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HomeMy WebLinkAbout042-1043-30-000 (2) r ,ulan.•an Depannxm of ::uunmr.:e PRIVATE SEWAGE SYSTEM ..ovnty St. Croix Safety and long C.visar INSPECTION REPORT Saniury:,ermnNn GENERAL INFORMATION (ATTACH TO PLRNIR 1) state 11w ID No 6002 /2 Persona, iot.,l b-n you, woMe may oe used for . ,,dary purposex IPnvncy 1 nw s t 5 Oa t 1),mj) Pcrmn 11,4,11 1 Name C ty V llagn Townshp Parcel Ta, No Greg & 'Amy Bluhm TOWN OF WARREN 042-1043-30-000 CSI BM Elcv I.,, Hld Ebv OM hev-nPtinn sKnon•°owwRangc:Map No n /j ~a V, a 16.29.18.246F TANK INFORMATION ELEVATION DA A I YPL MANUFACTURLR CAPACLY STATION U5 HI FS ELEV Septic II ~ Benchmark was uy 14 "75 ayy _ Ll>e ~ e 11L 5.89 /O5. /00 Aeration 3 HIIkI Sewer Go~OO z ,{gib rr Holding SUN Inlet {2O ~ c1~ SZ TANK SETBACK INFORMATION SVHI Oullet 9 7. 9 $ . 3 TANK I O Pi A!AL 13LUG. Verr. W A IMA, qt )AD tr Intel ,3. 29 6.s~. /~a _ 12.(a 9 [;,/ippp s) Y+1 (p DI BnPA,r 15.~ 09. ~r nnsnx~ r IMudcr(N4m I Dom /B / 45 ~B SL Arrauon 4 0 orst. Pipe 0o l8 a5 V - 11cwIng Bol. Syslem PUMP/SIPHON INFORMATION rmalGmdt 79 15 1.1anul:x:Imcr 1 Demand R'. Corer ~ oai`. S CPM Go e/.P 91!0 ~7 %lode Number O[~, ~i T i,O X17 au `/,j 1DII lift-/Lg Friction LQss system l lc3 Z5~ n)II EI O --F Fnrccrmm~ Lcnt~ls i:.a.~, Usl to yYkll /6C SOIL ABSORPTION SYSTEM _ - i BEUITRENCH 'NCID Length No. OI Urnches PR DIMENSIONS No C11+ta In:ado c e L,pu,d nnnh DIMENSIONS SETBACK SYSTFM TO I'll BLDG YWLL _AKEISTREAM l FACHING Nanaracc,mr INFORMAPON 1y0e Systen CHA BIER OR N:we. Nurnlxr DISTRIBUTION SYSTEM Headev/.3amldd l)stcwu , I <1n,vuve Hole Spacirg Vent to AVM{ake / Pip,gsl S~t/JM': L Oa. nngh _ _ oin _ n gm _ u,a sw<,r,y / T 1 SOIL COVER x Pressure Systems Ony xx Mound Or AtGmde Systems Only Du:;ln over nopth Own. DnPth of xr fwedeN$:dded kl,N.hed Rnd•Tnncn Cnrler Rad/ .,.h Enges topsal - Yea No Yes N. COMMENTS: (Include code ciscrWricies. persons itesent. etc) Inspxadion s1 / I r Inspe<iwn 92. Location' 1123 100TH A01,,.~ 1.) AIt BM Uuscnplan = ' `v Z) Ntoj s rn length - arnoum of rover = Get 5~r /~.5 /~(w [.Ot+/ (r~/~~~ Plan revislor Required? Yes X Nn ~ ise other sWc bur admnoral rilcumatnnl. 117 a 0 17 / ,,itt- hscpctoiv^~ burn i~nrt Nc Lete s 7 tc tP anr) r r ST. CROfX COUNTY ZONI\G OFFICE CERTI -WATION SLATEME-NT FOR CTII_IZ-MON OF F\IS I7V'G SE.YTIC T,~LNh(S) T L_ s to tat ' ha v mspcc.eu t_r _ epti: a-3d )r Lank pres=43 sun-in<_> the i_ '107 I:1a h to :]p h. of m i:;lo l 2 . will no-SK, hz. a:n.-rtn+r.t r"C. _n 7 an: it ip sa.r l._ Most rtcen-. irate o' inSpt C:k: l oI .c7 b Did iii•tt p$~}: ozzur from abxo z4,)n t.:LIL no. se:p next r ppi0 C~ ate 'OIIln]% r)r 1: <_'AOMS 1"i ums Tarl: Capacln': I c la o ons_nlc:inn: rr jIll L Call ;0:0 / `.w_! Other IALanu?acru. er i l you t: i LI) wson! QS . - w A~ r F R nr~~ H V- "E Z-7 71 B i Datc i F ='11" r ~ :i. o._i u h L j :r, --h a and v. 1 0 . 1>. ,r.' 1:'. .'r z ,.Jil 1 :1: 7'T N ,1 ..•`I R~.. = ,.-kv Satey and 6uudmgs Division 0 201 W. Ji astungton Ave.. P.0 box 7162 Saniw\ r clt+n: t+wnba u.bit UIItE m n Co ; rco\\I=' M ~rxt V b!VL.:Yf:' ICI _ -72 ~.a-rat - FRP43QROCMWJJ +aP a nti ~l 'nahg, ovgl tltclrv Yern~lt z, c 1 b li. scardaocc wlm SYS -F. ?lt . N.- ~dm . do u6 ...1 1 .f f 1 is c t c + u.vtc go.crnmcntal u rt - w']-S arc sebuusu a 1'+yra ..d.Ans d cities <m flan mwintc. aoa: eeyunr. pnrr ~etamml a coots- [Kraut a 4.•pl.a 1 ;3 - "I" d tK LLsr,I AH X<u[td ark f bpvuicOl Uf -dlcQ and Y is >lind Scvd r r.uub. nv.LLx!o fn, '1-, OW rcl.rn.•,n u: a~:'edao.t vAib the fliva , I.aw i ` 1 tin \,.at - ~'f //Z'~ /~~t'b • 1 ♦PDhcatioo Information Please Print All laformat yvicel '^upun ( Mart M., Grit C• d ftnll'y-~_>L~ct rn 12_,oy~ 3 ,nperty l?wna51.1tJlttts :lddlc•. ~k ct: Nvi. o,,.,-At 1 Sate _ C.aic .'boil: Kumcer h l+ 1:. I\! t'' u..:r I t= T 1l_ P+:' }ara it 11'pe of Building Iebeck all that applal Lut ^ _ - ~ ~ ~LLb,.r .SIVIt~mn< Si.l '1+miiy Dwelling - Numnci it Rcd:u~ Uzi •µc;1 Slutc !!wn<d 1{r t.W ;>r. ~ Ili. I)pe of Perma (Check onh one but un hne -k l wwpl<te Imc R if applkable 't .Sew :.)Stem ~r Iteplxenxm yet<m Louumu Hoidmg Tank Kep:ee:nant Uily I iuh..C.lawtn.mi uta tustmg 5.';:en: ,:ezpta::. 7c1ac L aanw Pcrawc I:ausfm ¢ `<w Lint FYC\ loos Yu au hurt c::a r_ u+ ' Y rdrt Revision luu Pc n; Flambe( ,7 } C 1`i78 B . amp Reacwal imva I I 1\- 7s1e of pOK lS Jislrm Ci mponent Ut-i«: Iehec_k All thathf - / -.n rhrc mind L,,ff ,wd A-~ word la-S rtumd .J AI- irade L Muuud i a m of sw;aba oil a ' 1 w d - 'a m . r suav Ir ri: H-idaac I: nk rchc-iS opt- mpuon IraPlm I,Pc<L•rasixurc x•'t.c Sp ac-_-_ ~ - /C~_. n / 6 ~L 1. Upper. al`Crr mrnl Area Inlur al=r' l (>sl,a+Hew~,~•d) Lcaiiy .I•I!Lc:uw Ratr dslr D { -.1 A1ea --1111p lAlcla ho ref .ern FiO m1111 r. \T. Tank Info is alta n, rn T 7,,L4 M of !.lanufuctwa ' IJ4 I V:1LOn5 : ..:n15 ~ q ~ a. { r 3'ma Tao. ' + :rZ000 1 +l., nJ y_'t-_.L 0 t 111. Rcspon,lbild Statement- 1. We eoderaknrd, aaumc mpm+srbWt) for aaaladlaewa of We YOU I ahewa.w the attached plan, - \ 'a[PF5 7:ur:WC I Bwmta> Pbn'a 'urn r 'h 1 ulKl cFamc Yrm, Ylumbcc S Stysou r!\lf: ';z -;k ivunus: c 4ddMI I Surm Cr 1 Statc, Lit (<.l<, r - S Ill ounn T)epartmeat F tr Ook Ycmut Fu r Date •:•utd L•:oan cot Si>gtanue prmtd - v~S rd f cu f..a ::nTtx .Kr oil `a'-~/•~_ /I7 y~~ L\ ChndltXeaw~s for Uesappro,'al f~ 1 r t f1 C_+ 1 Septic 1 rk a1k.