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HomeMy WebLinkAbout1989-04-17 Septic System Design Reportif ( S-F TESTING, INC. 951 KATYDID LANS ST. .VICHAEL, MN 55376 49^.3566 Steven 3. Schirmers April 17, 1989 John Laurent & Associates Lot 6, Block 2 French Creek. Orono, Henn. Co., MN ‘ This system is Designed for a Type 1, four bedroom home and in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are typical of SCS soils mapped - HeB - Heyder sandy loam. A seasonally high water table was located at 60", 66", 68" & 76". The bottom of each trench must be located at least 3* above the seasonally high water table. Test holes #3,4(dated 6-22-84) 7,8, & 9 (dated 4-12-89) will be used. The soils at a depth of 18" & 30" have a percolation rate averaging 4.7 min/inch and are adequate for a standard treatment system. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. (Mercury floats are a good method). The supply line pipe must have back drainage to the pumping chamber. All neighboring wells are located more than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction as much as possible. The treatment area should be marked off before construction. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Recommend to pump the septic tank every year if there is only 1 tank & every 2 years if there are 2 tanks. i2. *C-/i Soil cnH Pj-rrolation Test, Steven B. Schirmers Qs S**ptic System uentgn SBS/ds i 1 Vu.IVJf ^ oS 1''ijw ml\m y.0^ ^'“1 5«Js%.%Isg U.tSL« a.? Ss5£‘ ^ I f ns®5 ■Sti§ ^i S 3: ^! 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A> -t £ST 3 iai-3i if Jlii 1 SSsoa tf^iiiT 14 --I!Pi I s i: I li .2 'iiyf'^‘3 II*.?JC 9ii so o IE.'/-e2.i:r»•X HI:i HI ^I ^« 1 •■S i2£TJf ?! fui <» £'o 2:>i«i I 'S 2 ~ ^ I i V s ^ » -J •' w 03 § « I3» A kt•?S« 2 I? *‘ J I 5 ■I ■o &i I iCl *® V d la 5 8/il•«o S 5s_ i S 2 eSIis3 II*5 rs*«■ I1!^II§V <£ £C/JlH ua&>;■ ' U' -a If\c5 I i orJa-3 Sumfors Certificate SURVEY FOR* I.aurcnt {) Associates OCSCRIBro AS: Block 2, FRnNCII CRHKK, City of Orono, Hennepin County, Minnesota and reserving easements of record. • CITY OF ORONO A SITE PLAN .V G.RADING PLAN Stapppoved L APPPOVEO WITH REVISIONS DATE % \ \ \ \\ \ \ \V.\\-n \33\ \7^vlfaO.l o \3:•«»♦ I « Bll ^3flllra X3I •«<//|M«Z I♦•S'4^/UB I1%/M «J4r-/ //%/ .0 //1 /y /J-I 3r //M II \1C /•n Si n.//4X ///%»*?// 341.1 / //^30'»Vr /T»** Lim 43 f--T ..>/■ AJO'^PWOfOSeO ILEWTIOW8 Tap tf FowiMton ■ 3(.l. l Oaraft Flaar • sgp. 1 Baaamanf Flaar • ^ii 1 Afprai. 9Mar Sarvka ElM. ■ Mir4 Prapatatf Clavattana • EattNfif Elavatiafia « Dralnafa DIraaflaiia Oanafaa Offaat Slatia • ■ nwi.8iTiMicmqmiiRiiTS Frant - 3 5 nipn Wit - W RPBr-BS •MMtHa-tS seALE: t Ipak a so Fkaf I; I I I I I i I I I i I I OA •)HEDLUND Ptmming Enghmrtng Sunmglng liiiW n■■^l^ t kataif tarlffy Niat iMa aaraan a(aa ar rapart um ptiparaa kv mm a» mmtt* mm airact aapaxHIaa aaa Ifcat I pm • aalp Waflaiaraa LaM Saraaiar wiaar aw Iim af aw ttala at IMaaaaafa. MPNO.: ftiai- lie aaaf uaarni* Laura.. 4> a I r . v ■- L-13 '*•- . I;-: I'' • 4 XfOeatlmi or ?TOj«et SA c (e ^ftVoc^ ^ ^ ‘ »B«rlat« Mdtt hf cartes _ teM ClftMifieatlM Sy«t««: XXSI© __* TJSII^SCS —t IJalfltil i > ■■■ ^ itefwt «»€d (eh«ck two)! Hand ©r fowar _; Vlifflit _t •» ••ek^t otli«» I •'' ' ' I : !w r ;-,-^/ > • Ev: r:- m * It i- r-: m,^ f- Oiftti, in fMt Borliix nnHbwt 5 Stttfae* eltvAtion ^0(>^>c>\\ tj<Cv^*^So.r^-A Vo«w»v^i ^ bc»<K R‘- I* cv«^ Vcn>;^ 2 ^ro^-Orx ^C*.0<L|J^ Voo-rs-^ __Vh*. _____ 3-^ ^ C^tA.iUcrs's ^C^OcL«, 5 — 6 — 9 — 10 — 0^fou>>«-N r- VH" C.Vo^ __ ^w'Ov-OrN \ocvt^c^ 'V.O ^COw«iOk Voo>-<v>v^ %V\C. ___c.'