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Home My WebLink About020-1466-17-000 Co CA w v so C 41,_ 5 m A r W n y y 3 0 0 0 o e CD o 3 f.1 N - O Scum CD 5" (inches) m N C O. !it.) c0 1 Sludge m 1 c. 0 0 H m (inches) m A- a m g ! -_s, Z m z 3 Pump m A 3 -0 0 cn O WWA ct O O Tank c) 9) r. O 0 0 9 Scum i -I " r n (inches) m r 3 ~es rn N N Sludge e m c, rr 0 Cl) inches 3 3 a � H O (inches) - m n z z z Pump 02 q o C O O 0 Tank -< < -< Filter -9 m w c -q rn in in CD co w Cleaned 4 3 01 p v 0) .* at N -0 n O () Tank `< CO N CO ID Contents 0 1:4'. 1,4 G C 0 0 —I co #53 2 c a °o et Cn v (9.7 Amps) tp 4 a m - N 0 3 -.0 0 O O O Pump s * - 3 0 O n 0 O O O Alarm a s CD O 0 0 Level Distribution Box XI C) 0 O 0 o South end 3 C rn o o 0 North end D eg s " 0 0 o South end 3 O 3. a N 70 0 0 0 North end 3 ra at 0 o o South end 3 O - C) IV S 3• . 3 co O Co) V o 0 o North end 0 0 s - C o o o South end 3 G 3-• C A 0 0 0 North end Oe..re 0 0 CD South end a 3 -' m 3' CI: al 3 3 0 o o o North end a 2 s " 'X Cl) rn in CD POWTS Operating Properly C o at l Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Buildi;g Division INSPECTION REPORT GENERAL INFORMATION (ATTACH 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 Richmar Industries t_LP Hudson, Town of CST BM Elev; Insp. BM Elev: BM Description: ~ , G~ ~ >~ w~ ToNK INFnRMAT1~N /1 TYpE MANUFACTURER ~r~j CAPACITY Septic '~,~ ~0 i }"' ZOd~ Holding ~d 1,. ~S f 3L I' 11s~ TANK SETBACK INFORMATION TANK TO ~~~~ ;;LL BLDG. vent to Air Intake ROAD Septic / 7 !Cp /_ (~ •... Dosing ~li / 7 ~~~ 7~ / .? L / J _...~ Aeration Holding PUMP/SIPHON INFORMATION FI FVATI~N DATA County: $t. CrOIX Sanitary Permit No: 515224 0 State Plan ID No: Parcel Tax No: 020-1466-17-000 Section/Town/Range/Map No: 27.29.19.2979 STATION BS HI FS ELEV. Benchmark ,~. ~ ~~ Alt. B~ u of 7 ~ ~ Z ~ ~ sy Bldg. Sewer J) , a 5 9 / ~ 4~ / SUHt Inlet ~ 3, ~ ~r~ ~ 3r SUHt Outiet J 3.4 '~S~' • a3 Dt Inlet '3 ~ + 7i~ Dt Bottom ,. 14 • I Z, SI'~ • 5~ Header/Man. ~~ µ~ '1 ~ 9~ ~~ I a~ ~' 7B Dist. Pipe ~ /l. g,~~ Bot. System ~~ $ C/Q ~ $~ Final Grade ~ O g 7i ~~ St Cover ~ J 7, tz,,,, ~/s, S~ BED/TRENCH DIMENSIONS Width / 3 Length / ~ No. Of Trenches ~ ~~~ PIT DIMENSIONS ~._ No. Of Pits ~ Inside Dia. ~" Liquid Depth ~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: ,~.- /I t t 1 _ CHAMBER OR HF-r v.. INFORMATION Typ Of System: ~ /~ / ~/~/ ~ /Q~ ~ ~ A ice'" UNIT Model Number ~ rt r~/ Q ~~ ~ ~--~ .. ~ G( , I n V~V I ~~• • • •~ v ~ . ~ Header/Manifold ~ ~ ~.~• --~~~ Distribution x Hole Size x Hole Spacing Vent to Air Int Length Z~ Dia ~ Pipe(s) ~- Length ` Dia ` Spacing ~- \ ` C/~ S .. w.. w~ar~e~ .. u.......~ n. er_r-.one xvcrnmc i ~nw VVIL. vv ~ V.~• Depth Over n r wao anv v]vav...v v...~ Depth Over --._ ._._~.-~ -_ - -- - - xx Depth o • - xx Seeded/Sodded xx Mulched Bedlrrench Center ~ Bed/Trench Edges ~ \ Topsoil I Yes Q No Yes Q No COMMENTS: (Include code discrepencies, persons present, etc.} Inspection #1: / / Inspection #2: ! / Location: 742 Sterbenz ve Hudson/,'W'I- 54016 (NW 1/4 SW 1/4 27 T29N R19W) Hudson B~usiQn~QssCrenter'0 of 1 reel No: 27.29.19.2979 1. Alt BM Description = ~~ ~-~`O1"""~ ~J'~''~"' """"~ v a~ ~~~ '~ ~` ~O~.~J 2.) Bldg sewer length = ~~ P,d ~'.-- t""1 g~,~ - amount of cover = ~~~~ ~ t ~~ ~ r Gew~-~ )-a¢.~ ~O G. Plan revision Required? ~ Yes ~No ,3 '~ ~ ~b Use other side for additional information. Date Cert. No. SBD-6710 (R.3/97) ~+~u wo@~1o~T1AA1 QVQTCM Gomrr9rCrs.wi.gov Safety arnd Buildings Division Catudy` s C ~O / K ~ 201 W. W ., ox 7162 /• ~ scons ~ n M~ Sanitary ' N (to be filled ;n by Co.) . Dsparttrtent of Commerce - ~! Z Sanitary Permit Application State Transaction Number In aceoMance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate 17 ~ 33 ~ 9 govermnerdal unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned Project Address (if differerrt than mailing address) POWTS are submitted to the Department of Commerce. Personal information you provide may be used f sin accordance with the Priva Law, s. 15.04 1 m ts. - _ _ - ,]~ n ~ ~~~ 5 " ~~ ~ I f i , ( Q G( 7,~ 1 -. . A I cat on Information -Please Prh1t All Informatio Prope Owner's Name arcel # ICI~fYII~~ /1JdNS7/~/E-~ L. /~ 10 OZO ~-~`f~O~O`~7--ODd Properly O wner's Marling Address N Locatiot- / / / J t~/'~ 1Sl"fE ~ /~ l V°~ S T E Z ~ ~T. CROP G ~ ~ t. e CI / / 7 lty vt. La City, State Zip Code ~~,(~ '/a, S~ 14, Section (7d S0~ ~ .s yd / (p o (circle cote) T~N E ® R I ; o> / II. Type of Building (check all that apply) ~ ^ 1 or 2 Family Dwelling -Number of Bedrooms /( 7 Subdivision Name Block # /-~ DS ©iU Q t,lS !N ES.S ~ N 7E Public/Commercial - Descn'be Use Th~t,~~f°y C~ ~tJ7't,~ ^ City of ^ State Owned - Describe Use CSM Number ~ ^ Village of 5 ~ ~! ~~~~ ®Townof /~G1.dsD~l1 ~ ~- Ce,.l.tS w III. Type of Permit: (C heck oNy one box on line A. Complete line B if applicable) '~' ~ New System L.~--- ^ Replacemeffi System ^ TreatmentJHolding Tank Replacement Only ^ Other Modification to Existing System (explain) B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. of POWTS S em/Com nent/Device: (Check all that a 1 ) 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. real/Treatment Area Information: Design Flow (gpd) f Design Soil Application Ra f) Dispersal Area Required (s Di Area Proposed (sf) System Elevation /S40 p, S 3©©~ ~ Z~ qa. ~5 VI. Tank Info Capacity in Total # of Ma facturer Gallons Gallons Units ~ New Tanks Batisthng Tanta ~ ~ ~ ~ ~ ~ ti _ ~ ,~ ~ Gi O~i ~ T' { , . sep~ orx Tank ~~ ~ ~ 3S6S a ~ ~ s E ~ c. ~. Zooo o zooo ~ , ~s~,~ c. /~ X VII. Responsibility Statement- I, the undersigned, assmne respmsibt'h'ty for hrstaQatiaat of the POWTS shown m the attached plans. Plumber's Name (Prirrt) Plumber's Signature ~ MP/MPRS Number Business Phrnte Number .~ a~ ill ~C1~ rh t ~ t~ ~a3 7l 0 7/~ - SY9-l6~ / Plumber's Address (Street, City, State, Zip Code) ~/ b /,S D~~y ~uC. ~D~~l~~t°S~7 GUI SIDZ'S . Count /De meat Use Onl Approved ^ Cltsl~rpreve \\ Petmit ~ $ ~ ~~ Date Is Issuing Signature ^ 1 ~~tt van Reas~ fot nisi 2, z3 ~ IX. Condit~gr~~~~l/Reasons for Disa vat ' --~ ~ ~ ~ Ply 3 ,~r-nu~ DDS -l-~.S a 5 4~e ~$~~ re 1. Septic tank, effluent filter and dispersal cell must all be senrtces /maintained \ ^ G~ p e~~ as per management plan provided by plumber. ~ ` ~~ ~~~ ~ ~ ~ ~.. r„~,Mp 2. All setback requirements must be maintained .J i~ per applit~bie code / onfi~ces. S ~ ~ t ~ ,D ~o Q~~ ~a ~, Gc~ ~- . Attach to eamgrlete phma far the eyeten and submit to the ouaty early m per ear lees t~n~ x 11 inches to attic p / (~~ ~ l ~ ~ ~~ ~~ ~' ~ O ..© v x c~ rt~~ 0 ,~ rc, W- W ri't n N A 4 .~] ~ rt~ ro c u 1 Z rt. i . i v „~ L s ~i 2 0 ri -~ ~. Z -C `- ~0 ~ ~ ~ ~ m r, ~„~ f-> R, ~ c w a ~ v ~ ~~, fia ~) ~ ~ 7 N Z ~~ to -{ cr ~ n Q I ~ O L n ._C ® D y ~~ ~ ~ .~ 3 ~ ~ ~ v ;, N tT1 esa I ( ~ o ^ ~ w ° ° `' -~ r il Z _ ~ .,6 ~ . r r ~; d - ~ G~ ~' N ~^ ~ i ~ ~ a o v O w ~ iij11 jr~ m \ - ~ T` ~ VV __ c, 6~ l!~ : : i ~ ~ ~ ~ rt5 ~ ~ rt rn ~ ~'C C ~ ~ o X A - ~ •~ ^ r - 3 ?.~ ~~ 7o i rn~ rn __ _ _ _ _- _ N -. _ ~ ~ - - - - ~ _ ~- ,~ ~ ~ ~ ` ( ~ ~ ~ ~'~ ~ tS~u~' ~-c- ... ~ , _. C!J 2~ ~~ r.' r ~ ~ rs, In v ~ ~ `I < ~ ~ ~ ~ o ~ c I - - - -' --" - - ~ - I T~ J r'4- _..~---.~-----_ _ a~ ~ ~s "-. ~ ~ (T ~ T a ~ ~ ~ ~ o •` ~ ~ .,b ~ N fl'I ~~ ~ ~ 0 i r e ,~, ~_ z O "~ N O r ~ L ~ "I `~ .G ~ s s m m n~ y p )"1 ~ 0 r ~~ L ~' N ~ ~- ~ ~ F '~ c n, +C: ~Ni~ ~©~ ~.Sb? Q m 1~ ~ ~ ~ a ,,, N 4 o u~ ~ 43 ~L 2 W 2 \y) a J J v tilt 4. ,~ h d Cr Lr w ~ I 3 ~ ~-; ~ 3 ~~ ' ~ i ~ j 2 ~ ~ Z J Z Y I V N ~~ Sl ~ ~ ~ ~ J J T M M ~1 a M t1 k ~~ i ~ ~~ 4 N '~ A. u 4, ~ i~ ~ 2 9t t.! ~ c V OC ? ~ - ~ O J ~ ~ ~ \ N ~ J ~ ~~ `L u, U.~ ` • lC ti ~ ~ r.. ~ ~ ? :, :. ~ ~ ~~ 1 ~ V' ~ ~ ~" 4 ~ ~ ~ ti, a 40,. ~, a ~ .~ J ~ n~ ti Il ~l ~ M = 2 J ~ W Ll ~ } II ~ v 1!1 o• N ~ ~ v U ~1 ~ ~ J ~ ~) ~J ~.Ll 4J ® 4 v ~ I~ ,1, u. 4 4 4 ~ ~ ~~ O 1 ? ~ W ~ ~ ~ ~ `~ - .Y .-- .n commerce.wi.gav ' ^ ^ ~scans~n Department of Commerce Safety and Buildings 10541N RANCH ROAD HAYWARD WI 54843 Contact Through Relay www. commerce.wi.gov/sbl www.wisconsin,gov Jim Doyle, Governor Richard J. Leinenkugel, Secretary January 13, 2010 CUST ID Na. 223760 ATTN.• POWTSInspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/13/2012 Identification Numbers Transaction ID No. 1753349 SITE: Site ID No. 753995 Special Childrens Center / Richman Industries Llp Please refer to both identification numbers, Sterbenz Dr above, in all cones ondence with the a en Town of Hudson St Croix County NW1/4, SWl/4, S27, T29N, R19W FOR: Description: Non pressurized in ground system, 20 employees, 50 patients, 10 floor drains Object Type: POWTS Component Manual Regulated Object ID No.: 1252535 Maintenance required; 1,500 GPD Flow rate; 162 in Soil minimum depth to limiting factor from original grade; System(s): In-ground POWTS Component Manual, SBD-10705-P (N.O1/O1); Commercial System, Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes 'Q.d; and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed ~o.n,(t1 and located in accordance with the enclosed approved plans and with any component manuals} referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. ~ QzPPP~N No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, t11~ stats. The following conditions shall be met during construction or installation and prior to occupancy or use: c~~E. G Key item(s) • 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 the "In-Ground Soil Absorption Manual System" are complied with. A copy of this information must be given to the owner upon completion of the project. • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section COMM 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. • A companent specified in this POWTS design requires servicing at an interval of 12 months or less. Pursuant to s. Comte 83.21(2)(c)5, Wis. Adm. Code, if any part of a POWTS requires servicing or maintenance at an interval of 12 months or less, a notice of the need far such servicing or maintenance must be recorded with the deed for the property. If the maintenance or service notice has not been recorded, a sanitary permit can not be issued by the sanitary permit issuing agent. JOHN F SCHMiTT Page 2 1113/2010 • The gravelless system components must be installed in accordance with the manufacturer's printed instructions, the plan approval, and COMM 83 system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • The designer proposes to install an outlet filter to achieve the requirement of wastewater particle size. Access to the filter for cleaning must be provided per ss. Comm 84.25 (7) and (8),Wis. Adm. Code product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. The outlet filter shall be installed per product approval stipulations. Reminder • Materials shall conform to the requirements of COMM 84. • Surface water drainage shall be diverted away from the system area. • Maintain well and waterline set backs per COMM 83.43(8)(1). • Insulate building sewer per COMM 82.30(11)(c). 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Fee Required $ 325.00 Fee Received $ 325.00 Balance Due $ 0.00 Patricia L SI-iandorf POWTS Plan Reviewer , to ted Services (? 15) 634-'7810, Fax: (715) 634-5150 , M-th 8:00 - 4:45 pat.shandorf@wisconsin.gov ~. WSMART code: _7633, cc: Leroy G Jansky, POWTS Wastewater Specialist, {715)'726-2544 ,Monday, 7:00 A.M. To 3:30 P.M. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, material or device that is regulated under the commercial building code, chs. Comm 6D to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. ?lie term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www.commerce.wi.gov/SB/SB-Buildin~ContractorProgram.html f ~1V-GRO~IIVD SOLI ABSORBTTONSYS'T'EM FOK~ SPECIAL Cf~ZDREN C~TJTER (RIC~iMAR INDiIST.R~ LLP) ADDRESS 642 BIG~,KKEDRIV.~ HUDSON, WI 54016 LEGAL• NW % SW %527, TZ9N, Rl9W TOWIUSHIP HUDSON COLINT'Y ST. CROIX CON1EN7s Page 1 Gallons/Day Calculations Page 2 .Plot Plan & System Cross Section Page 3 c4~ 4 Septic Tank Specs Page S E1j"luent Filter Information Page 6 Dose Tank Specs Page 7 Dase Tank Infarnwtion Page 8 Pump Curve Page 9 Tru-Flow Sputter Page 1 Q &11 Management Plan Attachment 1 Soil Evaluation Report Attachment 2 Tru-flow Sputter Instructions In-Ground Soil Componentt Manual (Version 2.0) SBD-10705-P (N. OU01) By: t G~/GI Designer of Engineering Systems #1927-7 ~nally, ~~ 0~, ~; `~ Deate: December 2b, 2009 53 ,'~ Page 1 of 11 C~~TLATIQN OF GALLO~tS PER DAY FOR SPECIAL CHILDREN CENTER Special Children Center specializes in all types of children's therapy. No food is prepared at the facility. Wastewater should be residential strength. Special Children Center (Table A-83.43-1} Employees /Day 20 X 13 Gallons/ Day = 260 Gallons /Day Clients /Day 50 X 6.5 Gallons/ Day = 325 Gallons /Day Floor Drains 10 X 25 Gallons /Day = 250 Gallons /Day Total = 835 Gallons /Day Design Flow by Table A-83.43-1 835 X l.5 =1253 Gallons /Day Special Children Center (Meter Readings) l ~ Quarter 2009 2nd Quarter 2409 3~ Quarter 2009 7000 Cubic Feet 10600 Cubic Feet 8600 Cubic Feet Total 3 Quarters 26200 Cubic Feet 26200 Cubic Feet X ?.48 Gallons /Cubic Feet = 195,976 Gallons 1270 Days 195976 Gallons / 270 Days = 726 Gallons /Day Design Flow by Meter Reading 726 X 1.5 = 1089 Gallons /Day In order to maximize the space available and in trying to accommodate future expansion the system will be sized at a DESIGN FLOW of 1500 Gallons /Day. Recommend installing a water meter so water usage can be monitored. The elevation of the building has not been established at this point so a lift tank may or may not be needed, but one will be designed into the plan just in case. Pa~e3gf11 66" 86" 53" {- N Z -.:i..• m i ~ ~ ~ ~ / `~~ ~ t ~ v~ I ' ~ *' ~ ~- 57" ~ 8" ~ ~ , ~ ~ i I i'r ~~~ i ~ ~ r ~ `~ ~ ~ i `., ~ .' Z ~• • ~ ~ ~ A C C N .^ --1 D A "' A N C y Z = ~ ~ Z 2 Q o ~~ ~nA z~g c'ic° ° n o~z>±'DZ ~'4~v~r-^~o off!!! b -Ni StC/) r~ n=.. ~ ~ ~ZJA1 Uw r~~~.. •f=~'1~~ v0 ~ Dg A~ OD .p D irT~'1~'NN~V~i~ff'*i~11~ no's y~N X < m N \ N R1 < Q ~ C N V)m D~ N~ aO ~CV ~w C~ fm*t m N ~~D I m oO~wap. ~~ ° v~*1 tri =C $;; T~ o ~ Z Z o i*i -a i+l m W o ~ > -~ ~~ o° ~ z ~~~~~ g~ N ~ ~ v ~ ~ ~ o ? ~o~ o~ ~~ ~ N ~ ~ Z~ ~ ~ ~~g ~ .i ~ x ~~ N ~- m~ m o '° $ ~ ~ g ~ ~ m ° ~ '~ i o ~ ~ ~o ~ N ~ ~ ~ ~ Q ~ z ~ ~ ~ ORAMRI 6Y:SM/f ~ SEPTIC MANUAL wsna us Hw+na ~~oo+ ,eoac, w saso o~,E: a~Nt-NtY 2ooa ~~ REV. JAN. 2008 800-325-8456 ~~:wsooo--~ Page~.'nfll 69~' 57' A z 93' -~ N es. s 3' / ` II i~ ~ ~ ~~ i / ~.~~ ~ ~~ ( ~~ ~` ~ r.. ' 1 ab I ~ ~~~ ~ ~ \ / ~ ~ ~ \\ // ~ i 54' -~ • z m D x O Z~ ~ > PL~7ZC ~ nC~ n ^D~D ~?~ ~+OmpZQyO OHO v~ v Z oFrn ~ ~~~ v ~c"'i~° `D~'c~° =o~.~-, c'~ZZ~~~, ~~,rzi,~ Z ~ ~ o ,~ u~ X ~ ~ ~ rslm o Q~ ~ ~~m >m $u,~oNNV ~A ~ V7 v ~ " ~ ~c ~ ~m~ ~ ~J ~ w v Z Z ~~ c) my ~~D ~ Opp ~; ~ n ~ ~ ~ ~ ~ ~ ~o Z =~~ ~g o ~ ~ ~ ~ N n ~ y ~03 g~DNi ~ O N m = O~ cv~f ~ ~ ~g ~ ~ z m ~ ~ ~~ g gr O r ~ Z \ ~ ORAWN BY:SNff ~ ~ SEPTIC MANUAL ~cma us -nma w~r+ ~oac, w saso o~~: ,uwuurr Zoos ~ ~~ REV. JAN. 2008 800-325-8456 Fa,~:wnses-wR PL-625 Ertluent Filter -Effluent Filters .: Polylok inc. . Page S of t ~ ( Made in the U.S.A. ~ rolybk Ina 3 Fairfield Blvd, Wallingford, CT 08482 Car Tor FrM: 888-786-9685 Email: polylok.com _...___ _..___.._. _.. ......._....-_....c. ... .... _ ... ..... ............. .... .... ... .... ... ... ............ ..._..__.. _. .......__.. .. ....... _... ._ . ........._... .. ......... .. .. ..... ... .. ..... ._.................._... You an Hw: Home > Product Details EFFLUENT FILTERS Raising the bar in filter technology PL-625 Effluent Filter ~;ux~ot~ Descrf ptlon "-- EAluant FYtafs The PL-625 filter is ideal for grease trap applications. The 1/32" filtration has been shown to EXfefld ~` ~~ reduce fats, oils, and grease (FOG) ~' as much as 60% to 98%I The filter may be used in onsite wastewater systems that require a finer level of TSS removal. Whatever the ~~ a' ~~ ~~ application, Polylok has the filter for you! Dift<itMltiOn ~~ grid Ordering Information ©Request a Quote ©Related Products ~~~ Pumps. basins. Pump Stations lfld ~ $yitNnS Features Seals / QsskRts • Rated for 10,000 GPD (Gallons Per Day) ® 625 linear feet of 1132" filtration slots BaMas, Sanitary TORE 8 C3as • Accepts 4" and 6" SCHD. 40 pipe DefkCtOfi • Built-in Gas Deflector • Automatic shut-off ball when fitter is removed RRbaf Spacers Enlarge icr details Alarm Accessibility • Accepts PVC extension handle Flandles and Receivers Ideal For: Sij'lnS • Grease Traps Landscape J Drairlape Pfoducts • Laundromats • Dog Kennels FOrms 8 Clamps • Finer level of TSS removal BlRyl The PL-625 Effluent Filter should operate efficiently for several years under normal conditions before requiring cleaning. tt is recommended that the filter be cleaned every time Cq ~epfilf the tank is pumped or at least every three years. If the installed filter contains an optional alarm, the owner will be notified hY an alarm when the filter needs servicing. Servicing pnuun Filters should be done by a certified septic tank pumper or installer. Odor Crontrol Products Maintenance Instructions: Rebar~.olc and cMu 1. Locate the outlet of the septic tank. ~~~ 2. Remove tank cover and pump tank if necessary. ~~ ~~ gild ~ Caps 3. Do not use plumbing when filter is removed. 4. Pull PL-625 out of the housing. 5. Hose off fitter over the septic tank. Make sure all solids fall back into septic tank. Technical Specifications 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. 7. Replace septic tank cover. PL-625 Installation: Ideal for residential and commercial Related Products waste flows up to 10,000 Gallons Per Day (GPD). pump, Filter and Sump Basins 24" x 12" Riser instaiiatfOn inStrUCtiOl1S: Filter Alarm Panel and SmartFilter'"' Control Sxdch 1. Locate the outlet of the septic tank. 2 Remove tank cover and pump tank if necessary. 3. Glue the filter housing to the 4" or 6" outlet pipe. If the filter is not centered under Promotions the access opening use a Polylok Extend & Lok'"' or piece of pipe to center filter. PL-122 Effluent Filter 4. Insert the PL-625 filter into its housing. Poly IV High Pressure Boot Seal 5. Replace the septic tank cover. (Accepts 4" Pipe) Riser Safety Screen 20" and ?4" Stacking Slab Bolsters Contact Us for Pricing 888-765-9565 Downloads New Products Charcoal Filtration Device © PL-625 Testing Results Stacking Slab Bolsters Suspendid Solids Before & After Test Results New 1"Locking Wheel Gha~r for Wire - tt4 Ba r Q PL-625 Installation & Maintenance V Technical Specificet3ons ~~TGet Acrobat Reader Qownbad CAD Drawings http://www.polylok.com/products_details.asp?Product ID=4 12/26/2009 Pn~e, f, ~f 11 69~' 57' ~ z 93' N / \ i / ~~~ \ 1 / •~, 1 s~~' I ( ~, s '~ ~ .o r o~ ~ ~ ~~~ ~ i \ _' / I ~ ~ \\ /~ ~ i 54' A -I ~ y g z N f~ ~ A Z C C ~ ~ D o ~~ iR ~ 'i ~ ~ ~gc n oN~Z >±~z ~g~o~~~° g~~ ~ mN ~ W p~t/1 p ~~..