~n; t n m 3 Qi a F-s0 /sb t ti ~J~ ul•.Pev:,:ell. u_; All he p.._ICx'n alp g ` d--. es per mar ayenwn' plzn o•o,ioeo UY plunbe'. i d\ r 2. At tai ldlrk rrrUp9. cs rnrn;tnD rabrtzlre-f as per vpparrDle cm* l crture} nn. cs w umyMc. Pt+m for ti< ryv<m ud mL r m rbe(~Cuonn ..utt w paper nog Im (Imes a a 11 loran . .p ue I 1 1 'Lt]S~ e2C\~J~+\~c, If A^i~fl'C'--- "1 Page R of 9 Sanitarv Site Plan Vor. Greg Rluhm Lot 3 of Cstn N ol. 1 Pg. 216 FN# 1123 NWl/4-NWl/4 Sec. 16T29NRIMN I00thAw- 2n 10 Town of Warren - St. Croix County 4n 1 isL - w R. F le%aation Dal Top or Bldg Sewer Pipe - 98.00 Grade ;n; Proposed Comlx) Tank 1`1ctc: Irrul;.te ~rildng sewer per STS 382.30(11)(e) and providefrost protection j per 383.43(8)(4)c 1.87Acres ti Garage P/L J- ` Three Bedroom Existing 18k36' • L Rome L D.F. _ D.F. Vent B r y, Walk-Oat Basement Proposed 4' Seh. 40 t7pen Yard Sue w/ evidence PVC RIdg Nei - offdl fmnn original Au m Coa<truCOOn base-Me a spoil ? Proposed Wun Cancrctc .r W1.1I000/600-MR Combination \ TanA w/a PolyLnk PC.s2c h'durr aTZs 94.00'% 93.(10' Concave Slope Area \ 92.00' ) 91.00' PIL ' Proposed 7'r 65' Mound Ihrpersal Cell located ABM = Bottom of {louse Siding E. Corner I along the 93.00' comonr w/a Syam Fl,,,. of 93.50' I ~ HRP-Same Note: SouthP/L e►SSUN" ELEV. = I MAY 94 ft. from S. W down slope toe 1 0,\H1uDIVISION OF INCUSTRY SLRVICLS 2331 SAN LUIS Pt STF 150 GREEN BAY WI 54304-5211 S i' Oonlarl Through Re:ay PS http Pdsps.wreov;procrams4rdustry-services vnvw.wlsrans 11 .3cv `is- l PV N'kzioN_,V_ , Scott Walker, Governor Laura Gutierrez, Secretary October 09. 2017 CUS'1 ID No. 224059 .4 T1:•\` /'of$ IS drspecirw ZONING OFFICE. EI I IH I STONLR S i CROIX COI NTY SPIA TI 1,10 ,sNOO D4 17 RD 1101 GAR\11C F:AI.I 7U SIREN \VI 5d872-85728 HUDSON M ,{O lli-'703 l/ CONDITIONAL APPROVAL - 1'I,AN APPROVAL EXPIRES: 10109;2019 Idcntiticalion Numbe::N I raimactiun 11) No. 3002636 SITE: Site I D No. 843690 _ (irC ~31U11111 Plcasc n•@I to both idcntilication n miners, re~ 100TH Ave above, in all c'oitcspundence with the aQene Town of 1k'arrell SI Cori comity 516.1'19N, RIN Isle: i, FOR: I ascription. Mound Splem 0 Bedrooms - Beplnceyneno ISD for Pill Object Type: P0VA'1fS Individual Site Desi•,n Reealated Object Ill Nn.: 17;0938 Niuinlcnuncc rcquircd: Replacement svstenl- 4511 GPD Flow rate: 36 in Soil minirnunt depth to limiting, factoi from original grade; Sysiernts): Mound, Effluent Filter . he submittal described above has been rcvicwcd for confiArmance wilh applicable Wisconsin rldvmikuatkv Codv, end Wisconsin Statutes. 'I lie suhniinal has been COND( -IIONALLY APPRO\•1'.1) 1 his system is to be eon,lnu !(.:l find located in accordana• with the enclosed approved plans and with al:y component manual(s) referenced above. 'I he owner, as defined in chapter 101.0 1(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so b,% die Depanxient per i. 14S 0r). statN. I he tullosvin8 conditions shall be stet during,. construction or in•aullation and prior to occupancy or me: • t his system has been reviewed and approved as an Lidiv idual Site fkmvn. Ilie S%,ww sh,dl I,e consa uct,d in accordance with the approved plans and ch. SPS 383. Wis. Adm Code. • Preserve dispersal area prior and during construclion to avoid disunhance, compaction and use of the site. • With new construclion; it is reconmicndcd not to activate the pump in the dose lank until the tanks are pumped prior to honicrnvner occupancy. • Wastewater generated from contractors cleaning of equipment and took and or tell over construction products shall not he discharAted into file drains discharging to the private omitc wastewater treamnent system (POWTS). \1 rite €enerated shall he properly disposed of on-site or ofisite. • Any tall grasses, leaves and shrubs shall be caul short and removed prior to tilling the surlacc for installation it, prevent mat:im under the dispcr,al area, All Icuse organic . inateria' w be removed from round aro:l • Divert surface water from POW TS Area. Af1'1'H f' S'I"NER Paec 2 109.20:7 • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 incites. Snreatine anc compacting of wet soil will result in reducim,, the infiltration capacity of the soil. Proper soil moisture content can be determined by rollnu a col sample between the hands. If it rolls into a IAA- inch wire Ihv aim is loo cart to pi-cpato [fit ennobles, site preparation cam proceed. If the. site is too wet to prepare, do not proceed untI it dries. • All piping shall conform to SPS I able 184.30-3 and SPS'table 384.1(-5 • Insulate building sewer beyond :i0 feel per SPS 382.30 ( l l )(c) • Well setbacks to meet chs. NR 811 X 812 • 'tank Installation to follow all manufacture's recommendations. • SPS 383,54(I)(e) t he i nunccr.cut plan tier a POW'IS shall specifically address the servicing mechanics oran aerobic or anaerobic treatment tank or a holding tank where either of :he following conditions exist: 1. The bottem of the lank is located more than 15 feel below the elevation where the servicing pad is located. 