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HomeMy WebLinkAbout018-1098-11-100Wisconsin Department of Cor~m~:rce ~ PRIVATE SEWAGE SYSTEM Safety and Building 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 Ruvelson, David/Candi Hammond Townshi CST BM Elev: Insp. BM Elev: BM Description: r oo ~ ys- ~ o b - ~ A-l ->L . 6 n-, TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~t.A-~Qh~ / O b d Dosing / ~ Y~ b ~ .S~ Aeration Holding TANK SETBACK INFORMATION TANK TO ~/L WELL r~o r BLDG. Venter Air Intake ~ ROAD Septic ` ~ ~ 1 ~~ / Dosing Q`"- .5 Aeration Holding PUMP/SIPHON INFORMATION Manufacturer ~ ~ Demand GPM Model Number ~. TDH Lift ~~~/ Friction~~s Syst~ Hearer TD~ -~ Ft Forcemain Len t) j / Dia. ~~j Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width ~ Length ~ No. Of Tre~]ches DIMENSIONS ~~ ~ ] _ n SETBACK SYSTEM TO P/L BLDG WEI INFORMATION Typegf$yste m: ~ f ~~ ~ ^ _ / ~ ~ DISTRIBUTION SYSTEM EM ST ~ ~ ~~a o s Header anifol ~+ Distributi ~ t n~ Pi e s 2 / / ole S ~ ~ ~ G Hole Spaci ~g ~~ ~ to A' Intake Length_~_ Dia ~ Length Dia Spacing .3 v O la~Cr/ . SOIL COVER x Pressure Systems Onlv xx Mound Or At-Grade Systems Only Depth Over / Depth Over xx Depth of xx Seeded/Sodded xx Bed/Trench Center ~ T '1_„_ „ Bed!'T'rench Edges Topsoil Yes No ~ Yes ) o COMMENTS: (Include code discrepencies, persons present, etc.) ection #/1/2 'Zt'~b Inspection #2: .5~ ~jlo-3 location: Hammond, WI 54015 (SE 1/4 NW 1/4 30 T29N R17 NA Lot `~~~~w~ _ Parcel No: 30.29.17. 1.) Alt BM Description = ~ ~~~ ~ ~~"'~/~~~'`~ t U =. J 2.) Bldg sewer length = 6 J / f S C,ditAiu, d aedvZ,e S`~k )n _ -,amo1unt of cover = J2, 5 - 3 ~Cau~_ d, L f 6 ~/~~~ 3~ le+~'tt>~ gs.S,S~ Plan revision Required? f Yes ~o ~~QT Use other side for additional information. ~ Q~ L-- I I I I - - -- -- -- ---- -- GC,~t~ i SBD-6710 (R.3/97) Date Insepctor's Sign ure Cert. No. ELEVATION DAT county: St. Croix Sanitary Permit No: 420662 0 State Plan ID No: ~~~~ Parcel Tax No: ~~O ~ fQ 9 ~ / / SectionlTown/Range/Map No: 30.29.17. g ~~ STATION BS HI FS ELEV. Benchmark /t /,j, ~Q ~ ''! f '`7 0 0 .3 )~ • ~S t Alt. BM 2.3~ r'ti~ l ao, Bldg. Sewer SG1-'f ~o l~ ~O.7a SUHt Inlet ~ 303 I a SUHt Outlet i- Dt Inlet Dt Bottom 13 • ~ `f ~ ,~ j Header! an. ~+d ~~- ~~ Dist. Pipe S+ ~ 2 1 1 l ~ 7- {~ B Bot. System / •g-S-i 1 r~ .'~I ~., .~ Gi "~- Final Grade '~. Y St Cover S-d s.g S,S~ ~ Depth CHAMBER OR UNIT Model Number: C s, s` u ed C1u o~ ~z Safety and Buildings Division County ~ ` ~ 20( W. Washington Ave., P.O. Box 7082 ,S ~ s'~On~I ~ Madison, WI 53707 - 7082 Sanitary Petmit Number (to be filledw by Co.) Department of Commerce (~8) 261-6546 aO ~ ~ ~~ Sanitary Permit Application State Plan [.D. Number--r7egvs. 110 In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ~ Q may be used for secondary purposes Privacy Law, s 15.04(1 xm) Project Address (if different t mailing address) I. Application Information -Please Print All Iuformatio R ~ ~ ~ ~ ~' ~ ® ,/~ ',!~ ., - ~J~ c5 ~~ Propert Owner's Na e P el Lo Block # ~~a~~ ~ 4 ? 003 . Property Owner's ' in Add Propetty Location r ST Cr ~ ~.(;Jl~'~' ~ ., ~ CILC ('/ ~~''/ S i Ciry, State Zip Code one'Num a _ . .,i ., ect on r-CGD O~ t/Y ~ ~ ~ ` S- %~ circle e) T ~ N R ~ ~ E i ~ I .Type of Building (check all that apply) s~v r ~ ; o> , Q~[~ or 2 Famil ~ !/ ~ Dwellin - N f B be d ° ' Subdivision Nam e CSM Num ii~ p y`, ,p y g um r o e rooms J ~ . ^ Public/Commereial - Describe U e / ~ / ~ ~ ~ 7 ~ ~ h~.~ ^ State Owned -Describe Use OUND r" ~(7 S BSI •• 0 ~~ ~s5 ^Ciry ^Village~iTOwnship f III. Type of Permit: (Check only one box on line A. Complete line B if applicable) m L D A' New S tem ys ^ R lacetnent S stem ep y ^ Treatment/Ilolding Tank Replacement Only ^ Other Modification to Existing System B • ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner / / IV. T e of POWTS S stem: Ch that a ~ ~' s/3-aV / L r/ ~r S" ^ Non -Pressurized In-Ground ^ Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Fitter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other plain) V. Dis ersal/Treatment Area Information: (. - ~ ~ Design Flow (gpd) Design Soil Application Rate( dsf) Dispersal Area Required (sf) Dispersal Ar/ea Proposed (sf) System Elevation VI. Tank Info Capacity in T 1 Number Manufacturer Prefab Site Stcel Fiber Plastic Gallons Ions of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank /Q~ ~~ ~ ` Aerobic Treatment Unit ..