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Home My WebLink Aboutseptic info ^u� C!52015 05:29PM HP FaxRusty Olson 7634988290 page 1 ,1 '� • Fax Transmittal Form Date: 8/9/2015 Total Pages: II7 To: City of Orono Phone Number; Fax Nurnber; 952-249-46Ib E-mail: From: Joseph J Olson Phone Number: 7b3-498-$779 Fax Number: 7b3-498-8290 E-ftl3il: rustv2654(7a ccmcast.ne' ❑ Urgent � for Review ❑ Please Comment ❑ Please Reply Message: This is the septic cert for 2140 Sixth Ave. N. Please file. A,�9 p�y- 2015 05:29PM HP FaxRusty Olson 763498829� page 2 ta Pollution Com liance Inspection �orm � M+nneso p Control Agenty Existing Subsu�face Sewage Treatrr�ont g($STS) 524 Lafayette Road Nath 5c,paui,MN 55155-4194 Ooc Type:Comp►iance and Enloraemenf MP�A� � For loc � I ; � Ina#ructicng: �nsPe�'on resuks based on Minnesota Pollution Controalso ap y• � AUG 10 2015 � requirements and a��f�ocal Unit ofaGo ernment(LUG)and system owner I Submit comple4ed form t� � within 15 daYg System Status 7I1112014 System ataWs an date(mm(ddlyyyy)� liance Noncompliant- Notice of Noncamp liant-Certificabe of Compliance � rade Requirernents on pa9g 31 � COittp� See Upg (Valid for 3 yeers from report date, unless shorter time � frame outfined in Local Ordinance.) Reason(s)for noncompliance (check aU applicable) []�mpact on Public Health(Compliance ComP��t #7)—fmminent threat fo pubfic heafth and safety iance Component#3)—fmminent th+eat to public health and safety ❑Other Compliance Conditions(Co�r+pl� Failing to protect g►nu►►dwater ❑Tank Inlegrity(Compiiance Component #2)— Failing to protect groundwater ❑Other Compliance Conditions(Compliance Compo'nent#�3�rot�9roundwater ❑Soil Separation(ComP�iance C�+Ponent #4)— g Noncompliant �OPe�t��g permiUmonitoring p�an requirements(Compliance Component #5)— Parcel ID#a'SeclTN'P�Range: 2711823310026 ---- Property Information Reason for insped�an: Properlv Transier_ Property address: 2140 Sixth Ave. N,Orona MN pWners phone: Property owner: Paul Phillf a or RepreseMative phone: 612-719-4477 Owner's representative: Gre Larsen Regulatory authority phone: 952-249-4600 Local regulatory authority: Cit of Orono er city 2-1000 gallon septic tanks,1-1000 gallon lifl statwn and 500 square feet of mound radc �P Brief system desc�iption: records Comments or recommendati�s: Certification has been nor cen be made due to unknown conditions during system construction, 1 hereby certify that alJ the necessary ine�ation has been gathered to determine the compliance stafus of this sys em. determination of fufure sysfem per'fom'i possible abuse of the system,inadequafe maintenance, or future avater usag Ce��i��on number 1255 Inspedor name: Jose h J Olson License number: $�� gusi�ss name: Ru on's Soil&Perc.Testin phone number: 763-498-8779 InspeCtor signature: N��Sary or Locally Required Attachments �Forms per local ordinance �Soil boring logs �SysternlAs-built drawing �pther informauon(list): TTY 651•282-5332 or 800-657-3864 • Avatlable in altemative formats yyWw.p[a.state.mn.us • 651•296-6300 • 800-657•3864 • Page 1 of 3 wq-ww1st54•31 • 1/24/12 PaQe?of 3 Aug 0�«2015 0529PM HP FaxRusty Olson 7634988290 page 4 Property a�ress: 2140 Sixth Ave.N,Orono, MN Inspector initialslDate: J. 0.8109/15 4. Soi l Separation --Compliance component#4 of 5 Date of installation: 10/26l90 ❑Unknown VerificaGon method(s►: ShorelandlWeAhead protectloNFaod Beverage �Yes ❑No Soi1 observabon dces not ex lre. Previous soil Lodging? A observations by two independent psrties are sufl5cienf, Comptiance criteria: unless site aondifrons have been altered orlocal nsquiremenls differ. Far systems built prior fo April 1, i996,and � �Yes ❑No not locafed in Shoreland o�Wel/head � � Conducled soil observaiion(s)(Anach bn»ng rogs) Protection Area ornotserving a food, � ❑ Two previous verifications(Attach boring logs) beverage orlodging establishment: i ❑ Not applicable(Noldrng tank(s),no drarnfreld) Drainfield has at least a two-foot vertical � ❑ Unable to verify(Sse Comments/Fxplanation) separation distance fram periodically saturated soil or bedrock. ` ❑ Other(see Comments/Explanation) i Non-performance systems built Apri1 1, i ❑Yes ❑ No Commenfs/Fxplanation: 199fi or later or for non perfonnance systems bcated in Shoreland or Wellhead � Profection A�eas or serving a food, I beverage, orlodging establrshment.� � Drainfield has a ihree-foot verlieal separation distanoe from periodicaliy I saturated sofl or bedrock." � I "Experimental; "Othe�°, o� "Perl�rmance" � ❑Yes ❑ No Indicate de hs of elevations sysfems built under pre-2008 Rules;Type IV ( or V systems built under 2008 Rules(7080. ; A. Bottom of distribution media 112.6 2350 or 7080.2400 (Advanced Inspector i Lioense required) ; B. PeriodicaJ saturated soiUbedrock 109.6 i Drainfield meets the designed vertical C. S tem se aration 3.6 separation distance from penodically i saturated soi!or bedrack. i D. Required compliance separadon' 2.0 Any"p0"answer above indicafes the system is +May be reduced up to 15 pencent ii allowed by Local Failing to Protec!Groundwater. ord�nance. 