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HomeMy WebLinkAbout020-1071-60-000O t=/i O faD fNi N O 7 a U} Z y ~ D 3 ~ C ~ .. z O o ~ c ~ ~ ~ ~ ~ N 3 0 N r~ fD CD m y ~ n ~ O O d 003 a °-' m m o~.- ~ ~ z f/1 N O_ V ~ N N " 3 v ~ ~ _ T -• .~ v N n T `~ N ' N C71 W a c 3 fC d O N O F o:. t7 to QQ 3 ~ C) d ~ ~3 ~.~ 3 ~ 1 3 ~ ^ ~ ~ 3 ~ '~ ~ ~ a 4i ;.. ~ ~ v ' ~ C ~ N ~ ~• fl C W d d IV O MCI ]/ ~ N O ~ ~ o rrC 111 ~ ~ ~ G 77 ~ OND o ~ ~ ~ 0 N O ~ O r 3 N p j -0 0 Cs ~ a ~ a ~ n ~ ~ ` C` N l V ~ ~ I O O O ~ n N ~ a~ ~ O C 3;.Q • v ~ OOOa S 'Y a ~ N NO ~ ~ ~ ~ ~ ~C N w < ~ 9 ~ 1 _ Q M d ~ 3 0~ C ~ ~ .. N ccnz ~ ~ ~ o. ' I o ~ ~ ~ a N C =~ N~ O7 d a ~ ~ ~ y ~ C i A ? n ~ ~ K 7 fl. i _ A (? 7 .. ~ t m N ~ W ~ o,~ ~ ~z ° ~ o :~ z 3 m ~ N Z ~p ~ A ~ ~ Vt c a .. i i ~ x i fi H ~ A ~ I j I N V N I ' I A ti O Oq A tO ~ N ~ a , Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PE,QMIT) Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. 'ermit Holder's Name: City Village X Township Badlands Recreation, Inc. Hudson Townshi :ST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic r„ l '~`~ S~ U d Dosing ~~ ~~~ Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. ~ Vent to Air Inta}ce ~ ROAD Septic ' ` „ ( ~ ~ ~ r Dosing g~- d Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Li Friction Loss System Head TDH Ft Forcemain Le t Dia. 2• p Dist. to Well' 3 ~ i SOIL ABSOR TION SYSTEM I ~, ~ ..Dn s i~ county: St. Croix Sanitary Permit No: 453231 0 State Plan ID No: Parcel Tax No: 020-1071-60-000 Section/Town/Range/Map No: 26.29.19.281 ELEVATION DATA ST~TIp~I ~ ~S ~ HI FS ES,E3 s Benchmar ~,~ 2.~ 9~,3 ~- ~sln Alt._ M _ $ T'. -mil 9r v Bldg. S wer ~ U t Inlet 'a. t ~ 8 SUHt Outlet ~/ ~~' Dt Bottom 15.2 g3- ~ a Heade an. 2 a ~ ~, • ~ - v Dist. Pipe e~~, ~p /~' O Bot. System r Final Grade ~-- --~ih~s ~ - ~ 9z. S S$ Cove , !~ , 7.3 . o ~/ t!~ p 1• ~ t b ~• i 1/ ~ BEDITRENCH Width ~ Length No. Of Tre es PIT DIMENSIONS . No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 8` J SETBACK SYSTEM TO P!L BLDG WELL LAKE/STREA LEACHING Manu urer: r> , I ~ INFORMATION CHAMB G , ~ Type f System: > ~~~ ~ i ~ / NIT Model Number: ~~. DISTRIBUTION SYSTEM Header/N~anifold f ~ ~ Distribution / ~ Pipe(s) x Hole Size x Hole Spacing Vent to Air intake Length Dia Length ~ Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over ~ Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center ~ Bed/Trench Edges Topsoil Ye No _ Yes ' 1 No !!r COMMENTS: (Include code discrepencies, persons present, etc.) In pection,#9:~~/ 2~/ ~ ~ I Ir~spe5tion #2: / / Location: 772 Kinney Roa~d~Hu~,dfson, WI 54016 (SE 1/4 NE 1/4 26 T N R"18 m t Inds Lot arcel No: 2(6./29.19.281 1.) Alt BM Description = ~ 1 '~ ~~ ~ ~ ~ ~ ~ ~ ~•~ ~ ~~ 7 /~ G~~~ 2.) Bldg sewer length =2) ' (~~ Vl ~ Z 7 • ~3 ~ ~O • ~d' ~ I 3~ /ll.f>~. -amount of cover = .Z f~ ti ~~ / ~ ~"' ~~ ~ 3 ~~ 1 • 1 '~ ` y. ~ ,`~ ,~ $• q • 3~ ~~ -_ _ _ _- ---1 Plan revision Required? ~] Yes No ~~ ~ ~ ~ ~p ~~ Use other side for additional information. C~__~L.__~~~~ _ _ ~~i~!'^-~------~ Date Insepctors Signat re Cert. No. SBD-6710 (R.3/97) Safety and Buildings Division Coun y ` ~ ~ 201 W. Washington Ave., P.O. Box 7162 ,SCOns,~ Madison, WI 53707• - 7162 Sanitary Permit Number (to be filled in by Co.) De artment of Commerce (~8) 266-3151 3 Z 3 ~ _ Sanitary Permit Application State Ian I.D. Numbe(~j~pp 9 9 43 ~ In accord with Cornm 83.21, Wis. Adm. Code, personal information y vide .S) ~ may be used for secondary purposes Privacy Law, s15.04( m) Project Address (if different than mailing address) I. Application Information -Please Print All Information ,~,~N /~ ` ~ ' ` Pr rty Owner's Na me _ ' ~ Parcel p Lot per Block X / a ~ / ~ a7z0 oq. - roo = eon C. ?~''I --, Property O is M aili Address roperty Location 7~ c~c,,.cL `~~Y 1 $ 2004 'b ~' S i City, t Zi Code Ph b N , A, ect on ~_ ~~ p one er um ~Ul'~;`;. ~ ;~lli`~ ~ ~ ~ . ~ ` (circle ~~ ~ ~ II T f N; R E ot . ype o Building (check all that apply) _ ^ 1 or 2 Family Dwelling -Number of Bedrooms Subdivision Name CSM Number .Public/Commercial Describe Use ~ _~ .~e-~~ ._ 'toL fate Owned -Describe Use o - 1w~C Or FlM ~~ I_]City l )Village Township of III. Type of Permit: (Check only one ox on t~l'ne~. Complete line B if applicable A' ~ New S stem y ^ Replacement System ^ TreatmenUHolding Tank Replacement Only ^ t~lier Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner N. T of POWTS S stem: (Check all that a 1) X Non -Pressurized in-Ground ^ Mound > 24 in. of suitable soil l~ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sat-d Filter ^ Recirculating Synthetic Media Fil caching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) . Dis rsal/Treat nt rmation: iltn Flow ( sign Sot , lication Rate(gpdsf) "~ 2Q Dispersal Area Required (sf) 3a~s S Dispersal Area Pro sed (sf) 3y ~ System Elevation • 22 _~a - 8 - (~ 3a ~ o,c~ Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units ~/ ., 1 ^ ~ ~ ~+ ,c~~ Concrete Constructed Glass w N E i i _I T.