~ .~~ Dosing Chamber b O VII. Responsibility Statement- I, the undersigned, assn es oosibility for i allation of the POW'fS shown on the attached plans. Plu ber' Name (Print) lumber' igna re MP PRS Number Business Phone Number ~ D ~r~~ a ~ ~s~ ~~s~~ ~~ ~ - ~~ Plumber's Address (Street, Ciry, State, Zip Code) l~ ~ ~'v_ ~ ~z s~~ VIII. oun /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Surcharge Fee) ~ ~ 'Date Issued ~ p Ism eni Signaa Stamps) ~ ^ Owner Given Reason for Denial _ 7 rT 3 ZS' 26 IX. Conditions of ApprovaVReasons for Disappsova ~C ~~-mod ~L ~~ ~ Y>7.t:Ua~f ~~ f6~-~1,~'~'e° w~w.t~rn.~~ , ~ ~af ~~ y f~ ~ ~' - - ~~/.~GCD~~ ~' ~ 1Q./~C zL/ii~. ~ 'j /~ tt)/ +~ -~ h2~.lirt7 'G ~ ~ ~ '~"~`Gd'ns~`/ SQL S L~mG t . 7 J •~~. - ~~J Altrcfi com a 81ans tFo the County for the system on paper not less than ,3l/2 : t t inches is size - tt'~ f~, s BD- 6398 (R. 08/02) YLU'1' PLAN Scale 1 "= SO ' cove-off ~ . Q6. S' -~ `ao1~r1 0~ eat t~ Z mac., qg.o' tib ~~~ ~~~ a~ ~\ ~ ~ r3.3 \ 9_ ~v -vor ec>~~~r o2 ~ ~\S~vv~3 't~HS P~RS~sA \`~. '~ ~5 ~O~Q Page 3 of ~ ~w1 1 1 1 i ~~ ~ ;~ ~ `~ ~~ 5 ~~ Ub 3 3~~: ~~~ ~'!1.--_ Ll._;: _O o .~ p' ~ N 1'' SZL~ L A I P C, ~T-3~1____:~. ~vo.~s ~o,v 1 `~y" s't~~tst. tai ILL`. _r~,N.10n` S~Bprc.L~ ---- - _ NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be looo /b SOgallon capacity manufactured by 4 . $ench mark 5 •., g ~, y~uV ~ _ . ~. Divert surface water around system to prevent ponding at the uphill side. A. a ~ ~~cons~n Department of Commerce January 16, 2003 CUST ID No.267341 ~~~~~ E~~~i~ 2 a X003 ZONI?VG OFFICE ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/16/2005 SITE: David & Candi Ruvelson 154TH St Town of Hammond St Croix County SEI/4, NWl/4, S30, T29N, R17W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 888525 Identification Numbers Transaction ID No. 828106 •'Site ID No. 655009 Please refer to both identification numbers, above, in_all correspondence with the agency. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. "' The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • Per manual cited above, limited activities are allowed in the area I S feet down slope of the component area. Soil compaction, excavation vehicular traffic and other similar activities t and dispersal _._ -rare prohibited. -~---- • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. com merce. state.wi. us/sb www.wisconsin.gov James Doyle, Governor Corry L. Nettles, Secretary ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 ~~ API pEPAt~ :R.G~ SEE Ct • Comm 83.22(7) 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. ARTHUR L WEGERER Owner Responsibilities: Page 2 1 / 16/03 Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.540). U~ • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Charles L Bratz POWTS Reviewer 11 ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state.wi. us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 f TITLE SKEET Paoe 1 of ~ FOUND SYSTEi~1 FOR A 3 BEDR00~1 RESIDENCE This plan has been prepared in accordance ~~ith the Mound Component Manual SBD-10691-P and the Pressure Distribution Planual SBD-10706-P (N.O1/O1) (N.O1/O1) LOCATED ICI THE S ~ 1 /4 OF THE Nw 1 /4 OF SECTION 30 , T Zq N, R l~ 6J TOWi1~ OF _ 1~}-~{•~y~, yv~ ~ Yv~ , ~-C-•~ `.~j lX COUNTY, WISCONSIN. L.p T 3 b o F- ~ ~ZA ~:D - +~-~:2~ S --- INDEX ~~~ ~ Ip ~~ PAGE 1 of 7 TITLE SHELT ~ `~ PAGE 2 Of 7 SYSTEr1 -It1~dAGLi~1ENT PL.Aid ~p 9~,j ,~I PAGE 3 of 7 PLOT PLAN `f' eS PAGE 4 of 7 PLAN VIE~l-CROSS SECTION ~l ~0~~ O PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT ~j~ PAGE 6 of 7 PUi•1PING CHAZiBER CROSS SECTION PAGE 7 of 7 PUrIP PERFORi•1ANCE CURVE O',_ t! PREPARED FOR ~ f~ V ti ~ P`Y~ e-'~'tiD1 ~vv ,SON ~3R,u-v swtc~ , ~ ~ o ~ ~` Z~ Z jh~nQlly ~o~~o ~• ~ COMMERCE PREPARED BY ~O1N~g WEGE~ER SL3 I L . TEST ~ !VG 'E~'WVp~ AMID . I3ES = Get SERV S CE P.0. Box 74 421 Id.ilain St. River Falls, t~lI 54022 ,~®~,001~® • Phone 715-425-0165 `~~ - ~' ~~~~ ~~'~•. Fax 715-425-6864 "~ ~ <c,, ~r~' ' ~ n.