5. Operating Permit and Nitrogen BMP*—Compliance component#5 of 5 � Not applicable Is the system operated under an Operating Permit? ❑Yes ❑ No If"yes",A below is requir+ed !s the system requireci to employ a NHrogen BMP? ❑Yes ❑No If"yes",B balow is requir+ed BMP=Best Managemenf Prac�tice(s)specified In the system desgn !f the answer to both questions is"no'; thls section does not need to be compJeted. Cornpliance criteria a. Operafing Permit number: I � ❑Yes ❑Nv Ha�e the Operaiir�Perrnit requirements been met? � b. Is the required nit en BMP in place and properly functionina� I ❑Yes ❑No Any"no"answer indicates Noncompliance, Upgrade Requiremenls (M'mn.Stat§115.55)An imminent threst to public health and safety{ITPHS)must be upgroded,rep/aced,orits use disevrdinued within ten monfhs of receipt o/thls notice or wdhin a sho�ier perlod if required by loca!oidinance.If the system is faiting to protect ground water,the sy3tem must be upgraded,r�splaced,er ifs use discrontinued within the time requlred by foca/ordlnance. If an existing sysiem fs notlailing as defined in law,and has af leest two foet of desrgn so11 se�fion,then the system need not be upQradea;repelrecl,repleced,or its use discontirtued,nolwithatanaing eny local adlnertce lhat rs more s�rct This provision does nat apply ta systems in shoreland arieas, WeNhead PioteCtion Areas,or those used'm Connection with foal,beverage:and lodging establishments as defined in law www.pca.state.mn.us • 651-296-63� • 800-657•3864 • 7TY 651-282-5332 or 800-b57-3864 . Available bi altemative formats wq-wwists4-3f . 1124/12 Poge 3 of 3 Aiig 09 L'015 0529PM HP FaxRusty Olson 7634988290 page 6 Los�s of Soil Borins�s License#810 Location or Project: 2140 Sixth Ave. N Borings made by: Rusty Olson's Soil and Perc testing 7/31/2015 Cla�ification System: 14ASH0 : USDS-USDS-SCS X : Unified ; Other auger used (check two): Hand X___,or Power_,Flight, Bucket or Probe_X" Boring Number_1�Surface elevation_109.5_ Mottled Soil at_2.0_feet 0-8" Fill in o�iginal soils 8"-14" Dark brown loam 10yr3/2 H20 present at_X 14"-20"Brown clay loam 10yr4/3 2d"-32"Brown Gay loam 10yr5/4 - 32"-48" Rusry brown Gay loam 10yr5/4 Boring Number_2_SurFace elevation_110.6_ Mottled Soil at 2.2`feet 0-6" Fiil in original soils 6"-14" Darfc brown loam 14yr312 H20 present at_X_ 14"-20" Brown clay loam 10yr4/3 20"-32"Brown clay loam 10yr5l4 32"�2"Rusty brown clay loam 10yr5l4 TBM: 7op of front door threshold Elv.-100.0 assumed 6ottom of rock bed Efv.-112.6 �riginal soil under the rockbed Elv.- 111.0 There is 1.6 feet of sand under the rockbed Aug .OQ •2015 0529PM HP FaxRusty Olson 7634988290 page 7 �)�JC� Sl�� 4,�, l� d"„ ,� . :,... ,.– i N ; . i � - ' � � � � ' � �, - , . �' - � � • `r ' � , , i ,' �� i � � , � � i , � , i / .� i / �— ..�_ � �,-- _-= ! .� _ �, � /� � ' `�` (�cN'. \ / . 1 ` '' \``�, , �i � � / ti , + � ..��1 .._ i ! � I � �'� , , ► � ` ; � , � Q � � ; �� ; ' ' �'� Ti /��N 1�'a a7 6 , � ; •� � ou� �'� 3°'� i � � ,�� a m� ay'o 3�'I � j', � o��' 34'3 35'� � T /�'��! 3a�y 3��ro . 07/17/2008 04:23 7634975011 SPTESTINGINC PAGE 02109 , ' �"'� ��IYV� �NC,. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid �ane NE • St. Michael, MN 55376 • (763) 49�-3566 FAX (763) 497-5011 � State License #394 � � July 12, 2008 � Mary Phillips ��'r 2140 Co.Rd.6 Orono, Henn. Co,, MN A Compliance (nspeCtion was completed for the existing on�site sewage treatment system located an this property. The system consists of 2-1000 gallon septic t�nks, 1� 1Q00 gallon pumping chamber 8� a pressurized mound sysfiem with a 10' x 49' rock bed buiit in 1980. Soil boring #1 found motfiled (redox features) at 2.2" below the g�ound surFace. Soil baring #3 found the original soil at elev.109.2 & the bottom of the rock bed at elev.111.4 leaving 2.2' of sand below the rock bed � a 3.4' separation from the bottom of the rock b�d & redox features. Soil baring #2 found mottled soil at 2.3' below the surace. Soil boring #4 found fihe original soil at elev.110.3 & the bottom of the rock bed at el�v.111.1 leaving .$' of sand below the rock bed & a 3.1' separation from the � bottom of the rock bed & redox features. This syst�m is classified as in compfiance with Minnesota Chapter 7080 rules. The #anks were pumped by Elmer J, Peterson Co. & were found to be in Campliance at this fiime. Nothing other than gray water (laundry, showers, etc.) human waste &toilet fiissue should be disposed of into fhe septic tanks. Garbage dispos�ls are not recommended, due fio adding more solids & fine solids passing through to the system. Recornmend to divert iron filters out of fhe system, recommend to divert the water softner also if diverting the iron filter, Exc�ssive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners used every shower 8� chlorine agents may kill �he bacteria needed fio treat septic effluent. Additives are not recommended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. This Certificate of Compliance is no guarantee that this system will continue to function indefinitely. c%'� �. �____,_ Steven B. Schirmers 1 07/17/2698 64:23 7634975011 SPTESTINGINC PAGE 03/09 , ' ,,;:,:. ��. 