~ ~ ~(~~ ~Ap 2p~~A~2~ ~~~ -o~o-i ~ v C>C ~ a y,n y -+ yD ~-~o ~p ~n~ CA X L ~ ~ h1 ~ O ~C ~ N~'*1 y~ ~r:`s~ N ~G ~w U1 aD NN aa m ~ ~Z C ~~ ~ A~~ 25 v vO~ w ~ v -~ H ~„ Z ~ ° v ' ~7 N ~ ~ Z O ~ ~ Z =rv ~„~ D .. ~ ~ ~ ~~ ~ ~ ~°~ g~ ~ ~_ N m ~ pg ~~ ~~~ ~ ~ .,i ~i O A ~ Srt m m ~ z ~ ~ v M A O r ~ g ~ ~ ~ m \ W1585-1AR scx.~:t 4 - t' t~v rta w-~: ~ DRAMAV BY: S1Nf ° CIICIETE SEP'~C MANUAL ~.ms us ~nma wioo+ ~oac, r~ s~~so o~~E: ,wru~r 2aoe ° ~~ REV. JAN. 2008 800-325-8456 ~rnses-~+a Dose Tank Information r Pvc T +Mitlt adapter to aocorrrrwdate a stand pipe to msasure syatem head. Adjust r PVC t3au valve to acquire s total head o! 1434 to 13 R of head. ;~ i ~I E ss per NEC 300 and -- 1 1 Comm 16.28 WAC _., . Tank componerrt is property vented Weiser Ca 2000.00 Volume 42.92 A B C Manufadurer T Gallons p ga~nch 3" Bedding un7er tank. l.ocltirg cover with warning label end k~ctdnp device and ~~ sealed watertght 4 in. min. ~_ 7 PVC 88U Valve to throttle back pump to between 20 -30gpm to meet requirements of Zoeller Tru- Fkriv sputter. Forcemain diameter ~ 2 In. Weep hole or anti- siphon device P, ump off elevation ~- 80.86ft. Page 7 of I 1 The Zoeller Tnr Flow Sputter System can split pumpod flows up to 30gpm and a 2 inch foroc train has to flow at 20gpm or awte, so by the pump corn for a Zoeller S7 pump the tread has to be betwixt: 13 and 14. S foot. To aoooniplish this a 2 inch ball valve wilt be installed oa the loop of force train in the dose tank to incancasc the head on the pump to 13 to 14.5 feu bringing the flow to betrvicen 20 and 30 gpm. A standpipe can be installed on the T on the force train loop in the dose tank as shown above to measure the bead of the system. Once the head is set the standpipe can be removed and the T can be capped. SEPTIC 8t DOSE SPECIFICATIONS TANKS MANUFACTVRER: WIESER C.P, NUMBER OF DOSES: +or-S PER DAY TANK SIZE: 2000 GALLONS DOSE VOLUME ALARM MANUFACTURER: SEPTRONICS TANIflVIATE INCLUDING BACKFLOW: 300.44 GALLgON~S~ ~~ ~~~ MODEL NUMBER: TM-1 CAPACITIES: A= 28 INCHES OR 201 1•T6 GALI.oNS ~"JO SWITCH TYPE: MERCURY B= 2 INCHES OR GS 84 GALLANS C= 7 INCHES OR 300.44 GAI.I.ONS { d1e~St,,, P~_ MANUFACTURER: ZOELLER I}=10 INCHES OR 429.20 GALLONS MODEL NUMBER: SWITCH TYPE: iHECHANI~AL NOTE: PUMP AND ALARM ARE TO BE INSTALLED ON SEPARATE CIRCUITS Il~riUM dt I<ZAXIMiJM DLSCI3ARGE RATE: 20.00 -30.OOGPM ! VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DIS'1RIBUTION PIPE: 10.00 FEET + M,II+III~IUM NETWORK SUPPLY PRESSURE 2,45 FEET +~FEET OF FORCE MAIN X ~ FT/100FT FRICTION FACTOR: ~S FEET 'DOTAL DYNAMIC HEAD = 13.00 FEET LIQUID DEPTH: 47 INCHES SIGNED: LICENSE NUMBER 1927-7 DATE: 12/26 09 cn w HEAD CAPACITY CURVE ~ ~ MODELS 53/55/57/59 25 6 20 0 Q w ~ 15 a 4 z >- 0 J 10 o j 2~ 5 0 U.S. GALLONS I 10 20 30 LITERS ~ 0 80 FLOW PER MINUTE 40 50 ~-_ 160 oosas7 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Variable level float switches available. • Variable level tong cycle systems available. • Available with special cord lengths of 15', 25', 35' and 50'. • Alarm systems available. • Duplex systems available. Single Seal Control Selection Listings Model Volts Phase Mode Amps Simplex Duplex CSA UL M53/55 & M57159 115 1 Auto 9.7 1 -- Y Y N53/55 & N57/59 115 t Non 9.7 2 3 or 4 8 5 Y Y ' BN53 115 1 Auto 9.7 - -- Y Y i ' BN57 115 1 Auto 9.7 ---- N Y ' 8E53J57 230 1 Auto d.8 -- Y Y D53/55 8 D57/59 230 1 Auto 4.8 1 Y Y E53/55 & E57/59 230 1 Non 4.8 2 3 or 4 8 5 Y Y Si^91e W99N~~ swdch included. Pale fi pJ' I I TOTAL DYNAMIC HEADjCAPACITY ~ - PER MINUTE EFFLUENT ANC DEWATERING ' ~~ `: Model ~ 53j55~57/59 ~ Ft. Meters Gal. Ltrs. 5 1.5 43 163 10 ~ 3.? ~ 34 129 - 15 4.6 ~ -- 1g 72 Shut-off Head ~ 19-25 ft. (5.9m) i 1c -~ 3 3/32 SELECTION GUIDE 1/2 -11 1/2 NPT s/16 16 SK85a 1. Integral float operated mechanical switch, no external control required. 2. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. Mechanical alternator "M-Pak" 10.0072 or 10-0075. 4. See FM0712 for correct model of Electrical Alternator. 5. Variable level control switch 10-0225 used as a control activator, with Electrical Alternator (3J or (4) float system. O CAUTION ForinfortnationonadditionalZcellerproductsrefertocatalogonPiggytrackVariableLevelFloatSwitches, FM0477; All installation of controls, protection devices and wiring should be done by a qualified Electrical Alternator, FM0486; Mechanical ARemator, FM0495; Sump/Sewage Basins, FM0487; and Single Phase licensed electrician. All electrical and safety codes should be followed including the most Simplex Pump ControVAlann Systems, FM0732. recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). 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 ` Loulsvdle,KY 4 0256-034 7 Manulacturersol.. ~ SHIP T0: 3649 Cane Run Road LG%! ® ~~ ® LouisViUe, K1' 40211.1961 QVi1UTY PUMP9 ,JiNCE 19,99 httpJ/www.zceller.com PUMP !O. f502} 7 ~~ ~~2j ~800~~~ -PUMP © Copyright 2002 Zoeller Co. All rights reserved. i ~?Y PUMRB ~iYCE ~~~i! N Product information presented here reflects conditions at time of publication. Consult factory regarding d~srxepancies or inconsistencies. Page 9 of 11 SECTION: 3.20.145 FM1730 ® ~ Supersedes PU/-ilP !~ °~` IfAdL 7i7: P.O. t~X t6347•Louisw"7e, KY 40256~004T VISItf OUf W@b S%t@: Std~T~: 3649 Cane Run Road • LouisvfNe, KY 40211-1961 WyYW,20811/@1:COift (502) 778.2731. 1(800) 928-PUMP • FAX (502) TI4-3624 50~1~ ON~SRB NI1878WA~ P90DOCT8 ~~t~„~,~ ~~,~e ;f ~ Stnrdy polypropylene box ro with~and feost heaves, heavy 4".riser easily attaches to ~ ~ loads, and cx>a~ion. ,-s~suy inspe~ az-d ad.N~t ~~~` Bubble level die diverGer. a` included for ~.:~ ,~~. ~~- inatall~ion and service. y .: r ~~ ~ ~~-. `~ ;'`' . Can be field adapted Diverter coq acpttatiely split from 2 to 5 outlets. ~'~ ` gravity Bows down'oo 1110 gpm and pumped flows up to 30 gpim such as etshanced i~w . or fiood`dosc systems. =~._ . ' ~ ,~,, ~~-~ Lightweight for q~nck and easy i~tallafions. oRn~t rlvtKS~s: PlN 173.0001- Tn~-Flow Splittez 3Yst~n (Stas~dm~d with 4" Schedule. 35 pipe seals) ~ P!N 173-0005 - 3" pipe seats. T~ irniovative sputter system will: evenly split effiueot into :two (order in addition to 1'73-0001.) ~ five lines. It is made of two major parts: (1) the dives bin dt cover aird (2) the diverter. The patented bubble level design allows P/N 173-006 - 4" Schedule 40 pipe seals. for post canstcuctiosn adjustai~ility and maintenanc~o, t~neby saly- (order in addition to l'73-0001.} ing the problems associated with distrs'Mrti~ bax Wit. The Tn>E-Flow®unitmay settle as much as 15° front-tat~c(30°total) P!N 1'73-0007 -.Zoeller t5" diameter x 36" tall and/or 12° sido-to-side (24° total) myd, wt~ adjusted, will riser for aglitter system. Used on deep instal- evenly split etBuent. 'The 3plitter Syst~n works with love ~ lotions to aid in diverter adjustment. Height flowsaswellashigh8ows.Thisunquedesignhast>~opsrts ' ~ infield adjustable. to wear out and utilizes coaosion resis~aat materiels. ®CopyrigM 2005 Zoeller Co. All rights reserved. POWTS OWNER'S MANUAL. & MANAGEMENT PLAN !'~~e lr~ _~f l 1 d. a wcnarueTtnru r~bi. Nom. v Owner Richmar Industries Permit ~ DESIGN PARAMETERS ^ NA Number of Bedrooms Number of Public Facility Units ^ NA Estimated flow (average) elide Design slow Ipeakl, (Estimated x 1.51 1499 al/da Soil Application Rata 0 . 5 al/da /ft2 Standard Influent/Effluent Cluality Monthly average' Fats, Oil & Grease (FOG) 530 mg/L Siochem(cal Oxygen Demand (BODE) 5220 mglL A Total Suspended Solids (TSSI 5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BOD`) 530 mg/L Total Suspended Solids (TSS) 530 mg/L ^ NA Fecal Coliform (geometric mean) 510` cfu/100m1 Maximum Effluent Particle Size Ya in die. ^ NA Other: ^ NA 'Values typical for domestic wastewater and septic tank effluent. SYSTEM SPECIpCAT{ONS Septic Tank Capacity 3 5 6 5 a( O NA Septic Tank Manufacturer Wieser C . P . ^ NA Effluent Filter Manufacturer po 1 y 1 ok ^ NA Effluent Fitter Model 6 2 5 ^ NA Pump Tank Capacity 2000- al ^ NA Pump Tank Manufacturer Wieser C . P . ^ N+4 Pump Manufacturer Zoeller ^ NA Pump Model ~ 57 ^ NA Pretreatment Unit ^ Sand/Gravel Filter ^ Mechanical Aeration ^ Disinfection O Peat Filter ^ Wetland. O Other: ^ NA Dispersal Cell(s) ^ In-Ground (gravity) ^ At-Grade ^ Drip-Line ^ NA O In-Gropnd (pressurized) O Mound ^ Other: Other: ^ NA Other: ^ NA Other: ^ NA MAINTENANCE SCHEDULE Service Event Inspect condition of tank(s) t least once every: Service Frequency ^ monthlsl IMaxlmum 3 years) 3 ^ earls) ^ NA ^ NA Pump out contents of tank(s) When combined sludge a nd scum equals one-third (Y,) of tank volume ^ month(s) NA Inspect dispersal cell(s) Clean effluent filter At least once every: At least once every: (Maximum 3 years) 1 ^ yearls) ^ month(s) 1 ®yearls) ^ O NA nthls) O inspect pump, pump controls & alarm Flush laterals and pressure test Other: At least once every: At least once every: At least once every: mo 1 ~ year(s) ' ^monthls) ^ year(s) ^ monthlsl ^yearls! ^ NA O NA O NA O NA Other: 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 Bawler; POWTS Inspector; POWT6 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 call(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 combited accumulation of sludge and scum in any tank equals one-third IY~) 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. FRS )M .: KATEiUHA ~rar.