'the boltom of the lank is located more [ban 150 IM horizontally from where the servicing pad is located. • Verify property Inlets) prior to installation - • Purnu Floats to be set and verified per approved plan. Arrv changes may result in pump resirina to meet TIM and GPVI Specifications. • Arcas that nre occupied is oh rock lia,-merl., 1i cc ruol, stamp, and boulders reduce the amount of soil u vai lable for proper lrealmenL I f no other site is available, Irces in the ha al area of the mound mast be cut off at -sound [e%cl- A larecr fill a-ca is nece\%an when am of the abo%e cunddious ar: oicounlcted, to proe idc wflidcu nlillr.direu•ca (honer Responsibilities • the current owner, and each subsequent owner, shall receive a copy of this Icpcr including instructions rol:d iw,, fo proper use and maiwerance of the system. Owners shall ic: civc a copy of the appropriate operation and maintenance niarual and or ovrnei s manual for the POW I S described in this approval SPS 38.1.5-0(1). • In Ike event this sod absorption sysxm or amy of its component parts malllurctions so as to crcatc a health hazard, the property owcei must follo-,v the contingency plan zs described in flue approved plans A copy of the approved plans. specifications and this letter shall be on-site Burin, construction and open to inspection by authorized representatives of the Department, which ntay include local inspectors. All permits required by the state or the local nranicipality shall he obta.ned prior to conunencemenl of c onstruction~:nstallal ion operation. In grantirg this approval the Division of Industry Services re..se.rvcs the right to require charges ur additions should coedit on, arise makin. them necessary far code compliance. As per stale stars 101. 12(2), nothing in this review shall rclicre the designer ofthc responsibility fin designing a sari: building, structure, or component. brquirir, ronrcrning this correspondence map be made to me in the telephone number listed below, or at the address on this leucnccad. I he above left addressee shall provide a copy of this letter and the VOW IS management plan to the onsnei .rid any others who are respon,ible fir the insl:dl:man, open lien or maintcnaner ullhr POWTS. A 111f7H =S?011 zp )tadIJ9?I I'; • Prior to construction of the dispersal area. check the moisture content of the still it, a depth of 8 inches. Smearing and comp acrim of teet Soil will result it -reducing the intiltrtion capacit. of the soil. Proper Soil moisntn conten' can be determined b. rolling a soil sampi between the hands.-If it mlis into a 1~4- inch Hire. the site is too wet t0 pn•nare. Irk crumbles. Site preparano i c.an proceed. IF:he site is too w,t to prepare, do not proceed tmtil it dries. • All piping shall conform to SPS Table 38%,.30 and SPS rabic 384.30 s • Insulate building sewer beyond 30 feet pct SI'SX_.i rl i :I I..cl • Well setbacks to meet chs. NR 811 & X. i • Tank Installation to fnllotr all manufacture , recnrtmendatior:,- • SPS 383.9.1(1 f(e) 1-he rran;i 'ment plan for a PO'A i-S Stall -pCe Cicalls address the - . icir, t weh,: IT.. of an acr+bic or anaerobic treauocw tank or a holdin, t.mk when ci6er of the follms ow C'u" irtun, csi:a '..'Ili, bottom of the tank is located more titan 15 feet below the elevation whicc the servicing pad i5 located. 2. The bottom o`the tank is located more than 150 feet honzontallr fpm where the se: vicinat we is iocated_ • Verify property- line(s) prior I, installation. • Pump Floats to he set and verified Per a rp puved plan. Am chance mai_ result in pump resizing to meet TD11 and GPVI Specifications. • IU'eas that art occupied %%:t: ro; 1. Ire mcn[s. 17-.: tom,. d s:uctp> ran bou;dcrs reduec• :hc amnu:n .-f'uSl available for proper treatment. If no other stir is available. trees m :he Nasal area of the mound ntu,; be c.n .It a Pnamd level. A iareci fill area is nccesc+q whcr am of the above conditions arc cucnuntcr;.d. to pros idc sufficient infilt:Llov area. Owner Responsibilities • The Current owner, and each snhsryucat owner shall receive a cops of this later utcludine m%truono:r, rc•laurn, to proper ace ant maintenance of the system Cro;ncrs shall receive P. cop 5 of the approp-iatc operatior anc maintenance :manual ands:r owner's manual fill the POP" S described in thi, approrai SPS 383.51(1). • Ie the event this soil absuptior system of any of ins component parts malfunctions so as to create a health Naar;rd, the propeny owner must follow the contingents' Plan as described in the approved plans. A copv of the approved plans. spcMications and this letter shall be on-site during construction ant open it' inspection by authorized rzpresentatives of tbC Department. which may include local inspectors. All penrtiPo rcquircd by the state or :he local munreipal¢s shalt he ob4imcd pnor is eononeucemcn: of construct irm`instal l at iotdopcratirr:. In granting this approval the Division of lndustq Services reserves the nth: to « quire wharves o- additions shooid conditions arise making then) necessary for end' cmnpliancc. As pe- state slats 101.12(^). nothing in :his review shall relieve the designer of the msponsibiliq' for dcsi nine s,:le buildin,, mutant, o; otimponcni. Inquiries concerning, this cnrrespoadencc may be made to ntr at the telephone number listed below'. or at the addr_•s_; on this letterhead. The above left addressee shall provide a copy of this letter and file POW I S management plan to the owner and am other, who are tesponsiblc for the installanor.. operatior. o: rram;,namr: cf I-% N W*. S I kH7Fl I'til(1VFIt Ya_c) 11x'1'!.:.' i i Siucrrely, Per Requ!red $ .150.00 l<in %~nn Jrva/ Phis Amount Will Be Invoiced. When You Receive That Invoice, Please Include it Copy With Your l im Vander Lecit Pavmcw Submittal. Private Semagc Plan Reviewer. Division of'Industn Seri ice,, WiSM11ART cWc: 7633 ('7009?-721.1 , .\londay - Friday 6 am Tc 3:30 pm 1iI11.Ya'ldcdl vst [f UI}CJlhlll.