E T DIVI F SEA CO 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. MARK WEIS Sincer eter E Pagel Private Sewage Plan Revi er ,Integrated Services (608)266-2889 , M - F, 0600 - 1430 Hrs pete.pagel @ Wisconsin. gov Page 2 5/4/2009 Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M. EZFLOW MOUND AND PRESSURE DISTRIBUTION COMPONE T DF„~~G1~•~/ Residential Application ~.~~. ~' ~~ INDEX AND TITLE PAGE 'Y 2~ ~ ~~~9 ~~/ Project Name: Radintz Mound System ~~/~ ~s Owner's Name: Matt Radintz Owner's Address: 216 5th St. NW Clear Lake, WI 54005 715-263-4130 Legal Description: SE, NE, S27, T31N, R15W Township: Forest County: St. Croix Subdivision Name: Lot Number: Block Number: Parcel I.D. Number: 014-1056-40-000 Plan Transaction No.: ~~ .<~' ~~. ~c~~cG~..~ QO gyp, ~~~, ~~ Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 Pa e 8 ag Index and title Data entry EZFIow mound drawings Lateral and dose tank Distribution media System maintenance specifications Management and contingency plan Pump curve and specifications Plot Plan Designer: Mark Weis License Number: Date: 04/22/09 Phone Number: Signature: ~-~~ t `~~~7t~'7t `~ ~~ ~~ ~ ~~ ~,' ~f ... ~~ ~~ MP#657274 715-458-0740 Designed Pursuant to the EZFIow Mound Component Manual (N. 06/03), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) EZFIow Mound Version 1.2 (R. 02/04) Page 1 of 9 EZFIow Mound and Pressure Distribution Component Design Design Worksheet Site Inform ation (r or c) r Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 7.00 Site Slope (%) 99.00 Installation Contour Line Elevation (ft) 12.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) (c ore) y~ Iv6r' ,, ~.~°~0 D. 33 Dis#ribution Cell Information 6.00 Cell Width (ft) 3, 4, 6, 7, 9, or 10 Only 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information e Center or End Manifold 3.00 Lateral Spacing (ft) 2 Number of Laterals 0.188 Orifice Diameter (in) (e.g. 0.25) 4. Estimated Orifice Spacing (ft) _ 1.50 Forcemain Diameter (in) . 0 Forcemain Length (ft) $9.00 Inside Pump Tank Elevation (ft) 3.25 System Head (ft) x 1.3 11.50 Vertical Lift (ft) richoss (ft) 18.65 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 1.25 1.50 x x 2.00 x 3.00 x Treatment Tank Information 1029.00 Se tic Tank Capacity (gal) Huffcutt Concrete Manufacturer Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 120.00 Contour Length Available (ft) 75.00 =Dispersal Cell Length (ft) Are the laterals the highest oint in the distribution Y network? Enter Y or N If N above, enter the elevation ft of the highest point. 