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HomeMy WebLinkAbout1987-07-22 Septic System Design ReportSITE E VA L UAT ION AND SEWAGE TREATZ LENT DESIGN �Q TE 11AC I"1.tt, a T►/N,y Cal, /�EogeE S FEO BY PI PFR r Y Lv c A r,a ,- E�+c•e31n StiAv4l) ��rC �VAtc�wTC/S�AN�R r B. �A6"N S• JCL / /ADyywl, /S j 3 Z s, i�w •rn...rw l one a g. vo• TA MN. SSj93 LF�x7���c.oT�a✓ / 4,mo 4::AO 30G DA?d : J��7 zz/ /9t97 Tc Carr o� 6 so ao'PlI • i -- --- PAA7- �/s �09Bs ov � i i 70� Ago QI !o a 40TV-0 / OL �4 f G�/i 0-0 /-z"M 1 OQ/t'O i/T ^IIM O SI�•OriL T.v,��� �/�RG,tY z / 603 ) IDDOS A C, �� - �L rd,QI S % / e KeTpicT.y4 GwiB2 = :/ /.nc.r4 = `p � ✓ of PctiO.t TiT C ..v /AiwTi.•�I�vT' /'lRlq = � / iL� �, �, S� A0,4 Ts ,l f 2 r 3. /6 ♦ go. � � / �. 9 A- 1 3 / /—"��• s. 5v,d- SoZ,rb ,A-ef4, . /2/ t1' L ; 7or.OiM A%'/,7— 1. 4/Sf /2 �iAucT..✓ X-O) (�So6M)C /2'P �la?l>l VA1,1114rN 2 3 ol r ( Zo j Rov.r..—) T f 1,2pA 32•L [. f' ,S 2 /. R�MGM SPAc.wa CE, rll IV 0-4-61 -- : , Tr. Sr,..,op�C �r :.T .. �C1c.� !/�a S,.c r�•..� � a� T4•,-- Mas V 1.9 TAi a LT.-„j T-1Z.-Ot z /,s- Aco lo G. IJ ,TR,eLT al-i 1-14TNgr)� • -T -T- I T FQon+r S.or,C 1w-TAl• • `/,tT-(r.-- �rM• • �,�.o P lS ox � fr, t c �7 C V. Ct,'!�C 1: 4) - { `a•,�s� is // Fat- / N.M(•Mz> f Fir 2y CFT 23 i IOGG 4AL. �fOT1 � T.►.rK r003 GAL. �feTc 'T�►,.ia SEE z,,i 44 �t )'A/L ) - ._ - ---01 - -7,-Yo oc4b 60 S 6AL pcov%4. cw*Auo 16.22 44>11 rrc IOL Irf Awo G�tttweFRS .rG /�sy � T ' 1�>os,•-4 GAdosES / / / o sE "ILIA y 3. SPL�c7-S0_ / /osiN4 T j f� = /�Z Ts /1d �qt L ,E ��Niv /IcfN foc.aAitS i.• �sf /Zli G.IC/Di3V i W/?�N IT's r LAA4n9.re.t s wjbvlE /A- Z,4e (✓ /Zo UA/ -. ;75 Uosc�Daf • /N/S /S i9 �f./Sv�R6 �N4de Cf %,•ssy i... oAc+cR To ser" u3rLE �,� riyE SyST�...� �-�f�Ni+,vM 4/= G.• . V7..e /. s f cT �% /2 GPM `�•••P ro srA,- ,4#640 of yi ,iraa_ �sc ,� /�/r Aw• o yr AWST&Aor *•✓ 00, z. r, D.rr yr 15.5 b. �•csnov L.r� —�► o. 9� �V— eoo1'.z,;)(15 �f r�Q i s Trr � �rS' C C `�srr_+/1� / �. 7�/ •s 1 / cJ 1 AL /�4 E /1 Qr�•� T � / (o i S FEE r C/r• A / - ~ ` -r#Ai Dec,,.,QS 12 6PN+ D1AA r • 1K.'S 6JAD 3. DjCAj.-4ACk- 4) •T.tAL Aw ZMarw s 73 d L�. ✓.. , . N P.,a- z4.6 7 6a / . (2; jol iF -ro le) Dif A.w fAC Ac C% S )( 14. 8l � s �� 7 / ?. C�At ic I/ t i d ■ 7� uc riJw.P A IdK r i � .v AuAw., I G,r. s GAL. �,.,,. Cr rla. �ir.ar. G�Autr.= 332 G, ,. 2'0.5` ►1 Mc pry i 1 i • /20 G.a c o / 9 Gam, _ / 3 9 �iA/Ij.st •r. .IBC �wt� • SAC�t Psr,ct-to poo 3 C/3 Do 54� /!. 