'Minn�sota Pollution C rnpli�nc� Nnspection �F ''��f� orm • Control Agenty ��. . 5z0 Lafayecte Road North �xisting Subs rN,ace Sewage '�'re�tment Syste�nns (gSTS) SL Paul,IUIN,5155•4794 lnstructions on paQe 7 Parce)number: � Fo�Local Tracking purposes: System st�tus: �Comptiatrt ❑Noncompliatrt �` (based on all compliance rt�qulrementsJ Symmary �ornn Property Information Properly awner name(s): M �,,L g Properly address: �4� C� ,�p�( Property owner's�ddress(if dlfferen!): �� . CouMy:�Gys�1,.�1�..�. Property owner phona: �• ? - ov fl Permitting auihority: G}�.� o�� Date system constructed: ��¢ �q R�, Reason for Insp cUon��k��(��y�. System Desc�lption Brief systom descriplion: _� -1 oDp��S1 I. �i�q�ytiy�,� �5y� — yy14 y�p 10�9 P�?� Local permit number. _„ � � Number of bed ms: ,,,�� Design flow rate: �pDv __ � Is trie system: � in Shoreland area? ❑Yes � No In Ilhead Protecbion Aree9 ❑Yos � No An U.S. �nvironmental.Protection Sys m serving a Minnesota peparlment Agency(EPA)Class V In]ection WeII?�Yes �No of H ath(MDW)Ii��nsed faciliiy? ❑Yos � No Corilpll'711�e $tdtUs(8ased on stake tequirements—addfUona loc�al requirements may also apply,) 6ased on the infocmation gathe�ed and report�d on aitached form ,the compliance status of this aystem is(dieck one): ■Certiflcate of Compliance—valid untll(3 yoars tram datrs of rep r�: ❑ Notice of Noncompliance-For Noncompliant syetems: ThE reason fvr noncoRtplience ls: Yhls noncompllant system is cla�sifled as�heck one b low): ❑ Imminent threat to publlc health 8�safety Failing to pl otect ground water ❑Not in compllance with operatfng permit CertlfilCdti011(Completed form must be submitt�d to the local u it of govarnment within 15 days,) !liereby certlfy that all the neccssary infom�ef/on has been gathe d to determine the compllance status of this system. No det�rmination of/Uture system p�rformence h�s boen nor can be ade duo to unlmqwn conditions during systam cons#ruction, possibie abu5e of the syStem,inedequai�e maintenence,or futu� ter usage. NAme: �� .��.�� „ Certiflcafion number. �,;�,,� y Business licanse neme and number: 'S —�' -��ri1�, ►(�� 4 � ,� ,, 9 ,—_..;,��a��2�I�,Sc. or Name of local un;t of gov mment: .�,. Signature: � . � �ti----� � Date• • rp M ^� Required AttacNments Inspector ompiote:This lnspection Report is � pages lon8. Check corriplianco inrms attached: I�Hydraulle Parfomtance � enk Integ�lty �Soll SAparedon p Oparetlng Pennit Form(If applicable) �System drawing/Ao-built drawing ❑An eesessmont o any bcal requlrements lhat ere ditierent flnm whPt is required on this [orm �Soii Boring Lops ❑AbQf�dohment form(if approptiato) ❑ her I�fonnatlon(Iis!): �Jpgrade Requir�ments(derlvlwead from IVhnn.Stat§�15.56)An hn ��enl(A�af fo pubpc hea�h nnA sofely(l7YH3)muaf be uppredeol,re�eced,or Ifa use d/sconNnued►a1(ry/n t�n monfha oF�eeelpr of thls nofJbe or uwlhln p shortei 7requlred bylocal wdlnena.If the system la PapNtq to p�pf6Ct pra�nd weler,fhe�system must be up,q�dod,rapleoed,or If8 uso d(SconNnued w/1hlp the Ims requl�d by�cal Ordlnence./I sq CXlsfhfp sysfem fs nof fe/Nng ps deRnerd/n lew,snd ha5 9t/eesf(wo fe9t 0/dea/pn erAp se/�rdHon,Hlen thR t�tem need be upg�ded,rspgl�nd,rep�aCad,or�s�sR dlseonfGtued,nWW!(hslendlnp e►ry foeal oN/neoeis mat/s more�atKcf.Thls provlalon does not apply(o syxt�ms!n end neQps,W�ho.�d Profaay/on Ilre�a,or�hase uaed/n eonneeHon wpyi lpod, bevcragre,end bdAqrg sslabqshmails os d�fmad in law, ' wq-wwlsrs4-3� CompFiance Inspectlun Farnr for Eicistfng SSTS q!1/08 07/17/2008 04:23 7634975011 SPTESTINGINC PAGE 64/99 Parcel number. _ System status: �Compliant ❑1Vancompllant (as dete►mined by thls form) Nydraul�c PerFo�rma�nce �nd Other Complian Compliance Issue #1 of 4 Date of observakion: 7�al--p�� Reason fo�observatio : �pQ.pQ This fonrt expires upoh next inspection or in fhre�years,whichever occurs first;��5�� Compllance questdol�s/crltena: (Requlred) Verific�tfon IlAethod": (Oplional) �^ ,_(Chec/c the appmprlat�e box) � (Chack the appropriate box) Does the system discharge sewage to th� ❑Yes (�No ground SurfAce? ❑ Searched for surface oudet Does ihe system discl�arge sewage to drain� ❑Yes �No 0 pe��ed hydreulic test lile or surFece waters? � Searched for seeping in yard .q.1a Does lhe system c�uae sewage backup ❑Yes �Nv C1 Chedced for badcup in home _into dwelling or establi,sliment? I� Excasaive ponding In aoil systeM/D-boxes� Do oiher situa�ons exlst that have the ❑Yes �No . potenUsl to Immedl�tely�nd edtrersely ❑ Homeowner 1esBmony impact or threaten publlc health or safety ❑ �camined for surging in tank 1electrical,unsafe covers,etc. ? Any"y+�s"answQr►ndk�tes thRt the system!s an imminent � � 'Black soil°above soil dlspersal system N,p threat to public hpalth andsatety: ❑ System requfres"emergency pumping ❑ Petformed dye test Does the system pose a threat to ground ❑Yes � Nv � water For any condit�ons deemed non- � Other. prote"ctive es determined b the ins ecEor? ' "Yes"indlcafas t`hat the system�s failing(�o protect � ground water.If"yes; describe�e conditfon noted: - .