11.84 ftz/orifice Does the forcemain drain back? Y Enter Y or N 6.42 Forcemain Drainback (gal) 67.38 5x Void Volume (gal) 73.81 Minimum Dose Volume (gal) 24.90 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) 750.00 Total Tank Capacity (gal) 45.00 Total Working Liquid Depth (in) 16.67 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 627.00 Dose Tank Capacity (gal) Best Filter Filter Manufacturer 14.90 Dose Tank Volume (gal/in) GF 10-8 Filter Model Number Huffcutt Concrete Manufacturer Project: Radintz Mound System Page 2 of 9 Mound Plan View -r -f _f -1 Mound Component Dimensions A 6.00 ft E 29.04 in H 1.00 ft K 12.63 ft B 75.00 ft F 12.00 in z 14.89 ft L 100.26 ft D 24.00 in G 0.50 ft J 8.68 ft W 29.56 ft 450.00 (ft2) Dispersal Cell Area 1566.46 (ft2) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.00 (ft) H Dispersal Ce11 101.50 (ft) Lateral Invert Elevation Elevation 0 Shading Key ®Topsoil Cap ,; ,; ;;; Subsoil Cap ~:~:~::~: ASTM C33 Sand ~~•:~~~~~ Tilled Layer EZFIow Media ~:; 1 ,: 3~t~: 7.0 % Site Slope a ~ ~ 0 2.0 ft ~z d ~ ~ ~ -T- I c 0.5 ft -i-- ..... G I 99.00 (ft) Contour Elevation Typical Dispersal Cell See Page 5 Geotextile Fabric Gover / ~` I F ~--- q See details on page 4 for number, size, and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on page 5. Project: Radintz Mound System Page 3 of 9 End Connection Lateral Layout Diagram Place Appropriate Lateral Diagram From Right Below P -Z ~ 1st orifice located at Z ~~ X-~) Orifices paint up except every 5th ~ one paints dawn far drainage. ~ Faroe main oannectian uia tee or crass to manifold at any paint. Laterals & Force main of PVC 5ah 40 All laterals identical with orifices equally spaced. (per COMM Table 84.30-5) Number of Laterals 2 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 4.08 ft Lateral Length (P) 74.22 ft Orifices per Lateral 19 Lateral End (Z) 0.78 ft Orifice Density 11.84 ftZ/orifice Lateral Spacing (S) 3.00 ft Manifold Length 3.00 ft Lateral Flow Rate 12.45 gpm Manifold Diameter 1.50 in System Flow Rate 24.90 gpm Forcemain Velocity 4.52 ft/sec Dose Tank Information Electrical as per NEC 300 and -- Comm 16.28 WAC ~ Disconnect a=Turn-u p w1 ba I I ualue or ole~a n out pl u g Locking cover with warning label and locking device, and sealed watertight 4 in. min. Tank component is properly vented Huffcutt Concrete Ca aci 627.00 Volume 14.90 Manufacturer Gallons gal/inch ~- A B C D Dimension Inches Gallons A 23.13 344.59 B 2.00 29.80 C 4.95 73.81 D 12.00 178.80 Total 42.08 627.00 E- Alternate outlet location Forcemain diameter ~ 1.5 in. Weep hole or anti- siphon device P• ump off elevation (ft) 90.00 Do~____se tank elevation (ft) Min. 3" Bedding under tank. 89.00 Alarm Manufacturer SJ Elect_ro ______ Alarm Model Number 101 HW Pump Manufacturer Zoeller Pump Model Number N98 -~- Pump Must Deliver 24.90 gpm at 18.65 ft TDH Project: Radintz Mound System Page 4 of 9 EZFIow Distribution Cell Media Layout 6.00 Cell Width (ft) 1.50 Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements Drag appropriate drawing to space below. 