°D~ MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name. Greg Bluhm Replacement Mound Owner's Name: Greg Bluhm Owner's Address 1123 100th Ave Roberts WI 54023 (65') 329 At 10 Legal Description Parcel in NW114 NW1M Sec 16 T29N R18W Township Warren County St Croix Subdivision Name Csm Vol 1 Pg. 216 Lot Number. 3 Block Number. Na Parcel I D- Number: 042-1043-3U-WD Plan Transaction No Page. 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan Page 9 Individual Site Design Narrative Attached Soil Teat Reports Designer: Keith E S~jh' SCUHLicense Number Designer 1575-007 Date 09!13117, Phone Number 715-653.2324 Signature ~i, Y ; ' DXMR) ted PursTant to the Mound Component Maff4y)I &kgie4,aR5ion 2 0 SDB-10691-P (N. 01101), and both SSWMP Pu6lic;alion 9.6 Dr.~((fNp(i~j(wsr3!)?e Distribution Networks for ST SAS (01181) aria Pressure Distribution Component Manual Ver. 2 0 SBD-10706-P (N 01/01) Vernon 7 0 (R. 0312012) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information _ (R or C) R Residential or Commercial Design Note Sand fir {D) calcula-vnis assume a 300.00 Estimated Wastewater Flow (gpd) rame 3,83 44-3 -n-S110 son neat , for 1.50 Peaking Factor (e g. 1.5 = 150%) fecal arl Aorm of 36 inches. 450 00 Design Flow (gpd) 12.50 Site Slope 93.00 Contour Line Elevation (ft) 36.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 65.00 Dispersal Cell Length Along Contour (ft) 7 00 Cell Width (ft) 0.99 Dispersal Cell Design Loading Rate (gpolft) - ~oint 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution r I Y Pressure Distribution Information network) Enter Y or N (C Of E) E Center or End Manifold If 3 50 Lateral Spacing (ft) If N above, enter the elevation (ft) _ 2 Number of Laterals of the highest point. 0_.186 Orifice Diameter (in) _ 3.00 Fstimated Orifice Spacing (ft) - 10 34 ft'lorifice 2.00 Forcema n Diameter (in) 25.00 Forcemain Length (fp Does the forcemain drain backs 87.40 Pump Tank Elevation (1t) Enter Y of N 3.25 System Head (it) x 1.3 4 08 Forcemam Drainbark (gal) 5 93 Vertical Lift (ft) 58 19 5x Void Volume (gal' 0 45 Friction Loss (ft) 62.27 Minimum Dose Volume (gal) _ 0 In line Filter Loss (ft) 28.84 System Demand (gpm) 963 Total Dynamic Head (ft) Lateral Diameter Selection 1. Manifold Diameter Selection in. dia -options_ choice in dia- options choice 0 75 1 25 x _ 100 150, x x 1 25 2 00 1 50 x x 3 00 2 00 x 3 00 x Gallonslinch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000 00 Se tic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrel~Manufacturer gal/in (enter result in cell 8491 Dose Tank Information Effluent Filter Information 03.36 Dose Tank Capacity (gal) Pol -LOk Filter Manufacturer 6 PDose Tank Volume (gallin) PI-525 Filter Model Number 16.76 Wieser Concrete --_Jmanufacturei Project Greg Biuhm Replacement Mound Page 2 of 9 Mound Plan and Cross Section Views -T 1/1013 I~ J nbcervabon Pipe K A W --1 e - TI © I L. Mound Component Dimensions AF----7 00ft E 1650 in H 1.OOft K 8.19ft B 65 00 k F 9 50 m 12 80 ft L 81.38 K D 600ui G 050tt j 391 ft W 231tft 455-00 (k') Dispersal Cell Area 1287.00 (k') Basal Area Available 6 92 (gpd/fl; Linear I oaring Rate Fi 50 (ft) 1110 B Ohs Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 95 29 (ft) ► .4:,! - --G H 93.50 (ft) F Dispersal Cell 94 00 (ft) Lateral Invert Dispersal Cell Elevation E n n , 93.00 (ft) Contour Elevahor. 12.5 'Yo Site Slope Geotextile Fabric Cover ° Shading Key o n Dispersal Cell See lateral details on Topsoil Cap o a 1 5 ft t Page 4 for number, size, c Subsoil cap -0.0 t'k and sparing of laterals ASTM C33 Sand v Z E Laterals are equally U Tilled Layer n 0 5 ft at tai a spared from the 15~ %r Aggregate a o distribution cell's centerline in the A distribution cell (AxB) Project Greg Bluhm Replacement Mound Page 3 of 9 End Connection Lateral Layout Diagram LY« oentNM OwrtMA~iii~riyon - ~•TYrnrtD ~re~rr VIM OrdMeoirtidup P i ner«..w.»:e.au•,r i.,x t+d~s4rrweoea.rnnanaw.wr.r s rGiWl spaced Faq mJN C01Ytvl`tlon Yy too a pots to moooid at a" pohv LaWets WorcamiM Sch 40 WC Der SP`. T Wi 3e4.306 Number of Laterals 2 Orifice Diameter 0 188 In Lateral Diameter 1 5u m Orifice Spacing (X) _ 3 02 fl Lateral Length (P) 63 42 it Orifices per Lateral 22 I-ateral Spacing (S) 3.50 ft Orifice Density 1034 ft`/or fice Lateral Flow Rate 14 42 gpm Manifold Length 3 50 ft System Flow Rate 28 84 gpm Manifold Diameter 1 50 in Total Dynamic Head 9 63 it Forcemain Velocity 2 94 ft/sec Dose Tank Information Lock rki rA er wily, werwi >v - label and locking devioe am sealed watertight Electrical as per NEC 300 and - -1 - - - SPS:S76,00'VJAC din min Disconnect Tank component is property vented F Alternate outlet location T- Forcemain dan i Wieser Concrete Manufacturer 2 'n- Capact ti03 36 Gallons - T Volume 16.76 gaUlnch A _ WeeO hole or and Dimension Inches Gallons R siphon dev,w A 2228 37349 R 200 33 52 C _ f Pump otf rle::niinn 4ti G 3 72 6227 L_88 07 D 8 00 134.08 D Total 36.00 603.36 lr I I Drxe tank nlevahpn jtt} c i 3" Beddiny un er tank. F 87 40 Alarm Manuafacturer SJE Rhombus_ Note Switches Alarm Model Number Tank Alert ' conY.tinhtg mercury Tay not be used in. Pump Manufacturer Goulds _ this system Pump Model Number FP04 T-- - Pump Must Deliver 28.84 gpm at 9.63 ft TDH Project: Greg Bluhm Replacement Mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Powers Sanitation Phone 715-246-5738 POWTS Regulators Name St Croix County Zoning Office Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Site 