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004-1061-30-000
/* Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety end Buildings Division _ . INSPECTION REPORT y GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)l. Permit Holder's Name: ^ City ^ Village p own of: Timm, Eric Cady Township CST BM Elev.: Insp. BM Elev.: BM Description: ~ r ( z l ~, cs~- ~ tebad TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~-f-f (~~~ Dosing (pp ~ Aeration Holding TANK SETBACK INFORMATION .TANK TO P/ L WELL BLDG. vent to Airlntake ROAD Septic ~~ ' ~ , ~ ' NA , Dosin °~ ~~ ~ Iy ' ~ lov' NA Aeration NA Holding PUMP / SfPNUN 1NFURMATIUN 4 ~ S Manufacturer Demand Model Number ~ ~ 31,~ GPM TDH Lift ~( Lriction /~O Systemb TDH'3,g Ft Forcemain Length (~ Dia. z n Dist. To Well ,~ q~ SOIL AB50RPTION SYSTEM ELEVATION DATA Count ~t. Croix Sanita~8422i~t No.: State Plan ID No.: Parcel Tax No.: 004-1061-30-000 STATION BS HI FS ELEV. Benchmark Z-~ rp2.lo ~ ~~ Alt. BM l l ~l ~ 3s 1 1;5; d Bldg. Sewer 'y ,$g / / tF. , St1Ht Inlet ((dj- ,~Z 3b( Outlet ~ , ~• ~ / /, Dt Inlet ~(~,•;6~ ~ Z ~ , Dt Bottom bZ•b {{~~ , 0 Header /Man. 3. ~ SO Dist. Pipe ~"Q S2- Bot. System ~' ~O~ ~_ Final Grade ~ ~( U- ~ BED /TRENCH Width i Len h / No. Of Tre ches PIT No. Of Pits Inside Dia. Liquid Depth DI EN i N -~ Z t DIMEN I SYSTEM TO P / L BLDG WELL LAKE /STREAM LEACH! anufacturer: SETBACK C BER l N M d INFORMATION Type O c ? ~ R ~b _ R UNIT u o e System: ~ ~Sh /sd DISTRIBUTION SYSTEM ~ Header /Manifold Distribution Pipe(s), ~ , ~ r/ ~ x Hole Siz ~l I x Hole Spacing I Vent To Air Intake Length _~ ~ Dia. Z 1~ l Length ~ Dia. ~~ Spacing ~ I [/~1 ~ y `~ SO{L COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded 1 Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil Yes ^ No ^ Yes No CLt3C~t3t>i,T~5113n~~~~~,~fs~" ~~gs5~~~sgi~t6'~~~/4 26 T28N R15W) - 262815412B -Lot 1 '~-jl 3 6/ Q.S 1.) Alt BM Description ~o~~lk~1(~.~Ovwd~ ~ ` 2yc~c,~ -~ ~\ 00 LL ~ 1{0 -~~ wti( 2.) Bldg sewer length = 7~ ~ ,,. f (~P~, yV.~ a -am~>~nt of cover = 'L y ~ ?j ~ ; ` ~ w 3.) con48ur ~ ~ . N~ = ~L .1 ~ 7 ~~ ~ r' o ~~, sn (;p~YC~I vrlA.~i \ >~. ~ cc.000r~ ~ r''jj ~~{ u-~'~!t'~Y~ kl ~~~~k'S ~ir~nr~ ~n~,~ q~ ~ ,,ell ~t -~'I`~,~ /P~. ~ ~ W i~~ w ac, wok ~~ ~.k ~'~~5~~"~` Plan revision required? ^ Yes ®No D Use other side for additional inform tlon. SBD-6710 (R.3/97) Date Inspector' ignature Cert. No. f""` i Sanitary Permit Application Safety & Buildings Division ~,~ In accord with Comm 83.21, Wis. Adm. Code See reverse side for instructions for completing this application 201 W. Washington Ave. PO Box 7302 WI 53707 7302 ~~Q n~~ n - Madison, J I i L7epartment of Commerce Personal information you provide may be used for. secondary purposes [Privacy Law s. 15.04(1)(m)] (Submit completed form to county if not , state owned.) ~. Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. r ~:uunry State nary Perm"'dumber ^ Check if revision to previous application Stale Plan 1. D. Number SITE ID 6288 I ST. CROIX ~ ~gyZZi` TRANS. ID X639095 ~ i~ Application Information -Please Print all Information Location: t Property Owner Name / Property Location 15 ERIC TIMM / NW SW 26 28 114 114, S T ,N, R ~ (or) W roperty Owner's Mailing Address Lot Number Block Number 3061 HWY 29 [ Z --- ~ ~',ty, State Zip Code Phone Number 772 715 4495 WI 54767 Subdivi+si~on Name o N' v ~ - ( ) ~ SPRING VALLEY j o . 1 11. Type of Building: (check one) ~ 1 or 2 Family Dwelling - No. of Bedrooms : 3 ~ ~~,Q P~"~ ~ ^ Ciry Village ~~ ®Town of LADY ^ Public/Commercial (describe use):_ i ~ J State-Owned ~' Neazest Road /~ 4 310TH STREET r v (- w t app icable) x on line B if box on line A. Ch ck bo ne ! I I. Type of Permit: (Check only o _ A) 1.~~7 New 2. ^ Replacement 3. ^ Replacement of 4. 5. 6. Addition to System System Tank Only Existing System - -~) Permit Number Date Issued ^ A Sanitary Permit was previously issued ~V. Type of POWT System: (Chick all that apply) ^ Non-pressurized In-ground C~Mound ^ Sand Filter ^ Constructed Wetland O Pressurized In-ground ^ Holding Tank ^ Single Pass ^ Drip Line ^ At-grade ^ Aerobic Treatment Unit ^ Recirculating ^ Other: V. DispersaUTreatment Area Information: -~ 1 Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals./day/sq. 8.) (Min./inch) ~/ Elevation 450 450 450 l.V NSA 96.87 98.7 VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete structed Tanks Tanks ^ ^ ^ ^ ^ `c, 1000 1000 1 HUFFCUTT X ^ ^ ^ O ^ bw., 600 600 VIII. Responsibility Statement 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plum er's Signature (no stamps): MP/MPRS No. Business Phone Num r BENNIE HELGESON ` 220292 715/772-3278 ('lumber's Address (Street, City, State, Zip Code) W1229 770TH AVENUE, SPRING VALLEY WI 54767 IX. CountylDepartment Use Only ,~,~ ~,,.~._°~,-!~,,"' Te ~ ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued s ent os . ps ' ~'A roved PP ^ Owner Given Initial Adverse Surcharge Fee) ~~~ / _ ~ j r 6~ ' 4~ ~ \ Determination ire X. Conditions of Approval !Reasons for Disapproval: ~_.~~~~~,3~~ ~, ~ .~ ' I 1~6~t~ 6Wlwc.. ~0 9~c µtctik.