~-+t• '1'~ e x st ng Tanks Tanks Septic or Holding Tank / Aerobic Treatment Unit Dosing Chamber ~~ VII. Responsibility Statement- I, the undersigned, assume responfiibility for installation of the POWTS shown on the attached plans. Plumber's (Print) `l; Pfum 's Si re MP/MPRS Number Business Phone Number ' ' ~ ~ a o ~ ~d ~ b~ 9a~r~ Plumber's Addre ss (Street, City, State, Zip ) /n 7v ~S~11 ~ ~~v/ VIII. Count /De ent Use Onl Approved ^ Disapproved Saritary Permit Fee (includes Groundwater Surchar F Date Issued Is ing ent Signature ( Stamps) ^ Owner Given Reason for Denial ge ee) ~~ ~ z ~ ~ IX. Conditions A rov aI 3~ ~~ a.. ~,~~- ~[ S {o SYSTEM OWN R: ~ ~ ~ '`'`~J 1 Septic tank, effluent filter and _ dispersal cell must all be serviced I maintained ~' "'~ ~-~~- t ~' S ~~ i ~- ~ as per management plan provided by plumber. ~y, ~ All setback requirements must be maintained ~ t ~ S 2 . °~ Y~~ ~ -+~Q ~,~ ~ as per applicable code/Ordinances. ~ - -~ Qcc,o+ , ...__. _ SBD-6398 (R. Ol /03) w•••r~•~ v~~+ tw uro ~.ouoq omy/ wr [ne system on paper no[ less than 61/L x l l Inches rn size ~- -05-2004 11:46 AM A.C.E. Soil & Site E~al 715 248 7764 P. 02 r..~..-..,. -- a~rsaw+ 6 /i ~ no Scab ':Tea oF_~1 ~ ~p,Siru~. pp.m' ~ ~ ~, quo ~ r~ /S,Z' :Zoe ~ sro~,~ ; ~ ~ f ' ~~ r ~~ ~ ~~ .• ~ ~ ~ ~,~ ~ ~ ~ ~ } ~ ~`i J ; ~~ ~ ~ ~ ~ ~ . , • ' 62 ~ off' Sic I ~ ~~ kEil,~ys E"ItY. ~. S,3s • ~ ~r~ ~1 `. ~ ~~•Q. .. L~ rJ . ~ ~fl ~"`~ ', / 1~ f c~ 5 $ ~ ~-' ~~ ~~~ I ~~ .' o' aN,% .of~ ~F~ Qty: x/77/ ~, ~/tY~iL~%On N sC4~L~ ~ t ,~. ~Q// /off C:ntS > 3~ F/o~ a /a/a~1 SysE~^i arfA. } "~. S!0 P / G ~' /CrC Maim ~ Afa~1+ti,~ a~se~61Y . Sic head4.r dabs: ( aL~ r--Exlsfin W~ c~' ~ ~.ac,.~~ ~ ads ~° ~ . ~,,. ~.or/..ids ' Q~.~ ~~~' N` w~~~cpgstd ad, keccs~ ~ r~s b~~ 1 °' 2 Z~ ~~ b~°' Pro~oar~d c.~FGf+~/ ~ct~~ wSAQO~~°'~ ~';I~ ~ erraE'/L~6, ,~ /f (~~~ ~3 ;( ~ ~~ ~ ~% aysE~ ~~ ~ , 5 ~ ~ ~, '~ ti ~ , .,,,,, ~ r t ~ t ~ 9~' ~A~ pj.,opessd ul ttxr~ ~~ 3~ ~"'LCa'' pk,hpck*"'~i~' ~or glr>,arna~c o~'Sccr{ece,,,~,~fere~~d awA~r f'raw+ ~ yS tc,,, ar'est. C0~'''~ (~,2af9 commerce.wi.gov isconsin 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 Jim Doyle, Governor Cory L. Nettles, Secretary May O5, 2004 CUST ID No.222904 JAMES W BOUMEESTER BOUMEESTER & SONS EXCAVATING INC 1070 HWY 3s N HUDSON WI s4016 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI s4016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/05/2006 SITE: Badlands Recreation Inc 7s7 Badlands Road Town of Hudson, s4016 St Croix County SEl/4, NE1/4, S26, T29N, R19W Identification Numbers Transaction ID No. 994352 Site ID No. 682691 Please refer to both identification numbers, above, in all corres ondence with the a enc . FOR: Description: Commercial (Outdoor Rec. Facility) Non-pressurized In-ground System Object Type: POWTS Component Manual Regulated Object ID No.: 9sss36 Maintenance required; 1,s02 GPD Flow rate; l is in Soil minimum depth to limiting factor from original grade; System(s): In-ground POWTS Component Manual, SBD-1070s-P (N.O1/O1); Biofilter 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. COnG No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.14s.06, stats. ~ The followsng conditions shall be met during construction or installation and prior to occupancy or use: FP~RTME~ OF~, General Approval Requirements: ~,? ySEE CORI • This system is to be constructed and located in accordance with the enclosed approved plans and with the "In- ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-1070s-P (N.O1/O1). • The leaching chambers must be installed in accordance with the manufacturer's printed instructions, the plan approval and Comm 83, Wis. Adm. Code system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • The observation tubes shall be located at opposite ends of the distribution cell, and 1/s to 1/10 the length of the distribution cell measured from the end of the cell. • Access to the filter for cleaning must be provided per Comm 84.2s (7) and (8),Wis. Adm. Code product approval conditions. • 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. JAMES W BOUMEESTER Page 2 5/5/04 • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83 22(7) A copy of the approved plans specifications and this letter shall be on-site durine construction and open to inspection by authorized representatives of the Department which may include local inspectors. • NOTE: This plan has been reviewed as a Outdoor Sports Facility without a kitchen. If a kitchen is added to this structure at a later date, the existing POWTS may need to be modified to accommodate the additional wastewater flow or contaminant load, or both. However, if documentation is available to verify that the existing POWTS is sufficient to accommodate the modification in wastewater flow or contaminate load or both these will not be required. See Comm 83.25(c) and (d), Wis. Adm. Code. Owner Responsibilities: • 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). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ~~~ X~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cb ratz@comme rce. state.wi.us Fee Required $ 225.00 Fee Received $ 225.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 ~~~C s~ 9p~ F~~ ~ ,~, ~~ NON-RESIDENTIAL CONVENTIONAL SYSTEM DES ~ ~00~ ND TITLE SHEET ~oy INDEX A trOjj~ Project: Badlands Recreation, INC., Snow Tubing -Warming House & Restroom Owner: Pat Kinn Address: 717 Badlands Road Hudson, WI 54016 Legal Description: SE1/4NE1/4, Sec. 26, T29N, R19W. Township: Hudson Subdivision Name: Na Parcel ID Number: 020-1071-60-000 Plan Transaction Number: Index and title sheet Site Plan System design calculations Pump Chamber calculations Pump Chamber cross section Pump Curve System Cross section System Management Plan Attached soil evaluation report Designer: Jimmy Boumeester Signature: Date: April , 2004 __ County: St.Croix Lot No.: Na Page 1 Page 2 )tllt~ry Page 3 ~~ Page 4 Page 5 "~ ~QNIMERCE Page 6 ~~1NGS Page 7 _ ~~--~ Page 8 '~'ONDENC Page 9 License Number: 222904 Phone No.: (715) 386-9020 MAY-05-2004 11:46 AM A_C.E. Soil & Site E~al 715 248 7764 a,rssw+ 6 /i ~ no Sca~~~ ~Y /'! ~.. uatN / (!ASi vt~e . ~ ' , ~, o Sbccf 1 o, o, ~ ~~ A~' ~loer~ i~- GcEil,~y3 f „1~ ,~ \ ~ ,~ ~, 7 Y ° i ~~~ • ~,~ ~ ~ ~ `as .o~~ ~! P. 02 I?t~: x/77/ ~' ~, ~/~ylot~rOn ~(,b.,de ~Pce~ca~'~,~ ~f_~Ql/ /off L:neS 7 3c~7 ~Ye.n a /a/a~Esl SysEg-~^i a/iA. >• ",Ssl.. yo ~ J, G ~r+tre pta-:rt +~ irfa~ f+f.~ as~se+~c61Y. See h~ad.,~.1~~6a:( ~~• rE~~S~inq We 1l ,. t/ 3D's ~~° -- -'y ~.d/..~~ ~i~ ~ - ArC/+QQ S~ d ad' warne.T KoccS~ i ,~ (a~,~ ~ ~' 3 ~ ~ ~,. ~ < < sYsEgn7°i~ ,, ~ i 62 ~ ~' ~ '~ t 1 •`~ 1 ` ~ -~ ~~ t ~ ~ ~ ~ ~~ M ~ ~ ~ 9~' ~~, ~~ ' p}~epesaatu9ttserC.~e. o , u,fp 3ado ~a+ -~- ' oN % pk,,gp ci~,o.n i~ :' , ~'o+^ afna~na~C o+['Sccr{eGf c~o~eieyt~'mr-ol Q~A~, fro,,,,,, sYs{e.~ arese. a 1 ~' ~ 0 ~~ ~'' P ~~ ac~~ 7- ~ ~p ~Qtb1~~ 5 _r~r k~ QjP' ProQoa~d cJttst/ ~e-~-~ta ~ C~ ~ ~f~ e.6 errf'/L~d. (~r.2 oC 9 System Design Calculations Badlands Recreation, INC. -Snow Tubing warming house &restroom facility JOB DESCRIPTION: Existing Snow Tubing recreation business proposes to erect a new warming house with restroom facilities to accommodate 400 guests per day, four (4) employees and 2 floor drains. ARS(~RPTTnN AREA ST7.TNG• 1. Design wastewater flow: ? 532___O~Qn~d (1,502.00 gpd EWF)(150% conversion factor) = 2,253.00 gpd DWF (4 employees all shifts) (13 gal. /employee) = 52.00 gpd (400 patrons/day @ 3.5 gal./patron/day)= 1,400.00 gpd (2 floor drains) (25 gal. /drain) = 50_ ~0 ~ i Estimated wastewater flow = 1,502.00 gpd 2. Existing grade elevation: 92 97' at R-3 to 95 RT at R-2 3. Depth to limiting factor: >123„ at B-2 (elev. = 85.62') 4. Proposed system elevations: X4510_ 5. Infiltrative capacity of soil at or within 36" of system elevation = ~ 7 /sn ft 6. Absorption area required: 3,~ 1 R 5R cg ft 2,253.00 gpd DWF/ 0.7 gpd = 3,218.58 sq. ft. absorption area required Standard 11" Bio-Diffuser EISA per chamber = 31.10 sq.ft. 3,218.58 sq. ft. / 31.10 = 103.50 chambers required 7. Absorption area proposed: ~,~'14 40 sn ft 104 chambers X 31.10 sq. ft. per chamber =3,734 40 c = Ft Number of trenches R n 1'i infiltrator nnitc each = 104 nnitc total trench width (A) 3.45L' trench length (B) $_12~ SF.PTTC' TANK CAPA(''TTY• 1. Design wastewater flow = 1,502.00 gpd @ 150% = 2,253.00 gpd 2,253.00 gpd / 75 gpd = 30.04 gpd person equivalency 2. Minimum required capacity: 4,'i55 50 CTallonc (2,253.00) + (11.61 x 2* x 30.04) + (46.77 x 30.04) *(Requires a two year maintenance cycle) 3. Proposed Capacity & Manufacturer: Wi .c .r Con .r .t . W5,000~ gal_antic tank E~TTAT.T7,Rn RFFT.TTFNT DTSTRTRTTTTnN: Distribution manifold and header to be constructed to equally distribute effluent to all trenches. Pg. 3 of 9 Badland Recreation, INC. -Snow Tubing Dose Conventional Pump Chamber Calculations Force Main: Diameter 2" Length 5 0' Flow rate 70.00 alg /min• Friction loss 4.66 ft. (50')(9.31ft./100ft.) = 4.655ft. 2. Total dynamic head: Min. supply pressure 0.00' Vertical lift 7.00' friction loss 4.66' Total dynamic head = 11.66' 3. Pump selection: Manufacturer: Zoeller Model number: 137 Pump will discharge approx. 