1/8 in Fstimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mglL Sail Absorption Component S¢e 455 ftMaximum FOG 30 mg/I Type of Wastewater Domestic Maximum Fecal Coliform =10E4 cfu/100 rnL Service Frequency Septic and Purnp Tank - Inspect and/or service once eve 3 ears Effluent Filter _ _Should inspect and clean at least once eve 3 ears Pump and Controls Test once every 3 years Alarm Should test month Pressure System Laterals should be flushed and pressure tested eve 1.5,i ars Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1 Observation pipes are slotted and materials conform to Table SPS 384 30-1, have a watertight cap and are secured in as shown -n the mound component manual 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(1), Wis. Adm Code. 3 All gravity and pressure piping materials conform to the requirements in SPS 384. Wis. Adm. Code. 4 Tillage of the basal area is accornolished with a mold board or chisel plow 5 The mound structure and other disturbed areas will be seeded and mulched to prevent soil eresicn and help reduce frost penetration. Lateral Turn-up Detail Finished Grade jr' R_ 6-8" Uiameter Lawn - - Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution - - Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project, Greg Bluhm Replacement Mound Page 5 of 9 Mound System Management Plan Pursuant to SIPS 383.54, Wis. Adm. Code general This system shall bF operated in arcnrdari with SPS 362-84 Vi Adm Code. and shall maintained in accardarce with its' component manuals ]S130-10691-P (N.01/01), SSWMP publication 9.6 (01161). and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01)] and bwl or slate rules pertaining to system maintenance and maintenance reporting No one should ever enter aseptic or pump tank since dangerous gases may be present that could cause death. Septic and pump lank abandonment shall be on accordance with SPS 383 33, Wis Adm Code when the tanks are no longer used as POWTS components Septic or pump lank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shad be scaled watertight upon the completion of service . Any opening dieerred unsound, defective or sell to failure must be replaced Exposed access openings greater than 8-inches in danieler snall be secured by an effective Iocurng device to prevent accidental or unauthonZe d entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281 46, Stars. The contents of the scroll tank sha'l be disposed of in accordance with NR 113, Wis. Adm Code. The operating Carroll of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The oubol filter shall be cleared as recessary to ensure proper operation. The filler cartridge should not be removed unless plovisrons are made to retain sobds in the lank teal rnay slough off the filter when removed from its enclosu•e. If the filter is equipped with an alarm 'he filter shall be se,vieed if the olamr is ar;tivalyd continuously Irdermatenl finer alarms may irdieale surge flows or an anpendm t continuous alarm The septic lank shall have is contents removed when the volurne of sludge and scum in the tank exceeds 1,3 the liquid volume of the tank. If the contents of the Lark are not removed at the time of a triennial assessment. maintenance personnel shall advise the owner of when the next service needs to be perforrrled to raamtarn less than maxinierr s jm and sludge accumulation in the tank T he addition of bological ur chemical additives to enhance septic tank per!ormance is generally not reverse. However a such products are used they shall be approved for septic tank use by Zhu Department of Commerce Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years All swdches alarms, and pumps shall be tested to verify proper operation. If an effluent illei es installed within the tank it shall be inspected and serviced as necessary . Mound and Presspre Distribution System No tees or shrubs should be planted on the nlourd clan ingis may be made around the mound's perimeter and the round shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since sell compaction may hinder aeration of the Infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cad weather installations (OctoW:FFebruary) dictate that the. mound be. heavily mulched as protection from freezing Influent quality into the mound system may not exceed 22U nil 6OU, 150 nVL 1 SS, and 30 mi FOG for septic lank effluent or 30 mg4 8OD.,, 30 ni TSS, 10 mglL FOG, and 104 oral rn - for highly healed effluent Influent flow rrvly not exceed maximum design flow speitrhed m the permit for airsostallabur. The pressure distribution system is Drovided with a flushing point at this. end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months When a pressure test is perfomled 4 shodld be compared to the initial lest when the system was installed to detemnne if odfrce clogging has occurred and f onfice clearing is required to maintain equal distnbubon within the drspersal our Obeervabon pipes wdhin the dispel l cell shall be clucked for effluent pending. Pending levels shall be. reported to the owner, and any levels above 6 inches considered as an impending hydraubc failure requiring additional, more frequent monitoring If the septic tank or any of as components become defect ve ho lank or corn nerd shall be. reproper operating condition Pd paired or replaced to keep the system in It the dosing tank, pump. pump controls, alarm or related wring becomes