.iv;i!?L,____ 0 ^COw«^*^ P\oC. . S<XrNcJ^ jV/a’.‘??:U'____ End of boring at 9;lx __ foot. Standing vator tablat Praaont at_ _ _ _faat of dagth. houra after boring. Hot proaant in boring hola !fottlad aoil; Obaarvad at 5_fant of daptb Not prasant in boring hola -• «9 i .-'1 .V-' "I'lr' : -.- 1 tiiwaiiiirth^ii ■■ Vh^r I « Oapth, in faat 0 loring wmtnr Surfaca alavatien ?op^oA OCc.^ SrOwarx 5 — 10 — C^oyC K. ft Covors \ OCkCs-^ ______ ____y>"» V*\o- _-- _________ / OwiarN Vocw m a (VmC <XkV.<V\ \*|D**» s*t^ *<v^v ■'V>\-V»o.^ Sco^i-s Voo.«yv»^ ^•b'.Tiiy _ _____ ______">*iOM&V_______ Bad of boring at faat. Standing watar .tabla: Praaant at_faat of dapth» haiura aftar boring. Not proaant in boring Kola sL 9 Mottlad aoil; Oboaraad at •SVa. faat of dapth. Not proaant In boring hola _a ■I ■ :■: ' dl ■ '4 4^ ^-1 ■ • ; t % m .. .m. ■mL-13 , • CSR:?:riCA?IOX # 0CG27 Locs of Soil Borincrs Location or Project John Laurent t Assoc* Lot6» Block 2» Fronch Cro»k»Orono Sorings made by s-P Testing. Inc. Steve Sehlrmers Date 4«12"89 Classifiction System: A AS HO ? I’SDA^SCS X : Unified j Other Auger used (check two): Hand X , or Power » Flight , or Bucket X 3 Depth, I in feet C - 1 - ■r- I,3 'M--: ?/■ 4 5 - 6 I 7 - f’-- 8 - Boring number^7 Surface elevation_ 949.2 Topsoil dark brown loam 0-6" Brown sandy loam 6" - 1*8": Brown loam 1’8" - 3* Brown loamy sand 3' - 5-1/2 Bro%m sandy loam 6*4"-mottled soil 5-1/2* - 6-1/2* •*4.ay brown medium sand 6-1/2* - 8* Depth, in feet 0 - 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - Boring number 8 Surface elevation 547.3 TO{^koiI dArx oroim loam 0 - 6" Broim loam 6" - 1*10" Brown sandy loam 1*10" - 3*2" Brown loamy sand 5-1/2•-mottled soil 3»2** - 5*8" Gray brown medium sand 5*8" - 7*4* Gray brown silty fine sand 7*4" - 8* >. ■■ 1 ■■i m 1 } 'i Snd of boring at 8 feet.End of boring at 8 feet. Standing water table: present at feet of depth. Standing water table: present at feet of depth# ■i hours after boring, Not oresent in hole X hours after boring. Not present in hole_ _ _ _X 4 Mottled soil: Observed of depth. * Not present in he’e Comments! Mottled soil:. Observed at 5-1/2* feet of depth. Not present in hole Comments: . f-r ^ • CERTIFICATION’ # 00627 Loos of Soil Borlnqs L-13 ■ Location or Pro'<ect John Laurent & Assoc. Lot6>BlocX2y French Cr—k» Orono Borings made by g-p Testing. Ine, Steve Schirmers Date 4-12*89 Classifiction System: AASHO OSDA-SCS X_? Unifiad_ _ _j Other_ _ _ _ _ _ Auger used (check two}: Hand X or Power , Plight » or Bucket X 't.- Depth, in feet Boring number 9 0 - 1 - :.f3 4 - m. 5 - A 6 - ^ 7 - 8 - f. Surface elevation 952.6 Topsoil dark brown loam ^^0 - 6" •• Bro%m'sandy loam 6** - 4*2 m Brown loamy sand 5*8"-raottled soil 4»2'* - 6*8« Gray medium sand 6»8» - 8* Depth, in feet 0 - 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - Boring number Surface elevation ■I End of boring at 8 4eet.End of boring at feet. Standing water table: present at feet of depth# Standing water table: present at_ _ _ _ _ feet of depth#/ I'.ours after boring. Not present in hole X_ _ _ hours after boring. Not present in hole e Mottled soil: Observed ^e?th. Not present in hole I Comments: Mottled soil: Observed at feet of depth. Not present in hole^ Comments; » ■ iinti.n n p» ■'irrr IiTiti ti*i- W ■ .r. •{-;f: f- > i. u-♦. A ^ V..V,; > v;-1-X4 ^^ -V - . ,,.. .•fmocfua^im test mxa sheet : *,• %' I ' r } . V I'- T«st liols locatioii ^’A ^ • U ^ RV ocVc ^Mm mmkmt 3 Date tMt hola ««• wpartd • Diaattar of hola* Qp ihehaa. Dapth of hola bottoa, ift Ineliaa. Soil data froa taat.hola: Depth, iachaii n-R" Soil toxtttio a**- v3t- CV.fK ?Vfv^r>w Sg-oA^^ Vq<Vvn-v ?)e>.rvfLm Vnrv ^v/-v \T‘ \U cV Hethod of aeratehint aidaoall iaehaa.Depth of pea-aited praveX In bottoa of hoXe, _ _ _ _ _ Date and hour of InitlaX water flXXlng C.