•raru..~• PHONE N0. 7152474[357 Jan. 11 2010 02:27PM P2 Page ! 1 of ( ! y0atrrient tanktst for the presence of painrinp prOdpGLS ~ other cherrliCals ",u1lit' tJl' AAtO OPFRs--nor to use of the POWTS check hew the contents ' andJor darnspe the dlaParsal calltst. It hlyh concentraxions a-e detected ;1„ ~~treatrtcent process slot pry to vas. life tanletst renwv+d by a ssptage sanrldns opar '!'YSlen+,~ up altall not occur whaA sou eondltlans are ftOien st the Iniytretive surface. red the excess wastewater wW be ,! ttlfifl0 t7ower putape: pip LaAb Rtay fib about normal h3phwater wets. +.A-hen power 4s recto the oeills) ~tnd tnsY'resvR bt the backup ~ ~ ~~-4 ~E~ Se tfle dish Cell{s} Tn oris lar4s dose. overl0edN4 vsd by a Septage Servactnp Oper t To avoid tl+te shuatlon have the contents of the p~P facile 1Om° o eratin the pump controls to '''~ ' u or conuct a Plumber or POW7S Malntainar to assist In manually P 17 !;sower t0 the effluent p Mp tank. arse restore nOrroN levels within the pump DO not dfire or park vehicles over tanks snd i kph ~~tt~o Q~° ~~ a °~ pe`K over, or otherwise disturb or coen0~t''to of the ~yw{jn ffi feet down stops of any mound or a -0 may improve the pertormanca and pro10n1i tl~a •~uc~ or etiMlnation of the touowin9 from the wastewater stream • msdtcaY-ons; oil• ppWTS: „rttbtotics; baby wipes; d>zarette butts: condoms: cotton a~0 ';%a orease• he bated®s! metatscrgpsdtsintactants: at, _ f ~~ a ~ { Qespc duems~psanitarY navkinsntl amponsb.'t+rtd ~~+isoftener brine. ~~ MELT ~ shah ba taken to Insure that the system is _ A ~ pOWff'S faits and/or is D~mar-enttY taken oui of ~k~ 33°W~s~1o^si Administrative Code: ~,~y end safely abandoned in compliance with chap er , All piping to tanks end pits shalt be disconnected and the abandorued Dipe openings sealed. • The contents of all tanks and pits shall be removed end properly Ei:;posed of by a Saptaga SarvtCing Operator, • After purrpinp, ell tanks and ptu shalt be ozcavated and removed or their covers removed end the void space fined with ~, growl or another Inert solid material. ~NTIwIpF.SICIr i'd.AN . A wager meter shall Ds instaued and it consistent por-dtna o~`wr8 in the so{l abrorptton system, wader uSase shad be monitored to detertnins it usaSe is more than sysfem Is designed to handl9. At that time appropriate modifications must be rnads,(water conservation , pretreetmeitt, additbnal Soil absorption area etc.) before the syatsrts (ells or causes sa potential h~ltlt ilezerd. if the tp0 _ fans and cannot bo repaired the toilawtnil measures havo bee^, or.musc be rattan, to provide a code comptiarit repH4an-ent system: . ~ A suhabts replacement area has boon evaluated and may bs utilized for tho location of a roptecement soa absorytlon system. The replacement eras should be protected from dlsturbancs and compaction and should not be infriapsd upon by resulted setbacks from sxlstLtp and proposed stru4ture• tot Urea snd wolfs. Failure to protect the replacarnan: star M+itl result h the need for s Mw soil and sits avaluatlon to eatabitsh .a sultible replacement eras. Rsplaeors-att systems must _ eompiy Mrtc1+ the tvtas N effect st thae came. SEp'IIC, PUIi#P AND .OTHER ~~ER TREATMF.IV"fS TANK UNDER ANY CL CUMSTAN ~~! DEATH MAULTYQRESCUE OF A ENTER A SEP'TiC, i'1i PERSON t=ROM THE IN7ERlOR OF A TAfitK MAY 6t: p1FFICU4T OR iMPOSSiBIJ:. pDDtilONAt COMMEN'1 S pptiilTS tN5'l'A1.LF.R Name lPtlerN pOVV'fS MA1NTAfNER ~' dame Phone SEPTAtiE SERVICING OPERATOR (Plw1NiPE1tt LOCL.L R>:RUL.ATORY AtJTFiORLTY Nam. ~ f~une St • G;r oix Count Zon n Phone Fhone '715-386-4681) 7T~a doove~+•~K was draKed N eomp~ia~ra wltl+ ct~-ptsr Cotrun 83.2'2l2tlblftltd}&tl} sna 87.6411 I: 12) d< t31, Wtaeo+++1n Ada+L~i^t-atlr~ Cody. • , Page l l vf' l 1 ~ST~1RT UPLAND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals thst may impede the treatment process and/or damage iha dispersal cell(s). If high concentrations are detected have the contents of the tank(sl removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozon at the infiltrative surface. poring power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal celllsl in one large dose, overloading the cell(s) and may result in the backup or surface discharge of offluent. To avoid this situation have the contents of the pump tank removed by a Septaga Servicing Oparaior 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 calls. Oo not drive or park over, or otherwise disturb or compact, the area within 15 feat 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. • Afier 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. -' `` ,t _ CONTINGENCY PLAN --• S ~~ }7~, ~ G~ 17) /v C:~ 7 /'t" G ~ If the POWTS fails and cannot be repaired the following measures have been, or•must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be projected 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. gpDl'T10NAL COMMENTS POWTS INSTALLER Name Phone POWTS MAINTAINER Name Phone SEPTAGE SERVICING OPERATOR (PUMPERi TORY AUTHORITY Name Phone LOCALREG Name ULA St. Croix Count Zonin Phone 715-386-4680 This document was drafted in compliance with chapter Comm 83.22(2)Ib1(1)(dl&(f) and 83.5411), (2) ~ 13), Wisconsin Administrative Code. ~~/isconsin Department of Commerce ..s o~! ~., wwd Q.,iWinna SOtL EVALUATION REPORT in aocordanoe with Comm 85, Wis. Adm. Code #1624 Page 1 of 5 ' Schmitt Soil Testing, Inc. Virw,vn an va.v.~ o.... w.......a~ ~~ Attach complete site plan on paper not less than 8'r4 x 11 incites in size. Plan must St. Croix but not Yrrtited to: vertical and horizontal reference point (BM), directbn and indude D parcel I , percent sk-pe, scale or dimensions, north arrow. and location and distance to nearest road. . . 020-146f3-17-OQO Please prfnt all Information. Reviewed By Date Personal information You Provide maybe used for secondary Purposes (Privacy Law, a. 15.04 (1) (m)). Property Owner Property Location T29N, R19W S27 SW1/4 NW1/4 Richmar Industries, LLP , , , Govt Lot Property Ownefs Mailing Address Lot # Block # Subd. Name or CSM# f342 Brakke Drive Suite 210 17 Hudson Business Center Cfty State Zip Code Phone Number ~ City [] Village ~ Town Nearest Road Hudson WI 54016 Hudson Sterbenz Drive ® New Construction Use: ^ Residential / Number of bedrooms Code derived design fk>Mr rate GPD ^ Replacement ® Public or commercial -Describe: Yet to be determined Parent material Outwash Sand (Plillot silt fQu.~~+as~f-,~~•>•..S~.'¢I~ Fkwd plain elevation, if applicable ~ ft• General comments ill have to be cut~System t :'~A ft rea w ra e and recommendations: Area is suitable for a conventional system with a 0.5 gpd/sg elevation can range from 90.85' to 91.20'. ^ Boring ® pit Ground surface elev. 99.73 R Depth to limiting factor 165+ in. Soil Application Rate J ~~ # L _ Horizon Depth Dominant Cobr Redox Description Texture Structure Consisten Boundary Roots GPD/ft' ' Effk2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 1 0-10 10yr3/2 none sl 2fsbk mfr as 2f .6 1.0 2 10-15 10yr4/4 none sl 2msbk mfr gw if .6 1.0 3 15-21 10yr4/4 none 9~ 2m~ mfr cs if .6 1.0 4 21-59 10yr6/4 none s Osg ml cs ---- .7 1.6 5 59-154 10yr6/3 none fs Osg ml cs .5 1.0 6 154156 7.5yr4i6 none IvFs imsbk mfr a --- •4 •6 7 156-165 10yr6/3 none fs Osg ml - ---- .5 1.0 ^ Borin g ~~ # ® pl Ground surface elev. 99.85 R Depth to limiting factor 167+ in. Horizon Depth Dominant Color Redox Descxiption Texture Structure Consisten Boundary Roots in. Munsell Qu. Sz. Cont. Cobr Gr. Sz Sh. Soil Application Rate GPD/fr= 'Etf#1 'Efflt2 1 0-ii 10yr3/2 none sl 2fs~c mfr as 2m,2f .6 1.0 2 i1-23 10yr4/4 none si 2msbk mfr gw if .6 1.0 3 23-30 10yr4/6 none 9rcos Osg ml cs -- .7 1.6 4 30-50 10yr6/4 none s Osg ml cs .7 1.6 5 50-86 10yr6/3 none fs Osg ml a -- .5 1.0 6 86-90 7.5yr4/6 none ivfs lcsbk mfr a .4 .6 7 90-134 10yr6/3 none fs Os9 ml cs .5 1.0 • Effluent #1 = BOD ~ 30 <_ 220 mglL and TSS >30 < 150 mglL 'Effluent #2 =GODS <_30 mg/L ano i s.7 ~ su rtrgr~ CST Name (Please Print) Signature: _ ~` CST Number Thomas J. Schmitt 227429 Address Schmid Soil Testing, Ina Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, W 54017 12/16/2009 715-247-2941 Sai}t330 ts.mroo) prfy Owner Ritd'tmar indushies, LLP Parcel 10 # 020-1466-17-000 Page 2 of 5 . Y a Boring # U Boring (~~ p fl Ground surface elev. 99.85 ft. Depth to limiting factor 167+ in. Boil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf#2 8 13414 10yr6/4 none s Osg ml cs --°- .7 1.6 9 145-161 7.5yr4/4 none lvfs icsbk mfr cs ~---- .4 •6 10 161-167 10yr6/3 none fs Osg ml ---- ----° .5 1.0 Boring # (ti.