defective the defective camPnneri shall to tmmadiateiy repaired or replaced cork a component of the sane, or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface. A will be repaired or replaced in as present location cry increasing basal area If tee leakage occurs or by removing biologically clogged absarphon and dispersal media, and related piping, and replacing said components as deenned necessary to bring the system into proper operating condition See Page 5 of this plan for the name and telephone number of your local POWTS regulator and sense provider. Pretreatment Untts The Information and schedule of menanagement and maintenance for pretreatment devices such as aerobic treatment unit* or disinfection units are attached as separale doeumcnls and are considered pad of the ovarall managenx:nl p an fuw this system Project Page 6 of 9 ~~GOULDS PUMPS Submersible Pa" 7 of 9 Effluent Pump 3 871 EP0 EP05 i APPLICATIONS • fully submerypxi in high ■ LP05 Impeller. 1 hxrmoplas ■ Bearings: Upper and tows; -i glade bxbtne oil for tx enclosed design for heavy duty ball bearing Sprxrflcahy deigned fa file lubrication arc: efficient inipiuved pdaformarxx, uuishuUi n. following uses: heat transfer. • Effluent systems ■ Casing and Base: Wigged • H rnK Available for automatic and thermoplastic. de_sgn pnmrts AGENCY LISTING • farms suet rtdr stren gm and Corrosion rrhatic models operation. Auto. rt~rt, ante YL davdon Fs~es aemanoon • heavy duly sump manmodels include ce • Waw transfe Macharkall Feat Switch ■ Motor Wig: Cast inn (CSA Hsieh modei rxxrbe s end • Dewatering assembled and preset at the for efficiem host lrariste, or -r") factory. strength, and durability. SPECIFICATIONS ■MotorCover:ThermoplasM (a.kenap.n1%) amt flisjoiliand FEATURES cows with integral handle and • Solids handling capabaitY - fknx cwit,ii attadtn,em points. J: maumum. • EP04Impell Tiern,upfas ■ Mower Cable: Severe duty • Capacities: up to 60 GPM. trt Semi open dwgn with ;ated o,l ;xxl w,xta msistant. • Total leads: up to 31 feet. pu:ry out vanes for mechanical • Discharge sine: 1r/i NPT seal pmtemor 1. • Mechanical seal: carbon- s otuylueramic-5tabonary. BONA-N elasnumes. • Trmperahxe. 104T (40t) ore ibnuotu 14oT (604:) iroamttnnt WTFxs FRI • F.ntenes: Soosenes 10 stainless As!I. • Capable of running 9 30 dryonentdamageto components. 2> a 1~ Motor: z • EP04 Single plisse: 0.4 NP. le 6 20 \ 115 or 230 V. 60 W, 1550 RPM. butt in overload with > s i automatic reset. o t s • [Pas Single : O.s ftP, ~ 4 Leos 115 V a?30V. 60 HO? 1550 ° 3 no, RPM, des in overload with auuxrouc rest. z • Power odxd: 10 foot s standard length. 1613 S)T0W with tome prong goundum plug- Optional 21) 10 fm length. I(V3 S1TW with zo ao no so crow three prong grounding plug a s e to iz om (staidard on EPO). CwvAan Goulds Pumps 0100I6micl, ' ITTlndustdes fn,tn ".z°ot eiatr Page S of 9 Sanitarv Site Plan For: Greg Bluhtn Lot 3 of Csm Vol. I Pg. 216 FNN 1123 NW114-NWI/4 Sec. 16T29NR18W 100th Ave. o ]o a Town of Warren - St. Croix County c I Ieroh n sea. tr«y - 40 n Elevation Data I op of Bldg. Sewer Pipe 98.00 Grade ;a) Proposed Comho T ank = ;.00' Note: Insulate building sewer per SPS 382.30(11)(c) and provide frost protection per 383.43(8)(4)c 1.87 Acres / / garage . P/L Three Bedroom Existing 185r36' • W L L Home DY G U.F. Vent B Walk-Out Basement Proposed 4- Sch. 40 \PVC Bldg. Sewer Open Yard Site %V eVidffkV nfjillliZ tvigiwl home constmraon basemen \ spoil. Propoed Wiesn Cnneiwte WLP10001600-MR Combination Tank w/o Paty-Ink PIJ25 Filter - X2.5° 94.00' i~ 93 Concave Slope Area 1 92.00' ' 91.00' P/L Proposed 7'x 65' Mound Durpe al Cd l located A BM = Bottom of Housc Siding v. Cnroer along the 93.00'evntmw n/a System F.lev. of 93.50' HRP = Same Note: South P/L ASSUMED ELEV. ^ 100.00' 94 f 1. from 5 W down slope tae. 9a+b of 9 Individual Site Design The following is an indit idual site design report completed for Greg Bluhm. ')'tic Bluhm property is a 1.87 acre parcel located in the NW 14 of the NW Scc. 16 729N R 18 W in the Township of Warren in St. Croix Cotmty. The property is located within a small subdivision and the property has recently changed hands. Prior to the sale or as a contingency of the sale CST Shaun Bird Credential 226900 was hired to perform a soil and site evaluation of the property. Shaun completed soil borings and proposed an at-grade mound dispersal system indicating 120 ft. of contour on which to place the system. Ncchvillc plumbing was asked by the new property owners to conic to the property acid provide an estimate fix the installation of aft at-grade mound system. Upon reviewing the site they found that there was insufficient length of contour to intstall the proposed m-grada system. The west end of the proposed systern areas contour did not hold tip and by installing the system there would have put the system into what appears to a natural drainage swale through the yard. 1 was conlacied by the Nechvilles to provide additional soil and site verifications to establish definitively the amount of area that would be prudent to i work with. I examined three soil pits and found one boring that did not qualify for an at-grade, one that had fill within the profile that would qualify for an at-grads: and a third boring with no evidence of fill and would also quality for the at-grade. Because fill material was documented in my boring ii l soil profile dug along the edge of Shaun's 11113 1 will not