2 t GA S-rAR7Te i SN(iT O/< C.Ilr.QAG ToR _ SNAL L /^- S 1'6 f 1�L r�a uAi� NCc` H/IT�I Q�Con.a ��t/�..aNC', �� pF v' �"hi t LEiviTHj� AL'. &r rCi� �ld:A 6,0. I t 1 I C CONSTRUCTU dFF.CIFICATIONS 1. All construction, unless otherwise noted, is to be performed ;n •3trict accordance with the provisions of Ninnesota Rules Parr, 706O Individual Sewage Treatment Systems Standards (formerly WFC 40). Any deviation must be preauthorized in writing by the permitting ority and the property owner- C. water meter shall be installed to check water usage in the 3. The se tank(s) shall be vertical sidewall, watertight, currosioi. istant, one-piece, precast concrete with gasketed lid. The lid shaj .7 minimum 20" diameter coanhole buried between 6" anti 12" �.. '4' capped inspection pipes extending 4" abovP grade, ce-ite. .ae inlet and outlet baffles as noted in t` detail drawi-q -ji-j and incatior of tanks are as noted in des,gn data and on layuuc sketch, resnectivily. 4. Septic tan:, baffles shall be made of acid resistant plastic or fiberglass and attached with at least four corrosion -resistant connections per baffle. 4" sanitary tees may be used in place of baffles . The baffle dimensions and placement are as noted on the detail drawings. 5. All sewer pipes shall. be 4".dia►. _r, schedule 40 PVC or of greater strength and shall be laid wherever possible on firm, natural soil or, if necessary, on properly compacted backfill. 6. Construction vehicle traffic --thin the drainfield area shal_ be limited to backhoe and/or sm- tracked. vehicles before, durinE„ and afzar infield constructioc.. NO soil from the house excavation or any ctr source shall be place on top of the drainfield area before, di ing, or after drainfield construction. 7. Drainfield trench construction may begin only when the soil to be exposed during trench excavations is at a moisture content below plastic limit so as to avoid smearing and compaction of the infil-_ trat_ve surface. In general, if the soil can be rolled into a " wire without crumbling, it,is above the plastic li.•'t. See AASniU T90-83I for the a act definit•c,n and determination of plastic limit. i l o f' � flqkt•bsha 1 be in.I"'irm,ral soil. - inlets and outlets shall be ted in the detail drawings. 9. Drainfield trenct', bottoms shall be installed level aid parallel 1 to the surface cont.,urs. S •' layout sketch and design data for the conf'ir ration and 3imen:- f the trenches. 'french ittom; and sidewalls shall be sca►:, _ for to placement of tre,.c ' .7ock. 10. 'trench rock shall be c.:an insoluble rock 3/4" to 2 1/2" mean diameter. The rock depth below tre distribution oioes acid total rock depth shall be as noted it, 'gn data. 11. Jistribution pipe shall be 4" diameter PVC with a minimum 1000 lbs, crushing_ stren::th and one row of 1/2" diameter holes spaced no greater than 36" anart and installed at the 6 o'clock Position. Fipes shall be installed level with a slope variance of no more than 2" in 50 ft. down and away from the drop boxes. 12. Trench rock shall be covered with 4" of straw and untreated building paper or a thin, permeable, synthetic fabric from trench wall to trench wall leaving no rock uncovered. 