- '. • ,. ~';. r *; E. t' ~ fx,,. ~` ,~ ~~~ . ~.~„~ -•~3 _~3 JOB N0. 03-0 Mound System Management Plan Page z of 7 Pur-suant to Comm 83.54, Wis. Adm. Code Septic Tank ~ ~ 1 /~ b ~ ~ ~~ 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 operatino co [~itinn of ttia .......:....._~. __~ ou et filter shall be assessed at least once every 3 years by inspection The outlet filter shall be cleaned as necessary to ensue proper opera ion e i er cartriege snould not be remove un e mw cl F. u ~ of ~ ~~7rovisions are made to retain sntiris ~n tha tanlr fh=t --~•• ~•• ~•~ •••«~ ••~~~,~ ,ernovea rrom its enclosure. If the filter is egwppe serviced if ~/,t/J~ the alarm is ac va us y. n ermitten i er alarms may indicate surge flows or an impending continuous alarm. The ~"~"n septic tank shall have its contents removed, when the volume of sludge and scum in the tank exceeds 1!3 the liquid volume of ~'(i the tank; If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise 3 ~,- Psthe owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in ''vv (Y- the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. ~ d~ However, if,such products are used they shall be approved for septic tank use by the De artment of Comm r Bwldings Division. P e ce, Safety and ~PumoTank 3~i~-~YL ~UYyy~/~~' -,, The pump (dosing) tanK shall a ins ected at least once eve 3 e rs. All switches alarms n verify proper operation. effluent filter is installed within the tank it shall be inspected and sere ced as necessary.ted to ~ound and Pressure Distribution S tem it No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mo n shalt be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffidc (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 for frost protection. Influent quality into the mound system may not exceed 220 mglL BODS, 150 mg/L TSS, and 30 mglL FOG. 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 clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General - This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual {SB!}~I-E}5-7z-p-(}~r6,~gg}j. arid local or state rules pertaining to system maintenance and maintenance reporting. -~~p _I~06~1I-~' No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. 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. ~~Continoencv Plan ~~ 1~f 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 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 adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. • Questions about the operation or maintenance of this system should be directed to: The County Zoning -Office at __ ~ ~S _ 3U o_ ~ bBC~ ~--.~~ lX The system installer at 1"LS _Z,~j~= 6°I.~S VT-Gt'~'t2.p The tank manufacturer at ~'p0= ~ZS-g~~Sb l•U lgS~? The effluent filter manufacturer at ~'Ol1 - ZZ - S7 ~Z Zf~-$t~. The pump manufacturer at ~ 3p- ~~- ' _G-oyt_~5. --- _ PLOT PLAN Scale 1 "_ .~ ' 4 - ~ ~ (~ 1~ t~u~~ coves-o~~Z ~ ~t6 S' eo~,,,t 0~ e.a~ --~" ~ ~ ~~ \ ~\ .\ \\ \\ ~ 9j_ ~ ~ Du tN01' ~°O~t1~P~T U2 ~\ ~`?. ~5 3 3~~, i ~~~ W LLI, 1~ 3~,_ ~ SO ~ f~lU.1J''l 1'~; v?~.JJ.I~ __. _ ~~ ti . I 0 0 ~ --~; S~~~k I I i +i ~'1 ~' ~~ I NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be Iooo /(,SOgallon capacity manufactured by 4 . $ench mark ~ •, S ~; W~3uV 5. Divert surface water around system to prevent ponding at the uphill side. 1~•1 Page 3 of ~ ~~ 1 i 'AL,T i I ~~ ~b5 ~O1u~ y`~p~~ . , PaaE ~-I Or" - Approved Synthetic Covering ASTiK C33 .f Distribution Fipe Medium . Sapd .. I Topsoil ~+~ cL-_-H - W F ,• v . G Ele ~ 8. 3 ~~ i i , h' / I e '3 % Slope ~ . Distribution Cell of Force Main Flowed Z" to 2 Z" Aggregate From Pump Layer ~, ~U~~- CROSS SECTION OF A MOUND SYSTEM F ~,~ Ft. C o- S Ft . A ( Ft. H t,p Ft. Linear Loading Rate= 6- O GpD LN FT Design Lo ding Rate . D 33GPD FT 13(o~f'~- t~;,,Q ~-.