be unable to complete a sanitary design using the mound component manual recognized under SPS 383.60( 1). SPS 383.44(3) (b) I states that a POWTS designed utilizing a component manual recognized under SPS38 3.60 (1) shall have at least 6" of the minimum 24-inch soil separation requited under par. (a) shall he an insitu soil type for which soil treatment capability has been credited under Table 38' ).44-3. I hese filled sites require plan approval to be applied for as an individual site design. Individual Site Designs require documentation that will support treatment and dispersal claims about the site. Individual Site Designs do not require the 6 inches of insitu soil, however we still need to evaluate and he confident that the intent or rationale of the 6 inches of suitable soil is met on our site assuring that the influent will be assimilated into the subsurface soils and treated without ponding on the ground surface. Based on the assumption that the till material has been in place at least 35 years would mean that as many years worth of growing seasons have passed including the freeze and thaw cycles to settle the fill and sufficient time to create soil structure. My soil report indicates a sandy loam with a moderate fine to medium sub-angular blocky surface layer over a moderate tine to ntalitiol sub-angular blocky sandy loam subsoil over it buried A horizon with a moderate fine to medium sub-angular blocky structure in horings I and 2. Boring 3 was completed next a Shaun Bird pit that was unreported and consisted of fill material to depth of 19 inches with redox features at 8 inches. c ~9aIhof9 My belief is that the fill material within the soil profile description Biel is front the initial construction of the residence. A walkout basement was created and fill material from the basement excavation was likely wasted down slope of the structure. 1 found no evidence of deleterious fill material or platy structured soils that would indicated compaction or severe grading of the soils. I contacted Wastewater Specialist Edwin I aylor to discuss the site and he concurred that the soil has had sufficient time to rebuild the soils structure based on my profile descriptions and that arty soil that may have been affected has had time to repair itself through the pedogenic process. SPS Table ?8144-? shows the mid application rates for various soil textures based on morphological soil e%aluations for use with in-situ soils. I believe that the fill material onsite has had sufficient time to assimilate the characteristics of the in situ soils referred to in this table. I also believe that the soil conditions within the tested area that invoke fill will readily accept and disperse the anticipated wastewater from this structured soil equally as well as an insitu soil would based on the table. I believe we have hencficial site indicators that will justify the use of this site lix a three hedtoorn sanitar}' sysk'm consisting of domestic wastewater. Thee are as follows: m A moderately well drained filled horizons with a moderate linc to medium sub-angular blocky structure, which will assist in integrating wastewater into the natural soil. m A water shedding landscarx• pot ition assisted by a slope of 12 5% e Mcsophyte vegetation onsite consisting of an open lawn that will allow sunlight into the dispersal area. I would recommend the following design parameters: ✓ 7.0 gal. lft..+'day linear loading rate ( I o avoid drainage wa)) ✓ .60 gal. 41 sq. basal loading rate ✓ 6 inches of AST A4 C33 sand fill ✓ proposed upslope mound contour of 93.0(1. ✓ System Elevation of 93.50' By following the conditions set Rtrth, 1 believe this system design will adequately u-cat and disperse the wastewater generated from this existing three bedroom residence. I also believe that the sanitary system will comply with the purpose of SPS 183.01 being that the sanitary system will be safe and will protect public health and the waters of the state. it a! (KinkC )L ;,.!b:tiiIlf'("AU111(Aijk Ii)!,A1 i 1r_ '\.iJl.r. 11 ~ 3 ) ~"%I ~ ~L h ct c.:a,' yc ~.a _It\ W.ht:.. \ :I lIiC.: 3 I:.IIP•_ it ,a:: Plal. wai h LWnr. 1- I,a:-Iaf: Ilt IVI ne\c GUO\L"II. UJIl. i 4~ C, l n ' k , t,.3 Pan : i.i:'nikjtl :r \l:lnher i 1•'•.1. M N( K11,111)1 1-c\\n:v LJ_~t,~:- Alt - 3 „.t1,1\ ilct ti X r. t hors 1jeur. Hanle K\as Co 1 1! vi',iv f l_11A(i :1AU (M vt k ( L:10IFItLION •:i ~ Jl T01, t11 ,c_!I. s lr,.vrv J :'.ea:. x .o,urr.:l ue3a;d. b~ a li~ea:.ed punfrr t+~a v +t. .,a eno . 1 ....,a . L•. ,ua,.nn1 .~::..c,!.i. -r..i. a. l„ t r,-a. a.1,Lc m G,t \\c,l t c,a? s -r.:. U:rne; nr..aa:r;wc. 1 ne I.1 n own,.l •c ut ruil i roiz (\mu" hXIIL!r: N Zoning Departnenl a selllhemio:, I llm. b', the 1\•.,rn: \ n,an , n mber.:2a - d ~la;rber n: s liuu.ed pw..iptt N'ctat;ue Ihet I ; :h< on-,or tr. p:onr: oacrat . :.i: I,..j'.eaion and prnu~iu!e or nec:scan l.- the seP,h u::j6 I t!.(l of }~LLd^:. 1 iuc ',aJc r, n. l:a\. rc: ih. ,th\ n ,j::irctt 1. r.:\ and :c t:e k+ to rlctain :hc x . . a :ue ,tr po:al stcIl: s.t:: ,ll 1:ala:. -:1 l•:a-t i:. iua •ut a, .c; l the :kptutlu, ;.A ~at•_:c At) ,l Pi .lic.,wnal Jcts ices allJ We Uc;,aruni ul A ]alum {\r n::..r-.. ..I. ..::.r.. t. c: n!t. atlot. s lltat e\a;, 1,,.. n -n tnamtaw xi nuts: b. comp lru d and returncu to tt:c + . !^..rm,u:.< u:?iu:• (b_pa: rl:nc u i1hL'l r „n; e! :hc tu:rc era:: yar e. nq J:11e ! IlIt\ it." _;I ,..k..:' ii,i„ ul I!r•, !Ii ::R jr-., '.is ❑:e 4C5I U! 7:7\ J:r kt,\ 1, J,• 'm .1", he I:•'1.;, fa.