^ � "No sfandeni protoca!exists. This/isfls not oxhaustive, ' in sequontie!oMer,nor does!t indicafe whlch .. __ .� combineNons�ne necessary to make thls determinahon. [ertificetion This for►n fs to be completed and ettached to the Summary Fortn of e Minnesota Polludon Control Agency's(MPCA)Compiiance Inspectlon Form for Exfsting Subsurtaco SeWvago Treatmerrt 5y ms.Observations,InterpretaUons,and con�lusions mi�at be completed by an inspector.Compl�ted form must be submltted to tf� local unit of govemment within 15 days. Property owner name(s): ,b.{��„j �'��c� Property address: ��-4�, ,LO,��- � ,,. �� -- Property owners address(if dlF�eren�: � County: � Phone: �� .?p0� . � 1 hereby certfty th�t!per.sonally made fhe observAt/ons, interpnetatio , and conduslons reported on fhls foim and that they er� correct � Name: ��, ��(��y�� Certification number. ro e?,7 8usiness Ilcensa neme��d number: ��` � � �� ►_rl�-� �?�� _ �� Name of local unit of gwemment: � Slgnature: �G a � ' ��—� Date: �—g�Q _ , . wq-wwists4-31 4l�los Compliance InspecPion Form for Exfsting SSTS 07/17/2068 04:23 7634975011 SPTESTINGINC PAGE 05/09 . OT1DA12p08 1�:97 FA% 76�Oi2242o �1�er J. �terson CV. . �J003 �#�rlt h�and�(�y►Ca�p11#sa� , Campllanc��swe�+a�4 � � . � a�ee o�oeasn�enon: � ' R�on 1br aoan�ebon: � ��' Th�s tronn s�e oa ��s): i . ��r.�l�rl.a cr�+a�> , v«�i�tlo��had'•,-tovuo►�r fC�fedr fhe� !� f��1 Do�the srs69�r►�let of a pit', ❑Yes ,�o Q PnDbed f4tNt balbOm or ' Do anY�s�raga onMslla�lc belvw IA�Nr �]Yea �No � �� • � p �oo�rrorNoa aaneou�'pon rooa�pe ��►�� 'mn'rrr�a o��pyr(w�a� .• mnlc 1�ks. ❑ Pr�tled auwee onk ibr'bmdc�oA' ��N►u�e�e�l1 tlprt I1��yi1r111s A�INr��b Prv�e� A Preer�Ct1ecJ� • s�s pns n�n�7aeo.�sso m�►ae oan�eun�op�a � � � in obinel+o9 Op local Pe�rrl�tiefA�Y• � "IYOalsr�dJM�Ld9aGi1l�71f�I1mR�A0fllXIiS11�iY0.Nl �IANi�/01�.l�d0l�I�I�M�M�d��8 �/�IIyl�/if�s d1GS dDIEM111�f7� ��k �, aa an�y rtmmt�no�nal�ooAr�asna�gedl,ora�d,or a�pen.e b es wuval�try un.o�at G1 Ye�' � �. Wb�a ail ma��us MIe aowera feWoaed In a�tN+ed n�nn�r(r,9,AN�e+�s replsoed!? Q�eo ❑f�to• 3, wMe�ea�onday��eeaah��!G�I��eaond�:�Y�ibr n�-hfp�Y�ConNIMqIdeA. U Y�C1 No �, Wss nry�er ea�MFi I�a p�u� Q Yae�' ��d° E.�Inb: 'Syseerp b an hna�lnent Ill��t 1G pwJbfc f�rM�s�p4R ; Cl�k�C8t1011 lris 6onn Is ro be eqtttpis�ed ana Attaaned to Ihe Sumnury Form o!tAe MkI�pa�ution Comro�Agonc�►'d(MPCA1 Caalp�uiCr Imp�eqon Fvne+br Bxisting S�Fu�l�a Sewa�f Trew0l�t S�►sMnn�.abdervitbna,�n�elp�tiarA�emd�mWR be oampk�ed bY en in�or.molnlahvu.or eArvieO pl+avlder.CanCNa�d Ibnn�nuat be e1�bnNE�d to�e bcol u��gov�anu�f,wlU�t 1s�ys. , ' �operqr ownor narr�d(�): �'1� �(I I l �y�u,e�,: , 0 Prb�[inY awn� �dre�s�F 4�: �-:.- -- - � c�unpr, � t ner�Dy card�y au+1 r pe►�anaAy made�hs obaanahbn�iMe�pw�io�n�end oond�arm r�,loa►eea►ar E��s lurm anQ ehse aesy�v �o►►ed, Name: �..J � � nu�tlbec ' � 9usl�se�n9rtie and num : '� � Neme of �oremmetlt; glgnsturo; � D,te: *�Pw�/L�1•31 Cpmpl�°n�oe L�D��II PoRR J�'f�[/�55Tt' 4I11Q9 . 2 07/17/2008 94:23 7634975911 SPTESTINGINC PAGE 06/09 Parcel number. _� System stetus: �Com Ilant p L7 Noncomplient (es determineuf by thia ifortn) 3oil 3eparat9o� Cotnpliance and Othe�r Co pliance Compliance Issue #3 of 4 Dete of obsenration: _7-�.,��„ Reason for ob rwatlon: �pg�-St�+f_ ��,�`s�� Thls iqiormetion on thiS fnnn does not�expire. •�`-`. • Complianct questions/ctiterla;: (Required) Ver�fiCatlon Method*�'• (Optlona!) (Checkcck the apprvpriate box) (Chech the epprvprlet�.box) For systems built pr�or to April 1,1886,end not loceted in Shoreland or Wellhead Protection � Conducted soll observafion(s) (attach boring logs) Area or not serving e food, beverage or � Two previoua verificaiions(attach borfng logs) lodging establlshment: ► �,�` 3 �o�r� � Other. �g"1 �oK 4. a,1 �P i��Z�s�Rs� poes the system have et least a two-fooi ,i � � vertical separadon distance from periddically .��, _�+ �3 �- ;� sy�µ� saturated soil or bedredc? i Yes � 0 3, I ��1,oZ 6,��¢¢„ �/CLor.L For nor�perfoRnance systems built Aprll 1, 1996,or later or for non-performance syatems located in Shoreland or Wellhead Protection �Soi�observaUon does not expl�e. Previous obs�rvations Areas or serving s food, beverage or lodging by two independent parUes are suf�dent,unless site establishment: conditions have�been aftered. • Does the system have a three-foot vertical separation dlstance from periodfcaliy satureted � soil or bedrock?" Yes N For reduced separation distance systems(i.e., ' "pertormance"systems under old 70B0.09 79 or ' May ba neduced by up fo �5 percent if allowed!n loca! Type(V or V system under new 7080.2350 or • � onpflnsnca, 7060.2400): •'No sMendai+d protoco/exlsts. This list!s not exhaustivs, Dnes the system meet the designed vertical In sequerr6al vrder, nbr dves/t/ndicare which separ�tion dlstance from periodfoetly satureted combinaUons are necessary to make thls � soil or bedrock?