~ Si~ Sod ~r ~hU-~- rnatn Pn~,+' -oe-~-++~-rb-~-~d n _Fnrra-M~j~ L ~ B -1 S Ft. '~ I ~ ~ Ft. x \ 1 Ft. L Q-] Ft. w Z6 Ft. ~} -Observation Pipe -- fi ~ K C~-~-•--------------------- --------------- ----- - 3oX W ~s--~ ---_~•------ -------- ---------------------- ~ Force Main ~Oistribution `-- CeII of %" :~~ x to 2 z Pipe ~ aggregate . Observation• Pipe (arschbr sec~zely) PLAN VIET~T OF A MOUND SYSTEt4 ~' t Distribution Pipe Layout Pace S of Place the holes at the bottom of the distribution pipes . at'equal spacing. !remove all burrs from the pipe and holes. Extend the end of each Iate~al up with the ~e of IonQ turn or ~~' fitti.n? to a paint withia si.; inches of the final ~*ade. Te.-urinate the ends of the late.-aIs with a valve,: thre`ded c :_o or • .threaded pIu~. Provide aces from final ,ode for e v ve, ' ~~ ~ --.- T~t P l cr L i;,ZDS S .s~~;lg N FV C ~ F~JC 1~V Latent ~ ~ Manic-vfd ~ ~-;ter x I xIl I x2 F -~+ a- - ~ 4~ t~y,1 \ F3 G- -- ~R~~.'~ 1ti fr~~J p 3~.s Ft. S 3 Ft. X 3 S Inches . . rC-C^~,S s~X - -o - --a ' Hole Diameter ~~g Inch ---~ Lateral ~ I Inches) Manifold Z- Inches Force Main " ~ Indies - - ~ of holes/pipe ::. 13 Invert Elevation of.Laterals ~ ~-~ Ft. `13'~u~~lL = S.33x~ = zt-3Z Gf~wi x ` .. __. ~ - Combination ~Sept~.c~.Tank and ~ PUMP CHAMBER CKO55 SECTIOIJ AIJD SPECIFICATI0~15 ' PAGE .E', OF -VEUT CAP ~ WEATHER PROOF JUIJCTIOIJ 90X .. '1-C•Z. VEAIT PIPE ~ APPROVED LOCKIAlG ~ lO' FROM ODOR, MAUHC-LE COVER tvl~kl t+~3p~C1010 PIPS %%itJ00W OR FRESH ~ u-'P+RtJIWG LA~gE(,,. _ '~lrY1cLTlsttT-cnp ~ Alk IAITAKE CotJDutr ~ ° ~ .. . ._ r~ ~ i G ~S"D E I 18'nIN. lA1LET Approved joint w/ PVC pipe -- - = ` ~~ ~~ +~~ ~ PROVIDE I •• ~~ AIRTIGHT SEAL I ~ I 8 4`=F~~ ~ I ~ I z>~~ ~~~ -• A ~ I I ~ ICI 19 -l ~ 60 I I ~ ALARM a -I II I I ~ f ou c •i 1 CLCY.~~.U(~ f~ ~ __J PUMP ~ ~ OFF 0 COUCRETE ~L.~.U • P &' . U O' ~ ~ ' 9LOCK Approved joint w/ PVC pipe ~- RISER EXIT PERf117fED OI.JLy IF TAUK MA3.;UFACTURER HAS SUCH APPROVAL~3,•AAPRorFC BsrDO I N 4 SEPTIC E SPEC`IFICATIOIJS _DOSE - - Tt.1,1KS MA-1UFACTURCR: ~.11~~~Z e-U~`~- } S 1 J~d EA OF DOSES: ' .. PER DA _ TA1.IK SIZE : __ 100 l ~ SO GALL01J5 OCSC ., VOLUME z - ALARM MAUUFACTURCA: _ S-J ,~L.~T~O S ~'LS~ S II.lCLUOIU~ bACKFLDW: ~ ~~ ~ GALLOh1S MODEL 1JUM8ER: ~O ~ ~~ CAPACITIES: A= ~g IUCHES OR 3 ~ b GALLOfJ s SWITCH TyPC: _ ~~~ZL°U(~-L/ 8 = Z- IuCHES OR ~ y (/UMP !"lA1JUFACTURCR: GOV Lps / G~LLOUS b `~ Z MODEL I.JUMHER: ~~~C y C: IUCHES OR CALLOUS `/ ~Z Z©7 SWITCH TYPE: _ ~!•~Z.C-U(~-L! u 0= I~lCNES OR CALLOUS ~ q ~M q - C y OTE: PUMP AUp R Rf TO 6 E MIlJIMUM DISCHARGE RATE ~ 1' 3 Z GPM INSTAlLEO OAI SEPARATE CIRCUITS VEt~TICAL. D-FFEREIJCE DETWCCIJ PUMP OFF AIJO..DISTRIBUTIOU pIPE., G-SO FEET -i- MI-.IIMUM 1.-ETWORK SUPPLY PRESSURE,, ; ~ , . (~-SO FCCT (S ' ~- 8s FEET OF FORCE MAIfJ X \~F~oftFRICTIOU FACTOR.. -U Y~l-3 ~'~~FEET TOTAL DylJAMIC HEAD = _ -b-aa FEET As per manufacturer \`1 -O gal/in. Liquid depth 3g.~ . .~ APPLJCATIONS Specifically designed for the following uses: • Effluent systems • Homes ,' • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 3/4"maximum. • Capacities: up to 55 GPM. • Total heads: up to 24 feet. • Discharge size: l'/z"NPT. • Mechanical seal: carbon- . rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Pump: EP05 • Solids handling capability: '/"maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size:l'/z°NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°Cj intermittent. Goulds ~c ~ °~ ~ Submersible Effluent Pump i i r~ u EP04 EP05 • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: l0 foot standard length,16/3 SJTO with three prong grounding plug. Optional 20 foot length,16/3 SJTW with three prong grounding plug (standard on EP05). METERS -FEET ,o s s o ~ a W x U 6 > 5 0 1 '~ 4 H 0 3 1 2 1 0 • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Automatic models includelVlechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^ EP05 Impeller: Thermo- plasticenclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Mator Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover: Thermoplas- tic cover with integral handle 'and float switch attachment points. ^ Power Cable: Severe duty ,rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SA• Canadian Standards Association (CSA listed model numbers end in "F" or "AC".) 