~ l~1•.' :Ib:r\. I•\ c77lliC l 1fi'..tl C: a I. r`" u. `~u:ni~crulhltl nnn> -i 'I i a. : .rc; rated uw\ : ->uh Iq 1 .t v. a::: pcnntl bcu;_ :cvoi.rd b\ the ]'Inman-. b. /un:::_ L! y;c re:~:r I _ I', I It 1,,111 .1.! "I ---,r-,?,,I-7 - oval A,'r inyn 11rt~^lnrwd a :a5i) Nij V~ >nx:~ '.crvKCS _ '),,v sxx~:Jf Ind 03268 r n.0 SC ND8AQADSEQSAG P 1 3 n 1 ( Keith Storer CST OCT m accontat wOh SPS 181 . A is Ax:w Ccde "'.each complete r riot IesS than Ill x 11 or'lios n w, II3r'nu51 .rplx incli,deQ~r{Qpttp~ Md1lL~4 hOn.unlal reference oo-nl F+M; drroct an and %ceOptZtooal 60 on north arrow. and localron and distance to nearest,cad. Palcel I MM~^ 042 3 -000 Pleaso print all information. Revr c BY 'wc rt:cudi Ir 'rHn, ypI:rc,,rte-,ayte.b r"S wC Jar, IUF+~lc°iFn.s 9 `x C4 rt, im l; "_rr>pedy Owner Property 1. ocalion Grey Rluhm Govt Lot War4, J7, S16, T29 418A. , rpem; (Tuner's Mating Address Lot N Blxk N "bd Nam r CSl`AN 1123 100th Ave 3 CSM Vol 1 Pq 216 r,.ty Slate 7ip Code Phone Number Cay wiage -awn. Nearest Road Roberts WI 54023 651 3294110 Wa,nen Same New C Use Residential I Number of Lerbemnc 3 Code der ved desigr Nov, rate 450 GPC Replacement PuhBC nr rnmmer:;ial UeY rpn sammmatenal Sandy fill FIuodolioelevation. tapPl,wole NA it Cenral comments Piconse a 7 x E5'rround iispersa cell ocated alorg the y° o. m m ,l t a 'E of 93.5r' (mslapt elk3(= n1 nrcund edl staked and recommendations nnsle 'CSC Sird ptpfipSP.d do A1!.JraOf ^gcnd due t0 area 7unsisU-•7 d b'I rIr-d a d';ar g2•e3yPe"Ing m.0rd system. 1 F3orngN Pr,'nng Pit Ground surface elev 93.00 ti Cahill to lm log tatty 51 rr) APplicatio• Ra'e~I Honzon Depth Dcmnlan. C:;lor Reno, r'xascnpl.on Texture Co, s,stencv Boundary Ructs 3PD~4P - in Munseli Cu. ez Caul Color GI :;c Sh. 'Emof •Eraz 1 0-9 10YR3,2 Fell 51 2nttibk rrvfr C% 3f-m 0.6 1.0 1 9-;4 10YR4.'3 Fill sl if-msbk n-vtt qs 2f 0.45 1.0 i4-26 1()YkJ2 Surle(1A 51 21' -msbk rrvfr q5 2f 0.6 1.0 i III 4 26-45 10YR514 - (l 2ntsok mfr qs if OA O.b i 45-51 5YP,4/3 - sl Ill mvfr 9s OA 0.7 5 51-59 SYR4/3 R!1)YPli'. •J Ifsbk mvfr - 0.4 0./ z I Boring Y Boring - - J P,I Ground surface etnv 90.61 !1 Death to lrmAmg lade, X42 11) 'Soil ApPlicatron Rate '-.xzon Cepth Dominant Color Redox r-$cnrllon ~ Texture Svucture rorsisteucu Boundary Rotas GPDBP rn Mwrscll Do Sz. Cool. Color Sr Sz Sh. 'F'or. •Fna2 1 0-9 10YR3112 sl 2m:.bk mvfr C. ! 3f-m 0.6 lA 1 2 9-20 10YR1f4 - sit 2msbk mvfr qs 2f 0.6 0.8 j 3 20-35 10YR413 Ni 2msb1c mvfr 9s if 0A ! 0.8 4 35 47 10YRS/3 Ifs 1-,q ml t - ~ if ' 0.5 ' 1.0 I II I ~ I • Effluent #1 = BOD,> 30 < 220 mgr. and TSS >30 < 150 mgk ' Ef&a.nl =2 = GODS 30 mgrt and TSS S.30 mg(L CST Name (Please Prot) Sgnalure- j% CST Number Keith Stoner 1ttl~ L y l 224059 4orlress Keah Sloner CST r Date !6vaiua!mr Cendu;ted Telephone Numbw 7"5771) Wood f'rr_et Kd Siren, 'A9 54872 9frl2ul, 715-.5(i6 0500 Page 3 of 3 Soil Test Site Plan 1 For: Greg Bluhni Lot 3 of ('sin Vol. I Pg. 216 PN# 1123 VW'1/4-NW1/4ScY.16'f29NK18" 100th Ave. 90 ♦o Ton o of NVanrn -tit. Croix Count ' ` I L.1h 9i - i4 °M mce +o et Llexation Data W. 1 9 3,00, W,1 90.61' I3F '1..78' MrcI42 94.25' laird rG 92.80' Fop of Mdr. Se~%er Pipe 98,00 1 Linden Proposed Con+o lank 14.50' - ~ J 1.87 Acres Carage P/11 ( Three Bedroom Exiting 18x36' • Wq Home D.F. Vent - 131 Walk-Out Basement i \ open Yurd.Sire evidence Proposed Combo Tank ~ ojjl! firm original home C construction basement u \ spoil. \ ~y 94.00' 93.00' Concave Slope Area 1 92.00' / th / 91. DO' pIL A BM = Rottom of llouse Siding V Corner Note: South P/L 1inP=Same from B#2 - 108' ASSUMED ELEV. - 100.010' September 6th2017 _ Backhoe Pit Kcith E. Stoncr C51* 224M 7 I i sirDearya~~l~J t`, 5EgYCHGELKHp7P p wevyonm"031 DV~ JNf'{ ....~r\IIUN 1'(EPOIZl or_- ~L(~FMENt ;OMMUN aot«cance vAh Comm es N55 Ao•n. Cods Aback complete s+to plan on paper nor lass than 8 112 x 11 inches in size. Plan most include, W not limited to. venal and horizontal reference point (SM), dlrecbm and Palmer 10 percent slope. scale a dimensnris. IMM, arrow a+xf iul ,,foe anti Ji>lance to nea+est road. Please print all information. Reviewed by Date Penenal,nrwmslan yw Prw.oe of, w upd rpr •etondsnr pxpoee, (Pr Law. a 15 0111) Info Property OMmer property Location Goa Ld S r-T N R E(c)W Property Owrner's Mating Addres< I M t Rook a Subd Narne a CSW CRy State 7ip Corle Phone Number ❑ City ❑ Visage Town Nearest Road 0 Nuvr COmS tuct Om Use. 2f Residential I Number of bedrooms Code derived design flow rate GPD SRepaca+nerl ❑ Public or commercial - Describe Parent materai r. - Flood Plain olevaoor d 0 / and rxvmlendabLns Ica, f%" S y:ar•n Trp-. ! / ±JStcm Clavabnn t. E] Boring lGf pit Ground surface elev. it Depth to Imi6rig factor - • m Sal Apo warm Rate Huizat Depth Danriant Color Panful Deimpeon Texture Sbw-Ue Coruutei: Boundary Rods GPDRr in I Munsea Qu Sz. Cont. Color Gr Sz Sh. 'Erat •Effa2 I ~ 6or,rg p ❑ Boring © Pit Ground surface elev.;- 11 Depth to limiting facia in Sod Apph,uition Rat Horizon Deplin Donxnant Color Redox Desaipbm Texture Structure Consistence. Boundary Roots GPDRe in Munsell Ou. Sz. ccet Color Gr. Sz. Sm. 'E"i -EfM2 j I i Eff&wK 01 = 600, > 30 < 270 rrKVL and TSS >30 < I w ;!I!L 4 EI1luent V = BOU, < 30 mgtl and TSS < 30 r 1- CST Name (Please Print) err e CST Number Bird Plumbing, Inc. Shaun Bird 226900 Acd•o-s i Da1o F,, l iron Gondoctod Telephone Numne• ! 1432 120th St. New Hichmond, WI 5407- 715.246-4516