{ewwwet ~ 3 (~ ,..... ~ ~s~y~ t ,~ ~ . ~ as l ~ ~'r~ c~ ~~~lx ~ot~.~ ~. d~'~ ~~~``O{~. f ~ ~ r /~ ~tcccrdance ~.r ,~(.c /1/adn~(~ ~ a~~wt!u..~ iti~u.~-r.~ ~~-S ulu.e 1 r"C c4h.sfi,~ ~ ~t ~I t Chu w N S`~L . S13D-6398 (R. 07/00) isconsin ~= Department of Commerce ; "=~~ May O1, 2001 CUST ID No.220292 ~s 1 ~ i '`*'`~ pr~ ~~~ l ~~'Y e~~,4~~ „ _~ .~ t~: '~ Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi.us/sb vwvw.wisconsin.gov Scott McCallum, Governor Brenda J. Blanchard, Secretary _ .. ATIN.• POWTS Inspector ZONING OFFICE BENNIE W HELGESON ST CROIX'COUNTY SPIA N7649 HWY 128 1101 CARMICHAEL RD SPRING VALLEY WI 54767 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/01/2003 Identification Numbers - Transaction ID No. 639095 Site ID No. 628866 SITE: 'Please refer"to both identification numbers, SITE ID: 628866, ERIC TIMM above, in all corres ondence with the a enc ST CROIX COUNTY, TOWN OF CADY; 310TH ST NW1/4, SW1/4, S26, T28N, R15W FOR: DESCRIPTION: THREE BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 789647 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED.. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD-10572-P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10573-P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazazd, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound manual, and section VI of the pressure distribution component manual aze complied with. A copy of this information must be given to the owner upon completion of the project. • 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. Stats. • The changes made to this plan on 5/1/O1 by this reviewer were acknowledge and approved by the system designer. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption azea. • 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 83.54(1). BENNIE W HELGESON Page 2 5(llOl • 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 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copyof the appropriate operation and maintenance manual andlor owner's manual for the POWTS described in this approval. • 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. 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/installationloperation. 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 maybe made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, ~, Charles L Bratz POWTS Plan reviewer II- Integrated Services (608) 789-?893, Mon.-Fri. 7:45 AM to 4:30 PM cbrat@commerce.state.wi.us DATE RECEIVED 04/19/2001 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 ~ ~ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi.us/sb www.wisconsin.gov Scott McCallum, Governor Brenda J. Blanchard, Secretary May O1, 2001 CUST ID No.220292 BENNIE W HELGESON N7649 HWY 128 SPRING VALLEY WI 54767 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX'COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/01!2003 Identification Numbers Transaction ID No. 639095 Site ID No. 628866 SITE: Please refer to both identification numbers, SITE ID: 628866, ERIC TIMM above, in all comes ondence with the a enc . ST CROIX COUNTY, TOWN OF CADY; 310TH ST NW1/4, SW1/4, S26, T28N, R15W FOR: DESCRIPTION: THREE BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 789647 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED.. ,The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD-10572-P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" . SBD-10573-P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • 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. Stats. • The changes made to this plan on 5/1/O1 by this reviewer were acknowledge and approved by the system designer. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. • 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 83.54(1). ~ BENNIE W HELGESON Page 2 5/1/O1 • 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 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWT5 in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copyof the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • 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. 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 slats 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 maybe made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Charles L Bratz POWTS Plan reviewer II- Integrated Services (608) 789-7893, Mon.-Fri. 7:45 AM to 4:30 PM cbratz@commerce. state.wi.us DATE RECEIVED 04/19/2001 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 F,,~ INDEX SHEET PROPERTY OWNER: ERIC TIMM 3061 HWY 29 SPRING VALLEY, WI 54767 PROJECT NAME: ERIC TIMM PROJECT LOCATION: NW 1/4, SW 1/4, S 26, T28 N, R, 15 W MUNICIPALITY: TOWNSHIP OF CADY COUNTY: ST CROIX DESIGN: CONTENTS: ~~ ~~ ~~ ~~ 1 ~~ ~~ ~O ~~O//~~ OQ, v~ O~~ PRESSURE DISTRIBUTION MANUAL SBD-10573-P (R./99) MOUND COMPONENT MANUAL SBD-10572-P (R 6/99) Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Name: Bennie Helgeson Address: W 1229 770Th Avenue Spring Valley, WI 54767 Credential number: 220292 Plat Flan Cross Section and Plan View of Maund Distribution Pipe Layout Septic Tank & Pump Chamber Cross Section & Specifications Pump Specifications Mound System Management Plan Sign Date: April 16, 2001 Conc ~-ti©nally APPR~'VE ~ DEPARTMENT OF COMMERCE SAFi D BOIL GS 8EE CORRESPOND CE ,~ n ~~ S o- '~ ~ - s ~ ~ !Zi ,. tJ ~ \ , ~ ~ ~ ~ i ~ ~ n ~1 ~ s ~ \~~ \ ,,. ~ ~ S ~ \~ ~ ~ ,~ y, ~ 4_~ _ ~ ~" ~"~~ ~ ~ \ ~ x ~ ~.., ~ a ~ ~ _ ~ -~ ~ ~ ° ~ ~ ~ ~ r ~ ; d .9 ~ ` ~ r, v ~, t. ~.