30, ! - :: ~ I ~ ~ '~~SGPM, -- i __ ~ -, Lz~ ~r J - j i _. ! -__. __ _. - T- __.._ _-__._ __ __- 20 I i i I ~--1 j ' -?- i .. I I j - - - I- ------ - -- - ~--EPOS - -- 0 I 21.3j2 - _~ - - I--- EP04, __ ~ ~ ; 5 ~ I i i I I t ~ ' 0„ ' I !r ~ u "LU 30 40 0 2 4 6 8 CAPACITY 50 GPM 10 - 12 m°/h ©1995 Goulds Pumps, Inc. Effective May, 1995 s Z Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORti in ~r•r•nrri~nee with (`nmm Ali U\/ic ~rlm C:nrla 1239 Page 1 of 3 Ile o /S~ ST . Steel Soil Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix indude, but not limited to: vertical and horizorrtal reference point (BM), direction and percent slope, scale or dimemsions, north artow~loce~tance to nearest road. Parcel I.D. e~ / $ ' / ()(0-7~ Please prim Personal information you provide may be all irr~~~E D for secondary purposes (Privacy l.aw, s. .04 (1) (m)). eviewed B Da e Property Owner McCabe Homes Inc. • ~ -~!d U 9 2003 roperty Location ovt. Lot SE 1/4 NW1l4 $ 30 T 29 N R 17 W Property Owner's Mailing Address 935 Osprey Blvd 5'C CfZQIX COUNTY ZONING OFFICE o 36 Block # na Subd. Name or SM# "~(~ 3 L~ Z~ Emerald Acres City State Zip Code Phone Number City _f Village ,~J Town Nearest Road I ( Bayport ~ MN 55003 651-351-1018 Hammond 150Th St. i~ New Construction Use: `/ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ~ Public or commercial -Describe: Parent material Arland,Sandstone uplands Flood plain elevation, if applicable na General comments and recommendations: Mound design, system elevation 97.55ft based on contour line elevation 96.55ft S s-/~ r~. /'o~'a~7~orv.. ~ n-{~2,ur,a/ rn~f.~~- ~ ' ~ ,Ic~6d - ~~,/ ~ Boring # J Boring ""~~ ~~ /J Pit Ground Surface elev. 96.75 fl. Depth to limiting factor __~in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 *Eff#2 1 0-16 10yr3/3 none sil 2msbk mfr gw 1vf .5 .8 2 16-38 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 38 5 7.5yr4/6 f2d 7.5yr5/6 sG/sl 2msbk mfr gw na .4 .6 4 45-86 10yr8/3 c2d 7.5yr5/6 andston residuum na na na .0 .0 Boring # .J Boring N' Pit Ground Surface elev. 96.75 ft. Depth to limiting factor 41 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff# *Eff#2 1 0-13 10yr3/3 none sil 2msbk mfr gw 1vf .5 .8 2 13-26 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 26-41 7.5yr4/6 none sl 1 csbk mfr di na .4 .6 4 4 84 10yr8/3 c2d 7.5yr5/6 andston residuum na na na .0 .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 CST Name (Please Print) Signature: CST Number David J. Steel ~ ~` - 248956 Address Steel Soil Service ~ Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 1/6/2003 715-246-5085 Property Owner McCabe Homes Inc. ParcellD # Page 2 of 3 Boring # ~ Boring 1/ Pit Ground Surface elev. 95.25 ft• Depth to limiting factor 30 in. Sod 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 0-12 10yr3/3 none sil 2msbk mfr gw 1vf .5 .8 2 12-30 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 3 84 10yr8/3 c2d 7.5yr5/6 ~andston residuum na na na .0 .0 ^ Boring # ~ Boring _,f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Applicetion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Raots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ^ Boring # J Boring _J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnucture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 '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 The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel CST-POWTSM Lic. #248956 McCabe Homes Inc. SE 1 /4,NW 1 /4,S30,T29N,R17W Town of Hammond, St.Croix Co. Emerald Acres Lot 36 1564 Cty Rd GG New Richmond,WI 54017 Bus.(715) 246-6200 Res.(715) 246-5085 Legend 1" = 40' • =Benchmark Ele. 100.00Ft Top of 2" steel pipe ~ =Alt Rar~nhmorlr Fla 1(1!1 dSFt s~ >~ . /(.C. i' .