6 ft Wide Com ® 6" EZFIow Bundle - EZ0601A, 5 or 10 Foot Lengths 12" EZFIow Bundle - EZ1203H, 5 or 10 Foot Lengths 5 or 10 Ft Lengths 12" EZFIow Bundle - EZ1203HP , Q 4" Distribution Pipe With Pressure Lateral Inside ~ Turnup Enclosure - - - - Lateral Distribution Cell Ptan View Layout -Typical 6.00 Cell Width - A (ft) 75.00 Cell Length - B (ft) Center Connection Lateral Layout Diagram Drag appropriate drawing from left to space below. Force Main ____„~ ' 6 ft Wide End Manifold Project: Radintz Mound System Page 5 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Weis Septic Systems & Soil Testin Phone 715-458-0740 POWTS Regulator's Name St. Croix Co. Zoning Phone 715-386-4680 System 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 1029 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Freauency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins ect and/or service once eve 3 ears Should inspect and clean at least once eve 3 ears Test once eve 3 ears Should test monthl Laterals should be flushed and ressure tested eve 1.5 ears Ins ect for ondin 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 EZFIow mound component manual. 2. Dispersal cell media conforms to EZFIow products approved for use with the EZFIow Mound Component Manual approved 6/3/03. EZFIow media is covered with an approved geotextile fabric. 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. Lateral Turn-up Detail Finished •........... • • ................. ............... Grade ~~ 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Lateral Ends at Last Orifice Where Variable Length Cleanout Begins EZFIow Media ~--Distribution Lateral _~~ 2.06 Feet ~--- Lateral Cleanout -- Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Radintz Mound System Page 6 of 9 Mound Sys#em 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 [EZFIow Mound Component manual 6/3/03 and SSWMP Publication 9.6 (01181)] 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 souk! cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet finer shall be cleaned as necessary to ensure proper pperation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1 /3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. AAound an„~, Pressure pi$tribution 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. Cold weather installations (October-February) dictate that the mound be heavily 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 BODS, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice Dogging has occurred and if or~ce cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be cheDced 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. Continoencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Radintz Mound System Page 7 of 9 • , LL PUMP PERFORMANCE CURVE MODEL 98 2s ~ g ~ 20 x a 15 z 4 r 0 ti 10 0 F- 2 5 0 10 20 30 40 50 BO 70 80 GALLONS LITERS 0 80 180 240 FLOW PER MINUTE TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 98 Feet Meters Gal. Liters 5 1.5 72 273 10 3.0 61 231 15 4.6 45 170 20 7.1 25 95 Shut-off Head: 23 ft.(7.Om) 009971 r. I ir.