-30 RM Depth of Initial water filling, inches above hole bottoa. AXi Method used to aaintain at least 12 inches of water depth in hole for at least 4 hours r iL\\~c>i>-\CLXji.r. SvpWt Percolation test readings nade bp starting at (date) during test, (o Maxiaua water depth above hole-p*a« inches. Tiae Tiat Interval, Minutes Measureaent, inches Drop in water level, inches Peraolation rate, ninutea per inch teaarha \VlCfL Q-.o\ Cb Co MNq 4Nft M'/r *^3 -; 'ft Percolation rate ■ '----t ", ^ ainutes per inch. , i-i :'-t' ■i; # ■I m i■" 1 * •J J ■’i j m I ■v'V ■ . :r. * X . . y; 4 . '■ ; -■ Ai»-> . kx r.- . .^r y.. . >■'- :- L-U •• •*• . :■' ' *' '., i- •■'■yatcoLAf low tbst pm sheet T€*t hole loeetlon *::V> Lc- C» CL Date test hole vae prepared Dlaoeter of hole* Inchee. Hole BuWber_M .'■■V Depth of hole hottea. 3o inchee*;■ t!. I' I Soil data froe test hole: Depth* inches O-VCy*r>. \Cy’'- to- Soil texture \V>^jysc<A CWfVt OSok.C.VL J fi^rfSL V.CiCv<wo< rvN' Method of scratchine sidewall J^cN£r m Depth of pea-sised gravel in bottou of hole* Date and hour of initial water filling Depth of initial water filling* P> inches above hole hot ton. inches. ■m >• ,;i Method used to maintain at least 12 inches of water depth in hole for at least 4 hours i>rrV c\efA.ek Aolc- A-f-. ■f ■:■■■■;'.■ Percolation test readings made by .he fs on (date) during test* starting at e &_____inches. VVVVCi • Maximum water depth above holep.m*'11 Tims Time Interval* Minutes Measurement* inches Drop in water level* inches Percolation rate* minutes per inch Hsmarke # iLia U’.^O W.\P»> vv.:iV w*- Ps \vA^ vv.^i A ii LO 4M& fo H'Ia VQ 1 j \o \0 • 4 Percolation rate «!<3.i ■ C' minutes per inch. ■ 'I m CHP.?.#0CC27 PEIICOLATION TEST.DATA SHEET PiTco^ation ••cs! rvailiniis nat!e by.S-? Testing, Inc. ^ 4-13-89 uimt T.s<ScV■—.;..XotS.Bllc.2,Fr»hch Crc^lt.qtanft-to__1 30 • _ - - 6Depth of hole bottom , Ovtir tio!e was pftpamL 4«12«89 . Jnehe*, Diameter of hole.jnches Sot? data from te*! hole: Depth, inches 0-6" Soil texture Topspil dark brown loam r:': - iv r I' f H' r.--l- i I I I i I 6" - 20-Brown sandy loam 20" - 30".Brown loam Veth'.H? of scraich'rt: * Knif a Depth of gravel m hottom of hole-2 inches D*ate and hour o'* initial water r!’lin{i.lll2;-22-?!5^to?\ni!ial water filling----11-------inches above hole bottom Me’hod used to mainuiin at least! 2 inches of water depth in hole for at least 4 hours. Automatic siphon I ■J •■ii Maximum water depth above hole bottom during teW.6 jBChn I Time I Time interval, minutes Measurement, inches I 1 Drop in water level, inches ! Percolation rote, minutes per inch 10:58 prefill 6 I 11:08 11:23 I II 2-9/16 Remarks 11:28 11:43 N 1 m 5.9 15 min m m m 11:44 11:59 m m m m m I I i I 1 I 1 t I X •• Pdaolutionrate - 5.9 mrS• p » !0 ■ •'*1? . ' . CESS.#00627 ••• * * PERCOLATION TEST DATA SHEET PcWutiofl w, rcd-ng, nndc by-----S-P TUttlW. IM^-------wisUrM-Wl**------U>lM— T —....:-Lot6,blk.2.French Cre«lc. • Dtpth uf ho!«bottofn_-2£^i---in?he«, Oiamctierofhote—L——indie* Soi! data from vts* hole: K i 23.. 