- L }} S; Sl_ L Q ~ ~ O ~`~ - ~ .~ ~' fj ~ ~" ~ ~ ~~ W pOl,~~ ~1/ ~ O I y \ CJ ~ .p ~ y ~ ?I ~ ~ 1`, ~v j ~~ ! ~ ~ i ~ , ~ ~~ ~ ~ ~ , I ~. ~ . _ / G~ _ /. II-~~ ''^^ V VI ~ y .~ / ~ \ / ~/~ \ ~ ~ .C~ ~ / ~~ y ~. i ~ T, _~ ~ 5 J~ ~ ~ 11..,1 \ ~„~ ' i .L 1 ~ d .,' ,~ ` 3 J ------- - _ --- _ s v - ti ___ ~ ~ ~~ .~ ~J -i 1 1 `J ~, ~•,'~ .~ v ~' y. !'!~ --- 1 .' ,~ Synthetic Covering /~sTM C 33 Medium Sand -~ Topsoil --~~ 3 7 % Slope Aggregate -" Cross Section Of A Mound Signed: License Number: Oate: L -- Page ~ ~f Distribution Pipe G r o ~ Glev . y~ a Force Moin From Pump Plowed Loyer p ~ 6 ~ Ft. E !. D Ft. F , ~_~ F t . G ~ S Ft. H ~ Ft. q ~ Ft. B 7•s Ft. K ,~i3 Ft. ~ ~ Ft. d y, y~ Ft . T < ~~ Ft. W ~G,~ I Ft . '~'~ Observation Pipe ~ a a !< >~ ~ w - --,=---------- -- „ . ., % Distribution E~t_t_ Of 2 - 2'2 Pipe A99fe9ate Observation Pipe Plan View Of Mound ~ JC'Pv~O...-f ~- !C~j C,. ~ E ctv~ 0~-~-~ // '\ \ / i' (' ~E'< PecloralnA Plp• pe~oll / End Vlew Perloio~co _.I~ PVC P~p~ ~~~.t ,~'/CA/"1lToI~ ~w• Discribucion Pik e Layout Signed: License Number: Die. r~3oFG Holes Located on Bottom are Equally Spaced ~__ ~, ~o r " ~;_l ~I_I_ 'UFxT -~'o /"lavi~{ol~l' ./ P ~_ R ~ s 3 x Y i Hole Diameter ~ Inch Lateral "~ Inch (es) Manifold " ~_ Inches Force Main " _~ Inches .j,,I.~UE,P,`t` ~1~2~?. 970 37 3 ~ ~-lobs ~'~~- G~.-}~~~.1 ~, . Pnr,~ °~ PUI~'~f' CHP.I^.t;~R ChU~`--• _E~._I~,:-; AtiL JPECIFIi:l.I IUD!`. VE IJT CAP ,[•,'T PIPC - _4PFRC)VED L.OC. ~'~•'•ii. - - ~„,EATHERPRQOF MA1.IHOLE CO`:E~~. JUA1CT101J BOX _ - 12"MIU. I .-~~hiCO~. JR FRCSH F,~R i,,iTAKE GRADE I ~ y°MIIJ. „// I ~(~~.. ~ ~, le"Mlu. GOIJDUIT ~- --"__..--- ~\ --- -- \ ~~l _-_-_-_-_ - PROVIDE ( ILILET AIRTIGHT SEAL I III ~~ I III APPROVED JOIuTS aPPROVEO JOIFJT A I III W/C.I. PIPE I EXTE-JDIUG 3' .,,-j~.I. PIPE I II ALARM O-J70 SOLlO SOIL. EXTEI~IDI/JG 3' I II ~1JT0 SOLID SOIL D ( I I I oIJ . c i I pp~~ ~~ I L E v. J__L~!- F T PUMP -~ OFi -.. D C01.1CRETE BLOCK q a ~• -~ RtSER EXIT PERMITTED OIJLy IF TA1JK MAAIUFAGTURE.RU SA~svol~~~ PP~'~a!' ~IS'2h , ler f5 IC: C-~~' C~. ~ S P E G I F I•GAT I OAJ S X$ L-al o[ <-_~ SEPTIC f f~ TA~1K5 MA-JUFACTURER:1Jl'--i'~G~~-l/ ~G.~icT~u~ VOIt.~.-n.~_ y.~~I ~°`I' ~t ~ 9 G~-I . \ ~--""jTAlJK SIZE : ~rf ~~ - GALLO-JS DOSE VOLUME ~,~ -73.89 GALLONS ALARI'1 MAAIUFACTURER: ?CO 6J (,ALL0~:5 ~ ~ r r( «,~ CAPACITIES: A=~IAICHES OR ,L._s__ MODEL I.IUM~ER: ( ~ (,ALL01.15 ~I o~ ~- 8 . c~. IIJCHES OR swITCH TyPC: Nl~r~ ~. r~ - ~, D C, ~ ~,_ 1-JL H E 5 OR1~$~.~`La~--GA 1. L O U 5 PUMP MA-JUFACTURER: ~n /`^ Da~a~INCHESOR ~IyYGALLOAIS MODEL -,1UMDER: ~ `~ ~ ~ ~~~ ~ 1 I I SwITC N TYPE: <-~- OC+.-~ 1JOTE: PUM1P A-JD ALARM ARE TO DE INSTALLED OIJ SEPARATE CIRCUITS MI-JIMUM DISCHARGE AAT 31> I~ GPM ~ ~ ~ VERTIC~.L DIFFEREIJCE pETWEEIJ PUMP OFF A1JD OISTRIBUTIOiJ PIPC.. -'.-~- FEET S• ~+7 ;~'_._ FEET (' . 5 G Y- ^~Ir,1IMUM 1JETWORK SUPPLY PRESSURE ~~ c2.5~ FT,~ FRICTIO-.l FACTOR..~FEET + ~ ? FEET OF FORCE MAIN X /IOn rr. / ~ , 9y TOTAL Dy-JAMIC HEAD = ~7/.~-~-=-- FEE/T /~3 p-~ (sa~ ~P~ I~~~` -. • L I O U I O DEPTH ____.~- IJJTER-JAL DIMEIJSIOAIL OF TA-JK: •i'LE*.~C'~TH ~ ;WIGT!~ ~ `~ VAT E: S v ~E D: _ LICE.1.15F -.lUMOER: Submersible Effluent Pump METERS FEI 8f 7 0 a = 6 U ~ 5 Q z ~' 4 D ~" O 3 H 2 11 0' e.; ~~r.* .;.:; ~, ~;Y .r . . .4~~.~.??u;. .~,~. ~: y +t"- t" ~ . ::~ . 2 4 8 g 10 12 m'/h ._ 0 CAPACITY ~, GOULDS PUMPS, INC. SB~ECA FAll:a NEW tDiiK,L3146 f. r~ ,,,... ~~: .. ,.': , :fit ;r.d; :'''C": ;2.~-'. .wf4•i: ~t~•i . ..li , r~ ~oaR f;n~ilAa Pumpa. Inc. SPECIFICATIONS AAE SUBJECT 70 CHANGE WITHOUT NOTICE .d~ ~ ~~ ~ MODEL: 3871 SIZE: 3/4"SOLIDS. ~ ~~ _~~~~~ RPM:1550 HP: 0.4 .~:'~,~.. MF,aY-01 -01 09:08 AM ^:. P_ 02 PbWTS OWNER'S MANUAL $~ MANAGEMENT PLAN l'a4e~_er~ FILE INFORMATION 8u+ner !;RTC TIMM Pc,rmh ~ OESiGN PARAM~T~K~ Number of t3edrooms p NA Number Of Commefdal Units ~ NA Eagmated flow (average) 30t'•f+58 aVda Oeslgn flow (peak), (Estimated x 1.13) S~ aUda Sod Appiicatlon Rate aVda /ft' Influent~Etfluent Quallry Monthy average' Fab, 011 & Grease (FOG) s30 mgiL Biotdtemical Oxygen Demand (BOOS X20 mgrt. Total Suspended Salida (fSS) 150 m A. Procreated affluent Quality .• W NA Monthly average'' 8kx~temicat Oxygen Demand (600i) t30 mglL Total Suspended Solids (f6S) s30 mg/L Fecal Colilonn eometric mean S10' cfW100m1 Maudmum Effluent particle Size Ye Inch diameter MAINTENANCE 8CHt:DUII: SYSTEM SPECIFiCA71dN$ Septic lank Capacity lUUU al ^ NA Septic rank Manufacturer HUI: FCUT'1' O NA Effluent Filter Manufacturer lAB1;L O NA Effluent f=flier Model A-lUU f.Z }C O NA pump Tank Capacity 6U0 al O NA Pump Tank Manufacturer O NA ,Pump Manufacturer p NA Pump Model 3871 EP0411F O NA Pretreatment Unlt NA O SandlC~rsvel Filter O Peat Filter O Mechanical Aeration O Wetland O Disinfection O Other: ' Manufacturer Dispersal Ceft(s) O In-ground (gravity) D ln~round (pressurized} Q At-grade ®Mound p grip-line o other. R Values typical for domait(c (nOn-oommerclaQ wastewaN~ rid esptlc bnk eMuenl. N Values typical for pretroateQ wastewater. 