13. Capped inspection pipes shall be installed at the end of each trench as noted in detail drawings, except that the pipes shall extend 4" above final grade. 14. Final grading upslope of the drainfield area shall provide for diversion of runoff away from the drainfield, as shall grading around the septic tank(s). 15. Turf establishment shall be the r owner. 16. The site evaluator/designer shall the effects of any changes in the desi preauthorized by mo in writing. D-4 JY W= w � a � o Ir w a 3 w Z Z _J > Ow o Ocr-W w w O a _ > W }• W pZ Ou �m (V Zw J a = Q 0> M Q> W IL H -� � Q F- N ce O F- > (L 3 a � -0 0 W> �w waa D m 3 a Q Xk u a �= a Q< 20 � w u W J OZ w ~ -------- J Z F- w > N icr- in y v :3 w i W u= wO 0 w o cn iz 0 Q 00 0 o o w 0 O ZZ > cr J a w Q .. _ o w cr- 0 m u lwl w cr- C1�f :. 1 \-Ai W O J Q V_ w o x 3 al 2 = W � H _ a) O 1 n z Q :D z M z z L cr �o��oZ C) O_ - N L V o_ 3 J w O W l' F- Q m V c O �: z a- O J O O W = M C-7 x w o H F a0 N H < W .-4 U)z z .. V) L -t3 tz w � ►+ Q J W W � r"1 LO gwo �� v) O S W z a H a woZ es oCd o "o ao W< H W H K" En w z cn P cn ..J O w .. w .G z ..a w o .• sW s. W Z V O H N az+ U C7 cn ® w cn w .o ..J Pz W � x La > h U z O ►+zzz OC<Q V v7 z r+ O w Ca 10 H N . K J U t w :n O O O rzDr + O v p w .j = x cn J.--1 a C1. o. V K r+ I` t4 W W W— O 'I. O W < ui LL T ✓1 K 4J v, NO Ca. w Cn L I O <Q r. © W C" - O U H U �--� W to n !. •+ CL z W z J W LAICHl1 W f- U H C 'L C+. a _j r+ .� W W CJ or H O z -C s O< W O O 1 H cn u n W :n w N H 0 Y- :D CL N q C1. W < W .a cn I--alW -: f- co w -J :a >. to H O < Cl O to H W O z 144" 1000 GAL. SEPTIC - 600 CAL PUM P 6^ 6" 37' Liquid Level 1003 Cal. Septic f I 603 Gal. Fump 27.1 Cal./In. II 16.22 Gal. In. Y 7 , CONCREIE FRODUCIS, INC. Rt. 1• Ls Crescent. MN S5947 (507) e95-4509 Casket 40 - ' to = `� i m = a w m� ~ N JZ O cn U U O O C N J W J Z w w Z Z O V) Z LO 0 IY F- I O O w to w acr_ z z 0 1 0 3 0E-0= ace J a O J= Z p J Z �, m 0 w Q to Y Q U Z m LLJU -, m W Q F- W Z W z L2 U W O =1N tj�, ..J U J m }- O W 1 a W O �i lD N cn ~ F- {i V J Z V) —IN Q w a W O W to N N Q rY (-- O J O >- d IX 1i 1 w W Y Z J F-• w= o>- In Q N U U J U_ F- n- U (�> Z F- a, O Q Q O O w Q Q N p C J Q C) o U F- Z 3 m U = �t a F- a.- z w w w Q CI W U: U cc o ? Z J ]C Z Q F- Ca U � a �o W m V) Z w 3 J Q m O o a 3 r) O co J Q� Z O J Q LAJ o a O o LOG OF BORINGS SMI TESTING (Division of Schoell A Madson. Inc., 546-7601) 15332 South Minnetonka Industrial Road. Minneapolis. Minnesota 55343 (612) 938-6722 -----------•-rrr-•--•-•■--------rrr--------------------------- m ------- OB N0DATE: ROJEC /vL.. r.. /7. %:�.., .� AUGER "T ,~ ROJECT : „00 57 .,, TECHNICIAN: T• LASSIFICATION S UrI,A• // /AVLyfr[ SEAL.. = 2 -•-rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrr s` co"".� OCATION• S L LOCATION: URFACE r _ TWNG NO. SURFACE ELEV.m - EPTH FEET DESCRIPTION OF MATERIAL DEPTH FEET DEYS-CRIPTION OF MATERIAL TCAG OF 4AAkFL ��(A LC/L L " CL..