0 r .gr- • €• - 22" 22** - 30* wm Method of scratchinjr sidewall. SoiltcAtwe i TrtptEft^ 1 ifarlf -brawn laML Brotm lOAffl Brown sandy loam Knifs Ooj'th of i'nvc! in Srttom of hole. 2 Jnches Date and hour of initial water fsllinit—lli2z£?l 5fln!lial water filling----i2__inchw above hole bottom Vet’vx! used to maintain at least 12 inches of water depth in hole for atlcast4houn Automatic siphon 6' Maximum water depth above hole bottom during te»T inchet Time Time inicrval, minutes '! y« I easuiement, inches ^ Drop !a water level, inches 10x58 prefill Ihncolation rate. minutes per inch Remarks I llt09 i 11:24 6 M 11:27 11:42 11:45 12:00 4-3/16 3.6 • 15 min N I 3-15/16 3.8 m m m 4.3-3/4 4.0 m m I ! I n- 1 I .1 • i K i fVa'olation rate ■ 3 ^ per inch. 4 ■■■ - l ( I ! I I f * R"v' CERT*#00C27 { * ..,,I8Wt ..» , '■ -0^ N )PERCOLATION TEST DATA SHEET ^crvolutioRtc^!rc:ti!in»smac'e^ S*P_ Testing* Inc> «%w 4*13"89 Ttf s*. bu!e locaiiof ■.ta ,,.,^.Lot6,Bl)c.2,French Cre«k,^p.9,nsu 9 -----------4-13-89 M Dep’.h of hole bo*.:o*n.30 Jnchc*, Diameter of hole.6 Jnches Soil «Jata from rest hole: Depth, inches 0-6* S<mI texture Topaoll dafk XOiUBL 6" - 30"Brown sandy loam ■’i4 Vcthod of vruiching sidewa!!.Knife Depth of gravel in bottom of ho!e- 2 Ditlc and hour of initial water filling. Jnches 4-12-89 initial water filling.12 A inches above hole bottom ycihod v*:ed to 'naintain at least! 2 inches of water depth in hole for at least 4 >*««»*- Automatic siphon Maximum water depth above hole bottom during tesL 6 Jndiet I Time I Time interval, minutes I Measttivmeni, inches Dropinweter level, inches 10:58 praflll 8 Beicolation race, minutes per inch .^1 Remarks 1 11:10 ; 11:25 w 3-5/16 4.5 11:26 11:41 m 3-3/16 4.7 15 min «m 11:46 1 12:01 «m 4- I > «m m 1 t I I I I i Bnculation rate 4.6 jninutes per inch. ■ J ■ii ■j .■.i ■ .1 k f.-* -.11 ..^k.'r iH’IMii aiiir I n i -fitri liarnr‘'■hMii [.!■ m i D-4'•ac'.wihPu ■;i 'Kv-: lf‘‘ 'Jv ■A.:,! y- := '•'y ;■"■-? y ‘ '^■0 -■ Aj'W y.-Wa " Ai^§1 SiiS\ ■*! 5 * ^ i i . \\\\ I "'mr \\E» ^\ A., : •.. y ■\V) =g uj\N ss(M\?;2 \\\•■•V\\w ! VV^'W \VViksgim^yw:V.s?g \u\V I * y.. 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SsfilQf •8•f , §S> .21!^;* .••T.i«:f; »■• .V' /x •••!'»«.. •:<k./ ■' iSuiA;-z •IP V•V.. •;•» :.v-^ r.^'' ' ■■' ■■ • f':. ;■'*■. r;■:■■: '/ u SHHlSig ■rfe« J :i r ■. fim i } K~ ^'*.!*' a I i ? :< ' --'v"' ■ -f} i P ■ ,, . :t ■«.1 m\ I ! b9^ Vizo 1 92 n’’." ' •! *• ■ ^ k§mf:kk^^: • •;. > . - •■•■ •-• . •: ii '•‘‘yi} •{(y- ♦ • - O *<»!*>*■■ *.iii *z V* ' h ■^-Ji z .•a y/•• • ■?•(A U• •• • •za’ % i • •: 11 <a§•>V ^ v5-p d a> • •:2 . 1 rc^-.uiII3Z. .-::1. . •.: SA hI ••.’. • •r'.vX'S z=iMI M 3(0•m^,^A*- S•AVr?*V.<fe>- \4 s-4 ;0 Ui Mi t '■' -'Cl': ' ■ V • •%* V --S: .1 , ’• ••-■ % . i •»•: : •l, • .■■ , :. : T., ■-.,'% r 1>PERCOUTIOH TEST DAIA SMIT ] • TMt hol« location S*Ag. (o |&\ccV^ ^ Onto tost hols voo propored Dlaaotsr of hols, (j Inchss. L-14 L Hols nmd>er , Oopth of hole bottom. ?,0 Inches. i. Soil dots from test hole: Depth, Inches O-fc’ Soil texture I « • •% •. To^OScViV rVjLfK Vo( P>f dVcokA \oCvCVo:oL.v VN- W •. Ift-VcaCK^'Ss.wV 4 t: M l.r- »■ . ► - *.r.' ^. J.y -i iv?v \fc"- 50“ MecKod of eeretchlnm eidevell _Kfv\r€. Depth of pee-sised srevel In bottom of hole. Date end hour of Initial water filling . Depth of initial water filling, _ a Inches. ft Inches above hole bottom. pT jji'v •■ ■ I ■ ■ — ■■ - - --—-- - - - - - - - -•- - - --- - - - - t- • Percolation teat‘'readings node by on il* K 4:>02'B*4 startlna at U .Ci'> CO>"^, Haxlnum water depth above hoi ■ I a. Y * *'* ■ p«m.ldate> Hethod used to maintain at least 12 Inches, of water depth In hole for at least 4 houra- r\r^. CNCfAgA AaaSL hole •1 during teat.ft Inches. V Tima Time Interval, Minutes < Naaaurement, Inches Drop In water level. Inches Percolation rate, minutes per Inch Remarks ## V\‘0*1 W.V^ VML f •W.iS w ^ ft I 8 f. ,U ' ' 8, \x\o R A S’h A it A «• V:• t ^ * / Percolation rate •.