* Yes N determir,ation. Ady"no"answer indicete�s lhat the system is failing to protect ground water. Certification Thls form is to be completed and attsched to fhe Summary Fo ef the Minnesots Pollutlon Gontrol Agency's(MPCA)Compliance Inspection Form for Exlsting 5ubsurtace 3ewage Treatrnen Systems.Obsenret�ons,fnterpretations,and conclusions must be campleted by an inspector or designer.Completed fonn must b submitted to the locel unit of govemmant wlthln 15 deys. Property owner name(s); �� Q��L�., � , . ,,.. �` . PropeKy add�ess: ,._ a?�.}p �0 . �,2� O Property owner's add�ess(if diFFere�t): -�^� County; � ��✓� Phone: �,, ��, ^� �3�5�.��r,�Ofl �� ,. I heneby certlry that I personally mede the obseivadons,.inferpre tions,and conclusions reported on thls form and that they are correci. Name: S 1�� Q• .��]��M�..�, Certification number. _�� Bu�iness Ilc�nse namo and number: ''�7-'F� � )��,. ��c�y,��_z u p � �o� .S�Z=ZL Name of local nIt of govemment: _ �rf ��,.� Signature: � 7+ .�------ „ Date: �-9 r D� wq•wwlsts4-3! Com Un►►ce Inspection Form for Exlstino S.t7'c e�,mn p � 07/17/2908 64:23 7634975011 SPTESTINGINC PAGE 07/09 �7"P TE�TING� �NC� Sfieven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 58376 � (763) 497-3566 FAX • (763) 497,5011 State License#394 LOGS OF �0�,�,,, ORINGS Mary Phillips 2140 Co.Rd.6 , Orono, Henn. Co., MN 6orings completed on 7-2-08, with a hand bucket auger. BORING�ILMB_��EIev.109.4 - MOTTLED SOII AT 26" - no standing wa�� present in boring. 0 - 10" Topsoil dark brown loam 10YR 3/3 10" - 14" Brown clay loam 10YR 5!3 14" - 26" Yellowish brown clay loam 10YR 5/4 26" - 36" Yellowi�h brown clay loam 10YR 5/6 - distinct mottles 10YR 7/1, 10YR 6/8 BORING__ - EIev.110.5 - MOTTLED SOIL.AT 28" - no standing water present in the boring. 0 - 6" Topsoil darfc brown Ioam 10YR 3/3 6" , 12" Brovm ciay (oam 10YR 5/3 12" - 28" Yellowish brown clay loam 10YR 5/6 28" - 36" Yellowish brown clay loam 10YR 5/6 - distinct motties 1 UYR 7/1, 10YR 6/8 �O�C�IJ,A�.B.�� EIev,113.0 -through the mound. 0 � 12" Fill soil (oam 12" - 46" Fill soil medium sand 46" � 52" Original soil dark brown loam 10YR 3/3 � R�ING NUMBER 4' Elev.112.8 - through the mound. 0 - 12" Fill soil loam 12" - 30" Fill soil medium sand 30" - 36" Original soil dark brown loam 10YR 3/3 9?/17/2668 04:23 7634975011 SPTESTINGINC PAGE 68/09 U'tiva/21111� l:f::f7 FAX 767A7YP�2Q �7.msr J. Petez�son Co. I�JJOOz + ^—....�- • . , . . an R��►Qrt pate: �u��,�,,,,?ooe El�n�r r. Pet�TSOt� Co. � . 69�i D�gue Ave. ; Delax�o, MN ��S�S . Pho�e 76s-�7;�2�0 � Fax 7s�-97��7�z'r ilAary Phillips � 2140 Cty, r�d. � �on5 Lake, P�N�5356 Ba�es: ON / OFF . ��,; 3- 1 Op� Galion Tanks � # o�'7'anks. _3 � Type of Tanl�s: Conc�ete Tanks GaUo�s: �saa Ma�holes to Grade: I NO Cnzru�ner�ts: On 7/8/08, �Imer,1, P�t�rson Go. Pumped the Tar�ks. Na Cracks a�t That Time, NOTE:'�,�is is onlp�t��.lc repoart. T�is i��nut a complJa�ee inspectioa;for�Ooint of sale nor does �t replaoe a e:o.mpliaacc irlapectioc�. License #�19 , � � 07/17/2008 64:23 7634975011 SPTESTINGINC PAGE 09/09 xa� . . �'�� U� � . � . � , � �� .� �� R � i • � ,�i I #' ¢' W� `' I W � �.'�" ; ,�, � � , � i � o �, 1 � 9� � i � ' � � � a� o i.4 � -.. __...---•-� , � � a � 0 u� ii -�� Fo �� ` � �aXY9' ` � '.G � . � �� . �� _ X li� I y � 2�D•• �e - _ ��1' r �� W � , �' h �, �� i _ �p }•- Q ` ��',, � a' • � � I - . . q . . � �'- W � � i� . . �, . � . . . � � � � . . , �fi � r � . . � � , � 3;� ' � , �a� -�-��-----=- . . , .• /� ht ' ! N � . � \ . i . ....__..._._: : ' ,t�f. � ' 17� . � f'� ,>,r , .a s., � • . �' f �� il / • � . � ' . /' �, ' � / W r / . � � � �� / . ' �•Z'. � W 1`� I � r J ,�� r , i � � � . . . . _.._.— I" �, . . ' � � ��. � � � � � �� '�. ._- � � „ $ � . ��' . � �� " � CJ � ' �° �� . . � � � � �. �` � ��-,: . . � , n -� , � � y �G v � "+ o � �. o ,. � � b � -� �+ � �� s G �` , . o .. ,�. � � �, � � � �, � � o . . � � Z � � n A • . � Z �' � � � � �. '0 • ..'.` � �.... � b- -�-' a a � � , � w � �� w r g � � ,n ` �. � 0 ° c�J , a� �� r� 0. � � � � R � � , r� a . o � ; � 11�' � �:,, ,�-�0 � � �:�.. �� ciTY o� o�oN�► �� '�; � , '�+jr �, �; Municipal Offices �` ':� !' ` ' 'ti► ;; � ' '• G � Street Address: Mailing Address: �9kEsx�'4�� 2750 Kelley Parkway P.O. Box 66 � Orono, MN 55356 Crystai Bay, MN 55323•0066 To: The Current Owner of Address �� %'� �� City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminent Public Health Threat Yes No _�� If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10 days of receipt of this notice. The septic system must be brought into compliance � within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Identified as Non-Compliant Yes �No If yes, system must be brought into compliance by: December 31,2007 December 31, 2010 Other Septic Tank(s ump out Needed �es No The City recommends the septic tank(s) and/or lift tanl:be serviced and pumped out every three years. City records indicate the tank(s) were last pumped out on ��_ j�.