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HomeMy WebLinkAbout018-1027-80-100i ~ ? ~~ c\, w n ~ c ~ ~ O ~ O as O O n ~ i ~ ~ ~ ro a O ~ i ~ N O ~p O i O i in Z A O N .-. O <j N ,, 0 0 O O N I Q, i Z 0 I ~ o' W °- 0 ~' A~i O I I O fD N Ca .+ ~ ~ ~ a ~ m N m m O ~ _3 0' `~ ~ c n d Q t A (N °o N Z ~ o E a a c m ~ _~ N O N ~ r ~ 'G (D ~ O m 3' a ~ 0 7J ~ ro ~ c ~ m 3 ~ o ~ c ~ ~ ~ a 0 v O F. v N N 6 .- CD N j~~ y O N Q o~ _, o ~ ~ N n V 7 0 7 ~ ~ N fD N O N N O 3 fl: - fD to N ~o Q O ~ y o °' fD ~ ~ y ~ ~ ~ 7 n ~ ~ N .~-n ~. N ~ a O O (D (D y w 0 j ~ C 7 O ~c .Dy m o n C .~ ~ N N~-~ocn~i°cv o ~fDma°'_ c ~ ~' a n a o an m m ° m :° 0 3 fD cn O o° ~- ~~no ~ ~ ~ o d d a '' d o ~ ~ , ~ ~ ~ 3 1 '. ~ ~ ~ C d 1 3 - r: •• O W T ''~. _ ~ O CD W O N '' 3 N 'W ~ m '' 3 co 0 ~ V < I d N OD G ' ~ W Q ` ~ O ~ n o N N O ~ O O C D1 ~ r ~ a N a o 1 3 o ° ~ N N N N W OO " N N = '' 0 0~ n r N 3 ' '9 o , ~ o N D U1 N fp cn - ~ v v o N fD N ? ~ N ~ ~ T fD - ~ fQ .di 3 N m rn m I .. W '~ D D o 'I c a m .~ z ~ A a ~ N ~ ~ W ~ C C ~ W a ~ < ~ Z 3 A ° ~ o ^' ! c n C C CC C fR Z W T C 7 a Z O ~v m VJ ~_ O ~_ O C A b N 0 0 ~~ A 0 a w ~ N V a ti ~ /* ~istxx- n Department of Commerce Safely and Buildings Division CEI~fEI~AL INFORMATION PRIVATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMIT) Personal information you provice may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: ^ City ^ Village j] i~wno Fregine, Evelyn Hammond Townshi CST BM E ev.:~ Insp. BM Elev.: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic (pWi:~T~tz.N P~g7- ~~ 6 Dosing `^ Aeration Holding • TANI~C-gEfBACK INFORMATION TANK TO P/L WELL BLDG. vent to Airlntake ROAD Septic ~ tao ~ Q~ I NA Dosing ?tour ~ > lac ~ NA Aeration NA Holding PUMP /SIPHON INFORMATION Manufacturer ~ Demand Model Number GPM TDH Lift Lriction System TDN Ft Forcemain Length ~~~t Dia. zrf oist.TOwell 0('111 eRSARPTInN SYSTEM FI EVATION DATA County St. Croix SanitarkP~rm~t No.: 370349 State Plan ID No.: 3-53-8 Parce Taz Nn STATION 8S HI FS ELEV. Benchmark Alt. BM Bldg. Sewer St / Ht Inlet ~g/ „f' ~ ~8 ~ St/ Ht Outlet --~ "-- ---- Dt Inlet -~"` Dt Bottom - 0 (• ~ . D / Header /Man. Dist. Pipe Bot. System Final Grade St cover 5"-~-5 P~ l~ ~i- s' 3 8.8~ 8,v( 2 `f fo3 BED /TRENCH Width Length No. Of Trenches PIT No. Pits Inside Dia. Liquid Depth DIME I N DIM N I N K SYSTEM TO P / L BLDG WALL LAKE /STREAM LEAC NG ~, - u adurer: SETBAC INFORMATION TypeO l i D UM T Mo a Num er. System: ~ , h R h1~TRIRIITIAIU GVGTFM ~ ~~aD.~+~tlORr !'~~~~ Header / Mani old Distri ution Pipes} x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length Dia. Spacing SOIL COVER x Pressure Svstems Only xx Mound Or At-Grade Systems Only ~ ~/, (03 Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ^ Yes ^ No ^ Yes ^ No COMMENTS ~(~cl` de bode discrepancies, persons p~e ~ ut, tc. ~,,~I ~~ ~~~~ ~.~c,,,,,i6 ~ ,Q ,~1. 12~ o~~ o,ps- -t-~` a aw ~t~r ~. ' ~.os~ was ~-~ Inspection #1: / / Innsu~e"c`ttion #2: / -/ Location: 911 200th Street, Hammond, WI 54015 (SW 1/4 SW 1/4 13 T29 R17W) - 132917203010 -Lot 2 1.) Alt BM Description = _ ) 5 , ~ Z , 2.) Bldg sewer length = / -amount of cover = 3.) contour = Pfan revision required? Ygk ^ No Use other side for additio a Information. SBD-6710 (R.3/97) ~j ~ vt,0 ~t~,~e J+~spe or's 5'gnature /~ ~ l rt. No. O~r~-t,h yV~.6~tt.tt~ l ``1t~'e~et,~ ./ ~n"'`~ (J .; , ~. __ . ,y '~•Q•~ . , ~.: ~~ a s .. ., r ~ ~ ~ ' is i ~l~ia,. ~ ,/ r ~' ~/ _ + r/~ /' 1, ~ t ~~ ~' "~(' . ~~ ,~I( „~ ''' Qg l ..... , ,~ ~ ... ~e4_,,a~~t6~ ,,~ ' i ,~ a• Z °~ ~ / 2 Sanitary Permit Application Safety &. Buildings Uivisic '' ~ In accord with Comm 83.21. N'is. Adm. Cade; 201 W. Washington Av PO Box 73t ~~seonsin ~"~ reverse side for instructions for completing this application Madison WI 53707-73t . i Personal information you provide may be used fnr secondar}~ purposes t)epartment of Commerce (PrivaC}' Law', s. 15.04(] }(m}j , (Submit completed form to couray il'r state ow a Attach com fete lens {to the count.- co - onlvy for the system. un a er not Tess than 8 -1~2 s 1 inches ' / ,~tJ County ,~ n 1C State3 nary Pern 't Number ^ Check if revision to previous application fate Ian t. .Number 3 }5~ I. A Iication Information -Please Print all Information Location: Property Owner Name r ~~~ ~ ~ `~ ~ Property~Location G(J S ~ z L~ ~ ~ f r I !4. 1 !4-J T ,N. I or Property Ownerf's Maili/ng Add ss ~ ZC~ ~G~ f//(,~~ ~~ j Loi Number Block Number City, State ( Zip Code Phone Number Subdevision Name ar CSit4 Number - 11 Type of Building: {check one) ~ ~ s lw s ~- - s, f ~ 3 ^ City l7'Village 1 or 2 Family Dwe!}ing - No. o Bedrooms: C j3(Town of O PubliclCommcrcial (describe rase):- ~ ~ O State-owned ' III Type of Perz;tit; {Check onl}' one bex on line A. Check bax on lsne $ if applicable] Nearest Road „~ ~or~ S ~ A) 1. New System 2. ^ Replacement 3. ^ Replacement of 4. ^ Addition to Parcel Tax Numbers} S stem Tank (3ni Existin S stem - i O - btO - /~ B) ^ A Sanita Permit was rcviousl issued Permit Number ~d ! 