~. -.v, aaaay a~a i r•, av •u• Va~ ailaivtivivi~L, J1. \.1\V1A <.V tJ1V 1 1, WISCONSIN, BEING LOTS 10 AND 11, PLAT OF EMERALD ACRES. PREPARED FOR: SURVEYOR: NORTH 1/4 RICHARD O. STOUT DOUGLAS J. ZAHLER S & N LAND SURVEYING, INC. COR. SEC. 30 JANET P. STOUT 2920 ENLOE STREET 1353 AWATUKEE TRAIL HUDSON, WI 54016 HUSON, WI. 54016 ~ I ~ ~O4 W Z ~ o ,,, o ~ ~- ~.... U o O ~ o Z U ~ ~ Z ~ W ~ W ~ m ~~O Q~° ~o= z=~ ~~a mz° --_...._l-- d04 ~~ --J L----- ~. N ~I TOWN o ° - , - ' M ROAD- ---- _ - -- a N89 4502E 321.16 M _ M -_-_-_-_-_-___ 78' - 3 S89°45'02"W 739 _ ,~ t ~~ 33' . 3 .. ... ~ .......... ~~i i ~~~ T / LOT 3C o ~i I ~ d04 ~~ ~ _ ~ zJ ~ QI QI r ~ ; t~~ ' ` OI I I o ~ :+-100 ~~/ ~~ ~ ~) l~ _~ Z P ~0 ~ ~ ~ N89°44'39"E 327.16' ( ~ - - - - - - _~ o~ _. ~ ~t M ~i I ~ _ AI r . h : ~~~ ~ I m C Z T .~~ LOT 37 : o O ~I (~I I ~ Qi 04 ~~ (1os,soo so. Fr.), ~ ~ W I ~i o~ ~~ d' I .~ 0 0 0 v O y m N w N C31 O 15' WIDE NON-MOTORIZED ° odi ~.100~ MI ~I VEHICLE, EQUESTRIAN, RECREATIONAL TRAIL EASEMENT ~i' 0 r O'- /~ M (~~ [~ ~ W ~I 1 ~' a 0 O ~ ~ - - . . - 175.26' N89°44'16"E 321 X16' ~~ 496 42' ~ N~ . ; Q ~ I I ~ LOT 38 ©:;~~ ° ~ j~l ~ 2.500 ACRES ° obi r ) I I Qp (108,882 SO. FT.~~~~i N i ~ i n ( I ~O4 ~4 i O N89°48'38"E 498.02' ~ ~"~' O~/ ~-100' O I I I ~ Q ' ~ Q~'~ LOT 39 ~ o ______ ral ~~ ~' 2.500 ACRES ~ r Q i ~ (108 FT ) N 918 SO ' ~ I O , . . d'~ C ~' ~ ai co LSEC 3 7 33' 33' ( ~,~~( ~~ . 0 _ S89°44'16"W 499.57` i LEGEND _d~~ g _ ' ~ FOUND ALUMINUM COUNTY SECTION SCALE IN FEET 1 " = 150' CORNER MONUMENT • FOUND 1° IRON PIPE 150 0 150 • FOUND 2 3/8" OUTSIDE DIAMETER IRON PIPE i ~ \I ~ I ~ ~- ~ I ~ ~ l I / I ; ~: /_-~ I I I N~~ - ~ I ~ O g i I O= °~ I 3 O ~~ ° ~ - 1 , - oWC ~ m I .00 -ACR W ~ .7 ACRES) I I m ~ I I \ 4+ / ~ ~ LLO i ~ ,~ I ~ I O \ I I I // I ~ ( I O IN FFE = 1044.50 1 r• 2 E! ( j~ / I I (4 8 R S) ~ I t I I -~.. ~ W I L__ _-- -- -... ~~` 1 ~'`~ I I m l / ~ I ~ O .W.L. _ -~---- _J _ j 1042.5 1 _ _-- _ p ~ - ~ ~~ 37' ~~ TURE R I _ _ TO ONST - - OA - - ~ B HE 874` p4 ~ ' - - ~ _ _ _ _ -- - -~0------ ----~- v-~ ~ I y I -------- -------• a r--- i ~ M w~ i~ I - ~ 5.00 A E I M I I (4.4 ACR I ~ ., - ~ 1 I ~ 1 ~ I j I I I j 674' ~ ~ I ^ ~ i t0 (.9 R 8) I t0 I I / 31 I I I ~ ~ ~ ~ • , ` I / ~~3 ~ M ~ I ~~ x.00 ACR sT Cxo ~~~ Ac~saMSi`~T SEPTIC TANK. D OWNERSHIP ~~C,p,'I'ION FORM O~erBtryer 3 ~~~ property Address ~„p !./.Z" parcel Ide~-tification Number City/State i~~/YI - Pav,.~" o~ ~ i ~'~ l fX~7 - ~ d -(~ LEGAL D~CRIpTION ~ T O~ N-R,,,,! ...Lw~ Town of ~~...~='t r Location ~_'~~ ~' U' . ~~, Sec. ~~ P'roPel'tY ro CS,M i~ -431 Lot# ? Subdivision ' ~ Page # ~'~ 31 ~2~z 3/p v o a ~ , volwne (;ertified Survey Map # ~ 3 ~ ~ 7 Page # 3 ~ ~ C a-/ 31 f D ~ WatrautY Deed # l n t t ~ : ~ ~ _ ,Volume Lot Lines identifiable~y~ ^ no Spec house ^ yes' STEM RZAINTj` NANCE ~ could result in its tome failure to baadlo wastes• Properma~nance ynproper use sad maiateaan'xof your hO ~ oror sooner. if needod b~y~a li P ~t y°u ~ ~O the systenn consists of pumpmS out the septic tank every diray am affect dre fimcti°n of the septic tank as a treatment stage in the waste disposal " a certification foam, signed by the owner and by a owner agrees to submit to St. Croix Zoning l;~ . that (1) the omits wasbewaterdisQosal system p j~eymanplumber, ~trtctedPlurnberor a licensedpump~v ~ c tank ~ Less @~an I/3 full of shrdge. is irr props ~~ condition and/or (Z) after inspection and pumping C¢ naessary), sad agree to maintain private sewage di~osal with the standards ha„~ read the above r+egn>r~ents ~ State of Wisconsin. Certifica . hen by the t °~f ~C°m~merce be ~leted~aad~ oreturn+od to ~e~ Coualq Zon>ng 4~-ce wuhi~n 30 sffiting that your septic system days of the thra year expiratioadate. ~ ~ ~ ~ ~ DATL OF APPLICANT Ogg ~YZ^1'IFI ATION our knowledge. I (we) am (are) the owner(s) of I (we) cortifY that all statements an this form are t~~ed gsgister of Deeds Offic;e• the roperty descn'b~l above, by virtue of a warranty decd ~ / ~ P DATB gi TURB F APPLICANT «s++~*~* revoked by the Zoning Departmeu~ sss«*« }may information that is mis-r~pns~~dmay r~~rlt is the sanitary Pmt Ming dad frma tun ~s~ ofDeeas °~` ss Include vrith this appllcs-tlon: t ~ f ~ eertz'fied survaY >s~P ff cc is made in the RrarrantY doal ~yerification noquirod frown P~annuag --- -- ....,.