< ■ • •minutes per Inch. I! L-14 •».. PEKCOLATIOII TEST DATA SHEET X • T«st hol« location (o f V . ; r ' Holo nunbor A Data taac hola waa praparad_ _ _ Dlaaatar of hola» (o Inchaa. « Depth of hole bottoa. 3C> inches. Soil data froa teat hola: Depth, inchaa _ _ Soil texture Vq^SC^vV OjCvCVC. £.rc:.4..yN ScvfN^^ a M"- \0-Cbt>C 0^rc>e>:>r\ C\cM.\ \c^c»>'(N'S ID*- 3^- ZJ »~N^ 1*^ r ftwCC. S ox Vc?C^C»*N Hathod of acratchin* aidavall ^r^SC DeVth of pea-aised gravel in bottoa of hole, ^ Data and hour of Initial water filling CgO^-8*^ ft if)::hea. V\ cv ■ .-N** Depth of initial water filling.inches above hole botton./ Method uaed to aaintain at least 12 inches of water depth in hole for at least 4 houra rvfN*^ rxlgAftL ‘Vo S>OvV^____________________________________ Percolation teat readlnga suda by P ^<.sV\fvo ot»-\ on (date) during teat. startle at _ a ft_ _ _ inches. Vv»c£i -p.n«Maximum water depth above hole Tine Tina Interval, Minutes Measurement, inches \\‘0& vv.lfc IV. 33 \V.3Cr. ft Drop in water level, inches Percolation rate, minutes per inch Remarks 1 s:....^ -V 7' u‘. 8 :XL v\-.'5V 8 ft .i-v 1.^ lo «l « Percolation rate ..‘j ^minutes per inch. 1 f vsT • i f.; • . i . j.--. L-14 pno^vnoRjuT^om^ai >• ,:'A** ; •:tMt holm loeation (t?. RVocVC. A.t Hols nuabor_ _S 1 1 ■ * Data taat hola vaa praparad Dlaaatar of hola, Co iochaa. Soil data froa taat hola: Dapch, Inchaa _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Dapth of hola bottoa. \& Inchaa. r * a*. \3l- Soil textura *Tt2>^SCH\ K S^fN^UA \ogv.^- C^cV.. SarvAok o\olk.\ Vqo^<n i U"' IG- 1 / u: v&L ic^ 0*0 r-v C-VoL^ ■i 4* • %- ' Kathod of acratchlna aidauall \<fN\g€- OL^ars Vo^<v^ ^ ; V Dapfth of paa-aiaad traval In bottoa of hola, _ __ _ _ Data and hour of Initial water filling_ _ _ Dapth of initial watar filling. Inchaa. V.?Oo.o-x. inches above hola bottoa. V S'-r • Method used to aaiatain at least 12 Inchaa. of water dapth in hola for at least 4 hours ClxA~c^cc\dSh^^ t •*? Percolation teat'readings aada by V? ^e^\rNA , *5^gof fx on atartigg at (data) during taat,_____to ’»• inchaa. LXLi J*;, c ^ . '' -p.a.Maxiaua watar dapth above hola TIm TiM Interval, Minutes'^ Meaeurapant, inchaa Drop in watar level, inchaa Percolation rata, ninutaa par inch .* • v:i Ranarha \V.Cf\ Q-.o) Co (o j';": Aa-BTi lo MNa I “Vi t.; V ■ V \ K/' i: vpii^litidn rata ainutad'^par' Mh. 1 : r- i *' ■ \ ! • I ;■ L-14 m.' •PEKCOLATIOW TEST OATA SHEET V V* T.- Tmmt hole location C=>. A Dato taat bola vaa praparad ^ Dlaaatar of hole, ia Inchaa. Hola nuabar M jt Depth of hola bottoa. ^ lnchea< Soil data froa taat hola: Depth, inches 0'\C>” Soil texture .“r^Sc^A Og.ra Oarx. P^cc ««C\okCK| ?^<rpv^^p> .-N SooNC^^VoC. J Vf\~^ 30*ipvpy^ ^ *ClcKC>,cVwJ Method of aeratchinic aidawall _Kr\vf g_ Depth of paa-sisad gravel in bottom of hola, _ Data and hour of initial water filling Depth of initial water filling, ft inches above hole bottom. inchea. \\yC)cvjN> Method used to aaintain at least 12 inches of water depth in hole for at leaat 4 hours OvcA- CyffA^fA. A.okft Sca\Si_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Percolation test" readings made by on .-><0^ (dat^ during teat. starting at •• ft VV. vCb on .4 T • Maximum water depth above hole . inches. Tine Time Interval, Minutes- Meaaurenent, inches Drop in water level, inches Percolation rate, minutes per inch Remarks U‘^0 VU\ft p. u-^o V ‘ Vv.SS A Ak U.^5 B LO fS m^Ie) to ’■ \o \0 i Percolation rate ■_ _ _ _^..3.i*.