8ervlco Event $ervlce Frequency tnapsct condition of tank(s) At least once every Q months ear(s) (Maximum 3 yrs.) Pump out contents of tank(s) ~ When combined sludge and scum squats ane-third (K) of tank volume Inspect dispersal Cetl(sj At least once every O months C~year(s) (Maximum 3 yrs.) gash eflluant filter At least once every O months t~'year(6) Inapad~pump, pump controls d atarrn At least ante every ( D months t~J'year(s) ^ NA Fluatl feterals and pressure test ~ . At least once every 3 d months t~'~isar(a) [] NA ~1er At kmst once every ~ months D year(s) C] NA other. At least once every O months O year(s) O NA MAINT'ENANCB INSTRUCTIONS Insptactlone of tanks and dlaperaai calla shall be made by an Individual carrying one of the following licenses or certMtoatlons; Master Plumber; Master Plumber Restricted t3ewer, POWTS Inspector POWTS Maintainer, S®ptage S®Nldng Operator. lank Inapectlona must Include s visual Inapecdon of the tank(s) to Identify any m(ssing or broken hardvvaro, identify any cracks OC leaks, measure the volume of combined sludge and scum and to check for any backup or pending of effluent on the ground surface. The dispersal cell(s) ahaA be visually Inspected to check the effluent levels In the obsiervation pipoa and to check for any pending of effluent on the ground surface. The pending of effluent en the ground surface may Indicate a failing condition and requires th4 immediate notlflcatlon of the local regulatory authority. When the combined aaumulatlon of sludge and scum In any tank equals one-third (Y~) or more of the tank volume, the antlra oontants of the tank shall be removed by a Sepbge Servleing Operator and disposed of in accordance with ch. NR 113, Wisconsin Administrative Code. ' The inirvicing of effluent filters, mechanical or pressurized POW7S components, pretreatment components; and any other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POW-TS Maintainer. A aeMQe report shall be provided !o the 1oca1 regulatory authority within 10 days of completion of any service event. S'CAR' Up ANp Ot?ERATION. For haw construction, prior to use of the POWT$ Check treatment tank(s) for the presence of panting products or other chemt~;als that may impede the treatment procosa andlor damage the dispersal ce11(6), It high concentrations are detected have the contents or the tank(s) removed by a septage servicing operator prior to use. ~IMgY-0 1 -01 09:09 AM System start up shall not occur when soil conditions are frozen at the (nflltrative surface. P. 03 YaQe? _o~ 2 poring power outages pump tanks may fli) above normal highwater levels, When power is restored the excess wastewater will be discharged to the dlapdrsal CeU(s} in one large dose, overloading the cell(s) and may result in the ..backup or surface dischargs of effluent. To avoid this situation have the wntenb of the pump tank removed by a 38ptage Setvking Operator prior to restoring power to the effluent pump or contact a i~lumbar or POVYT$ Maintainer to at;slst in manuagy operet(ng the pump controls to restoro normal teveb within the pump tank. • Do not drive or park Vehicles over tanks and dispersal cells. Do not dr(vs or pack over, or otherwise disturb or compact, th©area within 15 feet down slope of any, mound or at~rada :oil absorption area. R©ducGon pr evmuation of the fallowing from the wastewater stream may Improve the performance and prolong the life of the POWTS: andblottcs; baby wipes; cigarotte butts; condoms: cotton swabs; degreasers; dental floss; diapers; disinfectants: fat; foundatbn drain (sump pump) water,lrutt and Vegetable peelings, gasoline; grease; herblotdes; meat scraps: medications; oil; painting products; pe$ttcidee; sanitary nepktna; tampons; and water softener brine. ABANDONMMENT When the POVYTS faits andlor is permanently taken put of service the following steps shall bo taken to lnsuro that the system is property and safely abandoned to eompllance with ch, Comm 03.33, tMsconaln Administratlve Code: • Ali piping to tanks and pits shaft be dlseonneded and the abandoned pipe openings sealed. • The contents of all tanks and pits shait~ be removed and properly disposed of by a t3eptsge Servicing Operator. • After pumping, all tanks and pits shaft be excavated and removed or their covers rempved and the void space filled with soil, gravel or another !Wert solid material. CONTINGENCY PLAN if the POWTS fella and cannot be repaired the following measures have been, or must be taken, to provide a code compliant repiacement system: , 0 A suitable replacement area has bean evaluated and may be ub7zed for the location of a replacement soil ~bsorptivn $yytem. Th• replacement area should be protected from