~z L SK1102 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical alternators, for duplex systems, are available Double piggyback variable level float switches are available for with or without alarm switches. variable level long cycle controls. • Refer to FM1922 and FM080ti for temperatures above 130°F. 98 Series Control Sekectlon Model Volts-Ph Mode Amps Simplex Duplex M98 115 1 Auto 9.4 1 4 N98 115 1 Non 9.4 2 or 3 4 D98 230 1 Auto 4.7 1 4 E98 230 1 Non 4.7 2 or 3 4 SELECTION GUIDE 1. Integral float operated mechanical switch, no external control required. 2. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to fM0477. 3. See FM1228 for correct model of simplex control panel. 4. See FM0712 for correct model of duplex control panel or FMi663 for a residential alternator system. For information on additional ZoeNer products refer to catalog on Piggyback Variable level Switches, FM0477; Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Sump! Sewage Basins, FM0487; Single Phase Simplex Pump Control, FM1596; Alarm Systems, FM0732. O CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA). "Easy assembly" (pump & dscherge pipe not inciided.) OPTIONAL PUMP STAND P1N 10-2213 • Redut~s potential clogging by debris. • Replaces rocks or bricks under the pump. • Made of durable, noncorrosive ABS. • Raises pump 2" off bottom of basin. • Provides the ability to raise intake by adding sections of 1'/s" or 2" PVC piping. • Attaches securely to pump. • Accommodates sump, dewateling and effluent applications. NOTE: Make sure float is free from obstruction. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P.O. BOX 16347 Z ® Louisvl6e, KY 4 0256-0 34 7 M~tufaclurers of.. 1 SHIP T0: 3649 Cane Run Roed ~~G~~1L:W ® Loulsvilk, KY 40211-1961 lfvaurrP~w,PS SpcE /9.~v',. www.zoeffer:com PUMP !O. (502) 7 x(502) 773624 -PUMP © Copyright 2008 Zoeller Co. All rights reserved. g ~q a' Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in accordance with Gomm 85. Wis. Adm. Code 2154 Page 1 of 3 A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8% x 11 inches in size. Plan m ~ ~ County St. Croix include, but not limited to: vertical and horizontal reference point (BM), di Parcel I D percent slope, scale or dimemsions, north arrow, and location and distan a . . 4- 56-40-000 Zd , Please print all information. Revie By ate Personal information you provide may be used for seconds ses Privacy Law, s. 15.04 (1) (m)). ~ ~ ~ ~ 4 l Property Owner Property Location Matt H. & AngelaM Radintz Prop. Govt. Lot SE 1/4 NE 1/4 S 27 T 31 N R 15 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 216 5th St NW Na Na City State Zip Cod City ~ Village ~ Town Nearest Road Clear Lake ~ WI 54005 (715) 263-4130 Forest Co. Hwy P !,~/ New Construction Use: y~ Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ~ Public or commercial -Describe: Parent material Glacial Till Flood plain elevation, if applicable Na General comments and recommendations: Site suitale for mound with 24" of ASTM-C 33 sand placed on 100.00' contour. System elevation to be 102.00'. s~ 1 y d ~o . ~'~ ~-t - .1~ ~ ~ Boring # =-~ Boring l Pit Ground Surface elev. 101.57 ft. Depth to limiting