3. 2°t . I . 2r~,G - IV. Type of PO'VVT System: (Check all that apply} ` ~ ~ ^Non-pressurized In-ground ~viound ^ Sand Filler ^ Constructed Wetland ~~ ~ ^ Pressurized In-ground ^ Holding Tank ^ Single Pass ^ Drip Line ~ ^ Aer9bi Treat nt Uni O Rc~ircu~ating<r ^ Other: ~ '"by~af ^ At-grade ~ S 8 C.e-~1D~"J D C~.2. ~ .. V Dts rsallTreatment Area information. 1. Design Flow {gpd) 2. DispersaiArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate b. Sy~y~, levation 2 5 S~ 7. Fine! Grade ti l Required Proposed te (Gals,lday!sq.ft) Ra (Min./inch? . 77. eva on - .~ /~ ~j `rf'~ m .~ - ~ Gn~ s VI Tank Capacity in Tota! # of anufacturer Prefab Silt: Steel Fiber- Plastic Itiformatian Gallons Gallons Tanks Con- Con- g}ass New Existing Crete strutted Tanks Tanks _ ' ~ ' ty1 ' t~ 2 1 ^ ^ o ^ r / G 3 F /i /c ^ ^ ^ ^ VII Responsibility Statement I the undersi ed, assume res nsibilit fer installation of the POWTS shown on the attached lane. Plumber's Name (print) Plumbc 's Signature {no stamps): MP/MPRS No. Business Phone Number Plu s Address (Street, Ci •, State, Zip e} ~ c~ ~ ~ -" ~ ~ ~ S'- - r ~-. - c ~ , VIII Caunty/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No scamps) J~.Approved !? Owner Given Initia! Adverse S charge Fee) ~ 3as °D fO -?D - Determination IX. Conditions of Approval /Reasons for D` isappr~val: t n , _ ~ n ( ~ n (} ~ ~~~~ reC~ ~'l~^-4C'vWa~ v~aM.~ai:~ Se~'-L..~>!~c-."~t-~ ~~ Qs ~ ,~ i ~scons-n Department of Commerce Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264-8777 www. commerce. state.wi. us Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 21, 2000 CUST ID No.227618 TOM GUSTUM N13450 937TH ST NEW AUBURN WI 54757 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/21/2002 ATTN.• POWTS INSPECTOR ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD - .HUDSON WI 54016 .., ` t ~• . ~, Identification Numbers 1 ' `'~ n.~f' J Transaction ID No. 437558 ! , JT .I Site ID No. 199455 SITE: `~ ~' "' Site ID: 199455, EVELYN FREGINE f; ,,;.v <<~ ST CROIX County, Town of HAMMOND; ~QO.TH ST ;_';~~~„-~- SW1/4, SWI/4, S12, T29N, R17W ;~sr, h~>vFFICr~ FOR: ~~ " _ ~~• ~ ~,_ __ Description: MOUND SYSTEM FOR EVELYN FI~~1N~E; } <~ ` ~`~ Object Type: POWT System Regulated Object ID No.:'T6~52'0"'~ : rifer to both identification. numbers, 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: The following conditions shall be met during installation: • The installation of the force main shall comply with section VII.C.4. of the Mound Component Manual For POWTS [SBD-10572-P (R.6/99)] • The aggregate used in the distribution cell shall comply with Comm 84.30 (6)(i). • The synthetic fabric used to cover the aggregate cell shall comply with Comm 84.30 (6)(g). • An access opening of sufficient size to allow removal of the filter must be provided over the outlet "tee" baffle of which this product is installed. This access opening must terminate at or above grade. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, KEITH A WILKINSON , POWTS PLAN REVIEWER Integrated Services (715) 524-3630, FAX: (715) 524-3633 , M-F 7 AM - 3:45 PM KWILKINSON@COMMERCE.STATE. WLUS DATE RECEIVED 09/18/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: EVELYN FREGINE a ~ -scons~n Department of Commerce Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264-8777 www.commerce.state.wi. us Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 21, 2000 OUST ID No.227618 TOM GUSTUM N13450 937TH ST NEW AUBURN WI 54757 ATTN.• POWTS INSPECTOR ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/21/2002 SITE: Site ID: 199455, EVELYN FREGINE ST CROIX County, Town of HAMMOND; 200TH ST SW1/4, SW1/4, S12, T29N, R17W FOR: Description: MOUND SYSTEM FOR EVELYN FREGINE Object Type: POWT System Regulated Object ID No.: 763520 Identification Numbers Transaction ID No. 437558 Site ID No. 199455 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: The following conditions shall be met during installation: • The installation of the force main shall comply with section VII.C.4. of the Mound Component Manual For POWTS [SBD-10572-P (R.6/99)] • The aggregate used in the distribution cell shall comply with Comm 84.30 (6)(i). • The synthetic fabric used to cover the aggregate cell shall comply with Comm 84.30 (6)(g). • An access opening of sufficient size to allow removal of the filter must be provided over the outlet "tee" baffle of which this product is installed. This access opening must terminate at or above grade. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, V~ ` KEITH A WILKINSON , POWTS PLAN REVIEWER Integrated Services (715) 524-3630, FAX: (715) 524-3633 , M-F 7 AM - 3:45 PM KWILKIN50N@COMMERCE. STATE. W LUS DATE RECEIVED 09/18/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: EVELYN FREGINE r r ~~ , `v.' LG~~ ~~-~' ~d J c'~L c~:~' Owner's Name Owners Address Legal Description Township County Subdivision Lot# Parcel I D Mound System pg 1 of 8 Cover Page Evelvn Freaine 670 Willow St. Baldwin, WI 54002 SW%a SW'/a S13 T29N R17W Hammond St. Croix Table of Contents THOM~ 0: total # of pages: Designer Name: License #: Date: Ph. #: Signature: Pg• 1 Cover page 2 Mound Sizing Calculations 3 Pressure Distribution Layout and Dynamics 4 Dose Tank Calculations 5 Mound System Drawings 6 Management and Contingency Plan 7 Plot Map 8 Pump Curve Specifications t Thomas D. Gustum ~? 0,111/.7.$. ~ ~si Gnnd~tionally 4ioo 715 658-1344 ~ ~ ~ ~~"~ DEPARTMENT OF COMMERCE DI'JISION OF SAFETY AND BUILDINGS (SEE CORRESPONDENCE ~3~55' Mound Sizing Calculations Site Conditions Private Dwelling or Commercial (-(enter P or C) # of Bedrooms, 1 or 2 family dwelling only Depth to limiting factor Absorbtion rate of fill material In Situ Soil absorbtion rate Max BOD effluent value Max TSS effluent value 3 inches 40 mg/I ~ 40 mg/I Design Wastewater Flow Daily Wastewater Flow -Private Dwelling 450 gal/day Design of the Distribution Cell Bottom area of Distribution Cell: 450 Ft^2 Distribution Cell Width (A) 5 ft Distribution Cell Length (B) 90 ft Contour Elevation of Mound 98.2 ft Desi n of Entire Fill Depth at upslope edge of cell (D) 12 Inches Depth at downslope edge of cell (E) 14.4 Inches Distribution Cell Depth for Aggregate (F) 9.5 Inches Cover Thickness at Distribution Cell Center (H) 12 Inches Cover Thickness at Distribution Cell Edges (G) 6 Inches End Slope Width (1~ 8.7 Feet Fill Length (L) 107.4 Feet Upslope Width (J) 6.2 Feet Tce (Downslope Width) (I) 8.5 Feet Fill Width (W1 19.7 Feet Basal Area Basal Area Required 900 ft^2 Basal Area Available for Sloping Site 1215 ft^2 page 2 of 8 Observation Pipes Location from end of distribution cell (Z) 15 Feet Pressure Distribution Calculations Lateral Layout Lateral Elevation 99.7 ft # of laterals Center or end manifold (c ore) c Distal Pressure Requirement 5 ft Orifice diameter 0.125 in Lateral Length .~39 ft 'y~l. `f Orifice Spacing/Distribution Est. Orifice Spacing in Inches 28 in Est. Orifice Spacing in feet 2.33 ft Available Orifice Choices: Actual Orifice Spacing in Inches 28.86 in Fractional 1is 3r1s 1/a Actual Orifice Spacing in Feet ~-4'f'ftDecimal 0.125 0.188 0.250 Orifices per Lateral 19 ^ 2. y 0 Square feet per orifice ,ar9~ft 2 G.o Lateral/Manifold Design Lateral Diameter 1.5 in Lateral Discharge Rate 7.8266 gpm Manifold length 3 ft Manifold Diameter~in System Discharge Rate 31.307 gpm Lateral SpacingC~ft Lateral to Distribution Cell Edge 1 ft Force main Friction Loss Forcemain Length 60 ft Forcemain Diameter 2 in Friction Loss from Forcemain 1.259 ft Center Manifold Lateral Side View page 3 of 8 ~I 4 Lateral Center Manifold Plan View Force main conneotion uia tae or Dross to manifold at any point. La#rala are identic al I P S ~ =Turn-up n>1 ba I I valve or I~- ~{-~ IE x12 I x12 }I Laterals & force main ~f PVC 3ch 40 clasnoutplug pPr COMfvI Tabla 843f1-5 Holes drilled on the bottom oQtf~e lateral. Septic, Pump and Dose Tank Calculations Total Dynamic Head Calcs. Are laterals highest point in pressure system? y If not, list the highest elevation 0 /mot System Head (distal x 1.3) ~5 ft (c. ~ Vertical Lift (pump off to lateral) 7.37 ft Friction Loss in the Forcemain 1.259 ft Total Dynamic Head (TDH) ft /.S: /Z 9 Dosage Volume Calcs. Does forcemain drain back to tank? y Lateral Void Volume 18.82 gal Lateral Void Volume x 5 94.08 Manifold Volume 0.49 gal Forcemain Volume 10.45 gal Total Dosage: 105.02 gal Tank Information Tank Manufacturer i west reca Tank Capacity 650 gal Tank Gallons per Inch Water Level 17 gal, Bottom of Tank Elevation 93 "' ft Pump Manufacturer/Model Hydromatic Sh Septic Tank Capacity Chosen: 1000 Septic Tank Manufacturer: Midwest Preca Pump Tank Diagram WakcrFxah~ laknq carer ~ Inch ~w~ warnnq label u...~. ~r r~nKhed AJterna to ~'' OutleD r Laatbn I csma N Weep Hde ~ or An6r5phan C7evre ~leckrral per Conm 16,213 and NAG ICJ{? rag. h t~ C r~ page 4 of 8 ZI .,$ Inche Gallons A= B= D= Total= 32~ 2.0 34.0 6.2 105.0 8.0 3~~ 136.0 650.0 ~~•O Za6e.l ~~ A tao E~Ff 1. F"; Nt~ 3 ~o. ~ Selected pump requires a minimum operating rating of: 1 feet of head pressure at PM " Mound System Drawings page 5 of 8 Mound Plan View 1 Ob~ervafaon I~Ipes ~ ,~ A ~ I~Istrlbutl~n Ce11 a ~ -~ ~K I 1'dled Areal VIII Material led area ~ >< Mound Cross Section View Cover Material ~Inal tirade ~gnthetlc ~abrlc ~-C?b~ervatlon I~Ipe D= 12 In. I~I~trlbu#~an ~II ~ E= 14.4 In. / VIII Material rtrts~n C 33 su^ 6~1~+4 a e d ~ ~ n ~ ~ ~`o° ~ lateral ~ j I hr+ert~ ~~~^~ Slope= 4 ~``'--farce Maln Lateral Cleanout Detail ~Inal tirade Cleanraut plur~ ar ball vale Dawn ~`~~prlnkler Cax long Sweep 9C~ or two ~# 5' ~ A= 5 Ft. B= 90 Ft. 1= 8.5 Ft. J= 6.2 Ft. K= 8.7 Ft. L= 107.4 Ft. W= 19.7 Ft. Z= 15 Ft. G= 61n. H= 12 In. 5us~m Final Grade: 100.99 ft C°ntour Lateral Invert: 99.70 ft Botto of Distribution Cell: 99.20 ft i~_ rrl~stem Elevation: 98.20 ft ~~ ~(• C~ Mound System Management Plan Pursuant to Comm 83.54. <Ks. Adm. Code ' ~eotic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stets. The contents d the septic tank shall rte disposed d in accordartoe with NR 113, Wis. Adm. Code. The operating condition d the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shalt be cleaned as necessary to ensure proper operation. The filter cartridge shoukd net be removed unk?Iss provisions are made to retain sdids in the tank that may sktugh off the filter when removed from its enclosure. ff the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge fkrws or an irrtpertding continuous alarm. The septic tank shall have its contents re-rtoved when the vdume d sludge and scum in the tank etoceeds 1/3 the Ipuid vdume d the tank. If the contents d the tank are not removed at the time d a triennial assessment, mairttenanoe personnel shall advise the owner d when the rtetd service needs to be perforated to maintain less than matomum scum and sludge accumulakion in the tank The addition d biological a cilerrtical additives to enhance septic tank perfomtartce is generally not required. However, 'rf such products are used they shall be approved for septic tank use by the Department d Commerce, Safety and Buildings Division. Pumo Tank The pump (dosing) tank shall rte inspected at least once every 3 years. All switches, alarms, and pumps shall tx: tested to verify proper operation. Han effluent filter is installed within the tank it shall be inspected and serviced as rteoessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings maybe made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide same protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is net recartrnerxted since soil conpactiort may hinder aeration d the infikrative surface within the mound and snow compattion 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 rid exceed 220 mg/L BOD5, 150 mg/LTSS, and 30 mg/L FOG. Influent flaw may net exceed matdmum 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 recorruriended that each lateral be flushed d accumulated solids at kiast once every 18 months. When a pressure test is peformed it should be compared to the initial test when the system was installed to detemninerf orifice cktgging has occured and rf ontice cleaning is required to maintain equal distribution within the dispersal Dell. 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 incites considered as an imperxJirtg hydraulic failure requiring adddional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accondance with its' component manual [Sl3D-10572-P (R. 6199)] and local ar state rules pertaining to system maintertce and maintenance reporting. No one should ever enter a septic ar pump tank since dangerous gases may be present that could cause death. Septic aril pump tank abartdorxrtent shall be in axordartce with Comm 83.33. Wis. Adm. Code when the tanks are no k>rtger used as POWTS components. ~~ or PAP tank manhole; risers, acoass risers and covers should be inspected for water tghtrtess and soundness. Access openings used far service and assessment shall be sealed watertight upon the completion d service. Any opening deemed unsound, defective. or subject to failure must be replat~d. F~osed access openings greater than 8-incites in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or camportent. Contin n Pin N the septic tank tx any d its carlponents become defective the tank or component shall be repaired or replaced to keep the system in Proper operating r~rtdition. If the dosing tank, pump, pump controls, alarm a related wiring becartes defective the defective component shall be immediately repaired or replaced with a cornPortent d the same or equal perfamtartce. ' ff the mound corlponertt fail to accept wastewater a begins to discharge wastewater to the ground surface, d will be repaired or replaced in its' present ktcation by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said camportents as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintence d this system ahoukf be directed to your designer, installer or county zoning or health inspector. • 09/21/2000 15:15 7156581344 ,> ~ no TOM 6USTUM '~7~ ~ I o c ' 200th 5t. II - - _ -•---------------~----=~---_- ~ ----------- ---------- ~ ~9~' m . .i ~m ~w ~m ~ ~ ~~ n ~ II II ~I CN Q ~ O v ,p, -. C7 rr-I r+-I p ~ 9 i r C C r C ~ ~ c0 II aD o O ~~ o0 0 ~ o .` ,~ ~ ~~- cr o z tG V IV 0o OD 3 C') -- ~ (tea -p ~~ I 1 s_ W / O O CTl ~ C. W O • ...I ~.~ J o W 7 ~ O CA ~ O -~ N 3 O S^ ~ ~ 'O S N _ [') N ~ O.a .p N fO v O O Cl7 ~ O O DD ,,,~ O f9 d ~.0 ' A ? O a r N ti ~~~ ~ G c o c7 ~ o °- ~ ~ S c~ n n ~ 0 7 ~~,.. ,a .. y ~., ,~'~ ~.,~ I .' ~~ ~~ . ~. r o m s s o .~ I I o Q o 0 ~. ~ ~ -~ ~' v ~: ~~~~~ '1 ym ~~~ ~ ~3 ~_ ~~ ~ a ~, _ _ ~ I o ~~.~ 7~ ~ a 7 ~.