di9turbanCB attdcompacuon. anq should not be infringed upon by required setbacks from existing ar~d proposed structure. lot lines and wefts. Failure to protect the replacement area will result !n the need for a nt~1i soU and. site evatuatton to establish a suitable replacement area. Replacement systems must comply With the rotes in effect at that time. O A suttabie replacement area is not available due to setback and/or Boil 11m1taGans, .Barring, advances In POVVTS technology a hoidin9 tank may be Ustalled as3 a Iasti860rt to replace the f&qOd POV1R8• v me site has not been evaluated to Identify a suitable replacement area.. Upon fatiure of the POWT3 a aoU and . site evaluation must he perforrned tv locate a suitable replacement area. if no replacement area Is available a ' holding tank maybe installed ae a last resort to replace the failed POWT3. E1 Mound and at-grado soli absorption systems may. be reconsttvcted in piece bllowtn9 removal of tho biomat at the infiltrative surface. Raconatructlons ofsuch systems must comAiy with the rules In effect at that time. «WARNING» SEPTIC, PUMP ANO OTHER TREATMENT TANK8 MAY CONTAIN LETHAL GASSES ANDlOR tN8UFFICIENT OXYGEN. DO NOT ENTER A SEPTIt:, PUMP OR OTHER TREATMENT TANK UNOBR ANY ClRC,UMSTANCES. DEATH MAY RESULT. RESCUE OF A P&RSbN FROM THE INTERIOR dF A YANK~MAY GE DIFFICULT OR IMPOSSIBLE. ADpiTIONAL COMMENTS ~ ' poYYTO tN8'rALL(wR Name HELGESON )rXCAVATION INC , Phone 715/772-3278 POtfit'CS MAINTAINER Name HELGESUN EXCAVA'1'lON 1NC Phone 715/7723278 sEPrAGE StrRVICiNG OPERATOR PUMPER LOCAL REt3I1LATORY AUTHORITY Name .IUHNSUN SANIT'ATIUN AgBnt;y S'!' CRUIX CUUNTY ZUNINC Phone 715/273-5811 Phone 715 386-46130 ~ Th+v oowment way Qnfted by the etarra of the Ciroen (.eke, Merstuette and Weuahare Courtly zoning and Stnlbtton apsnd9e• This doaiment meet the minimum revurremonte or Ch. Comm t13.22(2)(D)(1)(d)b(A and 63.54(1). (Z) 8 (3). Wlaconeln Admtnistretiw Code. Ilse of thh document dwe not gWrentve the petformnnca of the POVVTS. - . GMVN (~ti ~~~~~ d~~~ ` J/ ~~1;../~d~_ f Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code ~My ~ ~' • Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BMj, direction and Paroel I.D. ~ O ` / O ~ ~ d '- ~ ~ . percent slope, scale or dimensions, north arrow, and location and distance to nearest roa Please print all information. R viewed by /Dat Ir 6 Personal information you provide may be used for seco ur ses (Privacy Law, s. 75.04 (1) (m)). `~ Properly Owner ,,~ ~; m ,,.t ~ ( ~' Property Loca~~tiffon) II ,, ,, ~ 1/4 S ~'f/4 S ~~ T ag N R t L t /S E (or) ter; ~ri ~ -~ ~ c o . Gov N Property Owner's Mailing Address Lot # Biodc # Subd. Name or CSM# ~~ N~ N~- ,~yo 3/0 ~~ 5f. , Zip Code Phone Number Ci(y St a te ^ City ^ Vllage Town Nearest Road L l ' ` ~ / ) Wt lso Uil. ( ~S~ 7o~'y 7 ~C7'~~t ~CQ, ~ ~ I rem / .S New Construction Use: esidential / Number of bedrooms ~_ Code derived design flow rate ~ •' ~ ' '-- - GPD ^ Replacement ^ Public or commerdal -Describe: ~ Parent material ~ /cr_~ t ~ ~ rt~ l l ~ Flood Plain elevation if appiict~618~. ~ / ~ ' ~ J 5~'evv~- i ~_~ ~ General comments r/~puve ~~ ~ "~ ' (` ` ~o - 9r ' : ~~ ®~. ~ o.~ ~ u,u and recommendations: x 75 0~ Co h q~ C'~ 1 I 6 A " _ t O ct n (~ /~ ~ / ndy p „ 5 ~.~ l~ Usk ~2 r U.,~Cr EcX~c. o ~-- C~..~ ~ ~~,~ ~~;Ll.., `v(!~ C , ~ "CJV,Y -:: (,,,~y, f~ ..~ •~,. rx ~ LJ Boring / c / V° W ` Boring # ~ g, Depth to limiting factor .3~ i [tom] p t Ground surface elev. ~ • ` lication Rate GP D/fP Horizon Depth in. Dominant Color Munseil Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary 'Eff#1 •Eff#2 ~ e y ~ S f !- .~ rn S~ZC r ~,~ v ~ , S 3 ,3~-5 1©y ~~~ 7,~`/~~ AIL a ~sb ~- IvF ,s ,8 ~~ Boring # U Boring !• 'Pit Ground surface elev. 9~ _ ~ ft. Depth to limiting fads' ~~_ in• ~I lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff •Eff#1 •Eff#2 in. Munseil Qu. Sz. Cont. Cdor Gr. Sz. Sh. 3 -3~ ~ ~ ~•d ~ 7, s y ~ ~ Sit- ~. ~ S b k ~ ~ ~ ~ s- Is ~- ~ ~ ~3~ ~. ~y~ ~ s m s 6 ~ a,- - , ti - .~ • Effluent #1 = BOD > 30 < 220 rrrgA. and TSS >30 _< 1 50 mglL 'Effluent #2 = BOD _< 30 mgll. and TSS < 30 mglL CST Name (PI Print} II ll Si attire ,-~.-~ ~ ~ -~ t~e~ ~s~~ ~ CST Number ~~o~y~ , . P~I Date aluation Conducted Telephone Numt~r Address ' / I r ii~7/ 4~i ,Nw~-, l ..~ R' .~nr/nom!/~. ~I.,_ ~~),' y .3-~/ ~"7/s~77~'3a7~ 7~ 7 .+ . Property Owner h-`P ~~ ~i ~-n w~ _ _ Parcel ID # , .. _.. _ _ . Page... o~ of _ _ ~ Boring..... .. . Boring # c~/ ~ ~t .Ground surface elev ~ ft. .. .._. __ _ _ .. _ ... _ .... - - Depth to limiting (actor a in. . _ _. --.. oil ication Rate Horizon / Depth Dominant Cdar Redox Desrnption ~ _ ._ in. Munsell Qu. Sz. Cont Color V ~o ~ p Texture Stnx~ure ~.. Gr: Sz. Sh. L a~s6k C. ~. Yvi 5 I'' Consistence ;Boundary ~ c~ h C,~J Roots ~~ J •F .. GPD/ff ~ _ 'Etf#1.. ~._ `Eff#2.. _ ,s" . ~g/ s Z7 LJ Boring Boring # ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Stnidure Consistence Boundary Roots GPD/fE in. Munsell Qu. Sz. Copt Color Gr. Sz. Sh. `Eff#1 `Eff#2 _. ^ Boring # U Boring ^ Pit Ground surface elev. ft. Depih to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. MunseU Qu. Sz Cont. Color Gr. Sz Sh. `Eff#1 'Eff#2 `Effluent #1 =BODE > 30 < 220 mglL and TSS >30 <_ 150 mglL `Effluent #2 =BODE <_ 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. SBD-8330 (R.6/00) w_ ~-~ _ _ s H C'C ~1 ` /` n r~ -f- ~i - / ~ ~ v 1 O 1 Vy ,f C:J 0 3 o O ~' C ~ O ~ G r T C, n N --` l !V .. ~ b o D~- o ~~ ~ o N S r ~~~ ~ 0 ~ U ~0 d ~ ~ l~ V O 1 O Q T ~J C.