*-minutes per inch. - \ '4! f A f' \• « L-U ; ^ •: FBRCOLATIOW TEST DATA SHEET t«st hoi# location C=> ^VocV. _ _ _ _ Data taat hola waa orapared G Diaaatar of hola» Cp Inches. Soil data froa test hola: Depth, inches _ _ _ _ _ _ _ Hole nuid>er S Depth of hole botton. SO inches. Soil texture VooSqA V^CvCV^ .:X>-s'A.«-\ \oCv<n> \ 5 C^6wf W. P>rr>Li3r>. eVo^ Vc««U‘ \M" VM-. Method of seratchina sidavall KK. ^Coco^r-s VoQviN^ cw Voo. Jyt'- io"- fv>f A VLX'T*^C^r-.A Sc)>.*^C^ «.o| ui.CS <>»♦“ \t»o- •>'>x 9^inches.Dai^h of pea-sised gravel in bottoa of hole. Date and hour of initial water filling Depth of initial water filling, _ _ _ _inches above hole botton. Method used to naintain at least 12 inches of water depth in hole for at least 4 hours _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Percolation teat' readings nade by .Sk.eOcr\ &.ScV^%ctv>< on (date) during test, Cp starting at AV‘v3l.*-p.n.Maxinun water depth above hole Inches. TiM Tine Interval, Minutes Neasurenent, inches Drop in water level, inches Percolation rate, nlnutes per Inch Renarks \v.\a. \v.33 VviTi II fe;'- i ■: \\4'> vv-3b L. \a-.oi M'U 3.0 . • 4'Ib 15 3.4 Percolation rate ■_ _ _ _3.^nlnutes per Inch. M -*. I' I ! f» , ■: s* \ \ 1 r i i f u... I.-U PEKCOLATION TEST DATA SHEET Ttt0t hols location l=> ,fe\QC><C^oL Dntn toat hole waa prepared______-rM Dlaaeter of hole, (o Inchee. Hole nunber (o , Depth of hole botton. 3.(o Inches. Soil data froa teat hole: Depth, inchee Soil texture 6.**- \er C.\r^Ov \cc*»-N v..\ 0( ^COsj^rs Vco>><v^A Sc> 3y-3C>‘'^fou>^rs. rvNg A-.v^-oos. v>^j ^ccvCCS. ^ocv>^-n. Method of scratching eidevall Depth of pea-aised gravel in botton of hole. Date and hour of initial water filling Depth of initial water filling, ft_ _ _ _ inches. U’ SM \\v\3a inches above hole botton. Method used to aaintain at least 12 inches of water depth in hole for at least 4 hours rvfA: So AS Percolation teat’ readings made by R on starting at \{.\^ . Maxlnua water depth above hole (date) during test,_ _ _ _o inches. Tine Tine • Interval, Minutes Measurenent, inches U.V^ u.^q WES’ 8 Drop In water level, inches Percolation rate, ninutes per Inch Renarks t 8 ')V& \a.o'\ Q'N .8 6 S1A U. SVi \A 1®L Percolation rate ■A .ft minutes per inch. y i .! i - -*.■ - -v La— of Soil BorlnM L-13 . location or Frojoct 4? j&\ocX ----------------------------—---------------- ■^4.,. by R■S4U-■^^trS----- Vtt,-----(g:^! CUMlfleattoa S».t—i AASHO OTM-S^------; Onlflaa _J_i oth.r Mad (chack t*o)i Band or Poirar___; ni»ht-----, or Buckat other /• • * !'■ i' ■ '• f . ■ f. .. V DoFth. in foot «<r Borina nuibar ___ Surface alavatlon 1 \r ■ .a t. ' ;5 ' •C »/•r Oo.C^ So«->du4^ _________0-(g- ______ _____ J fc"-lU" 8r Oy:»<-N_____ 1 ^C’ObAit'N OS'NC VVtCN'N i.O( TrowCtS o? Voo.»-v-N Iti'- 3>'ti-_______________3 — 4 — % 5 — 1 — 7 — 8 — 9 — m- : ' t;;.::------ a a ^COcO^ C<NC.8^»\JUbN>S>CM><k- ')*8- c>'>o'V:i.V.4'\a ,_________^ ------ __________&-9:d^L, ■::;v .. :■> Ind of boring at BV<3 _ faata Standing water table: Freeent at_ _ _ _i««t depth, _ _ _ _ _ _ houre after boring. Hot preaent In boring hole _. Hottled eoll: .1 - Obeerved at - ia*t of depth* Depth, In feet 0 Boring nuaber Surface elevation 'Tbp'iO .X Oo.C'itv ^ro^rN. \t>CK4N-> 5 — OCh< 'IC VoOwiN'N \o ‘« t'lO** _________________ '3>rchAi.“s c^c. <k'hhjrr> 0^1 ^ routes ov Vcsc^.'^,. _____ ______ria"- 3> > . 2>r ^^e tk. eVt-N-X a 10 —i End of borlnp nc _ feet. Standing water table: Present at feet of depth, _ _ hours after boring. ► Hot present In boring hole /_ _* Mottled soil? Observed at f««t nf depth. Vnf horine bo e -i I; 1 V •t 4 \ I ■:' A ; t- I y;: - r‘-'^V; i •' ,•• 4- f It % l-.,- 5':/ r* I toeatiPii Of Froj«et SAcCo _______________ L-13 ■orings by ^eo€.