factor 25° in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10yr3/2 none sl 2fsbk mvfr cs 2fm,1 c 0.6 1.0 2 5-13 10yr4/4 none sl 2fsbk mvfr cs 2fmc 0.6 1.0 3 13-25 10yr4/6 none sl 2msbk mvfr cvv 1fm 0.6 1.0 4 25-39 7.5yr4/6 none sl 1 csbk mfi - 1 vf,f 0.4 0.7 All horizons contain approi,atley 20% stone & boulders. Boring # -~ Boring ~] Pit Ground Surface elev. 96.37 ft. Depth to limiting factor 12~~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ffz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10yr3/2 none sil 2fsbk mvfr cs 2f1 me 0.6 0.8 2 5-12 10yr4/4 none sil 2fsbk mvfr cs 2f,1m 0.6 0.8 3 12-18 10yr4/4 f2f 7.5yr5/8 sil 2fsbk mvfr cvir 1fm 0.6 0.8 4 18-35 7.5yr4/4 c2d7.5yr5/8 grsl lcsbk mfi - 1vf 0.4 0.7 * Effluent #1 = BOD S> 30 <_ 220 g/L and TSS 30 < 150 mg/L * Effluent #2 =GODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evalua ' s Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 4/10/2009 715-248-7767 Property Owner Matt H. & AngelaM Radintr Prop. parcel ID # 014-1056-40-000 Page 2 of 3 Boring # .-1 Boring ~/ Pit Ground Surface elev. 98.10 ft. Depth to limiting factor 13" 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 1 0-5 10yr3/2 none sil 2fsbk mvfr cs 2f1mc 0.6 0.8 2 5-13 10yr4/4 none sil 2fsbk mvfr cs 2f,1m 0.6 0.8 3 13-18 10yr4/4 f2f 7.5yr5/8 sil 2fsbk mvfr cw 1fm 0.6 0.8 4 18-31 10yr5/4 c2d 7.5yr5/8 sil 1msbk mfi - 1vf 0.4 0.7 ^ 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 PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # -~ Boring _j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Shucture Consistence Boundary Roots P 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 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. ssn-s33o (x.o~/oo) A.C.E. Sal & Site Evaluations ` , 8 ,~ ~ ~~ ti i @~ t ll ,~ ~ ~ ~ i~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ \ \ ~ `~ \ ~ ~ ~ ~ ~ ~ ~ ~ >"°~~ ~~ ~ ~ ~ ~~ 6/ t~~ok5~ ~ ~ \\. sy stem ~~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ \~ ~~ y `. ^ [32~ 56~~ G(ICl/G(Q'Udn~i~ ~ EXi~ ~i n~c c~/'an/e e,le.d' ~ „ ~. Qe J' ~,Z,CS 5/ Q ~J0.4c~es * /o~,a.,¢rc/in SE~AEff! Fresf, S~• creiX fcy ~,J/, ~~. aoiy-/os~-yo-~ ~~ r ~o ~~ a x, n, ~ Elcv; _ /off. u0 ' ~ ~~ '~ ~ iao'* -~i --~ ._ '~ Inc- ` : TNaf'/x/ru)cv~~~a~e. ~ -. ~ . f/wy f~ W r /~ 3oF~ ~' Parcel #: 014-1056-40-000 05/05/2009 01:23 PM PAGE 1 OF 1 Alt. Parcel #: 27.31.15.420 014 -TOWN OF FOREST ST. CROIX COUNTY, WISCONSIN Current X] Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O - VOELTZ, ALICE A ALICE A VOELTZ 2943 200TH AVE EMERALD WI 54013 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description SC 2198 GLENWOOD CITY SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 39.790 Plat: N/A-NOT AVAILABLE SEC 27 T31 N R15W SE NE EXC W 7' OF E 40' Block/Condo Bldg: FOR HWY Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-31 N-15W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 1063/604 PR SUMMARY Bill #: Fair Market Value: Assessed