~ W ' ,m _ ,~ N ~`~ - ~ o a'` ~= ~, ~ ~ -b ~~~,,~ o ~ ~ ~ ~ .~ ~o~ T~~a, F s ~ ~ ~I~ JLm I ~ ~ ~ ~~ ~ C ~° v ~ m ~ ~ `~`~ 0 ~ ~ ~ ~ \ ~~ ~~ \ ~ q ` ~ S' u > b -~ ZOO -~,~,-F- ~ 'T ,~ ~~, I L _~ Q Y' 0 W ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer ERIC TIMM Mailing Address ~~1 ~'~ ~ ~y a~~ ~p~' 1~r ~ ~ ~ n~ t v Property Address ~ as J~ ~ 5T . (Verification required from Planning Department for new construction) City/State LEGAL DESCRIPTION Parcel Identification Number ~Oy" /O~~- ~~ ~ 040 Property Location NW '/a, SW '/o, Sec. 26 , T 28 N-R 15 W, Town of CADY Subdivision NSA .Lot # CertiFed Survey Map # ~o ~l (~ ;~ / ~ ,Volume ~ ~ ,Page # _ S'- . Warranty Deed # `~ ~ ~O~L ~~ ,Volume (~ S D ,Page # 2 3 g Spec house ^ yes ®no Lot lines identifiable L~ yes ^ no SYSTEM MAINTENANCE . 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. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restrictedpIumber or alicensed pumper verifying that (1) the on-site wastewaterdisposal 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. CertiScatioa stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. ~,,,,"~ 45" / ~ / ~ SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION . I (we) certify that alI statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed voi_ .1650PAGE 2•JO STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number waxl~alvTY DEED This Deed, made between Kenneth L. Timm and Cherrie L. Timm, husband and wife, Grantor, and Eric Bert Timm, a single person, Grantee. Grantor, for a valuable consideration, conveys and warrartts to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Lot One (1) Certified Survey Maps, Volume 15 j; page ~cqS Document Number 646718 Recording Area 646.98 KATHLEEN N. WALSH REGISTER OF DEEDS ST. CROIX CO.~ WI RECEIVED FOR RECORD 05-31-E001 11:5 AM CITY DEED ECERT 1T"ODPY FEE: D COPY FEE: Z.00 TRANSFER FEE: RECORDING FEE: 10.00 PAGES: i Name and Return Address Gavic Law Offices P.O. Boa 400 Spring Valley, WI 54767 Exceptions to warranties: SAC Dated this. t ~' day of A , 2001 ~~ + Lei neth L. Timm [ ~ A~/t.~..D - s Cherrie L. Timm # AUTHENTICATION Signature(s) of Kenneth L. Timm and Cherrie L. Timm STATE OF ~~ • ~o c,•~.:avtc •. ~ T~I'I,~E I~E `T ~ TE • - ~ '• . 'FIiIS ~'I'RJ Jorv R. Gavic ~\ OF WISCONSIN pis. Stats.) WAS DRAFTED BY (Signatures may be authenticated or acla~owledged. Both are not necessary.) Names of persons signing in any capacity must be typed or printed below thei 26-28-15-413A 'Qi-itT ao<1- to bf - ~{o -aoo Pazcel Identification Number (PIN) This is not homestead property. (is not) ACKNOWLEDGMENT ss. County ) Personally came before me this day of the above named tome known to be the person(s) who executed the foregoing instrument and acknowledged the same. • Notary Public, State of My Commission is permanent. not, state exprratton ate: ') nature. Inrormatlon Prore„wnNs camp.ny. Ford du l.aG wt ._ .__ - .- - _ .. aoo~ess2o2~ WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2 -1999 ~p~~ ~,`~ ~~ ~ o 60'di ~33~ 9NI9~ ~33~ ~3.I! oa•~ ~~ ~33~ ll~;i Nl dtfil d3h8fIS Q3IJ; Wd ~9~t a 3 N W I- j ~V ~ ~~ H~ ~~. 3 t~ O a~ VI ~~ 3N oN~ IZ- N ~$ \V W y V 2i ~ ~Q l ? a ~ o 3 ti 1 } J Q'J~13~ ~J Q3AI3~~1 IP9 `'03 XIOS~ 1S : SQ33Q 30 a31SI 3a HSItlM 'H N331H H31 $TG'9~ WEST WARIER CORNER ^ W SECTION 2fi -FOUND W, ~ I" IRON PIPE cl M, ~ ~~ PREPARED FOR: ;~ KENNETH TIMM . ~ o . UNPLATTED LANDS a 1~4 o8a ~I H~ ` I ~a UNPLATTED LANDS I s s' I ma .................................. N 89.56't8'E 1097.63' i 33' 36.46'W : 106 I. t 7' ~ IOD 33' la ? ; -+~ ' J ~ ~ I~; ~ Nw-sw - - - - - - - I M -- , I ° ------------------ - sw-sw ~ ~13 -~~ 2 C.S.M._ ^I ~ W ; ~ IM ~ L~r ~ APPROVED N vauME s ° I ' • • • • • • • • • • • • • • ' al rn: ~ I ~ ' m : -- ; sr. caolx couwrr 10.00 ACRES Planning Zoning and Parks Committee 435 604 S0 FT uvi ~ PAGE 2406 ' l g " 18 W . y' , . . 9. 75 AC. EXC. R/W o ••"""•""•"" '~ MAY 2 9 ~p0i 3 `I = z I 424,511 SO. FT. ~= ~ - - - - - - - - -i ~ ' If nct recorded within 30 days of ' t } a: approval date approval shall be ^ ~ I , 3 • s: rwN and void v ~a I , ~?: k z: ~ ~ \ w~ ~ ' 3 ~a , ~ N 10.48'4o'W S 89•x'28"W 1042. s7 98 80' ~' ~ UNPL A TIED. W . BEARINGS SHOWN ON THIS MAP DIFFER FROM RECORD BEARINGS DUE TO THE USE OF G108AL POSITIONING SYSTEM OBSERVATIONS. I 'ZI 11 a SOIL BORINGS C 4 \ _~.~.~ _ ~aM ~~g ~~.. ~~~. t3' ~ '~, 9~c~' ~ . 5~~• ~~~ G%~, qb`.•''' ~~ P~ .~ ~~ . ~ i ° ~ ..... .....' ...... _ ~ ' I S 89 55 28 W ~ ,~ N ~ LANDS ~ I ;' ~; ^ 3s. 5s' ro: ", ~ UNPLATTED LANDS mo°- ......... ....... 