• r. SL r �..+L Y M:l• !T A�� OOrf BQdI�N S A-0 V C4.A M.i ^L'NG OIf S.•lw,.n /J F/NCB ; iiOrNr �`�OrSN r w 3' F=0.0 M50• aM w GoA•tS-_z ��".•u S ' - ✓ -r0 S .NCFC"/:iNG /n/ /C �J ✓NLI.rv�C 3 End of boring at feet. End of boring at 3 %;_ feet. landing water table: Standing water table: Pre9eftt-*t------ feet oftpth. P-"seat- at feet of depth, hoursater-boring. -Aour�r--boy1A - ot present in boring hole o1Fott present in boring hole ttled soil: Mottled soil: bserved at 3 feet of depth. Observed at 3' feet of depth. present- n r ng-hole------ - -_. Not present In r ng-hole- - -- bservations and cc gnts: Observations and comments: Rev. 2/8 LOG OF BORINGS SMI TESTING (Division of Schoell A Madson, Inc., 546- 7601) 15332 South Minnetonka Industrial Road, Minneapolis, Minnesota 55343 (612) 938-6722 ---------------------------•----mama ..-------•------Samoa -aaaa- ••-----------------••--- JOB NO. 07DATE: '54,/07 PROJECT: T, r /T . • T /'ia•AN r e. �7� AUGER : 3 - du,,yr. PROJECT . /7cd F. r. ✓ TECHNICIAN: � � 7.rsr CLASSIFICATION SYSTEM:�_ 2' ....a•••aaa-aaaa---__a-a_.aa--_-__aaa-____ r_a_-a--aa__________ ____aaaa___________aaa_• LOCATION:Av Sr„s.... [vc.-SaF ��wr.v.r _.pal LOCATION: - . IBORING NO. 3 11SURFACE ELEr.- ICUKInb RU. I FEET DESCRIPTION OF MATERIAL 6 evwa , � YLV MO'17 G N% /► 4*,'Unn SAwIO 4' �/7r,...c T RCOp'3 �+ f (�FA� nn p7►C� C� ,�/L nd of boring at Sri feet. tending water to e• lot present In boring hole lottled soil: )bserved at 3 %a, feet of depth. servatlons and comments: DESCRIPT:OII OF MA AL End of boring at feet. Standing water table: Present at feet of depth, hours after boring. Not nt In boring hole Mottled soil: Observed at feet of depth. Not present n r ng hole Observations and comments: Rev. 2 LOG OF BORINGS SMI TESTING (Division of Schoell A Madson, Inc., 546- 7601) 15332 South Minnetonka Industrial Road, Minneapolis, Minnesota 55343 (612) 938--6722 JOB N0. o -m DATE : 7 /s% 7 AUGER PROJECT: . 3 • �..�r PROJECT tMION. o TECHNICIAN:�y.,Pors CLASSIFICATIONS ! l/, r.,•t /'7w,,,.c _ SLA aE • ~' � ■/ry..�r.r/.�yrr..D.....r..rrrr/rrrrw�r`r.r/rrrrrrrr�..1r....r..r.rrrrrrrrrr`rrrr/rrrrirLZ-4imrrrrr/�rrr LOCATION: J3,,...A� CfII UI! �M Lnr�r.a✓ ✓11 LOCAw0No: �tiwwl�i ,/lY ! l�.wf� PI-1 YKrAGt Utr.• 1 %66,1 IDUKIMb nU. 4 11.NUKrA(;t tttr.• 5.5 1 6UR►ns No. FEET DESCRIPTION OF MATERIAL FEET DESCRIPTION OF MATERIAL �O.i 9 SiL/6w1L C 5oAe0 6 :tlle „Jr Ll oIE" S70.0 — c.10000/r� Eo 13 :nd of boring at bl feet. handing water to e- h. lot present in boring hole X lottled soil: )bserved at feet of depth. a vations and coments: Bt�w.✓ e, ell. --, 7 l �AwVlL- .�Jr� rx.-C Q �l✓rJ End of boring at r7 feet. Standing water table: Ppesent at Feet of de hours PEWF n9• • Not present in boring hole x Mottled soil: Observed at j/, 11. feet of depth. Observations and coments: ev.2/8 0 LOG OF BORINGS SMI TESTING (Division of Schoell A Madson, Inc., 546-?601) 15332 South Minnetonka Industrial Road. Minneapolis. Minnesota S5343 (612) 938-6722 ti- /'DATE M..