~--- Performance Data Pum Characteristics Prmr /Motor Ueit Submersible Manual Models SNEF40M1 SHEF40M2 Automatic Models SHEF40A1 SHEF40A2 Ho< er ~/lo Full Load Am s 12 6.5 Motor T Shoded Pole (4 Pok) R.P.M.` 1550 Phase 10 Volt a 115 230 Hart: 60 Tem oture 120° F Max. Fluid Tem . NEMA Des n A hrsulation ' ' doss A Disdwr Size. 1 1/2" NPT SoBds H 3/4" Wei ht 281bs. PowK card 18/3, SJTw, 20' std. (30' optional) Dimensional Data Materials of Construction Home Stainless Steel lubricat Oil Dielectric Ord Motor Hoos Cast Iron Pum Ca ' Cast Iron Sha(i Steel Medmtrical Shah Sed Seal Fouts: Carbon/Ceramic Seal Bady: Modized Steel Spriag: Stainless Steel Bellows• Buna-N f 'meered Therm lastic U Bear Broa:e Sleeve 8 ' Lower Sia Row Bali Bottom Plate Pol ester Coated Steel Fasteners Stahdess Steel Legs Eagbteerod Thermoplastic 40 30 EF4 20 10 0 10 20 30 40 50 60 70 GPM Total Head (fast) 10 14 17 21 25 Z8 30 35 (m) 3.0 4.3 5.2 6.1 7.6 8.5 8.8 10.7 GPM (US GPM) 70 60 50 40 30 20 10 0 (liters/sec) 4.4 3.8 3.2 2.5 1.9 1.3 .63 0 (98.42)~,~5" (127) 3-7/8' (88.42) 3-7/8" (99.42) _ 1. All dimensions in inches. (Metric for international use). 2. tomponent dimensions may vary t 1/8 inch. DISCHARGE 3. Noi for construction purpose 1-1/2' NPT unless certified. FLOAT SWITCH 4. Dimensions and weights are approximate. 5. We reserve the right to make {- revisions to our product and their specifications without notice. ti (~ _~_ 3-5/8' 2" (50.8) (92.07) _~ ~_ ~~ NYDROMATIC ' '• 1840 Berney Road Ashlond, Ohio 44805 Tel: 419.289-3042 Fax: 419-281-4081 Web Site: www.penteirpump.com SALES OFFICES IN ALL MAJOR CITIES AND COUNTRIES Refer to °Pumps° in the yellow pages of your phone directory for your local Distributor Item#: W-02-6680 1198 SM ©1998 Hydromatic® Pumps, Ashlond, Ohio. All Rig -Your Authorized Local Distributor - ~~ '']~'7Ce J"N"li"1l`1 ~awanc~~' ~- ....~ w S~ ~~ 8 ~80M NORTHLAND PLUMBING, INC. FAX N0. 715-643-2520 Oct. 18 2000 02:58PM P2 _ un~-UO/UU /ILL Ul:a9 CAA I1J JeD ~kO~D J1 I~tiA l.U Gu:~11\V ~,uua 'v+~^~~ d Cemtnereta SOIL APICi 51TE EVALUATION p~ ,,,~,,. of °1i~'On d ~~ °~ e° in accordAnce with Comm 83.09, V1Hs. Adm. Code bureau b1lns~ptstaA Servl® c.ounry L ~ ~ ~ Attach eo~1-pfete aMe plan an paper net loss trlsrr 91!'p X ~ t lnct-ra in slre. Plan must r Irrck+d9, but rwot tirn{eed to; veAiaal and horlaentnl rotgronce paint (BMi, dlrecilon and psrant 9(tlpY~ ada or' {~~r~ions, -10~ anEM, 4nd iooetion and~drlca W rleerest roan, P61001 I.D. it APPLICANT INFOfiAIATiON- P1d+Glsre prU+~~hJr~cr>-~otior%` ~•~~`~ wa awsaey ~° .• ., Porsonal Irllernrsbrl yve Pm"~ ~ oo read iwsec~+tl o4re~ (f!-s,!!!ey ~; ~ 16.06(1y~rlli. Props t]+rrrer Proms Lor~tion ~~f~~° .' Qoli'], . twSr.~ tr~~s 1 T ~q ,N.w ~ E(or1~NJ N .. Let ~- dockN tad. tJsrt~e er grape; OMntK Msiliinn~ r~ 4 '. : ;: ^' ~'~ ~ "' I /~Gyi "/t [~ 1INIsge (~ Toem !t Aesd (~1)r Stilt Sip ~bde ~OtSr r ~~ ~~' Z Oa ~` S New Gormtnlenon Uee~ Fes ~ NumDer o! Dedreor*a Addltlon t~o ~6stirroq twildlnp Replassment ~ PubUa er; cernrrwMel - DesvlDe: Rarmn+rr+ond4d dell®n lesatlp lara ' ~ trench, gpd/Ng Code tlbrtVaC Ashy 11ew _. Ilpd Abaaptlon Brae repotted / O bed, tt2~.-tronch. ttY Max~num design IosdMtg rate ~._.J~, Gf-~--~~• ~~ Recorrtmsrtded Inflbsdan surface eievarbt(6) ~ ~`~ ±t (se re~lerrad tG oke pisf- IpOr+efirharkl Add'tbnal dssigNairo eatrldgrarlons 7' ~d parent rt+eterisl J Food plsln deuetion, N applicaLle . ~~~' ,---R s _ suttNbio fdr ayrltetn ~~ nsl Irbt+nd In rosind Preseurw o s ~IJ Des ~u ~ s ~ tr U uroulrabls for syrtom ^ s u ~ 9 ^ u 0 Boring 11 ~1 Orcurd B{gV, Q "mfr. ~~ Untilwng iticiGr Z~ BOnr1g ~ Ground SAIL DESCRIPTION REPORT Flarlxon OsP1h Ootr+ihant Gd~r Mottles Tealuro ~~ Censistanee 0oundary Picots in. bNa~All GV• Sz ConL Cobr Gr. &a. 6h 1 i V >. + V t ~~ ~- I~f31'1'IBI'K4: f~ ~c~'~ .~ .~ .~ •s . J ~ I ,_q. n < ~, p-~-.'~~t.Y t~ `~.~„v~~ l~n Cw.:~" ~-- L6-ee~d~ °'~ ~'+u"ts) "~`C2-- ` FROM NORTHLAND PLUMBING, INC. FAX N0. 715-643-2520 09~d`8,`oo NED 01;~9 F9S 713 )88 s6Be3 9T CR7C C:t7 zUTvi1~'G 3OIL p~JCRIPTION REhOR'f' PAgt~ 1.D.r 13o~ing ~ ~3 ~~~~ ~ro~„d elw_ 4~~• Depm ro limiting factor Boring M GrouAO dev, fl Doptn b 1'uniFir~g facfW __Jn. Boring s- Ground elev. _...~• Dap1f+ to timiti~p tazeor _~n. Bering ~ Ground 61eV. lift. Oct. 18 2000 02:59PM P4 ~y,i u u v .. Paga _~of DePlh to Ilmiflnp 4amr -~"' Remarks= •S • s~ SBO•t;330 (R9~98) FROM NORTHLAND PLUMBING, INC. D9r08r04 wEn ~r:sp FAY T1S )sa 4B8d sca.1:~: , ~~~ ~ z s ' Oct. 18 2000 02:58PM P3 PAGE.~O1'. BM 1 LLEVATI[Srl ~ "(~ BM ! VESCRIP'[TON~„~,,~~ °_ ooc Q~'~.~~w~Z°' BM 2 DBSCRIPTId'N~g~~.~y~:y~_~ftz~a`-'~F~a~J SYSTL~M ~Y•BVATTbAi~,~„~,,.=_ ~-- ~LTERI~ATE C~1.EVaTtUN~~~~_..-- CQN7'gUR EL,EiVA7'iQN q'~~~ FAX N0. 715-643-2520 ST f'.R% ~0 ZONING ~~ p09 .-~- ~~C~ FROM NORTHLAND PLUMBING, INC. Northland Plumbing, Ir1o. E 1558 Staff Road 6• 8oy~~, wl. sans Phcne_ 7t5.843r2520 Fix: 715643-2520 r.7 To: FAX N0. 