>-\ ^.S>cU>crH<cs Dat« (cO^-8M CUttiflcatioii SyatM: AASHO_____; USM-SC8_____; UnttM .C \ oth«r__ Aufmr iM«d (cheek two): Head f. or Power___; Flight___• or Bucket other Depth, ia feet Boring nuidier Surfece elevetloa . * 1 — 4 — o 3 — 4 — « 5 — « — 7 — B — t 9 — XO — ■'V- - *r ’ ____ ____0>&" ___' ___ ^o<K fi*- {‘ Voc»T>-^ ^rOyi^N !♦- VM" CVft-*^ V0<X<v-s, _ 3>r OcOr>,> &.rv-s '^fOvOrx eWe Atv,A^»N->v .3'8*-Siv^V.\V; P S'-(c.'A- SucncL ^CO»^rx \oo^<v\x^ P'\^€_ *barN<L. ____ . (JJtt _____ __________________ ». ■ ■•- ■* lad of boring et feet. Steading water table: Preemt at feet of depth. houre after boring. Hot preaant la boring hole J Mottled eoil: Obeerved et 5 foot of depth. Mot preaent In boring hole V Depth, in feet 0 Boring nunher Surface elevation 10 — ?bp^oA OCr«^ CiW V^SaceVv.^ ____ ____ 0-\0“ V^c^c Vs, ro.uO,-N \ OC‘.»'S-^ _______ ____ID"- Vscyi__ / ^COs.OrN VoCv<VN^ A'vcA^^v.viVs sXM^cL_ TiQ-. S'/a!-<vvoAA\..>vv\..'<y _ 0)CocO.'^ VcC'’<N'N'»^ ^ %»».€-. »G*Nc^^ 0 ________________________ . 1 End of boring at___S)^:_ foot* Standing water table: Present at •_ _feet of depth. houre after boring. Not present in boring hole ^ Mottled soilr Observed at feet of depth. Not present In boring hole _ _ _ i [ t. % ■i I tr * % I > V is •. ’. I * ■, , 4' i Jorln^s .Loeatiov or Project SAc. (o ^ 1-13 lorlfito Mdc by >x^. .-x ^S><.V>\c <s^tf s Doto , Clooolflcatlon Syocoo: AASHO_ _ _: USDA-SCS_ _ _; Unified _£; other Aumv uood (check two): Hand /, or Power_ _; Plight_ _• or Bucket other Depth, ia feat .0 Boring nunber Surface elevation 1 — * .2 — 3 — 4 — 5 — 4 — 7 — 8 — I 9 — 10 — Toi>'>0»l Oc»CV<^ Vocw-v C>C*.CK i5,rtouo^ SucmJl^ c\«^ \oa<r>» J^- VAZ. iMa> ^*>*^*^ Sro»j>3r^ VfcCv»'»v*^ • C'^CciC.VkJVN ^X%mL <1\\JH(N-N ScxcA u^/ Tcaccs Or 3-^.. Voc*.."%'n •»' ^fOoirs OcncA-^vx^s-n S>Ck.r\<^ QV.^c. Co &‘0*^- SaV:*^ Vc>a*VA oo.i«->fc ^vr\.C_ *^0 End of boring at SMa. feet. Standing water table: Preaent at_ _ _ _ feet of depth. houra after boring. Not preaent In boring hole J . Mottled aoll: Obaerved at _______ feet of depth. Not present In boring hole_/^e Depth, In feet o Boring nunher ia Surface elevation 5 — 10 —“ (OpSOt\ OufK \o<’C'*A>i'N VoC»»>i ^ \2»CO'-Oi'>» Q,\ck.v^ \ock%>»~s ~^face^ pr\ VoCx<v>^v^ __________riA-^fe-_____ > c<^.C A»cvo,'x ^C*.*‘nA^ '^TcxCtS \oC>.<^^ CockCSC Sxv.xcV ^ _ . . Wc, y2>*.'ouO.-N * r End of boring at feet. Standing water table: Present at _ _ _ feet of depth. houra after boring. Not present In boring hole Mottled soil Observed at ______ feet of depth. Not present in boring hole ./ Carve for La.rMH Muu:. ; .s^,SM, TION bOO PAGE 8 M/ Myeis SSM33 SUBMERSIBLE SUMP&EFFLUENT PUMP r I d 4 Myers 'i'.- « SSM33M (m.inu.ii SSM33A 500/9 Features Pump lmp*ll»f '» ly|><i ii|i)>inlnn Miiliplatnly nut ot vnlut(« pnataue nivtuy ful! openmij fur ficjw o( (iquula and solids Motor Housing is fuMvy cnsi iron Stator is pressud in tor perfect aliqnment. best tieat transfer OH nilarl Motor li’i (JimhI tii'iuUilinn (tiul iiiliii' xlii'ii <>( luMiliHin mill annl llbV Shaded Pol« Motor tma rui sl.irliiiq switch ui rolav moclwinisfn OvmiiMfl prolurliun hiiilt m Thrust Washers and Sleeve Bearings for sinuult' uperation long pump life Hularv Shaff Seal I'a*; i mitiilninlv7'll'iiiiilloil •i(iiImu ii r milily ('Hi'i’.rt' lllld inillip lliilinlli'l Switch Housing iSSM t »Ai i*. rumplr'lfly mmIi'iI li.iin MHit|> liqiii'l l ir.iiy M'lii' till l♦•pl.u.