-�� . The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: P ° � -�� Cp Inspecto . Date of Inspection '�'elep�one(9�2) 2�9-4600 � �'au.(952)2�9-�61� wdvss•.ci.orono.m�.us O __ __ _ � � 0.�;,_ T O ;�:� _, : CITY of URONO � . � " �(�, Municipal Otffces �� , �'a` G Strest Addreu: °I Sa.-a4 9,y 6o O Mailing A�ress: �t`��p'�"� 2750 Kelley Parkway P.A. �c b6 �ono, MN 55356 Cr�rstal �sy, MN 55323-0066 To Current Owner: Address: ��y� S'��' �Y t , N- City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatrnent system at the above address has b�n inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY i-3 : ` 1 "CODE�SYSTEM"An ISTS wliich meets atl the location,design snd construction standards of tlie cwr�t Orono Municipel Code. "COMPLIANT SYSTEM" An LSTS wLich does not me�all ti�e location,design and construcxion standards of We curn�t Orono Manic�psl C,ode but does meet the Wree foot separation requireniwt or two foot requirement for systems installed 1996 or earlier,and wtrich is not€ailing or an mmin�t threat to pubiic health or sa€ety. 3 "NON�O1ViPLIANT SYSTEM" A pmWb;ced iSTs;an ISTs locatea wisl�in a aesi�loo-year aooa plain,any rsTs whic�may or may not mcex all the location,design,or constiuction stan�rds of the caurent Orono Municipal Code and which is failing for any reason;and any IS'TS wifi�kss than Wree feet of unsawrated soil�sand b�ween We distributi�device and Uie limiting soil charactaistics. TANK CONDTTION(5-7): Tank inspection indicates: �Pumpout not needed at tlus time. 6 �Septic tanks must be pumped out this year {city code recommends tanks to be pumpal out once every 3 yeazs. Tank was last P�P�. ). Make sare seatic tanks are uumu�ed#hraoeh manhole aod Hot t�roaeh white ioscection uiaes. T�is altows for t�e arouer cleaei� Keea water soitner aed iron�itter discharse out af eentic svsbe�to nrobag life ef drainfield. Ask uemoer to test slarm tioat te verifv aisrm is still workiae in vour rouse. Tbe alarm warns owner ffiat seota�e is�bout to backun iuto bacement 7 �nspection risers missing-tanks could not be inspected. Inspection ris�s(4"dia.pipe)must be installed in each tank. If tanks have not been pumpad out within the last three years,tl�ey should be pumped out now. DRAINFIELD CONDITION(8-10): � -. 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated e$luent to the surface. Contact the City Inspector immediately.Repairs must be completed within 9U days. COINIlVIENTS: MO J r� �' S e�a..,-Z- '�,+�1�� ,0 dK 0 K� . - � G\�� ' \o-�t u �-d�� nate of�nspection Matc Bo�termen- septic systen,Inspxtor . Nou: In the cv�t that this iospedion rcport is used Lo satisfy We requir�ts for a mortgage�other lraosfer of propaty,be advised Hiat this rqx►rt does not guarantse or catify tbst�exiating system w7l contimue to tunction pmperly, bui is medely an opinion of the adequac,y of We sy�under ciure�nt conditions b�sed�d�e available iufornnation�. _ � o�. . t� o�� ==��-� CITY of ORONO � �� ,� ,� �j� ��::=�. �, �� r�'�:��'%r Gti, Munlcipal ofTices � �y`;�,��'�;� �i � Street Addross: Mailin�Add�ess: �E$I��g 2150 Keliey Parkway P.O. Box 66 Orono, MN 55356 � Crystal Bay, MN 55323•0066 95d-�4q-4600 To Current Owner: Address: a 1 y U S�C�� Av� J11. City Ordinance 199 requires tl�at each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-3): � Q"CODE SYSTEM"M IS'CS which meets ali the location,daign and construction siandazds of the cnrrcnt Orono Municipa!Code. 2 °COMPLIANT SYSTEM" An ISTS which doas not meet all the location,daign and construction standards of the cuaent Orono Municipal Code but does meet the three foot separation rcquirement or two foot requircment for systems installed 1996 or earlier,and which is not failing or an imminent threat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A prohibited 1STS;an ISTS located withi�a daignated t00-year flood plain,any ISTS which may or may not meet all the location,design.or conswction standards of t)►e current Orono Municipa!Code and which is failing for any rca5on;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limidng soil characteristics. TANK CONDITION f5:7�: s T uupection indicates: . � ��Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last pumpad R-13-o� �, � �VIake sure seatic tanks are aumaed through manhole and not throu�h white insoection pipes. T6is allows for the uroner cleaning. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. DRAINFIELD CONDITION[S-�Q): � 8 Drainfield is dry,no surfacing evident. 