715-643-2520 Oct. 18 2000 02:57PM P1 North land Plu mbi ng, Inc. From: ~~; Pages: php~ Date: Re: CC: ^ Urgent ^ por 1te+rlew O Please Comment Q Please Repb ^ Please e • Comments: r . ~ cousin Department of Commerce Di pn of Safety and Buildings SOIL AND SITE EVALUATION Bureau of integrated Services in accordance wit i . ;@a, Wis. Adm. Code ti ~~,~~. Attach complete site plan on paper not less than 8 1/2 x 11 inches i siz,~f'Plan m~s,~ County include, but not limited to: vertical and horizontal reference point directip~~, ~•`'~ ~~. C r~ ~>L percent slope, scale or dimensions, north arrow, and location an ~lic`f~lnce to tr'eaFest read. par el LD. # a ~' ~,,.,, t ~~ ~ O~ 7d~.'~~ APPLICANT INFORMATION -Please print all infgrr;tiation. ~~~ f~evi~wed by Personal information you provide maybe used for secondary purposes (Privacy Law, s. 15.0 ~~t~Y:J (~ Z,' Property Owner ocatioR,, `'~ J a ~ D rri-U y~.. v Govt. l,ot ~` ``. 1 /4 s c.s.~ /4,S / 3 T Or Property Owner's Mailin Address `-~.. -Lot # # Subd. Name or CSM# ~~ ~ lZ .~ Page of Date ~ ~o -l6 Zt9ot ,N,R ~ ~ E (or~ City // State Zip de Phone Number ty ^ Village ~j Town Nearest Road ~/~ ,,j~, . ~ ~i//, .1~; .n/ I ~w~(I 15~~2 I ~ ) ^ Ci/~ils .n m ,~ .rs~Y I .~~/~ ~(ff New Construction Use: ~ttiesidential / Number of bedrooms ~ Addition to existing building ^ Replacement ^ Public or commercial -Describe: Code derived daily flowed gpd Recommended design loading rate ~ 2bed, gpd/ft2~trench, gpd/ft2 Absorption area required 3 ~.~ bed, ftz~trench, ft2 Maximum design loading rate / • •~ bed, gpd/fit ~ ' 2 trench, gpd/ft2 Recommended infiltration surface elevation(s) ~~~ ~ ft (as referred to site plan benchmark) Additional design/site considerations Parent material Flood plain elevation, if applicable /l/ ~/~ ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ^ S ~U S ^ U ^ S ~ U ^ S ~ ^ S,~IZ. ^ S ~U SOIL DESCRIPTION REPORT ~~ Boring # J Ground gel v. ~. Depth to limiting ~a or n. Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench ~ % s~ ,~.~, ~ a.~ a ~~- ~.~ 1~ ~ y , s w Remarks: Boring # a Ground elev-./ ~G+d~ y ft. Depth to limiting a ~ s~ ~ ~ ~ 1 ~ ; ~ :.~- ~S /O r 5~y~ .~ 6!3 G'~ l m Q 6 k h'!.~' lv~i9 ~ , P. ,, fa r ( in. Remarks: CST Name (Please Print) ~',~ ~'/, Address Signature x Telephone No. °'° .. s aw,~ .~;~~ -c his--aye ~s~ r Date CST Number ~ ~ it/P~ ~r C'~fL M-u~ D//Ji ~ s~~~~ ~ ~CJ dU ~~ fa ~ ~ 6 PROPERTY OWNER PARCEL I.D.# Boring # Ground lev. 9~~ft. Depth to limiting fac or ~L' ~~in. Boring # Ground elev. n. Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor SOIL DESCRIPTION REPORT A s Page of ' ,~ Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots 2 in. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench 3 ~~ v ~ s C ~ c°/ Q ~k ~, tii ,P. Remarks: Remarks: Horizon Depth Dominant Color Mottles T t Structure Consistence B nd Roots GPD/tt2 in. Munsell Qu. Sz. Cont. Color ex ure Gr. Sz. Sh. ou ary Bed ,Trench Remarks: 'n' Remarks: SBD-8330 (R.9/98) '~ ~~', . ~ Soil Test Plot Plan Project Name Joseph Dohmen Shaun. it Address 2022 Hwy 12 Baldwin Wi 54002 C`STM #226900 Lot Subdivision ------- Date 2/26/00 S W 1 /4 S W 1 /4S 13 T 29 N/R 1 ~ W Township Hammond Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. ase of lone Cedar Tree System Elevation 101.0 *HRp Same as Benchmark A s'r CR(7Ix C~UN'r~~ SEPTIC TANIL MAIN'TE'NANCI~; ACJiZEE1~EN'I' AND ~'}W1vERSHIP CERTIFICATION FORM OwnerBuyer Mailing Addressly 70 /o S ~" dv ~ Property Address I I ~ Q D ~ ~ (Verification requ;red from plaaniug Department for new CityJState f~m~ ~ (,cJ r P,~rr~sl Identification Number J /~ ~-tU~7 ~- c`'~C~ ~-~c9r~ LEGAL_D~SCRiPTIUN Pr+~perry LacatianS(,i~ y~, S~ /+, Sec. ~ TZ,2,N.R..LZ,w, Town of~ ~~L1v.rJa Subdivision _ , Lat # ~.,Z . Ccrt~lfted Suevey Map # _ ,~ z ~~~~' ,Volume ~ , Fage # .~~( 3 Warranty Decd # __ ~ 3 %~. y~'7 . Volume _'~ ,Paso # __Z~:.L_ Spec house C7 yes D no Lot lines identifiable rJ yes ^ no SYSTEIl~I MAIlIITENAN~E Improper use and ataintananceof your septic system could result in its premature~failure to handle wastes. Proper maintenance consists of pumping out the septic tank every ttitrreo yearn or sooner, if needed by a liyc~etncsed pumper. What you put into the system eaa affect the funcction~# the septic tank as a ~eataxnt ats~o in th$ waste ~~~p~osal sC s C~'+'7 c ~ycJiG ~ L ~~Z /Y[ c[ s ~- Q er i sv Pc~C-~-~ a L~E~t~ ~~r- L e-y4s T c~ ,c~ e E i4 y~rz. The property owner agrees to submit tD St. Croix Zoning Dopartrnent t certification form, signed by the owner and by s master plumber, ,{cutneymaa plumber, restricted plusnbar or a licensed pumper verifying that (i) the on-site wastewater disposal system is in proper operating condition andror (2} after inspcctioa and pumping (if necessary), the septic teak ie lase than l13 full of sludge. Ilwe, the undatsigtuod have read the above requirements and agree to maintain the private sewage dispose! system with. the standards sot forth, heroin, as sot by the Departpacnt of Commerce and the Department of Natural Resources, State of Wisconsin. Certificsriou atatiug that year septic system has been maintained must ba completed and returned to the St. Croix County Zoning Office witbia 30 of the year expiration daft. ~~ ,, ~~~~ ...1L~~.