~ Boring U p~ Ground surface elev. 98.87 ft. Depth to limiting factor 163+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dlftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#f 'Eff#2 1 0-10 10yr3/2 none sl 2fsbk mfr as 2f .6 1.0 2 10-18 10yr3/4 none sl 2msbk mfr gw if .6 i.0 3 18-25 10yr4/4 none Is Osg ml a if .7 i.6 4 25-45 10yr6/4 none s Osg ml cs ------ .7 1.6 5 45-50 10yr4/4 none Ivfs lcsbk mfr a ----- .4 .6 6 50-149 10yrG/3 none fs Osg ml cs ------ .5 1.0 7 149-151 7.5yr4/6 none lvfs icsbk mfr a ----- .4 .6 3a Boring # ~ Boring ph Ground surface elev. 98.87 ft. DeP~ to limiting factor 167+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EtfJkt *Eft#2 8 151-i63 10yr6/3 Wane fs Osg ml -° .5 1.0 * Effluent #1 = BODS> 30 <220 mglL and TSS >30 <150 mg/L * Effluent #2 =GODS < 30 mglt. and TSS <30 mglL 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. enn *a~n in mwvn 4'MnNY CN Tedhr~ Trr'. property Owner Rkhmar Industries, LLP Parcel ID ~ 020-1466-17-000 Page 3 of.~5 _ a Bori^g ~ ~ ~~ 98.60 8. Depth to lim' ' factor pd Ground surface elev. ~g 162+ in. Sm7 Application Rate Horizon Depth Dominant Cobr Redox Description Texture Structure Consistence Boundary Roots GPD/fis in. Munsell Qu. Sz. Cont Color Gr. Sz Sh. •EtT#t •Ett#2 1 0-4 10yr3/3 SILL si - as 2f ---- 2 426 10yr6/3 FILL s Osg ml gw - --- 3 26-33 10yr4/4 none Is icsbk mvfr cs .7 1.6 4 336 10yr5/6 none fs Osg ml gw .5 1.0 5 46-68 10yr5/6 norte Ifs icsbk mvfr cs .5 1.0 6 68-162 10yr6/4 none f5 Osg ml cs .5 1.0 ~~ # ^ Bonng [~ Pit Ground surface elev. 99.10 R Depth to limiting factor 168+ in. Soil Application Rate Horimn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fta in. Munseil Qu. Sz CoM. Color Gr. Sz Sh. •EifaYt •ER#2 1 0-14 10yr3/2 FILL sl as if ---- ---- 2 1423 10yr4/4 FILL s Osg ml cs -- ~___ 3 23-27 10yr3/1 FILL sl Om mfi as ---- 4 275 10yr6/4 none s Osg ml cs ----- .7 1.6 5 65-162 10yr6/3 none fs Osg ml cs .5 1.0 6 162-1 7.5yr4/6 none Ivfs imsbk mfr ---- .4 .6 a Boring # ~ Boring pd Ground surface elev. R Depth to limiting factor in. A Rate Horizon Depth Dominant Cobr Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. MunseB Qu. Sz Cord. Cobr Gr. Sz Sh. •Eff#t •EtTart2 ' Effluerd #1 = BODS> 30 < 220 mglL and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mglL and TSS <_30 rtrglL 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 deparhnent at 608-266-3151 or TTY 60&264-8777. can.~nm.o mrn~ c.~.rr w r..w... w Page .'j~of .S`" Conducted by: Conducted For: .Schmitt Soil Testing Inc. Name: Richrnar Industries, LLP ' Thomas J. Schmitt, CST 227429 Address: 642 Brakke Drive Suite 210 1595 72nd St. City, State, Zip: Hudson, WI 54016 New Richmnnd, WI.54017 Phone: 715-247-2941 Subd.Name: Hudson Business Center s~~w~_*--~%a ,~~ Lot No.: 17 ~ v8~ ~/ _/~,~„/ Cl~%`` Legal Description: NW1/4 SWll4 S 27 T29N R19W Q Backhoe pit Township, County: Hudson, St. Croix County • Bench Mazk EL 100.00' Top of 1" steel lot corner pipe, SW lot corner ® Alternate Bench Mark EL 99.50' Top of 1" steel lot corner pipe, NW lot corner Slope= }' ~ ~~Scale I" = 40' ,~ ~ ~ `1 I ~~ :S~ Q ~~ ~, ~~~.22 '~_ u ~~ 2~ v -~, n 't1 ~- G ~~ ~~ 2 n Sc q re• R_. `' t.~7 °' 8U'S9L W •, ~ Z ~a.9 e S'o-~' S' - - ..~' , 0 8~'S9o_ C 3 m --~z Gcl~ .~ r a~ ~~• • ~, ~~ ~ ~- c ~ !'~' ,~ ~- ~~ NOTICE TO INSTALLER: Instfuctions must remain with Installation. sec~r~oN: ~~~~ • ~s FM1778 ~TLl4L/TY PLGf/PB v/HCE I~ild r 0107 ~ Stperaedes ~ 1206 Ftodud iriomretion presented ^A `~ ~ ~ PUMP !O. inoorreielencies 11A~ T0: P.O. BOX 18317• LouJaile, KY 10266.0347 VJSft OW Web S/t,@: SiUP 1d: 3849 Cana Run Road • LouJwi/e, KY 10211-1961 w/Wp,~/~/,cp//~ (602) 778.2731.1(800) 928-PUMP• FAX(602) 771-3821 DOER ON-SI7'~ WilLS'P~WD'~R PRODtlC~S ~~~ ~~®~® SP6i~RBR SYSTB~II INSTALLATION INSTRUCTIONS AND PREINSTALLATION CHECKLIST 1. Inspect your unit OccBSionely products ere demepsd during ahiprr~ent If 3. The use d an e1lMrent titer ~ strortply rscarrrnerrded in order b pr+oted aril is dernaped, contact your defier before starting the irwtaaation. components downstream from the septic tank. 2. Carefrdy reed the aterahre and installation irrstrrtctians to fantiiatizs ~- cAUTtoN All InshlWlons nwst oompy wNh appiicaWs eNctrtcal yourself witlr spedfic defais reperdurp irrstaastion. These materiels should and plumbing codes, ladudinp, but not Ynrited tic, Weflonal Elactrlcal be retieirred for fiidae reference. Code, local, replonal, andlor static codas, etc. (CHECK PARTS l1ST ON BACK TO lrtAKE SURE YOU RECF.NED All PARTS.) HELPFUL INFORMATION FOR EASY INSTALLATION M Note: The TRU-FLOW. Splatter System must sit level on undisturbed ground or on packed sand or gravel o betoro backfliling. a 1. Zaebr Spatter 3ystienrs ere designed for instsietion on the outlet pipe d tlts septic taric. ff a cortpiete system has been purdresed, aif 1hs conrporrertts wit bs induded except the tretrcfr pipes. fittirgs, and any trecesaary risers (See Fpure Below). 2. M the Zoeller Spatter System is beir-p rotrofil6ed irrbo en exritirrp septic system, d map bs necessary to pump and dean out the septic tank hors altierrrptirrp to i-~tl the spatter system. 3. The septic tank outlet pipe end all trarch pipes should be exposed a aaaessrble far connections ar insertion b the spliltx system. ~.,..n ~ Copyright 2007 2betler Co. Ati rights reserved. ' Sputter System Outlets 1.1) Determine fhe number of outisb do bs used on the ~ sputbr $ysterr+ based on the layout of the trench oo ~ror u~ Fat ourt~ field. lM+en pumping to the split6srsys6sm,optimum w++a.ES sorrow of v~rtoove results are obtained it ~ a>to~s a.) Installations requiring 4 slot opsningsrlrench lines utilize slot openings 1,2,4, ~ 5. b.) Insmlletions requiring 3 sbt openingsltr+snch Mot.oso e~surwnu lines utilize slot openings 1,3, ~ 5. °WiA~ 1.2) Scoro and rxrtthrough Wifh a Iv+ifs atthe bottom of v-groove. Ifrequired score aevsraltimssaround and cut through. DO NOT HIT WITH A HAMMER. 1.3) Trim and dean tiie diameter of the hole, leaving it the same as the molded diamatter. DO NOT OVER ~,~ ~,~ TRIM DIAMETER. Referb Figure 2.2 r~No.a++zne Figure 1.1 '"d a+~~o Figure 1.2 ' Installation of Pipe Seals and Slotted Pipe Nipple Spliter system is supplied with pipe seals for 4" SDR35 pipe. If using 4" SCH40 pipe, order PM 173-0006. 2.1) Apply sealant around mating surtace of pipe seal as shown in Figure 2.1. Repeat for each required pipe seal. 2.2) Place pipe seals in necessary holes as shown in Figure 2.2 & Figure 2.3. 2.3j Insert slotted pipe nipple through the inlet hole and pipe seal, pushing through about ~". See Figure 2.4. Note: Assure the slot end of the pipe nipple is inside the basin and the slot is faring upward and centered. oow.aei sr~+oaee+r. ~, ounu~a mriaoocarR •"•'•"" sorrEo es[ ~ PPE NPPLE ~a~ SIAT IdATING SURFACE su+ao sinaet su+w+ sK+ou Figure t1 Figure 2.2 Figure 2.3 Figure 2.4 ' Installation of Assembled Basin 3.1) Set basin into place. 3.2) Insert necessary trench pipes inb basin, pushing °~ ~ ~*~ ionnrns through approximately 134'. Ses Figure 3.1. Ths " number of pipes varies for each installation. ~~ ""'°R°T1°"' 3.3 Connect fhe inlet ~~~ "1O1MA1 °" pipe m sbtted pipe nipple with a coupling (flexible rubbers shown). Do not tighten ooupGng at this time. ff used sae Figuro 3.2. 3.4) Installations in which the splitEer system will be P~ pumped bo are required iq have at least a 3' brpth of 4' PVC and a 4' elbow connected >p the sbtbed pips nipple. See Flgure 3.3 for roquired position- ~+~ ing of elbow This piping oonligurotion wtll promote Figure 3.1 srt,aa `'^""'~ Figure 3.2 ~....~:~ smoofh uniform lbw. The piping fiom the pump tq the elbow should be sized based on the pump discharge. Uss bushings/reducere as necessary to connect to the ~.~,4,~ elbow. `,~ ~ ~, 3.5) Maximum flow through the sputter system le dependent on ~ the number of trench pips openings. The splitber system ' can handle 30 gpm with 6 openings, 21 gpm with Lopen- °'°"" logs, l7 gpm with 3 openings and 1S gpm with Z openings. Note: Assure sbt in pipe nippte is centered and faring upward when connecting coupling or PVC. Notre: Basin must be leveled at this time in bolh directions ~10D . Note: The splitber system must sit level on undisturbed ground or on packed sand or Figure 3.3 gravel before backfilung. O Copyright 2007 Zooller Co. AN rights reserved. j, . ' • Installation of Slot Covers 4.1) Determine the required number of slot covers from Figure 1.1 and the r ~ required baffle slot for each slot cover. See Figure 4.1. 4.2) Blank slot covers should be installed in the baffle slot openings of 2,3 t 2 and 4 if their corresponding cutouts are not to be used for trench pipes. See Figure 1.1 and 4.1. When cutouts 2 and/or 3 and/or 4 are used and ® 3 sr,~r the Titter system is being pumped to, these baffle sots must have slot covers with the restrictor opening installed. 4.3) Apply RN Silicone or PVC cement to the bottom and sides of the `' 4 necessary slot cover. See Figure 4.2. s~n,s 4.4) Place slot cover into baffle slot. Apply addltlonal RTV Silicon or PVC ~+•+~ ~+•~• cement as needed along edges. See Figure 4.2. Repeat steps 4.3 & 4.4 Figure 4.1 Figure 4.2 for each required slot cover. Note: Assure each required slot Dover Is sealed to prevent leakage lobo D-Box basin. Installation of Diverter and Thumb Screw 5.1) Set diverter into place and insert slotted pipe nipple itrto the diverter. See Figure 5.1. ~~ ""~` 5.2) ~~ Engage3J8"-16thumbscrewandtargewasher s~o orrto the diverter as shown in figure 5.2. DO ""~"`~ NOT OVERTIGHTEN THUMB SCREW. 