9 Some evidenee of surfacing,not critical yet. - - - � 10 Drainfield is saturated and visibly dischargina untreated eftluent to the surface. Contact the City Inspe�tor � immediately.Repairs must be completed within 90 days. � • COMNIENTS: M�J�c� qh� S e�}.� fi��ICS �c�o� UI( , �v -4� -c;�. �a�c ` Date of Inspection Matt Bolterman- Septic System Inspector Notr. In the event that this inspection rcport is used to satisfy the rcquirement�for a mortgage or other transfer of property.be advised that this rcport does notguasanta or certity thaz an existing rystem wiU continue to Cunction propedy,but is mereiy an optnion ofthe adequary of the system under current conditions based on the available information. �°� , o , o ,; � �t�:_,� ,� CITY of ORONO ,,,� � � � � 1 , lCr MunicipalOffices \�� !� �� ,' t,�,:�. G'ti � � �,.• � . �;:� ,� Street Address: Mailin�Addross: `�C$+gHOg' 2150 Kelley Pa�kway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 September 6, 2000 Paul& Mary Phillips. 2140 Sixth Avenue North Long Lake, MN 55356 Dear Mr. & Mrs. Phillips: An inspection of your septic system was conducted on September 5, 2000. A summary of the inspection is below. Septic Tank Condition 1. Pumpout not needed at this time. The septic system is a compliant system, meaning it meets all or most current City and State Standards. Enclosed is a list of licensed contractors who work in Orono on a regular basis. This list is enclosed simply for your reference in case your septic system needs maintenance in the future. Also enclosed is a fact sheet explaining your septic system and how it functions. Finally, an as-built drawing is enclosed showing the approximate location of the septic system. If you have any questions regarding this report, please contact me at the City Offices at 249-4600. Re ect , c J u C is Pence On-Site Systems Manager Enclosures In the er•ent this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be ad�ised that this report does no guarantee or certify the esisting sy stem will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with the system location and pumping records. Telephone(952)249-4600 • Fax(952)249-4616 www.ci.ornno.mn.us �— .'�� 11�' /p p ��' � CITY of ORONO ;i ,� ��, �. �►, !�r� Municipal O�ces � �'�' ! ,'' . ` � 'ti `��,� ;.-� ' ��`;�',�G Street Address: Mailing Address: ��'�HQg' 2150 Kelley Parkway P.O. Box 66 -_ Orono, MN 55356 Crystal Bay, MN 55323-0066 r � Owner: Address: 2140 Sixth Ave. N. Permit #'s: 3361 Dates: 10/26/90 Contractors: Quickway Exc. (This is [X an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 1 1 Code System: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant System: Does not meet all current City standards -for new construction, but in most respects appears to be designed, located, and constructed in accordance with previous codes and is functioning properly. 3 Non-Compliant System: System may or may not meet current City standards for design, construction, or location, but is failing to properly treat and dispose of the current input; and any system with less than three feet of vertical separation between the bottom of the drainfield and the saturated soil level. (Tha saturated soil level is �] or is not [ ] identifiad under this septic system. If the saturatad soil level is not identified, this classification is subject to revisioa.) K CONDITION (5-9) : 5 5 Pumpout not needed at this time. Solids accumulation in tanks indicates they should be pumped out this year. 7 System is discharging to the surface. Tanks must be pumped out within 48 hours. 8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out within three years, they should be pumped out and risers installed now. 9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks have not been pumped out within three years, they should be pumped out now. 10 One or more tanks are cesspools, which means the septic system is non-compliant. (The tanks are [� or are aot [ ] water tight or the condition is [ ] unknown. If tha tanks are not confirmad to be watertiQht, this classification is subjact to ravision.) INFIELD CONDITION (11-14) : 11 1 Drainfield is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. Repair is not required at this time. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : low COMMENTS: In order to confirm that your septic system meets Minnesota standards, soil borings were performed to verify a 3 foot separation between the drainfield and the seasonal water table. The separation is 3 feet and the system is compliant. � . ( �� / �-' ' �~� J Date of Inspection Sep System Inspe tor Note: In the event that this inspection report is used to satisfy the requirements for a transfer of property, this report does not guarantee that an existing system will continue to function properly, but indicates the.operation of the system under current conditions. Telephone (612) 473-7357 • FAX 473-0510 � �o� CITY OF ORONO O O Municipal Offices Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITS SEWA(iE TREATl�NT h INSPECTION REPORT ti ��9k o��G �sx � /�/� � /� � � Owner:_� / Address: ��7(J �� ,Tfl/� � !