�(/�rr G; TE ��/I,�,,,. T � C....,.r AUGER & F' Ss TECHNICIAN: r ICATION S• piw0 L�ROJECi: rwrawwwwN: G.. Sw �. LOCATION: 57e R.r. , ��, e .�� ... a .w -- w ^.EPTH DESCRIPTION OF MATERIAL DEPTH FEET DESCRIPTION OF MATERIAL 1- �A+�Cta.r 7A.�.� </r►c. /`')o.Sr QAo.v..� �t.+Ycr RQ �01 s r i Z SAND _ T..cF d= Cc,rr r*ACC SA..i4 ?Ael Ct G�NfL EU6 / 1rcREa)f � jOnvrc S's' !p 1 i .,..(j Eoa End of boring at feet. End of boring at feet. Standing water tole: Standing water ta61e: Presen' Net of depth.depth. of present 1n boring hole Not present in boring hole x ttled soil: Mottled soil: served at /1-feet of depth, th. A- optNot present n r ng hole X servatlons and comments: Observations and cm ants: ev.2/8 SMI TESTING (Division 15332 South Minnetonka (612) 938-6722 LOG OF BORINGS of Schoell a Madson. Inc., 546- 76 01) Industrial Road, Minneapolis. Minnesota 55343 --------------------------- ��e -� , DATE: a T.v /`'k /�� � �, G � Te .+c .�.,w T--.., c efAUGER o r A..-. TECHNICIAN:ICATION S� ✓,..., �/"�•�� +� 5c..� :"� 2.rrw rrrN:RFACE kFEE .- „9L-"7 ]BORING NO. - SURFACE ELEV.- IBORIKG EPTH DESCRIPTION OF MATERIAL DEPTH FEET DESCRIPTION OF MATERIAL Artc_ / 51. E013 / End of boring at feet. End of boring at feet. Standing water table: Standing water t&BTe-- Present at of depth, Present at feet of depth. hours boring. of present in boring hole x Not present In boring hole ttled soil: Mottled soil: depth.feet of Observed at feet of depth. of present �n 6—or�ng hole x Not present n r nq hole nervations and convents: Observations and coo ants: ev.2/8 SMI TESTING c/o Schoell b Madson, Inc. 10550 Wayzata Boulevard Minnetonka, MN 55343 (612) 546-7601 SMI TESTING PERCOLATION TEST DATA FIELD OFFICE: 15332 South Minnetonka Industrial Road Minnetonka, MN 55343 (612) 938-6722 SMI Job No. a-cor Date Test Hole Prepared Date of Test s ' ,7 Project 8 Location_/7........ T.,.., G r /JTechnician Test Hole No. 6 Location �` / ��� Fes. HtA►IWAr.b �r� - Sri L..,•r••w ��+� Soil Data From Test Hole Depth(Feet) scription Depth of Test Hole Bottom: / feet Method of Scarifying SidewalT: /t/1 /"? Fo sCn Depth of Pea -Sized Gravel Added to est Hole: Inches Date and Time of Initial Presoaking: 5 /zp/A 9, S 4y Pr / Method of Presoaking Test Hole to- 14 nches for �,�,ti,, ,r hours: ���,.,.,. Total Presoaking and Swelling Period: — hours Maximum Water Depth Above Test Hole Bottom During Test: inches ■ ! ! ! IME ! ! ! ! ! ! ! ! ! ! TIME INTERVAL, MINUTES ! ! ! ! ! ! ! ! ! ! ! ! ! MEASUREMENT, INCHES 3 ! ! ! ! ! ! ! ! ! i ! ! ! ! ! DROP IN WATER LEVEL, INCHES ! ! ! ! ! ! ! ! ! ! ... ! ! PERCOLATIONi RATE, MINUTES PER INCH ! ! ! --------------------- REMARKS teec &t'D t 9 L 2 : o d Liff �, y •►1 {.o♦ IA - Percolation Rate - Z 7. J minutes per inch. Rev.2/86 SMI TESTING c/o Schoell 6 Madson, Inc. 10550 Wayzata Boulevard Minnetonka, MN 55343 (612) 546-7601 SMI TESTING PERCOLATION TEST DATA SMI Job No.40c,o,,o _ Date Test Hole Prepared 5A- 87 Project A Location�„, /`�,�L.