75.0 gpm @ 11.66' TDH 4. Dose chamber: Manufacturer & capacity: Wieser WLP3000 liquid depth: 43 00" ~ 69 77 gal !inch (3000.11 gal. actual) Sizing: A) One day holding capacity: 22.50" = 1,569.70 gal. B) Alarm setting: 2.00" = 139.54 gal. C) Dose volume + flow back: 6.50" = 453.63 gal. (2,253.OOga1.)(20%besign flow) +(.164)(50') = 458.80 gal. Max. dose D) Reserve storage: 12.00" = 837.24 gal. TOTAL 43.0" = 3000.11 gal. Pg. 4 of 9 Dose Tank Information Electrical as per NEC 300 and -~ Comm 16.28 WAC -_ ~ Disconnect Tank component is properly vented Wieser WLP3000 Capacit 3000.11 Volume 69.77 Manufacturer Gallons gal/inch Dimension Inches Gallons A 22.50 1569.70 B 2.00 139.54 C D Total 6.50 12.00 43.00 453.63 837.24 3000.11 3" Alarm Manuafacturer LevelArm Alarm Model Number DLV Pump Manufacturer Zoeller Pump Model Number 137 ~- A B C D tank. ng Pump Must Deliver 32.95 gpm at 11.77 ft TDH Project: Badlands Recreation -Snow Tubing Warming House Locking cover with warning label and locking device and sealed watertight 4 in. min. ~_ ~- Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P~ ump off elevation (ft) 85.25 Do• se tank elevation (ft) 84.25 Pg. 5 Of 9 HE AD CA PACITY CU RV E EFF LUE NT MODE LS 3 '40 I r 4z D CAUTION ~4odet 1 I 13s I ~ ~ nol be subject d to less tha 4o IJO I ~ e 125 I 38 20 36 115 191 Js 110 1 105 32 ~ 100 I I I 30 95 1 2B 90 IB6 . 26 g5 41 86 I 90 24 75 165. 016 g 22 70 _ 20 65 3 0 I 60 16J • 18 -- 4163 IB9 j 55 , 4189 0 6 50 1+-y a5 ~ 12 ~ °0 I 140, 188. J5 4140 4188 10~ 30 I 137 185, e y 25 4185 10 6 ~ IS ~~. ~~ 4 ' 1Q ~ ~. 2 5 161, 4161 0 1 53. 57 ~ 9 U. S. CA~ ~ONS 1 0 20 30 a0 50 60 70 BO 90 10 0 I1 0 12 0 1J 0 14 0 15 0 16 0 uTER3 i 80 1 60 2 40 320 400 4g0 560 64 0 85/4185 shown n 30 feet TDH 0 ELO1' PEER MINUTE 7~7 ~' //~_ ~V.S ~(J~/17 'SK/~i~I S/ ~~~09922M 101A1 DYNAMIC HEAD/CAPACITY PER MINUTE fFFEUENi ANO DEWAiERING Mooe~ ~ 5}/57 98 1}7 140/4140 161 /a161 16S/a163 165/4165 185/4185 186/4186 188/4188 189/4189 ! 19' Melers Gal LVS. Gol. Urs. Gol. L«s. Gal. ltrs. Got. Lvs. G01. llrs. Gal. lVS. Col. Llrs. Cal. llrs. Gal. Llrs. Gal. I Urs Ga .-z l 5 , '~.5 +} 16S 77 27} 93 352 91 344 100 )79 61 231 61 231 58 220 145 549 145. 549 ~. _ ).t ~ 34 129 61 p}1 79 299 84 }18 9} }52 61 2}I 61 2}1 ~ 58 + 220 140 530 140 530 :5 . Ig 72 45 170 64 242 76 288 85 }22 60 227 61 2}I 58 220 134 507 IJS ' SIt '. <5 1'0 - c.1 , 25 95 S6 1}6 68 257 79 299 59 223 60 217 58 220 128 484 t}1 s96 '~ +5 ~ • - i 8 }0 59 22S 70 265 57 216 59 12S 58 220 122 a62 _ 125 ~. 47} a; ' =1 49 185 62 215 SS 206 58 220 85 }p2 58 220 116 4}g '120 454 45 21 79 45 1)0 46 172 55 206 70 165 58 220 104 }g4 109 , at} ', 45~- 115.2 I 20 16 33 125 50 189 51 193 58 220 90 }41 97 }67 j 45 II vo • - !fil - ~ 15 57 39 148 32 t2t 58 120 71 269 85 ; }11 I 45 ; 17~ ' ~ ~ 2S 87 9 }4 52 197 51 19} 69 I 261 i 45 :70 '~ 2a.4 I 10 38 45 170 18 106 51 1 193 ! 45 i 170 274 I I }1 117 2 8 34 129 '.. +5 ~'~ '. i0 ~' 3G 5 16 60 !7 6< ' '. 2C ~ }E.6 I 20 - ' }96 ~ 1 .. }C _ ., vane 19 3 11 (5.9m) 2} I1. (7m) 26 IL (7.9m) 46 It. (l4m) 56 Il. (V Im) 66 II (20 1m) 86.5 I1. (26.4 m) 7} IL Q2 3m) 114 IL (}4 7m) 91 It. (27.7m) 110 II (}J Sm) I }7 11 (<'~ brr1; S P/YIA „~ / MEMBER ,o"`s 4 SUUo 4N0 SFw~Gf P g. 6 o f au4w uFRS 455x. ~13~.~ © Copyright 1998 Zoeller Co. All rights reserved MAY-05-2004 11:47 AM A.C.E. Soil_& Site E~al. ~., .~ .~ ...~ .~ r ..~ .r .~ .a ~ ~ ~ ^. ~ ...~ ~, ,~ O ~ O1] ;r1 ~ .~ •rt ..a y -~-~ a 0 ~ C .'-~ O U '''' y ~. ~ J a. -+ G :._n H 715 248 7764 P.03 n~, ~ PI ~ i O 'G7 ?~ ~D ~Ol H cA <+'1 .G ~ t y y' Y 1 1) i I I U z Conventional Septic System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General The com~entional septic system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall be maintained in accordance with component manual SBD-10567-P (R.6/99). All local and/or state rules pertaining to system maintenance and maintenance reporting shall be complied with. Septic Tank The operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment. maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated. Septic tank manholes risers, access risers, and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective. or subject to failure must be replaced. Exposed access openings greater than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank abandonment shall be in accordance with Comm83.33. Wis. Adm. Code when the tank is no longer used as a POWTS component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Soil Absorption Cell Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for vegetative maintenance) over the system is not recommended. Soil compaction may hinder aeration of the infiltrative surface «ithin the system and will promote frost penetration during cold weather months. Cold weather installations (October- February) dictate that the system be heavily mulched for frost protection. Influent quality into the system may not exceed 220mg/L BODS, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for the installation. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to tl~e owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Contin~encv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the s<•stem in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by removing biologically clogged adsorption and dispersal media and replacing said components as deemed necessary or by installing a new soil absorption cell to bring the system into proper operating condition. Questions on the operation or maintenance of the system should be directed to installing plumber, Jim Boumeester at (71 ~ ) 386-9020, or the St. Croix County Zoning Department. Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must include. but not limited to: vertical and horizontal reference point (BM), direction and ----- percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel LD. Please print all information. Reviewed By Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)) Property Owner Property Location 1771 Page _ 1 _of A.C.E. Soil & Site Evaluations St. Crolx Date Badlands Recreation, INC. -Pat Kinney Govt. Lot SE 1/4 NE 1/4 S 2fi T 29 N R t`~ W ----- Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 757 Badlands Road na T na Na City State Zip Code Phone Number City Village / Town Nearest Road Hudson ~ WI 54016 ~ 715-381-1541 Hudson Kinney Road / New Construction Use: Residential /Number of bedrooms _ ___ Code derived design flow rate 2253 GPD Replacement / Public or commercial -Describe: Watzrlin$house & restroom facility Parent material Glacial outwash Flood plain elevation, if applicable _ _ na General comments and recommendations : Install eight trenches at elevation 90.00' using 1 04 leaching chambers. ^ Boring # Boring ~ 119° i R t i / Pit --- - Ground Surface elev. _94.70_ ft. Depth to _- - --_ n. limiting factor .- a e cation Soil Appl Honzon ~ Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ~__._- GPD/ft'--__ 1 'Eff#2 'E m , Munsell Du. Sz. Cont. Color Gr. Sz. Sh. ff# 1 I 0-12 ~I 10yr3/2 none sl 2msbk mfr as 2fm 0.6 1.0 __ - i- _ +._ 2 i 12 28 ! - 10yr3/4 - none _ _ - - Is --- - 1 msbk - mvfr - cs 1fm ~-- -- 0 7 - --- - 1.6 3 28 43 7 5yr4/4 none Is 1 msbk mvfr cw 1 of f 0.7 1.6 4 r 43 54 ~I 10yr4/4 none Is 1 msbk mvfr cw 1 of f -1 0 7 1.6 T- 5 154-72 - 7.5yr4/4 ~ none Is 1 msbk mvfr cw - ~ 0.7 1.6 6 72 90 i, 10yr4/4 none Is 1 msbk mvfr cw - + ~ 0 7 1.6 + __ _ -I-- --- - ---- -- --- ----------- ---- - ------- - ----- ----- ~ 190-119 I 7 10yr5/4 none Is 1 msbk mvfr - I - 0.7 1.6 ^ Boring # Boring ?123° i i R t li / Pit Ground Surface elev. 95.87 ft . Depth to limiting factor ___ ___ e on a n. Soil App cat Horizon 'I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots I_ G PD/ft? _ _ ____ ' in Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'Eff#1 Eff#2 1 I, 0-7 ~ 10yr3/3 none sl fill na na na na na na 2 I 7-15 ~ 7.5yr4/6 none Is 0 sg ml ! gs - ; 0.7 1.6 3 1 10 r5/6 1582 ! Y none I s 0 s 9 ~ ml gw '~~ ®.7 1.6 -- - -- -- - -- ------- -- _ --_ --- ----- - '.---- - ----~.__--- , -~ ___ 4 10 r6/4 ~ 82-123 I y none ~ s ~ 0 s 9 ml 0.7 1.6 + --- - - __ - --------- -- ) -- _ __ --- _ ~ - -- - - -+-- ----- - _ - - - i I - -- -- ~-- --- - - ----. - _ - _- -- - - _ ~ j- --- - -_ _ _- ,--- ---- _ - - t - ---- _-- - . _ - - --- -- - -- - - -- ---- I -__ _ . Effluent #1 = BOD ~ 30 <_ 220 m Land TSS >30 ~ 150 mg/L 'Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L SST Name (Please Print) Si~'ature: CST Number James K. Thompson ~ ~~-` /~~ ~ ~`_' ''~~ 3602 - --- s - -- --- - - _ _ _ _ _ _ _ - - - 4ddress A.C E. Soil & Site Evaluatio~ns~ Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 3/25/2004 715-248-7767 Property Owner Badlands Recreation, INC_- Pat parcel ID # __ - __- I I Boring # Boring / Pit Ground Surface elev. __- 92.97 _ _ ft. Depth to limiting factor > 115° in. Page _ Z__of _ 3_ _ Soil Application Rate Horizon Depth in. Dominant Color i Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr Sz. Sh. Consistence Boundary Roots ~___ GP~lfl? - _ __ _ - `Eff#1 `Eff#2 _ 1 - 0-22- - 10yr3/3 --- --- none. _- _ sl fill- - -- ~a___- _ na -_ -na - - na _; na- ~ na -_ -f -- 2 122-30 7.5yr4/6 none Is 0 sg ml gs __ j - 0.7 i 1.6 _ -- 3 ! 