with: 2009 Use Value Assessment Valuations: Last Changed: 10/18/2005 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 39.000 3,100 0 3,100 NO UNDEVELOPED G5 1.000 100 0 100 NO Totals for 2009: General Property 40.000 3,200 0 3,200 Woodland 0.000 0 0 Totals for 2008: General Property 40.000 3,200 0 3,200 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 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND o IOWNfERSHIP CERTIFICATION FORM Owner/Buyer ~~ C~ Q~aG1 i f\'C? Mailing Address a I ~ ~~ s~ • N W , ~~ 2c~ ~ ~q Inc wZ ~ ~/00 ~ Property Address City/State (Verification required from Pl}nning & Zoning Department for new construction.) Parcel Identification Number ~ I it -, l (7 ~ ~o - ~/O- oOb LEGAL DESCRIPTION Property Location ~E t/a , ti ~ t/a ,Sec. oZ 7 , T 3 j N R 1 ~ W, Town of ~~ F~St Subdivision ,Lot # Certified Survey Mapp # ,Volume ,Page # Warranty Deed # D ~ ~ ~~ 7 ,Volume ,Page # Spec house yes no Lot lines identifiable yes 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. 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 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. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe amlare the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms a~~ V'` SIGNATURE OF APPLIC (S) S'/ ~, / 0 9 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) SEC. 28. TStN, R761N N'rL 560. T ~ _ ~"' ~ ' !' I ~~ I Y I x I ~ ~ a I ~ m ~~~ i ''~ i ~~ r~' T3tN, R9 &W SX SEC• 21, T31N, Rti ~~ II a j~j ~~ jI I iii ~) ~~) lil 4s ~ ~ i S„' ~ x ~ i4 ~ ~ ~ ~ o ~r I ; ~ o III ~ ro I ~I I ~~ ~ ' ~ ~I '~ ' ~ I I • n I I~ I' I I (3 € I~1 I III 1 l -- - -~lll 1Gib'Ni¢t'9Z'~eSk8 Mfiib'NLR.I'SZ'~3SSLN N191!!'NLSJ,'CZ ~- pr~~eutiy ~,prrex. 3oo~r~. SoL,.~~. 4~_ rtiol~Hit~r< proper+y (.: d- re~+~ (y a c rl7ss 80lZ0 3Jdd a31Nf10a tiC 9 ~n ~~wO ~~ ~ ~A O N m n N '~i V -.~ W ~1 C3~ ~• owe 14 t,c. _-C.~.y. (1.a, p - . ~ i ~ .-.-- r ~ . .~. bt8£-9bZ-5tL 50~tt 600Z/90/50 State Bar of Wisconsin Form 5-2A03 ~ ~~i~i~ iii~~ ~~~i~ f«i~ ~~ii~ iiiii iiii i~i~~~ ~ii~ ~i~i * $ 9 3 8 0 9 1 PERSONAL REPRESENTATIVE'S DEED ~~~~~~ no«nne~Nnmber Doeamentxame BETH PABST REGISTER OF DEEDS T$IS DEED, made between LaVon I Cssseitias ST . GROIX CO . , ~!I RECEIVED FOR RECORD as Personal Representative of the estate of Alice A. Voeitz 04122J2009 1 D :30AM PERSONAL REPRESENTATIV C'Decedent'~, ("Grantor," whether one or more), and Matthew H. Radintz and EXEMPT & Angela NL Radfntz, husband and wlte ss survivorship marital property, REC FEE : 11.00 TRANS FEE: 264.00 ("Grantee," whethc oat or more). Grantor conveys roe Grantx, without warranty, the following descnbed real estate, PAGES : 1 ~~8 ~a Wgether with the rents, pmfits, fixtures and other appurtenant interests, in St. Croix Cowrty, State of Wisconsin ("Property^) (if more space is NamoandRetmnAddhac ~ ` d L Lfdea ~~ ( ~,' I~ L S needed, please attach addendum): The Southeast Quarter of the Northeast QaarTer of Section 27 Township 31 . a R, 31' C