5.3) Slide diverber and slotted pipe nipple as far • forward as possible, see arrow in Figure r 5.1. ~ 5.4) Tighbenrubbercoupling, whichconnectsinlet pipe and slotted pipe nipple. ~~~~ Figure 6.1 Figure 6.2 ~t9~ ' • tnstaltation of Level and Initial Ad'ustment 6.1) Snap level irr6o the diverber. See Figure 6.1. ,,~„~ ~~ 6.2) t_evel the diverter by use ofthe thumb screwand tap the bottom surface ,,,,, ~;,, of the diverter at'A" & "B° see Figure 6.1. See Figure 6.2. DO NOT OVER TIGHTEN THUMB SCREW. anew ~nusrauaere~rmnmo• e~~~ A. ~~ SK7.60 Figure 6.1 Figure 6.2 ' Installation of Riser and Cover 7.1) Apply ample amounts of RTV Silicone to outside of SCH40 or SDR3b pipe (supplied by others). 7.2) At~ch riser pipe SCH40 or 5DR35 (supplied by others) to cover as shown in Figure 7.1. 7.3) Place an ample coatlng of RN Sllloone around the basin Ilp to form a gasket 7.4) Place mover onto basin, then attach washers and screws as shown in Figure 7.2. Repeat where necessary. 7.5) Fill in dirt around splitber system, neoes~ary pipes, connections, risers, and trenches. Note: Assure riser opening is capped ip prevent debris from entering the splitGer system. Do not glue cap. uD Flag location of sputter system riser ib prevent damage. Noce: Do not over tighten screws. ss~ts~,w~eron+ae~ orvEa~a s~oT sn~iwne~ ~~ I ~ • 1 i caaECr -.•- BASIN ~PPN RTV SMkone Figure 7.1 ~~~~ sic~w~ Figure 7.2 enau ® Copyright 2007 Zoeller Co. AN rights reserved. ._ Final Adjustment 8.1) Check the level on the diverter. If adjustment is not needed, proceed to the next step. If adjustment is needed, reference the Maintenance Instructions for proper adjustment and leveling of the diverter. Your new, Zoeller Sputter System is now in service. Maintenance The sputter system should be checked annually in conjunction with your yearly septic system inspection. 1) Remove cap on riser. 2) Check the level on the diverter with flashlight. If the level does not need adjustment, then maintenance is not required at this time. If level is not centered between the lines, then proceed to the next step. 3) Loosen the thumb screw (two full turns max) until the diverter can be adjusted. The thumb scxew can be adjusted by hand or by using a'/." pipe (not supplied) with a slot as shown in Figure A 1. 4) Using the'/:' pipe, or by hand, tap at point'A' or'B' on the bottom surface of the diverter until the diverter is level. See Figure 6.1. 5) Once the diverter is leveled, tighten the thumb screw until the diverter is stationary. DO NOT OVERTIGHTEN THE THU MB SCREW. Check bubble level with flash- light. If diverter becomes unlevel during tightening, repeat steps 3, 4 and 5. 6) Replace cap on riser. n.~asc y7°~ sx,osa Figure A.1 Replacement Parts List for Model 173-0001 Sputter System 6 13 z 8 9 ncFxsraraawn 3 ,, ~ - -,,. . 11 ~ 1 I 1 I -~\ '1 l l I I l i\ ~I >j I I I 1111 ~~ III I I III 1 I .(i 11 ~ l i I I/ I 11`Fi~i~_.I I ,yk I I I rj I I rt --rl~-- I I I II ~ ~ .I - 10 -11 - 12 1a.wu ~f Izmveeswr.~orrq -14 1aEnweroa oo~eq t:aove~swrao`wq -4 -5 SK1Y64 U.S. Patent Nos. 6,152,650 and 6,112,768 REFJ OE8CRIPr10N aTY. PAlrr /rsoool 1 -iardrara Pack 1 013238 2 Cow 1 013043 ~ SbtYd Rps Hype 1 013241 4 Diwrler 1 012825 5 Sam 1 013044 6 7hunb Susw, Wasic 318'-18 1 013238 10 YYadnr, SS1' OD. 1 008413 FIARDYrAIIE PACK Pal 013tJ6 llaFS lMl oESCRIPrrON arr. 8 014515 Sc~ SSi12 x 3f4 PfMips 12 9 013236 Pq~ SN1, 7u1-Ti~SOR 35 8 11 013237 BibbM LaNI, 318' x 1316' Ui 1 12 013240 Sbt Cour 3 13 011644 Swr, SSt1416x'R Pups 2 14 013753 Cow, Slot DiwYr 3 Lihtlms YYarranty: Every Zoeler Spicer System is guaranteed to be free from defects in materiels and Matkmanship farihe ifetime ofthe hOrrleOYYrlef/p1lfC~l88er. Free reps or rep{acement, e10~udI11g lobar, wi be made on return of the splilter system prepaid to the factory. This vYerranty is irr~iDBd m product proven m be free from abuse ar improper aoa © Copyright 2007 Zoeller Co. All rights reserved. DOCUMENT NO. ST:I.TG 1}?,It OP' FG'ZSt'Q:7SIN FART.YI 1 - qqS? iMACCR~~+Rt-NTY bEEO 5~_Q,`~'~~ Y ~~iJUPAGE ~~ This I3esd, male Latween .-ALien W. Brakke and , Pmt-r-i~ia-.-A-.-- B.rakke,...husba.nd...a-nd-..w3..fe.-.. _.- -- --- ----~-------------- ------..-...-.......------'-----..._.....-------...._...-~-------.., Grantor. tend. .,Ri.chmar_..Lndus.tri.es.,--_a..W.is-cc.:'tsi.n._.par-tr~.ership _ ............. ...................... .... ..• - --• -- -•--•--•---- - - --- ~rruntce. Witnesseth, That the said Grantor, for a Valuable consideration...... co~lveys to Grantee the following describzd real estate in .,.St..._C.G.O.ix.- --.... C•olenty, State of Wisconsin: ..,,s ar•net ~~ __.. __ . _e ,t«.,e....._ re~.t i S~: CRO1X Ctn., ~! Recd 1br Record DEC 2 0 1993 ~ter~tD~ RETVNN TO P. James Taurinskas P. O. Box 605 Sou! h St. Paul, MLi SSD75 Tas Pared No: -----•--------•- -. ...---•-----._ T}lot certain parcel of land located i.n the Northeast 1/4 of the Southwest i./4 of Section 27, Township 29 North, Range i9 West, Town cf HudErtiti, St-, [;roix County, Wisconsin, more fully described as follows: Commencing at the South 1/4 corner o£ said Section 27, thence N (J1°37'51'• E (assumed bearing cn tY:e North; South quarter J.iRE: t~l Suid ~cCtiOn ~~ ~ 3 dl.ctannP ~~£ ?ZS]. _ 52' thence n., -,rc~n ..~ i~-!..•~G1 F.v `ham l~e'7NT ft 8i3"22'~+3" w SSS. UU'; thence ~ vi .,~ Jl OF BEGINNING, of. the parcel to be herein described; thence continue ~; O1o37'S2" W 251.32'; thence N 88'12'43" W 433.32' an the North 3t.O.W, of Srakke Urive; thence N 01°37'51" E 252.32'; thence S 88°22'43" E 433.32' to the POINT OF BEGINNING, containing 2.500 acres, being subject to Easements of record. •a ~y fir. ~:~~ ft_~:. This ...._iS...IIQL..._.-.., homestead property. (IS) (ia noLj Togother with all and singular the herediteanenta and aFpartenances thereunto belonging; Ana•...._..A11ezz..id, _..I3raklte.._and..1?a.tsi.c::.ia..A.... Brakk.e_.._ ............................................... warrants that flee title is gROd, indafeasible in fee Himple and Exec and clear of encumhrauces and will warrant and defend the anme. Dated this ------ - •---th _- --..,._........... day oI ...._.._pe.~e er.. ........, 19...93.. .................... . .. ....~ --- -.............................. (SEAL) _. r4- ~'rf~_-j"?k~-•~h) a, len• W, Brakke - - - - y- /~ _. _.. ......___-. -- ..._...- ............ ..... .......(SEAL) -.... .4Gi~.c~-C.~....~~,... LCJ-•£2: G1_:~~.~~cEAL) --. .--- . ._...- - -- --------------- • --- - i?at,rf cj.~..A. Brakke _....-- AVTY~ENTECATION Signature(s) --••-----_._---•--- --•--------- --- -•-•--•-------•--.. authenticated this ____..__day of___________________________ 19.._.__ TITLE: bIEbSBE12 STATE BAR OF WISCONSIN authorized by b ?Ob-Ofi, Wis. Stats.) THIS INSTRUMENT YlAy OR 4FT ED BY P.--names-_-Tau-rnskas,•--- ---------- - - P. O. Box 605 ~-- ... So•utt•E. St-•--pa-u•1 r--:YtN--- 5 3L~7 5 -.. .. (Signatures maV be aathenticntcd or a^_knowled~ed. Iicth arc not necrssa*p.) ACI{1vOWL>E7DC3DSENT t 1'Yl : w,.~FSrfct STA'PE OF ~v-mcav:.oar- ))) m _!!F!4_;?~ll.Ct_1.'~kls._.._.__.___County. ~ S ~~ Personally coma before me this __.. ~________. _.f'(1'_L ~_t?2.~!_C? ::............... 19_-y!3- Lhe abovo - ------__~~sfr.-~.Lr4...1~....33_~~s..kl~!~--------•---~- ~~~ ------•- to me known to be the I'cr-un __~___... who execute fcregoiny; inst/rument ~ rd acknetslcdgc the sarttC.- -- ,: *'ota ~ Puhlic «nSLji n tr.'1f'd.~3.. .. -County. Wi•.0-)rf ?{, Cc.^.^mi~eirn 1a ISnrmnnorer, [if roi_ state eanlration date: Yr-~.-G(.Grcl. %=~.._ ...-_.... tv.Tf.._j ..wr-..CS c` n.•-ann. .:r ninY. In n n..;.u:t1• ,ti,.n lit nC [5:.+~I ... ~ r,:+ ~rl I.,.Ir. e.. .h.•ir +i¢nnr„r.•?. .. ,,; ,,,,,_- •~„•, ,~ aTATF. nAn OF R•b:CO:Y ~a~i ~C;:r~r.=:n [.no+t Blnnl Co In<. ~~sconsin Department of Commerce Division of Safety and Buildings PA,1~ :._...:.. ,..:---.~~41L EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code #1624 Page 1 of 5 Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8'/= x 11 inches in size. Plan must i l d b t t li i i l f County St. Croix no nc u e, u zonta re m ted to: vertical and hor erence point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ' Parcel I.D. 020-1466-17-000 Please print a nr, Reviev~ < Dat, Personal information you provide may be used r (~9dflGy Law, .15.04 (1) (m)). Property Owner Pr rty Location Richmar Industries, LLP ~~~ ~ (~ ~QO~ Go .Lot NW1/4, SW1/4, S27, T29N, R19W Property Owners Mailing Address Lo Blodc # Subd. Name or CSM# /.,~D SPA/~~- 642 Brakke Drive Suite 210 ST. CROIX COUNTY 17~ Hudson Business Center ~~~y~p,2~ - City State Zip City ~ Village ~ Town Nearest Road ~ ti" ~'h /~ ~~L C c" ~, Hudson WI 54016 Hudson Sterbenz Drive New Construction Use: ~ Residential / Number of bedrooms Code derived design flow rate GPD Replacement ~ Public or commercial -Describe: Yet to be determined Parent material Outwash Sand (Plillot silt;'LSU.~dior~~-,~~reser,'e!