� T,..--,r �.,A*s, i-k < Test Hole No. 6 Location ;oz A -., F,-, Soil Data From Test Hole Depth(Feet) o scription SITE FIELD OFFICE: 15332 South Minnetonka Industrial Road Minnetonka, MN 55343 (612) 938-6722 Date of Test s/z, ZA7 Technician_ c n can n S.7F: L0�/ 6T�w/ 4An1. Depth of Test Hole Bottom: feet Metnod of Scarifying Sidewa .,.r /� /.Z F� r Depth of Pea -Sized Gravel Added to Test Hole: 2 Inches Date and Time of Initial Presoaking: 6'Cvr+. Method -of Presoaking Test Hole to 1 Z nches for Eours: Total Presoaking and Swelling Period: hours Maximum Water Depth Above Test Hole Bottom During Test: inches ! ! ■ ! IME Mammal .'L ! ! i ! ! ! ! ! e TIME :INTERVAL. MINUTES Sawwwwwommu ! ! / ! ! ! ■ MEASUREMENT, INCHES wwwwwwwwwwomman! / ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! DROP IN WATER LEVEL, INCHES ! ! ! ! ! w ! ! ! ! ! ! ! !I ! i ! ! ! ! ! ! ! ! ! ! PERCOLATION RATE, MINUTES PER INCH ! ! ! ! ! ! ! ! ! ! ! w ! o ! ! ---------------------- REMARKS p / '/. % / 0 .4 /6 %s wcxall t: L sS 4-3./ j, j• ��77 ,�sF,.LFO Al 4 s: s� is a�•� ♦ n i 31 Percolation Rate O minutes per inch. ,`fK' 4=�� 3oAt!�-w 48.`Rev.2/86 SMI TESTING c/o Scnoell 6 Madson, Inc. 10550 Wayzata Boulevard Minnetonka. MN 55343 (612) 546-7601 SMi TESTING PERCOLATION TEST DATA FIELD OFFICE: 15332 South Minnetonka Industrial Road Minnetonka. MN 55343 (612) 938-6722 SMI Job No. Zo 16 -col Date Test Hole Prepared 7/16/87 Date of Test Project A Location /y,�r/y,�.,�„ .Ts....s G.,,T: /71c� �. 5r,z 'o - MN- echn c an R.�. amass Test Hole No. 6 Location ?03 • p,rt F. �•�.ar S. S�f ��•��<�� _ —y Soil Data From Test Hole Depth(Feet) o scription IL -Z 1f.At� ` „f� �A�r•nv / Sw �.D TAiF (�Ar v6L Depth of Test Hole Bottom: Z feet Method of Scarifying Sidewa . i,• /r?' ..,: Depth of Pea -Sized Gravel Added to estNHole: ?_ inc es Date and Time of Initial Presoaking: A.1,f X „ ; s;...o 'w.. /_ /--)I rAN Method of Presoaking Test Hole to ihches for — hours: — Total Presoaking and Swelling Period: — hours Maximum Water Depth Above Test Hole Bottom ur ng Test: inches sass IME r..s ssssss..s. TIME INTERVAL. MINUTES ss.ss.ssss ssrsrssssr... MEASUREMENT, INCHES sssssrrrs.rss ...ssss.sssssss DROP IN WATER LEVEL, INCHES ..ssrs.....rs.. ss.......ssc... PERCOLATION RATE, MINUTES PER INCH s.ssss........s ....................... REMARKS sss....ssssss.ss.sssss. 1'c 5 /i /+ o _ ,� �,, •� • L af: t Z S 11A 1 7 �Q •Fru 7'M : 5 'A .ZS :s• 5 1 - 33 lose 7 ' .o. r L. 1� Percolation Rate r / 3Z minutes per inch. ��E_ /�_S, /. 