30-43 ~ 10yr5/6 none s 0 sg ml gw - 1 0.7 i 1.6 I -- - fi - -- --- --- --- --- ---- --+ _._ rt -- --- 43-115 4 10yr6/4 none s 0 sg ml 1.6 ~ +- - --- -- - --- -- --- -- -- -- ---- ~.- - L _----- - --- -- r -_ _ - - Boring # Boring - - Pd Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in , Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots , C~PD/ft?__ _ _ -_ ', `Eff#1 'Eff#2 j fi ------ i - j - .__._ ---- ------ - - i - - ~ - --- --- - ' ~ --- ---t----- - j I -_-_ ___ ~ - _ ----- f i -- --~ -- --- -- - --- i ~- - t-- -_ --- Boring # Boring - --- - Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f1'____- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 li _ __--- ------1 ----- ------ ----- - - ~ ------ i ---- ---- - - - - - i-- --- - - -~ - ------- ------ - --- - -- --- - - -- - -- - _ --- -- 1 --- - -- ~ _ -_ _ _ -- I I I ----- -I- - - -- - I ---- ----- - ~ - --_ _ -- - -- -- ------- - - ---~ - ~ -- --- --- --- ------- i ---- - ---- -- -- - I Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If"you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or T"f Y 608-264-8777. 4 ~r • E/eda~%On Sca/e: ~ ~' ~O' i~llo~e: Q// /off ~inCS > 3~~~'rom e /alua-~ Sy3E~~n areQ. QAhc..l, w\o.rK: To e ~..9e1 / psi viq . ssc~~ eke: = ~do•ca' ~i ~• b y,•t. To,o of Stcc l ~'loorl~q i~J GcEa7,~ys / S~ ;Z o, ,- dr .. ~~ EXiSfsnq cue 11 ass ~° ~ mad /an c1s Road ~ U ,--- f ~ ~ i ~~ ~' - ~ proposed o, ~ ~ 8~csfr~ sU, i ~~ ^ ~ pro l ~~ ~~~ r~ ~~ayy \~ ~(Q.~ ~ 4 ~~ '~ ~ ~ ~~ ~ ~ ~ I ', ~ ~ r i ~ ~ ~.~d vp% 9~0 ~c~ ,, o, a~% ~ .5k1 ~`°~ S Q°°-d ~~+~ ~a~a ~a Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT ~n ~rrnrrlonro ueiFh f :nmm Rri Wic Aflm r:(I[IP 1771 Page 1 of 3 A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'/ x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and north arrow, and location and distance to nearest road. scale or dimemsions percent slope Parcel I.D. ? 8,~~ ~ , , ~.~..,~.-._~.... .._._..~, ~O2..o -- . 10~ ! - o -crud Please print it int~n~'y ~ _ ~ t Reviewed By Date Personal irdormaiion you provide may be u fa secardary purposes (Privacy Law, s. 16.04 (1) {m)). Property Owner i°y ? a {} A ) (I Q ~. roperty Location Badlands Recreation, INC. -Pat Kin ey govt. Lot SE 1/4 NE 1/4 S 26 T 29 N R 19 W Property Owners Mailing Address t # Block # Subd. Name or CSM# 757 Badlands Road _ __ na na Na City State Zip Code Phone Number City Village / Town Nearest Road Hudson ~ WI 54016 715-381-1541 Hudson Kinney Road ~qo.o / ~( c ~•' / / New Construction lJse: Residential /Number of bedrooms Code derived design flow rate 2253 GPD Replacement / Public or commercial - Describe: Warming house & restroom facility Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommendations : Install eight trenches at elevation 90.00' usin g 104 leaching chambers. ^ Boring # Boring >119" i i i R / Pit Ground Surface elev. 94.70 ft . Depth to n. limiting factor on Soil Appl cat ate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft~ * in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 Eff#2 1 0-12 10yr3/2 none sl 2msbk mfr as 2fm 0.6 1.0 2 12-28 10yr3/4 none Is 1msbk mvfr cs 1fm 0.7 1.6 3 28-43 7.5yr4/4 none Is 1msbk mvfr cw 1vf,f 0.7 1.6 4 43-54 10yr4/4 none Is 1msbk mvfr cw 1vf,f 0.7 1.6 5 54-72 7.5yr4/4 none Is 1 msbk mvfr cw - 0.7 1.6 ~~ 6 72-90 10yr4/4 none Is 1 msbk mvfr cw - 0.7 1.6 7 90-119 10yr5/4 none Is 1 msbk mvfr - - 0.7 1.6 ^ Boring # Boring Depth to limiting factor ' 123° in. Soil Application Rate / Pit Ground Surface elev. 95.87 ft. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GP *Eff#1 D/ftz 'Eff#2 1 0-7 10yr3/3 none sl fig, na na na na na na 2 7-15 7.5yr4/6 none Is 0 sg ml gs - 0.7 1.6 15-82 10yr5/6 none s 0 sg ml gw - 0.7 1.6 4 82-123 10yr6/4 none s 0 sg ml - - 0.7 1.6 -- * Effluent #1 = BOD ~ 30 <_ 220 m and TSS >30 150 mg/L * Effluent #2 = BODS< 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si ature: - m CST Number James K. Thompson ~ ~ ~` \ `° - ~`~~'~~~ 3602 Address A.C.E. Soil & Site Evaluatio Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 3/25/2004 715-248-7767 Property Ovmer Badlands Recreation, INC. -Pat Parcel ID # 3Z~ ~¢~'~ Page 2 of 3 Boring # Boring ` / Pit Ground Surtace elev. 92.97 ft. Depth to limiting factor > 115" in. Soil Application Rate i H th D D i t C l Redox Descri tion Texture Structure Consistence Boundary Roots GPD/ft2 or zon ep in. om nan or o Munsell p Qu. Sz. Cont. Color Gr. Sz. 5h. *Eff#1 *Eff#2 1 0-22 10yr3/3 none sl fill , na na na na na na 2 22-30 7.5yr4/6 none Is 0 sg ml gs - 0.7 1.6 3 30-43 10yr5/6 none s 0 sg ml gw - 0.7 1.6 4 43-115 10yr6/4 none s 0 sg ml - - 0.7 1.6 ^ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Raie Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots PD *Eff#1 *Eff#2 ^ Boring # Boring Pit Ground Surtace elev. ft. Depth to limiting factor in. Soil Application Rate H i De th Dominant Color Redox Descri tion Texture Structure Consistence Boundary Roots or zon p in. Munsell p Qu. Sz. Coni. Color Gr. Sz. Sh. *Eff#1 `Eff#2 * Effluent #1 = BOD ~ 30 < 220 mg/L and TSS >30 < 150 mglL * Effluent #2 = BODS < 30 mglL and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. ff 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. f ~JAnc.,l, Wlo-~K~ ToA aF ~ ssu.,r~J ekv. _ ~do•cn E' loon~q i ~f 6c. E~7, ~y s Elm =. yS, 3S ' Shope i•' \~. /~ .