2 ~^3I~: W , ........................... ~Vj ~ ~ oM,M: _ ~ LEGEND WX~ OW ti a. o ~ 0 "SET 1" X 24" fRON PIPE WEIGHING g v ~ ~ ~ c $~ a 1.68 LBS. PER LINEAR FOOT. 3 ti t ~ _ _~ I ~ GOVERNMENT CORNER AS NOTED t ~ ' ~ OiON I O ~ RECORD DATA i BEARINGS REFERENCED TO THE ~ WEST LfNE OF THE SW I/4 OF SOUTHWEST CORNER I SECTION 26. MEASURED AS SECTION 2s -FOUND I"' 150' S00°04' 32"E. (ST. CROIX I' IRON PIPE i COUNTY COORDINATE SYSTEM). 0 75 150 300 2001030A THIS INSTRUMENT DRAFTED BY JIM WEBER SHEET I OF Z r 8 W U~7 CADY CREEK (APPROX. LOCATIdN) ,,, ~.a~4/'1~~i `~ JAMES M. wit ~~w ~" A~S s O' ~~ O: ~ W: o ti: ~ J ; rp a: a '' N 0 JAMES M. WEBER S-1804 NELSEN-WEBER LAND SURVEYING DATED MA~Z~Vt'S~ Zoo\ ,Y, ' } :.2: CERTIFIED Stl RVEY MAP LOCATED I N THE NW 1 /4 OF THE SW 1 /4 AND I N THE SW 1 /4 OF THE SW 1 /4, ALL 1 N SEC710N 26, 7.28N. , R. 15W. , TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN DESCRIPTION A parcel of land located in the Northwest 1/a of the Southwest 1/a and in the Southwest'/4 of the Southwest'/., ali in Section 26, Township 28 North, Range 15 West, Town of Cady, St. Croix County, Wisconsin, more fully described as follows: Commencing at the West Quarter Corner of said Section 26; Thence South 00°04'32" East (recorded as SOl°24'41"E), along the west line of said Southwest'/,, 1216.79 feet to the POINT OF BEGINNING; Thence North 89°55'28" East, 1097.63 feet; Thence South 00°04'32" East, 400.91 feet; Thence South 89°55'28" West, 1042.67 feet to the easterly right-of-way line of 310 Street; Thence North 10°48'40" West, along said right-of-way line, 98.80 feet; Thence South 89°55'28" West, 36.56 feet to the west line of said Southwest'/a; Thence North 00°04'32" West (recorded as SOl°24'Ol"E), along said west line, 303.84 feet to the point of beginning. Containing 435,604 square feet or 10.00 acres. Subject to right-of--way for 310x' Street as shown. Also subject to any and alt additional easements, right of-ways or conveyances of record. SURVEYOR'S CERTIFICATE I, James M. Weber, registered land surveyor, hereby certify: That in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and the provisions of the St. Croix County Subdivision Ordinance and under the direction of Kenneth Timm, I have surveyed and mapped the above described parcel of land and that thi map is a correct ~uuii~iu:uu representation of the boundary thereof. ~ a~SG~ ~~5~~. Dated this 5~ day of 'M~~.c_~. , 2001. _ ~ ~ ~~, 8 ~ rYEBER ~ "--^"-- ~ i~>f04 James M. Weber, 5-1804 ~< 0~1NItI.EY• Q: NELSEN-WEBER LAND SURVEYING, INC. O~ ~~~~ SURV,~a ~~~,+i...-- Note: The parcel shown on this map is subject to State, County, and Town laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. 2001030A This instrument drafted by Jim Weber SHEET 2 OF 2 Voi.15 Page 4095 JUN-11-01 07:38 AM Ta Fax number: cc: From: Date; F ~:~ '~ransi~n.x s ~ i ~1~ No. of pages incl. this one; 5 ST. CROIX COUNTY ZONING 715/3x4-468G Voice: CHRIS EATER Monday, June 11, 2001 If you do not receive all pages, please contact: HELGESON EXCAVATION 1NC W1229 770T1-I AVIA SPRING VALLEY WI x4767 715/772-3278 FAX 715/772-3387 Subject: ERIC TIMM EROSION CONTROL PLAN P. 01 Special Instructions: /spoke with Rod on Friday regardlny this. They are waiting for tl~e Erosion Plan to issue sa~~itary permit. ~'`~ ,~~`. (~~ , $ y Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites M,rli~t; ~..~ Nacre Street addtcss. city. zip code ~ 7i5~ 7~J---3r22~~. Daytime tetephonc aucnber /. 7 . Namc Daytime celcphone number Street address. city. zip e Lassies o[ th-e btrtldlag site (ootapicte as apprapriste): ~_ quarter of Section ,. ~ ~ - 'Ibwn ~ ~ N., Range _ ~ -~ ~ ~ ~ Lot .Block 5troet address Instxttdlons: 1. Complete this plan by tilling in requested in(octnation, marking (~ appropriate boxes, and completing the site diagram. 2. In complccing the site diagram, give Consideration to potential erosion that may occur before, during. and after grading Water runoli patterns can change slgnificantty as a s#tc is reshaped. 3. t:.l;apce[s ILFiR 20 is 21 of the Wisoottsin Uniform Dwai{[ng Cody. the DNR Wisconsin Construe[lon Sirs Best Management Handbook, and UW ~ >Ektension publication erosion Cont/ol jar Xome Builders can be refetTCd to for assistance in menpteting this plan. The Wisconsin Unirostn Dwelling Code and the tb%tcortsFti Consnwetlon Stre Best Management KAndbook are available [hroueh State of WiseYSnstn r~e'leument Sales. Eit1R/,ffl.-?tASR.' tSnetn.a !!~.+trnt fnr Na.ae Buildt7s P~ ~~ y Cbec3c (~ aPPropriate bow below, sad ootaplete tls-c site diagram svilh aaonsswty ittfortttatloo: Site aracteristiee North attow, scale, and site boundary. Indicate and name adjacent streets or roadways. O Location of existing drainsgawa reams vets, takes, vrctlands or wells, p ~ Loeaelon o[ storm sewer inlets. ~` The greases[ and direction of slopes before grading operations. p/ The gradient and direction of slopes aner Cnal grading operations. ~~..~. L,oeatian of existing and proposed buildings and paved areas. r~ ~ Ovcrtand runoff (sheet stow) coming onto the situ ITOm adjacent areas. ~' >xtosloa control PrziQalaas !