C~ Laden Dobberrtflil, S.C. 4+GYYrn'~ r t~ , North, Range IS West (fm the Town of Forests St. Croix County, Wiaconsm, P.O. 137 ga~~ 548 S ~$ l Z except the West 7 feet of the East 40 feet for highwaq. OI4-lO5Gd0-t1A0 Parcel IdenAfic~on Number (P1Nj This is not hanrestead property. Cdl (~ not) Personal Representative by this Deed does convey to Grantee all of the estate and interest in the Property which Docedant had immediately prior to DecedeaPs death, and all of the estate and interest in the Property which the Personal Raptesenlative has since acquQed. Dated _ ~~~~- ~~_. PER~SO~NAjL~REPRESENT~/ATIVE:~-,_ af~U~( r!jrr~.~.~~.,.~..~ ~(a~) (SEAL) * LaVon J Cass • Signature(s) AUTB~NTiCATION authenticated on ACKNOWLEDGMENT STATE OF WhIS~C,,O,NSIN ) tom/ G ~ ~ COUNTY j ss. Personally came before are on G' ~ -~ s - c 9 the abovo-nameci LaVon J. Caasellina. as Personal . TITLE: MEMBER STATE BAIL OF WISCONSIN resentatirve of the Estrete of Alice A. Voeltz . ; •''• ~'g ' n ' Clfnot, to me known to be the person(s) who ex ; orego~i :'~ '~. sutlwrized by Wis. Star 706.06) instnrmeat and acknowledged the same. r ' " :. ~ C~j>~~ , - V' THIS INSTRUMENT DRAFTBD BY: , :r? Herald L.I.fden (WSBHtIl00T/01 Lidm & IMbbertahl, SG .ia~- - ~:.,, ~ ~ P.O. Box 137, Barron, WI 54812 otmy Pub&q Stan WISCONSIN l ; ~ t My commiaaion C~ P t) C~P~i~'~ /11' - (S1pna0tres may be satheatrcatod or ackamdedEed. Both are ant necessary.) ~ ~`a ~, NOT& TES IS A STANDARD FORM. ANY MODIP7CATION TO IBIS FORM SSOTJLD BB CLEARLY IDENI7FIED. PERSONAL REPRESAVTATIVE'S DEED C2D03 STATE SAR OF WISCONSIN FOYtMN0.5.2@a3 -. 'Typo came below ai~a4aee. INFO•PttO*' lapel Faae • L8071 • kQop.mm 1 ~`'" 1 I } rte.' ~ ~~~~`' T ~~ ~:. 49 v. 1 ~ ~'Lr ~ I I ~ ~ I I ~ ~ I 1 1 I ~n'~ 1 I 1 .. - ---_ ~i-..---ii-___- If ;; ~ II I I 11 _ _- \YL, II 1 C---" ® ® ® I I II 1;__-__ I(--_'- D ~ I I ~ ~ I 'a _z II 11 I 1 ll"--__._. ____ 11 II _-__ Il-____ ~• •_____ ~~ I I ^ ^ ^ ^ -___-l Ll I I ^ ^ ^ ^ I r------------ ^^^^ ~, II I 1 Il_ ^^^^ ____--~ ~ II rl ______-______ g5~ I1 S I 11 II ~~ I1 S ~4 1 1 1 1 1 1 ~ ~ 1 1 I I ~ l y ~~ ~r«~~~ I ~ 1 ~ ~ n ~ ~ygygg ~A~ ~~~ $~ ~ pp ~W8 ~.. ~i~i ~ 4 ~ c..o.y oW,..u .lanb, IKwe~~ =~ a,: ~ I~ ~,.~~~...r .~. u~p,w acaLE: ae NoTm Dare: aaoa oRawNr>• 0 nl ~ ' lArrow 8uiiding Center "UeyendpbililD lroa Ibe ground ny" ~-wee-~p~I~I,~,...~bb.~.~M«r~..p~.~~. Pq p'"Rw~ eoMweun3 ur .weave cbptteal M bl ~iw a fuw ~I++ rb wloim. rl l ~ DRAWN BT: gaM PRaTT REVIam: 4104! ~ 0~ ~ ~i, ~IVIaIOn of COn6Olitleled LYTDef COITyeny ~ ~ Ibuu u w pJolia eiq~j blwp.xx i. mt a owrk natl. rw ars r e.txry vdw cc. p m a pl.. im 'al. b4.p: n u a. CLIENT: M6Ti RaDNT2 1 I I I I I I I 1 I '~_____ fl____ I(_____~______ 11 II II 11 11 II II r II 11 A ~ i D C'0 ii b-Di 2 i; __ _ _ ~ l II j} _ _ ~ i I I -- Q•t:~ D ---- ;; ~ d'4 •I I 11 II ---i• II 11 I II 1 11 li_____ II 11 •~ _____ '~~'~' 11 as a ~ •• ~g9 I I 1 1 I I j~ I aii ~66 ~ ~ ~ ~ ~ I i ~,«~_~ 1 I 1 .em~W... ~ I g`ap ~~£ pp ~~ 8 ~A ~_~: ~ ~ m.pAy m» AI ngn~., iC~:g W , rv. I~wW w, coryyvui ~ biygxn. I P =~ 8G4LE= A9 NOTED DATE: 3•XJ9 DRAYRN y (,gyp '~I n{ Arrow Building Center ^u.as~msuirl ~ or, ra. a.,,~.a ~P,. ~ ~ w ~ a ~-~~•~~ I~~^«b b~ >~-~w~„ ~°." v~ d ~ a>.1:,,.1~.9 ,b..