~.JOU SIGMA bF APP ICANT nAT$ OW~R CERT FICA ON I (we) certify that sIl statements on this form are true to the best of my (our) knawlcdge. I (wa) am (era) the owner(s) of mpertY above, by virtue of a warranty dead recorded in Register of Deeds t}ffice. IGNA OF APPL CANT riATi "*'~«~`'` Any infotmatioa that is min-represar;t+cd may result in We sanitary permit being revoked by the Zoning Department. """" *" Include with this application: a stamped warranty dead from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed ' von 1549PAGE 94 Clocument Number WARRANTY DEED This Deed, made between RANDY A NYHAGEN ,Grantor, ANA EVELYN FREGINE Grantee, Witnesseth, That the said Grantor, for a valuable consideration of one dollar and other valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin: This IS NOT homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging; And Grantor warrants that the title is good, indefeasible in fee simple and free and clear of all encumbrances except easements, covenants, and restrictions of record, and will warrant and defend the same. E~3129~ KA~rHLEEN H. WALSH REGISTER OF DEEDS ST. CkQIX CO., WI RECEIVED FDR RECORD 10-4fi-2000 3:00 PM WARRANTY DEED EXEMPT R CERT COPY FEE: COPY FEE: x.04 TRANSFER FEE: lOfi.50 RECDRDIN6 FEE: 10.00 PRGES: 1 Name and Retum Address James H. Krave Attorney at Law PO Box 304 Glenwood City, WI 54013 (Parcel Identification Number) 018-1027-80-100 A PARCEL OF LAND LOCATED IN PART OF THE S W 1 /4 OF THE S W 1 /4 OF SECTION 13, T 17W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN FURTHER DESCRIBED AS: OT 2 F THE CERTIFIED SURVEY MAP FILED MAY 30, 2000 IN VOLUME 14_ PAGE 3863, AS ENT NUMBER 623863. ated this day of 20 'RANDY A H GEN AUTHENTICATION ACKNOWLEDGMENT Signature(s) .~`'~,,`lL~~~l~).~Fj4TE OF WISCONSIN ~.`~~ ' • ,~ ~ ` • `~l~ITY OF 5'r • CEO ~ X • • ~''~~p s = ~-, x• : .~Per~~ally came before me this ~ day of C~Ct • , 2000) authenticated this _ day of E ~ they ~kmve named RANDY A NYHAGEN %1'~i~~', t; •m~ known to be the person(s) who executed the foregoing signature ~, • . •ctcLment and acknowledge the same. type or print name ''~ ©~'~SC'~~`~\\ signature TITLE: MEMBER STATE BAR OF WISCONSIN type or print name (If not, authorized by §70ti.06, Wis. Stats.) Notary Public 5T _ Grp i~ County, My commission is permanent. (If not, state expiration date: THIS INSTRUMENT WAS DRAFTED BY _ ~(- nom. , ~3.) Robert F. Wall *Names of persons signing in any capacity should be typed or printed below their signatures. t ~a3gb3 CERTIFIED S V RVEY MAP LOCATED IN PART OF THE SW1/4 OF THE SW1/4 OF SECTION 13, T29N, R17W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. OWNER RANDY NYHAGEN JOE DOHMEN 2022 HWY "12" BALDWIN, WI 54002 W1/4 CORNER SECTION 13 N I Z W ^ V f W ~ ~ N ~ W ~ N ~ -I 70 `°_ ? (l~rZ ~ ~ i~ mc o~~ -I ~ m O=~o aom~ ~m ~ m Z A Z 6 6' gOm To ~ ~~ ~n0 ~ ° APPRC3V~® ST. CROIX COt1NTY "' Planning 7n^. ~ - ,., n,,,,~ r.,~-.~a, MAY 2 5 2000 tr not nsooraeu wtthlnsu gay of approval date approval shall null and vold EXISTING ~ o O i~ ~ I~ 1~ r~ < ~ I I I~ I~ I~ I I I~ • I~ I I I f s I °° I ~ IN i ~ + IOO I~ i •I I= ~ i~ b i~ ~ nnn ~~ im i ~ ~ m i-i ^ q ~ n IVVIVu AREA LOT 3 AREA INC. R/W 3.202 ACRES 139,491 SO. FT. AREA EXC. R/W 2.720 ACRES 118,480 SO. FT. t SW CORNER SECTION 13 STEEL SURVEY MARKER LEGEND ~ 1"IRON PIPE FOUND ~ 1" X 24" IRON PIPE SET WEIGHING 1.13 LBS. PER LINEAR FOOT • 100' ROADWAY SETBACK LINE m RAILROAD SPIKE FOUND M I~l_p_~_ 44C~_ D _~_ [~_D~_ O~~~D o ~ 04~~~~ • SOILTEST NORTH LINE OFTHE SWi/4 OF THE SW1/4 ~ .. S89°39'25"E 657.54' 33.00' PROPOSED DRIVE W ' w rn ; LOT 1 AREA INC. RNV 6.564 ACRES 285,946 SO. FT. AREA EXC. R/W 6.236 ACRES ,• 271,631 SO. FT. •• „~ 33.00' • r. N . ~,~ +. , ~ AREA INC. RNV a ~ N 6.444 ACRES ~ ~ 280,699 SO. FT. • AREA EXC. R/W • 5.972 ACRES g 260,122 SO FT PROPOSE D V DRIVE • ~~ Irn • o cn • _ _ o p~. w • LOT 3 PROPOSED ~ W W w ~ ro DRIVE ~ ,i m 0 0 a IV • ~ O ~ • ~ 0 89°27'54"W m • 38 .61' i~ 422.fi3' 33.00' ~T 90TH AVENUE '.