~ 1 / eas; n~ EXiS~inq We If c 0 ~o,'f • E/C(~a~%On SC a/2: / ~- SAO ~ ~ Ba~~a-nds ~e/'ea~v+~~-~ i~/lo~e: Q// /off ~%ncS SysE~M areQ. 38s 60 ,bad /ands Rood ~ U ~-°- ~~ ~ ~ ~ ~ ~' - , ~opo sed d, ~w__ ~~cs ~~XX}~~ ~ fr ya 6y2~t ~. ~j ~~^ ~~ ~~ ~0.~~pw ,, ~~^ ` 4i~4 a~ Je b2 . t\ , ~ ~,,~~- y acs ~_ \ a ~ i i `d~ i 4 ~~t` d5 `, ~ ~ ~ ~~ ~ ~ ~ ,~o ~ ~ ~ ~ 9.Zo ~~ ~~' ~c~ ,~ o' av:~ ray 3 ~~'3 Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In-Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWYS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- Table 1: System Design Specifications Sanitary Permit Number 3231 Design Fiow -Peak (gpd) (7 Estimated Flow -Average ( pd) 2 Z 53 Septic Tank Capacity ( al) ~ O y Soii Absorption Component Size (ftZ) ~ \ Type of Wastewater Domestic Table 2: Soii Absorption Component -Limits of Reliable Operation Septic Tank Component Soil Absorption Component Desi n Flow -Peak ( pd) ~ ~, ` U Maximum influent Particle Size (in) / 1/8 Maximum BODE (mg/L) a a ~ 220 Maximum TSS (mg/L) S 150 Table 3: Maintenance Schedule 2 years "e~~,,~,ac~Q Septic Tank Inspect and/or.~ervice once very years Outlet Filter Inspect once a year and clean at least once eve 3 ears Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the se nk and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filte shall be cleaned as necessary to ensure p_ rope~nPration. The filter cartridge shou d not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm~is activated continuously. intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. ~ ' Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upgn the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for enter-ng a conf/ned space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the Interior of the tank maybe difficult or Impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Comaonent The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance,: and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and .considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan fora Septic Tank and Soil Absorption Component Plantings ofdeep-rooted trees and shrubs directly over or within ten feet of the . component should be avoided since root intrusion into the component may obstruct wasiewater flow. When system fails, we will replace with another system at owner's expense. Alternate area must be left undisturbed. St Croix County Zoning Office 386-4680 Boumeester & Sons Excavating 386-9020 S'1' CItUIX CUUN'1'Y SI?1''I'IC: 'TANK MAINTL+NAIJCI? AGIti3l~MlsN'1' AND OWNL~ItSllll' CLRTIfICA'1'ION DORM Owncr/Buyer '~ ~° Mailin ~ ~ ~ 6 A~~r«. ~ ~ ~~s h~ ~l ~ mss ---~---- Property Address ~ ~ oZ, ..~ (Verification required from Planning Depert~ 1 for new cvnatruction City/State ~py~ ~~~ parcel Identification Number Q - O - p -Qp~ .2~ ~ ~~ / ~~~ ~ ) LPL DESCRLp'ritnty Property Location ,~j~ /.~ ~ ~,, Sec. ~.~2, 'I'~N-R~W, 'Town of p Subdivision ~~ ' Certlfled Survey Map # /~~ Volume Page # Warranty Deed # ~~(F,~ 3 ~ Volume -~~..y1~- page # ~"~ Spec house ^ yes ^ no Lot lines identi[iable O yes O nv .1 ~q~ ub asKl maintenanceof your septic system could result in its premsture failure to handle wastes. Proper mainleoanoe consist of puosplog out the septic tads every Wree yeah or sooner, if needed by a licensed pumper. Whst you put into the system mO ~Re~ ~ won of ~ septic fade o a treatment stage in We waste disposal system. The P'OPwh' owaer agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a osasterplumber,iourneypuapptumber~ ~~Q~plumber or a licawed pumper verifying that (i) the on-site wastewaterdispoaai srsNm b ~ P~ opentWg eondidon andJor (2)` ~ ,~m~eetlon and pumping (if necesssry), We septic tank is less drain iU3,j1Mi10[ sledge. Uwe fhe andersigned Gave read dre ahoy 4 ,sand agree to rwinbin the private sewage disposal s~~~~~~'F stas-dard~ set tbcd~ het+ein, u set by die Departrneat ux] the Department of Natural Resources, State of Wf~inOtntilicaeloe ~ ~ ~° ~ been nra must be co tared and relunned to the St. Croix Coun h ar exp date. ;~~,~~`''.