~ t7 Location of tempotary soil storage plies. • Note: Although nor apecijrcal/y required by Cade, It jr recontntended that soil storage piles 6e placed behl-td a sediment jtnce or n[ors than ?S feat fropt airy downslope road or dralitagt!way. Locatloa of gravel acacs,S drive(s). Noes: Retomrriended grovel drive design is z 10 3 Lich aggregate stone laid at least 7 jeer wide and 6 inches thick Drives should amend jrom the roadway SO jeer or ro [Ae house joundarlon (which ever U leers). fcY Ci Location of sediment fences (Cher fabric ten straw bale [eriee or vegetatlvc strips that will prevettt eroded sell Irotp lowing the she. D O~ lion of seditrtent battiicrs around on~site storm sevuer Inlets. O m/ Lvcatioa of diversions. Note: Al~hotrgh nor speeffca/y rrgalred by Cade, it cr mantntended ehae eonceRtrated ftow (dlainageways) be diverted (ndlrtded) around disturbed areas. Ovellarul -unoJj (sheet ow front at~acent areas grraesr than Ia1700 sq. jt. shoerld also be diverted around disturbed areas. D Cst'~ i.ocation o[ practtam that will be applied to control erosion on steep slopes (greater than Iz46 grade). Nor Such prae-bees liiolyde rrtaiszrallt/ng esisting vegrrartort, placer-tent ojadditioAa/ seQinrgtt jtnees, dlveralons. and re-vegetation by sodding w by seeding with use ojerosion control mats Q Loeatlon of pnctlees that will centre! erosion In areas of concentrated runoff [low. Note: Uttstobilized drainageways, ditches, diversionb and inters should be protected jrorn pprlon throu~-Ji tilt ojruch ptactlees as in•~Jtonncl fabric w straw bale barriers, esosloa control mats, staked surf, °'~ 1pCk'IP-raP• ~eR Ysed A giVtn in~lrannsl barrier should nor receive drairtagc jrDrrt mole *tiratalfed ~~~ ~rnprervr+? °~" °r °a` °CV °fpQved ans. In-ehannsl practices abou/d no! be pe/+ntnt4l sgra~r[r. ~ tp/ i.oca[ton of other planned practio~s not already noted, JUN-il-01 07:40 AM ~~ ~- rn ~-~ ~~ _, ,,_ ~~..r. ~- .~.. r_~, ~~ . x i ~~ b -=? ~ ~ J 3 -o ~ 0 ~~ o ; =0~ p. S ., ~.1 ~ / ~ "'© 1 ~, o, \/ ~p -_...1\ I /A "J~l ~•• w ~.. % ~~'° ~ ~~ ~ _~~ •~~ ~ r d I l~ ~: !~ 1~ R C~ ~; 0 ~•u ~~ ,, 1 ;~+. 1 ~~ ~ b ~. n r~ _e t~ ~~ ~ ~ ~~ .~. L h ~ ~- ;,, ~. i~ `~ ``~/ ., ~ a. ~~ ~. 4 ~ ., ~ ~ .. ~ r, ~~ 3 s/ ~ \` h \ _~ ,,p * ~' ~' ~ uo ~ ~ ~• ~ n ~~~ T. Q ~ -,~ .~ v k A k t 0 "b r ~, k P. 02 T d~ Y' ~~ ~f JUN-11-01 07:40 AM P. 03 ` •, ~ 7 ~ ~~ IAd/Gite maaagCiACOt 6tritcgy by cbecJdng (/~ Lltc aPlfrOpr'latC bor ,~° Mira aecmcet SttataEics q ~'riomporsry sfat+il3aaLtiop o[ disturbed arras. Noce: ~4llliough not specifically regrind by Ca(s, ills recommunded that disKt-beel areas and toll pips left inacN~e jot exttnded periods of rime be s/abilixed by seading (benvee» Aprll Jsl and September lSrh), ar by other cover, such as larping or mulclt++tg: P ~~ t stabWratloo o[ altc by r~vcgctation or other tpcaas as soots as possibly q Use o[ dvwmpout amd/or sump pump outlet ancc~ions. Note: Allhoagh not sptcifrcally required by Codc, it is recommended that J1ow front dowM.sportta and atenrp nip oull~ts be mated to stoblc arras such as established sod or povetnent. ^ ~ 'napping sodtmept during dewateriag operations, Nolet Allhorrgh lint specifically required by Code, It is recommended Thal s~lmenl-laden dlscha/g~ water from prtmpllts operations be polled 6chind a trdlment barrier until mast of the sediment ;ernes out ~i ~ Pmper disposal o[ buitdtag toatcristl ~raste so that pollutants and debris ate not carrtod ot[~itt- Matarcnanao of etoctop oaptcol pradiors. SCdirrieht will be removed from behind sadlmcnt fences and barriers be[ore tt reaches a depth that Is equal to halt the banicr'~ height. • Breakx and gaps in sediment fences and barriers will be repaired immediately. pemmposing straw bales will be replacod (typtal bale life is threC months), • Ail sediment that moves of[-site due to aodstructlon activity will be cleaned up be[ore the end o[ the same wot`kday. • at scdlmont that tnovcs oa-site due to storm events will be cleat-cd up be[orn tha end o[ tho next workday. • ~3ravcl access drives wall be maintained throughout construction. All Inscallcd erosion rrontrol pcactias will ba maintaired until the disturbed areas they protect arc Ftabilixcd. ..: ...'. ~,,, ~: .a :... ~.. •• t:: .y~... :::. ::: ~. .. ;,.t~ :~ ,.. ... .. ..:.•.:::. ... 4.. ,,. .,. .. .:: . „i , ^:..:... :~,: 1, liercby,•ceriify~:thai~ Y undcratand•~Lhe'a~nstructlan site erosion~~agtrol,prpWSiopfs~;ot the•:VVlscotl::la~~nVocrit ,nclUng.Codc- and that' I accept responslbllity. for cairyiag out'tlic°above,crtislon;e~btitrol.pla~n~a,:~pprov~d':by ~tfie sole etifaroentcttt authority. ~ ~ ~ :: °::` ~ ~ . . .,. , . r •;~. .. a::"~ y.,. t n fure.Ot~a 1 c~ttt' ~ :X~: `:f:: ry~K., atp:r,:.. ..:;,.. ., 8 ~ . " ~.# :. ::;~..:.. .. A p~bllcallon oj+he rlnlvers/y of Wisconrln-Es~e/~•ien~ Ron SAw,ra: [!R/E1i Wq-er Qieai(q~ 6dueo/ion Sptelalirr (l2/~21. 71kIn p~mrteod®n •...q+ be fey aNpr~e4~s-~ ~la~a/rl~al ooplav erg a.a~/abh~ r+.--aug/~ ~l~e IJWEX /snv/ronn~w~/A/ Resorrcte G'e~IN, Zl6 R~ ffAl1~ 1 ASV Lfl-QGn pri-~e~ Maatson~ wrr 317 aoalaoz-s6s2