~ _~ m~ ~r ~Z ~m °t O ~ T ~ -~ _ mm C ~ 1 N A 0 T s. cn 0 0 w ~ V LOT 4 0 AREA INC. RM/ 3.502 ACRES ~ 152,543 SO. FT. AREA EXC. R/W 3.324 ACRES 144,774 SO. FT. ~ °' ~~ 0 0 04' g 235.43' I Fs~.ED D1AY 3 0 2000 - KATHLEEN H. W Replsterof Oeedl~ SL Crop kph ~ ~( I~ I~ I I o 1~ I~ I~ 1~ I I ~ I~ I ~ ~~ ~~ I~ I~ I I~ lO0 I ~ i~ I~I ~ I~ I~ n~n i~~/~ IvvIVU S1/4 CORNER SECTION 13 N89°2T54"W~ 1974.17' ISOUTH LINE OF THE SW1/4 VV~,~~'fn~~partment of commerce SOIL AND SITE EVALUATION ~frvision of Safety and Buildings Bureau of Integrated Services in accordance with Comm 83.09, Wis. Adm. Code Page ~ of Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ~"""`r ~ include, but not limited to: vertical and horizontal reference point (BM), direction and S-~ ~ C ~ I percent slope, scale or dimensions, north arrow, and location and distance to nearest road. parcel I.D. # ., APPLICANT INFORMATION -Please pri~1>I',in~orm~tion ~ ',~ ,`~~, Revi/ewes by Date Personal information you provide may be used for secondarjl purposes (Ihrvacy,iaw~ S`~ 15.04 {1~{~. ! ~~ ! ~ ~` L ~j ~~ Property Owner Property'~Location {~ J p ~~ ~ ~: govt Loti Sf-tJ i/4~~ 1/4,S T Z ,N,R ( E (or)~ Property Owner's Mailing Ad ress {Lo #- - Block# Subd. Name SM# i y3~3 ~~~ Ci State Zi Code Phone Numb~t''" " ' ,e ~ arest Road ty P [~ ity ^ Village ®Town rv~cN+~ ls~ '~I (-3"/=~ ) ~-`l6 -Z~S~ - a~tc~ tad *'`' S { _.: ~- New Construction Use: (~ Residential / Number of bedrooms Addition to existing building Replacement ^ Public or commercial -Describe: Code derived daily flow ~a t~ gpd Recommended design loading rate i ~_ bed, gpd/ftz' ~ trench, gpdift2 Absorption area required ~ d 0 bed, ft2 O C3 a ~itrench, ft 2 Maximum design loading rate • s bed, gpd/ft2 ' ~ trench, gpd/ft2 Recommended infiltration surface elevation(s) ~O • ~G ft (as referred to site plan benchmark) ~- Additional design/site considerations CDrI ~ G~.-/` q 7• ~d ,r1 Parent material y-4 ~ I Flood plain elevation, if applicable ~t'/'/'~- ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ^ S U ~ S ^ U ^ S [~ U ^ S ~1 U ^ S [~ U ^ S ~ U Sell nFS(_RIPTI~N REPORT Boring # Ground elev. 9~n. Depth to limiting factor 2-y in. Boring # Ground elev. 9Zaft. Depth to limiting factor Z~ in Horizon Depth Dominant Color Mottles Structure i d B ts R GPD/ft2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. stence Cons oun ary oo Bed ,Trench 1- Zit l a d :~ ZrwYab ~ ;- i L S ~ S y_ ~ z ~ ~•S y ,,r.~b~, Inn-v;=~, ~s - ~ ~ 5 Remarks: t z-2~ ,~ ~ r ~~ z h~~i ' ~-5 - 5 C 3 z- 6 t© -i. ~•b 4 y C'.. ~ ~p(3•I~ F~ c s - Y~ s RPmarks~ :ST Name (Please Print) re -~' Telephone No. address Date CST Number Z r ~ a f= S .Sa r~-sue--~ w- c r; Ya z- Sr S- 2-v d z. s 33 a PROPERTY OWNER ti r' I~.a.e--tart SOIL DESCRIPTION REPORT PARCEL I.D.# Boring # Ground elev. ~~(~. Depth to limiting factor Z~_in. Boring # Page of Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots 2 in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench i o-I t~ 3 ~ 3 s.l z 6 ~~ C S ~d t= S C _i~ t~ ~~ i y 5, ~ 2 tvua a k sv. F~ ~ s ~ 5 Remarks: Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor ih Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench Remarks: ' Remarks: SBD-8330 (R.9/98) ~. ~; . ,~ PAGE~OF~ NAME ) ~' ~,a. o .c r~ LOT# /~ LEGAL DESCRIPTIONS w '~QS"' `~4 S 13 T2 9 ,N,R I ~ E (or) SCALE: I"= ~ Z S BM I ELEVATION ~~ ' d BM 1 DESCRIPTION ~f,a o.~7 ",~~pru-c P;pt (c~tkw/F/u~ BM 2 ELEVATION ~~ ~ J BM 2 DESCRIPTION ~ P o .GTP; p.~ ~~t-~ „s / Fla SYSTEM ELEVATION ~ ~~ ~Sa ALTERNATE ELEVATION /U~hh CONTOUR ELEVATION Gf 7~ ~C~ ,~ t3 ~~,. - SIGNATURE .>' ~ ~ ~ ~ F>° ~ .~ M:.,.._, ...,.~.~. ...~_..~_.. _. _.. DATE ~ ~ _ C= ~) 1 . l d ,~~1/ ~~ _IG I ~ 20~ I ~~~ze~~IX~oI~~~Y a3g~.~, CERTIFIED SURVEY M~ LOCATED !N PART OF THE SW1/4 OF THE SW1/4 OF SECTION 13, T29N, R17W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. OWNER RANDY NYHAGEN JOE DOHMEN 2Q22 HWY "12" BALDWIN, WI 54002 W1/4 CORNER N SECTION 13 I z f 8 wm~ w A rn ~~'I ~ Ca N t0 A (n r Z 0 ~ i mu d0~ .-~ m 0=~0 mm.mi ~m Z p Z 6 SOm ~ ~~v An0 ~ ~ Af~p~C~1/~C~ ST. CROIX COl7NTY Planning 7n^~^~ ~ .., „_.~,~ ,~ ~ m;«. t~IAY 2 5 2000 if not reCOruau wlti!ist ~G day of approval date approval shall be null anc! vr~Id EXISTING PRIVATE DRIV Z lO I~ Oo ,~,~ ~ N I~ I~ o ~ I~ I~ I I ~ ~ I~ I I I W ~ I oa I ~ IN ~ ~ i -I IOO I~ I= _ ~ i~ r~ '"'I ~ I ~ I I ~~ .m ~l ~ n n I ma I ma Im nn nn n n In IVV I~ AREA LOT 3 3.202 ACRES 139,491 SO. FT. AREA EXC. RNV 2.720 ACRES 118,480 SO. FT. , 0 m M[~p~`~'C~D ~~lD~ O~~]C D ~ ~`I_04G~C~G3~ NORTH LINE OFTHE SWi/4 OF THE SW1/4 - eononn~ncue cc~ cep 33,00' wlW ~~rn • .. 33.00' LOT 1 AREA INC. R/W 6.564 ACRES 285,946 SO. FT. AREA EXC. R/W 6.236 ACRES 271,631 SO. FT. S89°2754"E 657.73' I S N LOT 2 ~ AREA INC. RNV i ~ w 6.444 ACRES N i 280,699 SO. FT. • AREA EXC. RNV 972 ACRES • 5 ~ g . 260, 2 SO FT PROPOSED V I i ~~ 69A 8~ 0 42 25 .•N63°~ w 9 '', $ PROPOSEDLOT 3 ~ w ~ DRIVE ~ N . • D~ T ~° m °~~. vv ~ O Q ~ ~N89°2 '54"W < ~ SW CORNER ~2. 3' 33' 3 SECTION 13 ~ N89°2T54_'V STEEL SURVEY MARKER FOUND ~ 90TH AVENUE N N v A w S89°27'54°E 235.43' LOT 4 AREA INC. RNV 3.502 ACRES 152,543 SO. FT. AREA EXC. RNV ~ 3.324 ACRES 144,774 SO. FT. °f ~ rn ®0 ~ w ~, o 0 ~:~ ~, 235.43' I LEGEND 1"IRON PIPE FOUND 1" X 24" IRON PIPE SET WEIGHING 1.13 LBS. PER LINEAR FOOT • 100' ROADWAY SETBACK LINE RAILROAD SPIKE FOUND SOIL TEST 2 ~j m .~ ~z ~m c~Oi+ O O im m~ N A ~ T °o 0 ~_ m w O SLED RiA ~~ 3 0 2000 - uar>`+IEErVH. W s~°°r. cro °co~~ ,~ I~ 1~ I I p I~ I~ I~ I~ I t ~ I~ I ~ °O ~~ I~ I~ I I~p lO0 I ~ i~ I~I a I~ I~ I~o I~o ~ i~ S1/4 CORNER SECTION 13 N89°27'54"W~ 1974.17' SOUTH LINE OF THE SW1/4