~._ _._._-. __ _ ...._....~,...,,........,...~,,.y... _. _ ...._...~ ._- -- .' r ~ !1 2097P 377 STATE BAR OF WISCONSIN FORM 2 - 1998 ~iA RRANT i~ DEED Document Number This Deed, made between RT(`HARn O ~TniTT anA TANET P STAUT~ husband and wife, Grantor, and nn~~rn u RiiVFT C(11U anri Kj1,WgT K pti~r'-E'bS9N-, hi~chanri and ~.ri fa Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. CrO1X County, State of Wisconsin: Lot 36 f Certified Survey Map filed De er 23, 2002, in Volume 16 of Certified Survey Maps, Page 4431, as Document No. _703425 located in the SE 1/4 of the NW 1/4 and the NE 1/4 of the SW 1/4 of Section 30, T29N, R1 7W, Town of Hammond - ci- ~'roix County, Wisconsin. Said Cer~ified_Survey Map previously being Lots 10 and X11, Plat of Emerald Acres. p/U~~~}L sw3D. This 1 S not homestead property (is) (is not) !! Exceptions to warranties: easements, restrictions, rights-of-way and covenants '" of record. i! i -~Gt, Dated this ~ day of ~QC~2MI4-Q~" 00 oZ t ld~~ r~ ~ ~ S~C~ (SEAL) ,_ ~ ~~~ (SEAL) * Richard O. Stout Janet P. Stout (SEAL) * 1 Signature (s) AUTHENTICATION authenticated this day of Diane M• Barron Notary u * 7~4~~7 KATHLEEN H. NALSH REGISTER OF DEED ST. CROIX CO., MI RECEIVED FOR RECORD 12/31/2002 11:55AM EXEMPT ~ REC FEE: 11.00 TRANS FEE: 143.70 COPY FEE: CERT COPY FEE: PAGES: 1 ', Recordiny Area Name and Return Address ~d cry ~,~~ ~-~(re. _ ~f o0 S O Lt7~l- `~~~5 ~~ ` w ~~ #37~y9q 0 0' 18-1067-40-000 sE~~~y~ ACKNOWLEDGMENT (SEAL) State of Wisconsin, ss. St . Croix County Personally came before me this ~ ~ day of __ ,the above named R i c~ha rd Cl.. S o ~ and ~7anet P _ 1 ~ ~ v . ~V+' 7 0 3 4 2 5 CERTIFIED SURVEY MAP LOCATED IN THE SE 1/4 OF THE NW 1/4 AND THE NE1/4 OF THE SW I/4 OF SECTION 30, T29N, R17W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN, BEING LOTS 10 AND 11, PLAT OF EMERALD ACRES. VOL 76 PAGE 4437 KAT~LEE}T H. M7~I3R-"-- REGISTER OF DEEDS S~-CROI X CO.L N I RECEIVED FOR KEC Rb D 23/2002 03:i5PM ~ COPY FEE : 3.00 PAGES: 2 PREPARED FOR: SURVEYOR: NORTH 1/4 RICHARD O. STOUT DOUGLAS J. ZAHLER S & N LAND SURVEYING, INC. COR. SEC. 30 JANET P. STOUT 2920 ENLOE STREET 1353 AWATUKEE TRAIL HUDSON, WI 54016 HUSON, WI. 54016 I o wZ IoW O F- r` F U o ocwi~o LL oO Z ~ ~z~ W J W ~ m ~ ~ O W = ~ Q ~ ~ ~ ~ ~ ~ ~ ~ _Z = ~ Q ~OM ~~ dl QI ~~ ~~ ~' i ~' I TOWN ~ - a ~ ~~ - ~~ ------- N89 4502 E~321.76 M_ 15' WIDE NON-MOTORIZED_ VE_HICL_E, E_QU_EST_RIAN, ,RECREATIONAL TRAIL EASEMENT ~~ O';~ IM d04_o v~ cfJ' al W M O O z° I LS~~ ~--- - ~ ---- ROAD-~- NI ~. ~ _ - - ~ - 33' 33' S89°45'02"W 739.78' V r I 16. ~ I I ~ ~I d04 ~~ ~I - - - - - - - QI ~I I 4 I Q' OI ~I I o~ ~ I I ~ ~ I I ~ I I ~I z. m o I of ~ rl I ~~ d04 ~?~ ~ ~ W I I ~ "` N v ~ j~ I I ~~ O ~- - - N' I Zi I ~i ~ I ~ [~04 ~4 ~ Oi I _ ~' ~ I ~~~ ~~ 0 0 0 0 v f11 N W N 0 SOUTH 1/4 COR. SEC. 30 w ' r- Wiscmnsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in acr~rdance with Comm 85, Wis. Adm. Code County C Attach complete site plan on paper Trot less than 81/2 x 11 inches in size. Plan must J inGude, but not limited to: vertical and horizontal reference point (BM), direction and Paroel ID. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information, vrewe Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (7) (m)). (/r'i Property Owner Property Location "~ S v ~. Govt Lo s 114 (A.~ Property Owner's Mailing Address lot # r X353 t 3Co ~ City State Zip Code Phone Number ^ City ^ Village ~ Page ~ of _ 3 Ie ~': RE Data ~d/ O 1( rn Nearest Roa / (~ New Construction Use: ~ Residential I Number of bedrooms _.~_~/ _ Code derived design flow rate ~ y~ llo QQy_ GPD ^ Replacement ^ Public or commercial -Describe: - - ----- - -- Parent material _ i ~ ~ _- _ __ __-_ Flood Plain elevation iF applicable _-%v1.