~ - ~ tY ~i Ofgke wiWJn 30 S NA OF APP NT `-' ~ DA ~•,~:.. 1(~ t a s4 emenb one ,• are true to the best of my (our) knowledge. 1 (we) am (site) the owtrer(s) o[ ~° abovo~ by virtue of a,W~insnty deed recorded in Register o[ Ueeds OtYice. ATURB F APPLI ..'t' ' ~•~ ~~..L1.=_~ l- ,s:` . ~~ D~CTB Any information that is mis-rcpt )nay result in rho sanitary permit being revoked by rho Zoning DeQtutraenl. +••••• r ~;. it iaeluda Mth this applleallon; a eta ~ •`~~~~• . mped•tdtatrr~gq- deed from the Register of Deeds otiice a copy of die eertilled mrvey rnsp if -eference is nrsde in tl~e warranty deed Lot !! RIDER VALLEY ABSTRACT Fax: 715-386-7664 hlav 10 2004 16: A4 P. 02 i~ y PP ~ `tea ST,A,'fB B~ O vVX5~O~STN 1;0~ -999 KA H fiN H. M~ALSH `"~ T3ocument Number ~ ~ p~' ~'p REGIQTER QF D~ED~ . ST. CR©I}f GO. , 1iI and. ~&is Deed, ro,ade Grantoz, fox a valuable consider. ~e following descnbed real estate in (i~£ tnoXe space is needed, please attach See Att~hed Exhibit "A". This deed is gxved xn 1`dlGlLment of that cerl Qarties hereto dated December 20, 1978, YoL 588, Page 394, as Doc. No. 35463$. AND This deed is given fin i"ulPilhnent of that cerl parties hereto dated December 29,1997, x Vot. X255, Page 116, as Doc. No. 5'10492. A,~CATION RECEIVED FO}; REt:ORB 1 l / 18 f 2003 1®: 3~81~?t 1iAkRANTY tyEBD ~Yf ~ 3 REC FRE: 13, ®kI Tt1ANS FEE: Cr3PY FEE: CC FEE: PAGES: 2' Recording Arts Name and Return Address ~~ Bxccptions to warranties: Dated this ~ ~Y m Sigrlatrrxe(S) I auKhetrticated t#ris Grantor, Grantee. veys and warrants to Grantee County, state of Wisconsin ~~. Contract between the J~uauazy >l7, ~1,9?9, is L®nd Contract between the rded December 29, 1997, in kazcei ~deoti~op Num6es (Pll~ Thus is not homestead proQcrty (is) (is not) restrictions and ~g~its-off way of record, it any. .I '~3; t x State t~f U!f~sc nsin TTTITs: M,F~'HR 5TATB BAR Ok' wlSCO SIN (x# pot, authorized by $ 706.06, Wis. Stars.) THIS nvsTRUM~x wA5 Bx (Signatures uaay be atttheaticattd or aeiaotowiedged. oth are pot necossary.) Names of pexsops signing in aqv capacidy paust be d or prinfoct below tbeit WARRe?~1V'fY DFED . rti : '~ ... :...., ~•} .•„ ~~Y ~~~~~~' "1'. ' ~ ... < H ... :. .{. v... r.. L f ...I. .:T~::r ' 7`be Trost da/fed M~a~rch 18, 1994 f~`, . ~ . ACSNOW7.~G~1kT1T S'x'A,Tk' OP ~~ ) . ~ U~ t.,oupLy ) ss. PetsoAaUy came before me this day o1 Nove~upber , Z the above named The Finney Trust dated M,arcb-18 1994 by ~~ ~h~~ trustee to ma known to be the pe~tsom(s) who executed the !'oregoing last eqt sad aclmow ed the same. i ~ , . ~ l.l~~ti Notaxy Fubai fate of My Copwp~i~ is per:maveut. (If not, statt oxpiration date: ++ (- -ESA J Jafonaatioa Protesslonals Co„ ~alJd da x.ac; wi ;~ BOd655-2021 i f•; • .:.-.. .. ..i.. ... • .. i : -i:._~t i ~. ,c VALLEY ABSTRACT Fax:715-386-7664 SE'l of NE'/s of Section 26, Townsh parcel of land 1 S feet in width describ Bernard E. tGnney and Margaret O. k ~Maroh 18.1994 in Vol i2S5,13age 11 Also, A parcel of land located in part West. Tcawn of Hudson, St. Croix Cou comer of said Section 26; thence Npd feet #o the point qfi bsginnin~ thence ~ N89°b2'45°W aiong the Svuth line of 1 the S't. Groix County Register of deed N87°57'05"W, 469.45 feet; thence SO scud Section: thence S89°55'21'i~„ alc .... ......r ... .. .. .'~:, .. .. +n nnnn yr_.Ae p Il'J Mav 10 2004 16:44 P. 03 0~ 2 '~; 5.3~ P 3 3$ EX~LC$xx «~» • 29 North, Range 19 ~IYegt, St Crobc County, Wisconsin and a ;n a Warranty Dead:from Glenn Waxon end Vycelia M, WaXon to ey in Vol. 588, Page 392 EjCC~PT part to The Knney Trust dated Doc. No. 570491 • the NE ~/. of the NE t/ of Section 25, Township 29 North, Range 19 , Wisconsin, ft~rtheNdescribed es foilows: Commencing at the E'/ 1'42°W, along the E1st Ilne'of the NE % of said Section, 1331.00 ntlnul~g N00°01'42"Val, along said east line, fi99.88 feat; thence at parcel of land reCOtded and descriped in Vol. 817, Page X93 at Offioe, 701.22 feet; tY~ence S00°19'04'E 231.39 feet; thence ~°05'45'W, 485,48 fe~ to the North lit-e of the Sl^ %a of the NE'/ oaf ig said North Ifne 11 S •.23 feet to the polrrt of beginning. r.y_, . ~ •i. +.. i ~•. x r. _ , ;.d,, ~. ... _ . ,.. .: .. .. .. ,..::. ~t. ;. y ....y.~..~,.:..:, ...: r,.. ..... :... .... ,.: S. .! . ' 7 .. Y,Y~ . .'r .a... .f` 4v .:. F' ...... _.4.1~.. r .. ... r r.. 1 I ~ ~ ~ ~' N //~ z~ c I 994/8U 278 ~. c I ~ 141' ~~ I e3.34 ~, LOT i w ~ -~~(7~ M~ . NE //4 -" E //4 ~ ~ ~ 1260/343 I I P,~ pis ~/i~~. cow f~3/,~~ ~~ ~a6D/3~ 00 ~r a z~BA 1285/ 116 ~~l I i N m 1 of ;; V `~ \~' 143.71' ---- ---- I c ~. ~ ~ ~~ ~_ ~ ~F~- ~ ~ ~~ ~> '~ ~ ~ ~ .. ,___ ~` _, 2 SE l/4- NE l/4 ~ ~ ` ~~~ ' ~ 0 IM ~ ~ O N d' 2V / i r` t'. ~ << . O M I I ,, ~ 1j8'9 I 278 B 700' 278E ~_ T01.22