3�+ 1.53 / 7L Rev.2/86 SMI TESTING SMI TESTING c/o Schoell 6 Madson, Inc. 10550 Wayzata Boulevard Minnetonka, MN 55343 (612) 546-7601 P: OLATION TEST DATA FIELD OFFICE: 15332 South Minnetonka Industrial Road Minnetonka. MN 55343 (612) 938-6722 SMI Job No. o-)63-eol Date Test Hole Prepared 7ZZ d 7 Date of Test 7f2o d 7 Project 6 Locat on /'% /7 % r. �� '1. � '.'• c .L�w.i a.«.s •4t � S: Technician 23. , ,Posr Test Hole No. b Location * 4 . RV --)Irc - Soil Data From Test Hole be-ptn(Feet)scription en"- Vt 7-113..d. 5.,..0 T occ f"JQA!!f — Depth of Test Hole Bottom: Z feet Method of Scarifying Sidewa 1: "L/,LS y -- Depth of Pea -Sized Gravel Ae _o—Test Hole: 2 inches Date and Time of Initial Pre g: 7 Ao/ � = �� - Method of Presoaking Test Ho, iL inches for Z hours: �.T�rwf,dL_ Total Presoaking and Swelling Period: Z hours Maximum Water Depth Above Test Hole/ Bottom During Test: 8 inches 11 v � 4 x� Ar n f'f ..� r .., �'v f..o ,v ,� �...✓� '7 e OIo To `�4^ c ram£ HotE A Al rwJA r �! iti //� c avn uG� / Z ...�s.�.i..... TIME ,: Zv TIME INTERVAL. MINUTES .c....c....c. MEASUREMENT, INCHES '14 ..�.....ae=c..: DROP IN WATER LEVEL, INCHES .c..c..c..�.... PERCOLATION FATE, MINUTES PER INCH c.............. REMARKS , � L !) _"Y 2,6 2 Z#,Nj 7 1�4 L 16•• 3 4 a 7, 1. !v: ' 1- • 1: 7 V * Pc /.3+. Z V L 2.,85 1, ' 3. ' 1 iG 3.07 r r�L '/4 E� = 40.ki 21s- 3/4 3.33 Percolation Rate - 3.16 minutes per inch. _ �Lo7r- O�Jt 3 Rev.2/86 . .-7 SMI TESTING c/o Schoell 3 Madson. Inc. 10550 Wayzata Boulevard Minnetonka. MN 55343 (612) 546-7601 SMI TESTING PERCOLATION TEST DATA FIELD OFFICE: 15332 South Minnetonka Industrial Road Minnetonka. MN 55343 (612) 938-6722 SMI Job Date Test Hole Prepared7l=o/T') Date of Test o7 _ Project 6 Location ,,,r C. A r I 17oa F' •.--v Technician a.. r�SS Test Hole No. 6 Location ik J • PeAc F,e �,.,,,,Pr S,Ta 2- 4-e-Air- Pd-•-1 Soil Data From Test Hole Depth(Feet) Soil Description _ 1 _ � , „ r �,c�.,. � oar ,�,,.e. .v S.� ,•-o � C. � r � T... c � l <.� v • � . Depth of Test Hole Bottom: Z feet Method of Scarifying Sidewai- o * 41--r 11.4 .� Depth of Pea -Sized Gravel Added to Test Hole: inches Date and rime of Initial Presoaking: � 7 Method of Presoaking Test Hole to — 12 inches for qhours:--�� Z'P�/o v Total Presoaking and Swelling Period: hours Maximum Water Depth Above Test Hole Bottom During Test: inches .... IME ---- 0 0 .. C ....... TIME INTERVAL. MINUTES ...... a. ........ ......... = . C = MEASUREMENT. INCHES meow ..... � '/81:2 ............ w ... DROP IN WATER 1 LEVEL. INCHES ......... a.......................... ........... _ ... PERCOLATION RATE, MINUTES PER INCH S - - - - - - - - c - - - - - - - - - - - r REMARKS a .... '-e......._�_____ 6 7 /:s 3Z / Z.O t:CAD ♦ FiLL 1.96 t /I /+ �% 3 q, O 5-*L14 Z Z.0 47- t 40•'i-+r�/-iVe Rev.2/86 Percolation Rate - 3 minutes per inch. 6 T 5 ! �� �PAi✓t ,DLO<til /r