(•m^•lll it 'l■•l‘ll'••l Marciiry Switch ,’ii AMP i.ilino I ■ vIlMlIc’l 'III lllf |ll- • <1 IIM lll‘ '1 I I I iiyl'd >l'i liMii' iM.ilmi.il Minliiimi' nil <•l■lllll■lllli'il l•lllIlll li<iii|lh I • ;»' 4 In 'III I I’ll I I li|* li I ••will h I (I'ii'i'lI I><'wn Ml ) I’liMic Ihiwii I -in fii' Mil ricisi (I liy mi ■ Id.I'.UK] III! Ii'lhifr l(.•llyfll / 1 —T \ i r / era Accessories Myers offers a wide selection of accessory items for use with the SSM33 pumps adjustable level controls, wet sump cOitUJIs. alarm controls, electrical control boxes and switches, heavy duty check valves, polyethylene and fiberglass basins, etc. 1..' nin a ^ E□ C I Control boxes Automatic controls CImensions S8M33ASSM33M itv 1 irir ttv ^92 ^ m-m tv ytStnim •V .’MO ^niir Performance Curve CAPAOTY UTER8 PER MMUTC 40 80 80 too §z I 24 22 ao 18 16 14 12 10 2 7 ty I — - k J♦- "tt 15 20 25 30 CAPACTTY OALLONS P« MNini Performance Table -5 total Head Fiet I Metofs Gallons Per Hour M 1 1 F.i.•.1 i'4 1 -M'' 1 .“10 i ; “1 litofs Per Hour l Wt' 1 “10 I ;---f--- h t;', b Ml 11' t- • 'Hi' j I 11. ! - 4 1“ 1 '4!) 1 t'ln »;•' I.“.ii I b r4 1 ^'J 1 til. •’4'i ..V'! e.--------- s'vj* I ■, I •;--i Performance Capabilities Capacities to Heads to Pump Down Range __ 31 GPM^___I____[17. 23 feet i___7 meters _ 7 to 10 inches177 8 to ?S4 mm Solids Handling Capability Liquids Handled______ Intermittent Liquid Temp Motor Electrica^l Discharge. NPT Vt inch dia solids |6 35 mm dia solids Fresh drainage elfluent waste watfn 1 681i60T '■'HP 115 y^7 5 Amps. I «!>■ 60 Hert/ r :■ Ificll i ___38 t 'fllh •Aul'ui' iU M< II’I P«I nil A.'-’ V i- f I T i '-D 3 JJ 3^mGlu1 LEVCLARM Model DLV; Low Voltage Vlaval ft Audible AUrm 0 The complete hiqh liquid level alarrri system designed fnr sumps and sewage if’ M.v.t n • Audio a Visual war- if C <ai > v. tflt'v. • Dependable mer;Kr tit ' • Solid state IotiMrii 't-" ■ " ' • • . l "*• (or depriuJabiliiy • Low voltage ..I'lilf . lU ;t i.- sti-' !■ ' ' 'tt'l in the sump LEVELARM- Dl.V .ompivfe o p* a ' . ‘ 10’ control cord and m€r>.ur, i iro'. The i ri , t.vl needed for tnstallalioi v- .i sci.-a driver n r ®[LW INSTALLATION INSTRUCTIONS Using White Tie Wrap Strap. Secure float cable 6" above top of float to discharge pipe. Strap to be located at level in tank the alarm is to be ac­ tivated. Connect the two conductors in the float cable to the two terminals located on the bottom of the DLV. Plug the power cord into a properly fused 115 volt outlet The outlet must be fused seperately from the pump. The “LEVELARM" is now operational and may be checked by tipping the float upward. The homeowner may check the alarm after installation by pressing the "TEST' button on the front of the control. This test will determine that there is electrical current to the alarm. The On/OFF switch must be in the ON position for the audio alarm to be functional. WARRANTY The LEVELARM is warranted against defects in material and workmanship, for a period of one year from date of purchase, providing recommended installation procedures are followed. This warranty is in lieu of all other warranties expressed or implied and shall be considered void If damage was due to an improper installation or use,connection to improper power source or if damage was caused by fire or lightning. The manufacturer shall not be responsible for any labor charges Incurred in the removal or the replacement of defective parts. The manufacturer's liability Is limited to the replacement of the defective warning device. In case of failure due to defective material or workmanship during the warranty period. LEVELARM will be repaired or replaced at the manufacturer's option, at no charge if it is returned to: Vector Manufacturing 775 Colorado Ave. So. Minneapolis. MN 55416 M