~_ loud plain elevation, if applicable NA ft. General comments and recommendations: Area is suitable for a conventional system w' a 0.5 gpd/sgft ra ~rea will have to be cut~System elevation can range from 90.85' to 91.20'. Boring # ~ Boring Pit Ground surface elev. 99.73 ft. Depth to limiting factor 165+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~Eft#1 •Eff#2 1 0-10 10yr3/2 none sl 2fsbk mfr as 2f .6 1.0 2 10-15 10yr4/4 none sl 2msbk mfr gw if .6 1.0 3 15-21 10yr4/4 none grsl 2msbk mfr rs if .6 1.0 4 21-59 10yr6/4 none s Osg ml a ------ .7 1.6 5 59-154 10yr6/3 none fs Osg ml a ------ .5 j 1.0 6 154-156 7.5yr4/6 none Ivfs lmsbk mfr cs ------ .4 .6 7 156-165 10yr6/3 none y4• M fs Osg ml ---- ------ .5 1.0 goring # ~ Boring ~b7 Pit Ground surface elev. 99.85 ft. Depth to limiting factor 167+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/fiz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 •Eff#2 1 0-11 10yr3/2 none sl 2fsbk mfr as 2m,2f .6 1.0 2 ii-23 10yr4/4 none sl 2msbk mfr gw if .6 1.0 3 23-30 10yr4/6 none grcos Osg ml a ------ .7 1.6 4 30-50 10yr6/4 none s Osg ml cs ------ .7 1.6 5 50-86 10yr6/3 none / fs Osg ml a ------ .5 ~ 1.0 6 86-90 7.5yr4/6 none 9D' p IVfS lcsbk mfr a ------ .4 .6 7 90-134 10yr6/3 none ~0$ fs Osg ml cs ------ .5 1.0 ' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt ~ 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 12/16/2009 715-247-2941 ~~u SBD-8330 (ROT/00) Property Owner Richman Industries, LLP Parcel ID # 020-1466-17-000 Page 2 of 5 28 Boring # ~ Boring '~ pit Ground surtace elev. 99.85 ft. Depth to limiting factor 167+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *Eff#2 8 134-14 10yr6/4 none s Osg ml cs ------ .7 1.6 9 145-161 7.5yr4/4 none Ivfs lcsbk mfr cs ------ .4 .6 10 161-167 10yr6/3 none fs Osg ml ---- ----- .5 1.0 Boring # ~ Boring pit Ground surface elev. 98.87 ft. Depth to limiting factor 163+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sl 2fsbk mfr as 2f .6 1.0 2 10-18 10yr3/4 none sl 2msbk mfr gw if .6 1.0 3 18-25 10yr4/4 none Is Osg ml cs 1f .7 1.6 4 25-45 10yr6/4 none s Osg ml cs ------ .7 1.6 5 45-50 10yr4/4 none Ivfs lcsbk mfr cs ------ .4 .6 6 50-149 10yr6/3 none fs Osg ml cs ------ .5 1.0 7 149-151 7.5yr4/6 none Ivfs lcsbk mfr a ------ .4 .6 3a Boring # ~ Boring pit Ground surface elev. 98.87 ft. Depth to limiting factor 167+ 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 •Eft#2 8 151-163 10yr6/3 none fs Osg ml ---- ------ .5 1.0 * 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. 3BD-8330 (R.07/00) SCh111itt SOII Testing, Inc. Property Owner RiChmar Industries, LLP Parcel ID # 020-1466-17-000 Page 3 of 5 Boring # ^ Boring pit Ground surface elev. 98.60 ft. Depth to limiting factor 162+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr3/3 FILL sl ------------ -------- as 2f ----- ------- 2 4-26 10yr6/3 FILL s Osg ml gw ----- ---- ------- 3 26-33 10yr4/4 none Is icsbk mvfr cs ------ .7 1.6 4 33-46 10yr5/6 none fs Osg mI gw ------ .5 1.0 5 46-68 10yr5/6 none Ifs lcsbk mutt a ----- .5 1.0 6 68-162 10yr6/4 none fs Osg ml cs ------ .5 1.0 Boring # ~ Boring pit Ground surface elev. 99.10 ft. Depth to limiting factor 168+ in. Soil Application Rate Horizon Depth Dominant Golor Redox Description Texture Structure Consistence Boundary Roots GPDIftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Effla2 1 0-14 10yr3/2 FILL sl ------------- -------- as if ----- ------- 2 14-23 10yr4/4 FILL s Osg ml cs ------ ----- ------- 3 23-27 10yr3/1 FILL sl Om mfi as ---- ----- ------- 4 27-65 10yr6/4 none s Osg ml cs ------ .7 1.6 5 65-162 10yr6/3 none fs Osg ml a ------ .5 1.0 6 162-168 7.5yr4/6 none IvFs imsbk mfr ---- ----- .4 .6 9a, $5 ,,,~ Boring # ~ Boring ~q ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EtT#t *Eff#2 'Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07lOOj Schmitt Soil Testing, Inc. Page 'j~of .s`" Conducted by: Conducted For: " Schmitt Soil Testing Inc. Name: Richman Industries, LLP Thomas J. Schmitt, CST 227429 Address: 642 Brakke Drive Suite 210 1595 72nd St. City, State, Zip: Hudson, WI 54016 Neva Richmond, WI.54017 Phone: 715-247-2941 Subd.Name: Hudson Business Center s;~wre~ ~-~~ , ~~ Lot No.: 17 ~re !~_/~,~,/ . ~~ Legal Description: NWI/4 SWl/4 S 27 T29N R19W ^ Backhoe pit Township, County: Hudson, St. Croix County ® Bench Mark El. 100.00' Top of 1 " steel lot corner pipe, S W lot corner ~ Alternate Bench Mark EL 99.50' Top of 1" steel lot corner pipe, NW lot corner Slope= 3 .~ ®ro~~~ ~re~. W.'~~ li~uP ~o ,fie cu-f. Scale 1 " = 40' , ~ ~ c i ~~ f~\ ~~~ 2~~.22 ~.. ~~ ~ ~u u~ a ~ ~. Q~ 11 ~ ;;~i[[ii t. Q ~~ ~~ ~~ an ~~ ~~ ~. c -~G ~C N y6 ~ ~ ~' 8~'S9l ~•~ t'1J ~ W ~~ ~~~~ oN A O 8 x'89 0_ C ~Z GN -~_ ~~ ~, r .~ ~ ~ ~ ~..~ r - ~ ~ r- ~.OT 18 I < ~--a 1.7oa ACRES 9 , ~, _ ~ 74.073 sQ. Ft: ~ ~ a ~ I 20' WIDE ~ 0° I ~° q DRAINAGE ~ ~ ~ i ~ ~ ~ . ~. r a EASEMENT ~ I i r s .. .. N89 43 54 E 448.44 ~ ;~ p f I! ~ x ~ LOT 17 , ~ ~ ' ~ ~ 1.701 ACRES i 3 W m' IRAINAGE M ~ 74.075 SCI. FT. f r.Nr'!~' g .00 } ~ EASEtitENT I~ 20' WIDE 20 WIDE I ~;t.i ~ ~+ 4.~.rJ$ ; ~ DRAINAGE DRAINAGE p I !'~+e _ 224.28 .. ~ +.EASEMENT p^ EASEMENT " i I $©~ . ~BF]~ICH MARK: TOPS' N89'43'S4"E 448.45' `. .{- . z~ r .. .. -224.21' • - • • • • -- -224.24'- `--1 ~ OF 1 IRAN PIPE. ~ ~ ~ ~ .~ ~ ;+~ . . EtEYATIClN 932.1 10 :,.-f0` ~ f0• o ~ I '4 N et' ~ = N ~Q * ,,-, LOT 14 ~ ! ~ j ~ LOT 1 fi j ~ ~ N _.~ ~ a 1.220 ACRES 1.4&3 ACRES C i ~- :' a N W w &3728 SQ. F'I'. 53.137 SQ. FT. w~ I ( R a 15 a,~ ~ ~ LOT ~ w ~ # z +, 1.217 ACRES w ~': '~ ~ ~ ~ N ~. ~ ~ r' ~ 52,994 S0. FT. ~ ~I ~ ( ~„ ~ ~~ _~ ~ I ~~ ~ ' '~~ _ ~ ~ ~ 80` BUILDING ~ En .• I 1 RIaRIIEIAPR~HWES~DeFED$R: LOCAiIDRBEETCN COUNTYPIAAT OF;HUDSON BUSINESS CENTER DRAINAGEEA9EMEPITS P.O. BO% 731 1'0rN Of BUASON 1DDSON, W 5WI6 IG aeER OA RFGa1D SNNL 00 ANYAeG Wad 9aND Xaa LOCATED IN PART OF THE NE1r4 OF THE SWi14 AND PART OF NW114 OF THE SW1/4 ~" ~, ~ PREPARED BY. 14IDi aF S~rNC ,~, `, OF SECTION 27, T29N, R19W, TOWN OF HUDSON, SL CROIX COUNTYS WISCONSIN, mWFD ro ~ `aK,~ ` as DcAWmc aR P1WInw N xa Pao w 6RAxAa HUDSON, W SWIG FASDENIS YA1ER OAANASE aIDR e1RR AINeAYS, (115) 388-1007 ~~ ~~ fiFRG OA aUp sus PREPARED BY: ~ ~"' ~ ~ o c ~ 816 rb a2 W]N coNNSUimc/ASSOaA3F5 ~ EASEMEMTTAWE %oe 1EpINOIOCY melt E, 91NE A 1 aural asr. P 9616611 psr. P acamX Oe7. 4 acamX psl. YFNOYONE', W Se751 I}:.; a Ie05raY Na7 a SaY7W'1' fa7 a XW`{73tt In.M' Y a2n731t IIF7 EAdI Plaat SXOW pl 1N3 YN W SIetCT ' s a wYSITY 2LW a W07farE All' Cl X64710'[ Na a N171171t Nl}Y (715)132-8490 f.~.--?,~ , RFA614E'EFPPES W ypyYttM aP.lO' p MTdxt NaA' q 707d/SY LJIf a 1~37°YT tNJ7 TO SFA1E. CpM1Y NO laM9f UaS Rap J st.~mFCG.Wa Aq RFaLAnaa 04 WRAtOt IesANr W ,- - a1 YYd1X~ a Xa'Irat 11470' F7 Wmr6r9 NJr a w77at 127.15 a NI72nYE 7zx l0i SDG Aa%SS W PI%Q pC) BmORE u a M057/'31'II Niaf a XD370'Nw Inm' a w'llt0t Nt.>S' a NW7701t IW.fl pP~~ W ~~ µy P~ , MnIdY a wY'NYS'F W77 n 91D7rat 10.00' q X17S71rE INIP a Sa77134 mm Ca1UCT 1XE S7. (AaI caAl1Y Zaep aRa ,1 I a west »sm' n wxlaw wa YI X9PN'S1t p9,Ir a an731w u.9r INO IK 1UN a alaal Fa , y4. ` a wSrNt 27131' F, wY7xw NA1r Nl anpre ION' a 51317%4 241e' I.9e a W071'at WAD' Ft W92e'ari 711.tr XS a7u3rY 172N' a Sat/'Wt lam' m wW11w 3237 n o/7Ylt naa' RI SAaI'PYY' NKN' 17 WPITSIw xia7 ~~ p wWaw 111.11 a W01rmw M%' a XWS7a7t 30,91' d 3127Tat 37-02' u 1 SEC110N 27, T29N, R19W i I I ~b I I I I__ % , 13 i 14 i IS i II t7 i ~8 I !9 I f I j I WXaaX9aWPl B,iDLANDSIPR~ I I j I Wµaw ~ 12 I I taiL7lYn~aaa j -1----- I wrtYS/tWm3r I I /law st n, ~,t I I 17 9a aurA¢ PA•aaYr I N69'4J'54'E 1141 7 -~ 1/t ~ I ,a wmE awAa i , s1c n ~-- - ~ - ~ - ~ - ~ns1~ I - - . I~ - ._. _.. W2 xl .~19m -r-_.._.._. __., W >~ - ~ -•~,~ -- RYAN ~- TAANSPDAT - a I ~ r ;, w a s7 Pu9aw ~~ ~._._.. DANE x ~~ I •,,....a ..........................•...............................i "g - PARCELW • , I 1 ....................iao'aiiriw,,..,.,~,....,,,•,••..•,.,.... , .........•,.,.••,..,. ~ n a7 aeae '----- - .- '-~, I SiWAa ~//-~~,.,~, s1WNac j rM 1'OL 1193 PG, 013 s%eAa I F- E751WII -"•-- - -'b~ 17 Ma aNYi PASE6IC ' -. XA6921.0 -- I C NFA NWn7s ~~' N89'43'S4'E 303.00' ~ 1 I LOT 19 x1r.912s /• ., i 1 r"-" °~~ I SonAaa ~ ~ LDT20 :;,~~ amXA7a7Y ! ° CI 'g 1 I I Ixas2san. I: ~ ~' -~~ 1 07 - a ~ `Nt.. ~'~ UN AOYS ° RE IIWIa a `a„ ~ ~ LOTI ~ mI 27A1rca•m3 ~.,_.._.,.,i a C lun~n.s $~ I k ~ ,I 8 , 1 ~ I n I 8~Q : c Aa 1 1 . . ~ ; a ~ ^I cI ~ II ~ I ,~ I `#~il.~.._..~~-artn/tu2N'-.._.._..~~ ~~ z-- f ~ I ~b 1OT21 i p WI: QI %I , u . II,$ LOT 10 +~£ I °3)-1 ._.. _.. ~, f I a, ~ I~ ~ a ,p rl , T' -' -"-' - -' -' - 1 I I ~~ , n F "I L115 AaYS I ~ I ~ 5 • .- a; I 1119Aa3art. wX~ I :~' °' ~ i \ , j lASFYpl7 1._.J ~ ~#~p~ rl ~I 9aalYXero I~ ua•aas $I Ngd C,S,hL1NY0L.18PG.4'i08 °tl ~, to- ... _.._.._.-.~WSyayY~_.,_.._._.. $Y o ~ p,l ------ Y aPaavPt ~I m~~ j ~~o i7wTAi>ss I , t(.._.a.~._.._.I_.._.._.._.._.._.._.._.._.. ._..~~ y xl e2nlnarn3 I c ~ a 7em3sart. I~~ ; ' ~~ ~ Wn7at~,9nar,° al : , I si 37 ''I N' I I o.. I ZI m'Xa I ( A 1-~~ a ~. _ r~9!t_.._.._._..___.._.._ __ __ I I y ~M1 ni . ________J a Aa I~ I d .._. T, I I ° Sr 1WF ~ ~ ~3JAS RIa ~ f - .._w77aw WAr-. - _..~ lMa YMI: WP O SSZ NI II ~~ I L..•.._.._.. wxtNiw_.._.._.... I r.