~:,,~W» ~~ M w b..F.~ > r~o» ~.. ,b. .M rte i DRAwN e.: ~sl+ ~earr Re.~l~m: A-:o oe 2 OF 5 ~ ~r.~:~i Diroision of ConeolioateC lum0er Company q M e. . P :~w a~ ~, w,. » Pwn~, ei.ply w. n ~i« ~ pl.. bW~q~:n ~• »r • ~ .+~ ro. bw . derMw ~ n us.. GINMT= 11ATT IwniNrz ------~ .._~.__~.....,,.~ Aga ~,~~ ~.=a~~.~=___~ ~ ~~ ~ ., a ~:,~ i z... . . ., _ .._i t. ~~ ~AV. II F l=OUNDA710N PLAN srx~: v.. i a ~^P+tl w..,ii ~tqx.. C ~~~b:oa u.~w u. cmv5~'+' w ur bwgv.xxe SLALE• AS NOTi~ DAiE: 3}09 ~ DRWUMG~ Arrow Building Center aµ~?'^=--^-b w."~"~~°'" ""`°1i b1i'r""`°r'°°'r'^^„~~ vRAwN er: aoaw riearr REVI6®:a-zorn rovrebaaa;ry/.,. rs, a.,r..a .r-' _ nwi a. ~w ~.u,:.,.~,~ b:..,,,~~.,. wp~r.~ ~. ,,:. a~..p.,M a ,~~ wr.. ~ 3 OF 5 A owlslon o/ Comcoeoetao lumoer Com ~ ~ , ~...:.b. rd t,..:be.n,.b~~,w~y n u a~.~mte r w r~~ .n. m pa a~ Patty be::q,tn OLIENI': MATT RADMTZ 3 ~=====a=====a===== " d q ~~ ~, t b [ 8 ~. ~ . n " ~ 'e S < ~~ t r b't ~ *eiu e®aobn 8~ ...~ ... { . r : ~ : : i GREAT rsOaM ~ - : : .x 1 i ~ a ~ ~ ~ : • 7 i ............................"_ e K1iCHEN Q ~ i o,e:w a r :r r _________... q d '$ ~ >L^J~. ~ 4 .. d ... e . ~_ .__ ~ ...,m'w._ 3 • t r n•w r 1 r ~ coin ay:'., • ~ D 3 GAIeA6E ~ F v A 6 ._ __ _~~ a MAIN FLDOR PLAN rw aaunes ~ u ~uwc•~iec.uau.. rcu we rae miwae. nom. cw.o ids.d waav cerpay aw sii +gM.. 1 ~'grt. a w wu.pdd. ~ ~ SCALE: AS NOTED DATE: 3?09 DRAWMG• A ArrowBuildingCenter "IJepeadebilr~T J a. Ibr beaaad up= ~ e•w. u.a d arleapienera.udwW.a,a.g....,. ,,.p.,.>r~eeri~~~.M cw.d d•ud i °'dO^~ ° p"'P°"• or m.RUC~ u.. wueeu. d•pe~.o in W b ~ e iee~ *rv ~•neA e u u u bu n . i d ~ Di@AWN Br: JOSH PRArr NEVIOED: ~-~O-0S ¢ O~ C J Olvia on of CrnsotiCaled Lumber Co mpenY . v..e p~c x. .r~ ~ pev ee ps~ c, a e:.p y °^'~ a w 'P diuep~m i. nx . wa.t nee. ro n:r. a, e.ntid wdr n us. CLIENT: nan RADINTZ 0 y y ~p >°gs s5 z I I I ''I{~'' ~~~,.I ~t I Y~ F ~: ~ ] t t~$y 6 ~ i~ ~ 4 d'~~ es Y E 5 B ~ S g ~~~°s~~~ ~ .~~ a i fiy a~~~ BB ~ [[s., ~i8~ ~ a h ~ ~ gg :~ ~ n~ $~ i~ S& ~~ b~i a~~ a ?S §E s ~ E D RF e ~@ m o z ~° p ' 9 ~ F ~ ~' ~ O 44 ~ ~ _,}~y 1 ~,Q 1 ' 2 ? ~^ d F 6Z `~ ~~~ n to i ~~ _~ ~~~~ o E SS ~~L ~ E FEE c ~~ ~ Z ~~ ..-----s- ~ ---- ~~~ @~4 I I I I i i i i oBi ,„. ~~ Cmwibwad Iwbm La.ps y a... ni ngnb, ~n:i.du9 ' =^GY~9'^• a ua bI+wP 9GALE 40 NOTED DATE: }1-09 DRLYYNG' A Arrow Building Genter »~ ~~-'• ~'•~ ~~ N ..,... eN • . ~ b~' a ^~ P~~ ~ ~- DRAWN Br JOSH PRATT REVI6ED: 4I0-0] "Oeplndxbi7ilY fixm 16e grxuwd xp" oI n~ed , °'w'°^°' w p.pe.ery eonwnxy rM .u:sbev tlep bwwprna w .Imw aNn ib a i„ ors ~ m rae: ~ : L O~ :/ Division M CoMdidaleC Lumbef Com an D Y p b nx r.~m .w. ~ nu. ~u.d o~y n uac~..nwn ntp ~P~'" GLIENT: MATT RADINR s FF I I € I I e 9 [ r `" e ~~ a 6 ~ 3