~ ft• ' GeneraloommeMs <j~/s~{em. ~CU. 99 00 %2 0~ 0r~ink.Q IOf 6 1 CSrit /~-a3 bZ and recommendations: / ~ ~ 1 ~ Con-b~ r etty• ~~'~ Q° l/.o ~>~• / Boring # ~ 8oring (~ ph Ground surface elev. _~~ ft. Depth to limiting factor _ 3 ~ in. Sol lication Rate Horizon Depth Dominant Cobr Redox Descr~tion Texture Structure Consistence Boundary Roots GPDIit? in. MunseA Qu. Sz. Cont. Cobr Gr. Sz. Sh. •Eff#1 'Eff#2 I I O- j/ - S~ ~ / r c ~ y~ . S . ~" Z /- /Y - SL r ~ - ~S • '~ -5G o / 7S r~//~o ~5 L 2 rnSl~~- •~ ~ • s 2 v _ Boring # ~ Boring q ®Pit Ground surface elev. _L~~ ft. Depth to limiting factor _~i~o _ in. ~ ~~ ~e Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft' in. Muns~l Qu. Sz. Cont Cobr Gr. Sz. Sh. 'Eft#1 'Eff#2 Z lo-Zlo / - SG f-- - , S - ~ Zl~~ ~ /y .,S / .SL -fir -' _ .S' 9 Efliuent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' EffNent #1 = rsw < 3u rrxyr_ ana r ~~ ~ .su rr~~ CST Name (Please Prurt) S' re CST Number Cat ~ Address Date Evaluation Conducted Telephone Number Property Owner _~SZ~~- -- Parcel ID # ----------_---- Page -- Z of _-~ _~ Boring # U Boring ~~~ Pit Ground surface elev. ~ ~• / U_ ft. Depth to limiting factor _ z~ in. S~ ~y~ ate tion x Descri R d Texture Structure Consistence Boundary Roots GPDlftz Horizon Depth in. Dominant Color MunseN p e o Qu. Sz. Cont. Cobr Gr. Sz. Sh. 'Eff#1 'Eff#2 Z ~zy - ~~ ~ c - ~ y ,G zH- ~ J6 G 7 ~ / [. ~sb ~- ,s , ^ Boring # U Boring ^ Pit Ground surface elev. __ ft. Depth to limiting factor - in. Sotl ication Rate b i t C D Redox Description Texture Structure Consistence Boundary Roots GPD/ftz Horizon Depth in. r o nan om Munseil Qu. Sz. Cont Cobr Gr. Sz. Sh. 'Etf#1 'Eff#2 [~ Boring Boring # ^ Pit Ground surface elev. __-__ ft• Depth to Gmi6ng factor __ in. Soil A lication Rate b tbn Descri R d Texture Structure Consistence Boundary Roots GPDRf; Horizon Depth in. r Dominant Co Munsell p ox e Qu. Sz. Cont Cobr Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 =GODS > 30 < 220 mglL and TSS >30 < 150 mglL ' ,Effluent #2 = BODS < 30 mglL 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. SBD-8330 (R.07700) PAGE ,3 OF~ rTAA~EJ' ~c1-E' LOT#.~., T EGAL DESCRIPTION St ~ N~ la ,S 30 T Z`( ,N,R,~ ~' Elor)i~ SCALE: 1"= yO ~ BM 1 ELEVATION~On, y BM 1 DESCRIPTION ~~ Q~ (~ Arc. Diaz BM 2 ELEVATION ~/ ~, 9Q BM 2 DESCRIPTION -;bP off- ~ ~~ ~ SYSTEM ELEVATION g°I. ~ SYSTEM TYPE yh n ~ ~ d CONTOUR ELEVATION 9~~ ~ N 3t 1. I d~ l ~'v-~ Biz. 0'~ ~ 9'~, Zo f .~' `--- ~ ~ G ' 3O -Ili I ~l i ~~~ 0'~ C~ ~.L (~ l~ z o • 6~~ J~ _, SIGNATURE ~~---~- =~v ~ DATE /~ ` Z ~ - OZ CERTIFIED SURVEY MAP LOCATED IN THE SE 1/4 OF THE NW 1/4 AND THE NE1/4 OF THE SW 1/4 OF SECTION 30, T29N, R17W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN, BEING LOTS 10 AND 11, PLAT OF EMERALD ACRES. PREPARED FOR: SURVEYOR: NORTH 1/4 RICHARD 0. STOUT DOUGLAS J. ZAHLER S & N LAND SURVEYING, tNC. COR. SEC. 30 JANET P. STOUT 2920 ENLOE STREET 1353 AWATUKEE TRAIL HUDSON, WI 54016 HUSON, WI. 54016 ~ ~O~ 9 ~ ~ I n O~ c,~~ -----~-----------~ L-~----- ~. w Z TOWN ~$-- - - - ~ ~ ~ ROAD-~- ~I o ~ ~ N89°45'02"E 321.16' ~ _ _ ~_ _-_-_-_-_-_-_ _ _ _ J,I~,- `~ w ~ ~ _ - - - _ ~ _ ~' `~' ~ (_ ~ ~ 33' 33' r S89°45'02"W 739.78' - Y - - w ~ ~' Q~ 6' J ~ ,° i I I w I I ~ ~ ~ ~f o LOA 36 ti o ~ ~i d04 ~~ ~ ~ QI ~ (108,900 sQ.1=T.r I ~ ~ ~ Z ~ N ~QQ, I C~ I Q~ ZI ao I ~ d04 `~ ~ ~ N89°44'39"E 32 a .16' i - - - - - - ~ I ------- ~ ~ ~~ o I I a) ° i ~Qa t ~ Pi' M ~ ~ m i 0 ~rl O r LOT 37 ~ ~ ~ ~I (di o cmn ~1 Z r 2.500 ACRES O r I ~I ~O4 -~'~ I W ~~ ~ (108,900 SQ. FT.). ~ M ~ ~I SI CJ1 I 15' WIDE NON-MOTORIZED ~~' I ~I I ~I VE_HI_CLE EQUESTRIAN "t°i' '~1ar M I ~I -----1 ~~~ l o ~ RECREATIONAL TRAIL EASEMENT , ' _ N89°44'16"E " N89°44'16"E 321..16' ~ ~"' - - I - 175.26' ~ NI ~ I 496.42' ° eat : ~~'~1 ~ ~~ ~ ~ LOT 38 'p' I ° ~ ~ ~ O 2.500 ACRES ~ba/ ~ O ZI ~ pal c,~ I M N (108,882 SQ. FT.) ~~°~~ ~ I N 3~ (Ol ~~~ ~4 I ~ a ------- d01!_o ~ ~ OI IIJ N89°48'38"E 498.02 ~ 30' ~I I I (,~~ M ~~, ;.--100' ~ I ~ a~ o ~ Q %'~ LOT 39 ; I ~ Z O t~©~ ~ 2.500 ACRES ~ r (~ j ~y Q i (108,918 SQ. FT.) I N ~I i di ~ I , ( °d ~ SOUTH 1 /4 ' C+1 ~ ~ ~O4 ~~ COR. SEC. 30 ~ S89°44'16"W 499.5 T, cr~olx e~~ r' ~ Planning Zon °^'' p-"' ` r" m~~~ LEGEND dOO 4 ~° ins 1 ,