- ,; areaXlP. I(,yrtr~ tiNI 1 ~i I I. o C1SI61f1 ', .._ ~ _.._.. _.,_.. _.._.._ A37N P137 u 8 _ .... ,.. ~FSn I d' a^; I I at- -; LOT2 r; i I I ! r a, I , ° . W , ti LOT 17 , I ~ 10.at ri rt. ~ rt+ I ]I, ~ G; I I I I: m'wa m'Ya , y 7~~ , ~W R~R, A~I o°: i CI G I I I j° amellt fw7rlrY 166971 ~ ".' ~• as 7Y to I I ~ A81' 7d ea daeAa PAa71aa I Z, N89'44'18'E 449.58' ut ; ,•D9 AxAa ; C ~_.._.._.._.._.._. _.._.._.._.~ H' ~I I~ ,' C°ANXwI[NNr I G9!IItX7 ~ I b I W~ N "I ~ LOT 11 ° _ ..._. ...._. _.. Y}SIt ai .._.._ I WI •I z l I a ~ IaW Ants T"_. _.._. _.., ~.. iiYai WAIA m~ aAx le -a~x ~ . SB935'S3aW 433.32 I LOT I C.SAi. W I LOT I CSM.1N D I • I fI W, o I, 6ALWUrt. ~ ' AENalaxlem 7a: aPYmOPL r.._ T.._.., r.._.I -( "-j Y (wl A741 UI 1i ~; >_, • I , l6' pEY11XN WLI ro c ~ ° I • t i VOL.1 PG.1921 I Y01.~6 PG.1926 C~ D:I :.$ ua.9x5 6 ! OakYA7p~N~i ~ ~ °• '} ~°' ' I _; N;, -._-____-_ , ~ I li' ~ I V r ~n W, ------ i( DI83 I I, ! ! LOT 14 A ~ I LOT 16 I I 6 ~ N" I ! f1 Q~ I =~~g j W, ; ~1 W j• j I.wbas F! I i : la2°Aars WD LOT?CS~LW I I ~I S~ }~~ I ullt-I-'J `y a'w~n' ~FE• LOT 15 $ I s3msasi , ~ roo POLaOPG.2729 I I C' d LOT t3 I ~ ~. 1mAaa ~.. 'I ~, • .._2ALSS'-.. .. I.N6 Asp Y~ ~ , %911 Sa rt• 7N . I N~ ----------°---- I I 7' Iii r° n Fro~~ nW3xirt.~tlblr ~_~__ AS!~ ' I o€ I I ~!I ~- __ - - -- - --~ ---- ' ---~I LOT 12 A 'O ,... - wa w -------------- i - -•~-------- 1 F~ I !. ~~e~ ! '~ I. ,-,'Ti~~._--__- 689'SS'S3'W46493'~--~- J I GI I Il ua.>m3 „5 I ~ ~•Y~c, : ~ ~ •~ ~ ~ BRAKICEDRtYE - I L-. ----•----•- a' f 4~ ~ - - -LOT20 LOT 71 - - LOT22 ~ I- - - , 1aaaA9lera at / 4`~•~ ~ I I 1 I LOT9CSAI.W 1 r LOT 8 GS 11. W I I ---___._.-. I Ilauai ~ ~.~ g1D~t LOTIOFEXIT4 WII I I EXIT4BtiSINESSP,4RR 1'OL,13PG.3751 I II / - t11 VOL.9PG.2679 I I -•-------"•••r------- I __--___- .r% / I 90SINESSP~IRIS ¢pWl -"------- 1 1 I I I ~T P ~~ ;. .-___--•---- WIhI LEGEND 1V 1 ~ / / I ~I I PaAe NaXal COaln SEala aeXa NGTE: 3 I , C ~ aa9Aar FAtiodr 14 '~'~;, x'101 \ ~~ ~/~k c // I Ipll ( 0 v~aF~ioa O~Sa~iRSwa~77~ 1NEWILDDICEEIBACI(iEOYAN ea IW2ErDOR tOr W1E R ES R9T 1E1LE4E BF YOL 1173 PG-283 -- `y'~i \l Si, j ~ CUAYE DATA TAW~E pu Y7w~W AE a sFFq D ~0 r °~ °~ ~ °~ SxOWM 01NEAVnSE• -- ~ ,~~, I an. Xowx a.IX: 6161 and Xe ragM a WAe r alga dxcall ea P1t bk ~, / ~ / I wnXr/ Id ~ r4. Br3q terA IxNM 7wp.lt X 7°,IaA of ui End a7 aece aaaem6 eW ALL PARKING LOT SETBACKS ARE S FFAT V / a ASa 1PJa'0a' SW70tT1 1N11 IU.N w7r51w 5707977'1 I• gR>OF dA1E1a R Ir U1N9 em RPF IIIILESS OrNEAB9SE SNOTRL ~ LOT 8 CS.hI. IN \ \ ~ / ~ry'~~' ~ is Asa a5Y7o' a371'ri /2a /4W SW757717 w0373w Wipe101.n IBS vFR INFM POOL ~ @ 1'OL 6 PG. 22?0 \ / 0' / I{ TAa 737737 sfiraw INSA 11AW wtu'f3w s7a7s77r __._-,- UNn101UNAa ayflpli Or ea ,~,' {• Ss %YZ •---------_--• q / I a N1m asztr s7e77mw n31 7U1 s7rA7Ww 51917111 ue3ss 6aaXSF aeYp $ / g,/ I Oaa'aut7 601446'77 mPV'a•4 _.._.._.. ~ '^'°,. ~~~ `1 / " I v / I p 2Ila 2°746' MI037°aSw IISA IIA71 M00'N'°OY Ia11xw _ __ _ WNA4 [Wlpi GN 910N1) .'' ~'~ .:.\~ ~ ¢ ~_ _/ Y 140 I f:ra'a1lsa3s'nsri M.W(rt9a'atl Daxsowl '; :;j ;.c>.- a~ :b a 4R.a 20SPW XIpN$11 92a IlA7 MM7aw X3011'619' ~G ~'' i %•?'0 ~" n obi ~/ R IOm aN'6'IY 53175'1731 pLN SNm AW1rMw 567461 O° ~ ~~-fin {. , '"~'C: 4 ~ SQ -•-~.~ V~>^S`A I9 Wm 10641' XN4rat 11713 123119a1114Y N6'N71'E ( 1 RmWa 9U91C XOlYX aSiMla '~`~y:`••+~ ~"~' '. -- '7 I a9 10.a IWgb•SI7107R 15211 1651 RWW71t 567401w ~/ I e 90.a a74N' S1pT763Y 12ri Iln w74aw SN7371w LLa•W0.7 1DN6~ rAaec a9aW - YY mAa7 (~ a e6a u7ert• sn74NSa 6n n 6 31573Ww 671/971 A4eo1 a °0a ~"~ SCALE W ~ 1' = 100' I a ma 6•Nlr 6731'121 7An nm wz7xw sarx7rl YWA273 xa YAYR 7lEVAtgX 2N® n lam o9x7r 5a'/731Sw 1313 IUi 6P117ri Sm117rC nW 96R4Yaf 0Raa0 n euw lac 1°P N0. 6D1-019 a3[ a/u/aa e3uta a/19/Aa u AW71~9oao w xAVan (~l ~~ tNEET t OF 2 SHEETS ' Wisconsin Department of Commerce S ON_REPORT Page ~ of~ Division of Satety and Buildings ~ ~~'~~~L t'~, R'te' • in accordance with omm 85, ~ . ~lil~" ~~tt my ~~ ~ 1, a` i Attach complete site plan on paper not less than 8 112 x 11 ' ches i .Plan must inducts, but not limited to: vertical and horizontal reference int (B~. rec~or~ and(}}nn Paroel LD. /, ~ percent slope, scale or dimensions, north arrow, and locati and distance to neareStYOed. ~~~ L) ~ J ~%' ~'' ~ _Gv~ ST. CR01X ~ • Reviewed by Date Please print all informafi n. ZONING ~ ~~~(yii 6 5[ /~ Personal irrforrnation you Provide may be used for secondary purposes (Pn m ~ ~ "`~' Property Owner `f ~ ~ ~~~ ~ ~. , Property Location (/ /' l/ Govt. Lot 1l 114 S T N R E (o W Property Owner's Mailing Address of # B-odc # .Name CSM# e Zip Code Phone Number t at S City - ^ Village Town Nearest Road l/ ~~ ~ ew Construction Use: ^ Residential /Number of bedrooms Code derived design flow rate GPD -- ^ Replacement `Public or comrnerdal -Describe: ~ • -------- -- ~ ------~--~-- Parent material ~~ .[ ~!//!t/~~~_ r Flood Plain ele/v~ation if applicable ~~ ~ ft• General CotrVr18n1S ~ ~ S ~ S ~ ~ V ~ s ~ and recommendations: ~'~' ~l ~ ~ , 1 i ~. ~~1`v2 Boring # ~/ Horiz BOnng pit Ground surface elev. ~'__ ft. on Depth Dominant Cdor Redox Description Texture in. MunseN Qu. Sz. Cont. Color 0-?~ X31 ~. r'--~ 5 i3epth to limiting factor in• Structure Consistence Boundary Gr. Sz. Sh. ~ Roots Soil ication Rate GPD/ff' 'Etf#1 `Eft#2 ' .~ ,i ,1 ~ r~ .~ ,~-~ i U ~~ ~ - ~ ft. Depth to limi6n factor l t/ rn. pit Ground surface elev 9 Structure Consistence Boundary Roots t T Soil ligtion Rate GPDlft` Horizon ~ Depth in. o~~ ~. Dominant Color Munsell t r 3/Z Redox Description Qu. Sz. Cont Color - ure ex Gr. Sz. Sh. ,~ ~- S •E~ . ~ E~ ~' ~ r • rm ..~_a tY1 - 0P11 "1 t 'Zn rnnlr JrN'r T.S'.S < ~ rr10/L • Effluent #1 = BOD > ;3U < z[l) mgru arw i a~ '~ _ ~ w ~ ~ _...__.._ . _ _ _ _ t.ST Name (Please Print) re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54 ~ ~ --.- D ~' 715-246-4516 ~~ Parse! ID # Property Owner _ ~ Boring ~ Page f f ~ / of Boring # o pit Ground surface elev. Depth to limiting facto"' ` v "n• ~I I'"ca6on Rate d Roots GPDIff Horizon Depth Dominant Color Redox Description Texture Structure Consistence ary Boun •E~ Eff#2 in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. . 2 6,2 ~ .~J ~- Ll ~ mslo j ~ (o ," ~" ~~ # ^ Bonng Ground surface elev. ft. Depth to limiting factor in• Sal ication Ra ^ Pit Horizon Depth Dominant Caor Redox Description Texture Structure Consistence Boundary Roots GPD/f'F in. Munsell Qu. Sz. l:.ont. Color Gr. Sz. Sh. 'Eti#1 'Et[#2 Boring Bonng # Ground surface elev. ft. Depth to limiting factor m• ^ Pit Sal ication Ra Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/FE in. Munsell Qu. Sz. Cont. Cola' Gr. Sz. Sh. 'Eff#1 'EfT#2 'Effluent #1 = BOD; > 30 < 220 mg/L and TSS >30 _< 150 mgfL 'Effluent #2 =GODS < 30 mglL and TSS _< 30 rrxlll. 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. seo-e~w [R.eroo) ~. ~ - Soil Test Plot Plan Project Name Richmarlndustries ~, F~arcel #: 020-1466-17-000 02!23/2010 10:27 AM ~ PAGE 1 OF 1 Alt. Parcel #: 27.29.19.2979 020 -TOWN OF HUDSON Current OX ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 01 /11 /2006 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-owner O -RICHMAR INDUSTRIES LLP RICHMAR INDUSTRIES LLP 642 BRAKKE DR STE 210 HUDSON WI 54016 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description " 742 STERBENZ DR SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 1.701 Plat: 10-093-HUDSON BUSINESS CENTER 020-06 LOTS SEC 27 T29N R19W PT NW SW; HUDSON ' Block/Condo Bldg: LOT 17 06) LOT 17 (1.701AC) BUSINESS CENTER ( Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-29N-19W NW SW Notes: Parcel History: Date Doc # Vol/Page Type 07/21/2006 830217 AFF 01/11/2006 816162 10/0093 PLAT 07/23/1997 1056/49 W D 07/23/1997 1030/324 LC more... 2009 SUMMARY Bill #: Fair Market Yalue: Assessed with: 28117 153,300 Valuations: Description Class Acres COMMERCIAL G2 1.701 Totals for 2009: General Property 1.701 Woodland 0.000 Totals for 2008: General Property 1.701 Woodland 0.000 Last Changed: 06/05/2007 Land Improve Total State Reason 149,600 0 149,600 NO 149,600 0 149,600 0 0 0 149,600 0 149,600 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 OWNERSHIP CERTIFICATION FORM OwnerBuyer / C Ff `d l ~ lE' ~.L ~1Jl~GtS 7!P/fs Mailing Address (O ~Z ,~,2~ k-l~L ~,~! us~ ~r~r i %~ ~/ (~ Property Address `7 ~ ~ S~ (Verification required from Planning Sc Zot~g Department for new wnstrnciion.) City/State ~~l<1-5D ~,., W ~ Parcel Identification Number ~ Z 4 `~ ~~ ~O `~ 7 - ©~D LEGAL DESCRIPTION Property Location .~ t/a , ~ ~ t/a ,Sec. ~, T ~N R~W, Town of !7 ups d ~ Subdivision l-t l~f t~ 5 D /~ ~ ~%/~~SS (~~= w 7~.t 'lam ,Lot # ~. Certified Survey Map # ,Volume ,Page # Warranty Deed # ,Volume ,Page # Spec house yes 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 §Cotnm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Groix 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 t~intained must be completed and returned to tbe St. Croix County Planning 8t 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 am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of OF APPLICANT(S) ~~~~ Zoe o DATE ***Any inf6rmation that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this applicafion 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/OS)