�I �^�. Permit #�'s:3�L�Dates: 1� I"�� Contractors: ( V /1��I..X�1) �Y : City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a reguler basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is L�] an existing system [ 7 neW construction) YSTEM CONFORMITY 1-3 : �'CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the ti� of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into gro�md or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodptain; any system which may.or mey not meet all the location, design, and construction standards of the current City Codes and which ts failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the dist�ibution device and the limiting soil characteristics. (The limiting soil characteristic �l has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identi'fiea, this classification may be subject to revision.> TANK CONDITION C5-10): yahk inspection indicates: (� P�mpout not needed at this time. Solids accumulation in tenks indicates they should be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. 7anks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be punped out uithin 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. lnspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 [nspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation). If tanks have not been pumped out within the last three years, they should be p�anped out now. DRAINFIELO CONDITION (11-14): Dr�nfield inspection indicates: (1� Drainfield is dry, no surfacing evident. 1z Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be canpleted within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS (sloae.setbecks,etc.): POTENTIAL FOR SYSTEM fAILURE (deaends on soils,water table,etc.): � COMMENTS: Date of Inspection S ptic System Inspector Note: in the event that this inspection report is used to satisfy the requirements tor a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properlyi but is merely an opim on of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER I ,��/ � ADDRESS �/ �� !� ��°�--� 1�� PERMIT NO.'S. }��L DATES j�='6 9n CONTRACTORS QLi�� EXG, City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is (� an existing system � new construction) �� Meets or exceeds current City standards in all resPects relating to design,construction,and location.Appears to be operating properly. � 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes.System appears to be functioning properly; no major upgrading of the system is required at this time. � 3 Does not meet current City standards in many respects relating to design,construction, or location.Appears to be operating adequately at this time, but has a relatively high pote�tial for future problems. No major upgrading of system is required at this time. � 4 System may or may not meet current City standards for design,construction or locatio�, but is failing to properly treat and dispose of the current input, a�d is endangering a water supply,or is a source of pollution to surface or groundwaters,or is creating a safety hazard, or is otherwise creating a public nuisance.Please contact the City I�spector to discuss system repair/ replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may require your action) Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not f�Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in ta�ks indicates they should be pump- have not been pumped out within the last three years, they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drain ield inspection indicates: should be pumped out as soon as possible. �Drai�field is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace- Inspection risers (4" dia. pipe) must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Futur Expansion ❑ Soil table,and system condition) �Adequate '� High water table -� Low ❑ Fair ❑ Lot size ❑ Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: �3�-�/ � Date of Inspection eptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/ Inspector's File GOLD COPY/Homeowner , SEPTIC SYSTEM INFORMATION STREET ADDRESS ZI �� S�/�C 7`� ��CIJ�YVI�tg �Jp/2.,'T�J LOT BLOCK SUBDIVISION T!-fILLjPS WooDL.a*f1� /�,Z/14-r.� MONTH AND YEAR TESTING DONE �G�'ag��2,_ J 9�]S ITEMS ALREADY COMPLETED�/) Q�yL�_'"��S � SoiL- l�t�i2.lN � S NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT: OBORINGS �PERC TESTS �../ /�YSTEM DESIGN �< �ITE PLAN .�. O OTHER OCOMMENTS DATE THIS SHEET FILED g "�S -� � BY �%%�� SUBDIVISION FILE NO. ' / �� ,z;=.1,'. �h� i'^�� ;�'i � C_ '�(�-�7�P�+.��"'� O ' . , . � �_ ��- f g�. ; . g��- , . �_ / _T L, f3L� ' / �H/LLlPS V"ooDZ,�N� J�29Gcs L� � �� ?� r� � 8 � 545 Indian Mound Wayzata, Minnesota 55391 October 13 , 19 7 8 (612)473-4224 Mr. Paul Philips 2160 - 6th Avenue North ' Long Lake, Minnesota 55356 Re: Percolation Tests for Lots 1 and 2 , Block l, Eckstrom Addition, Septic System Design for Lot 2, Block 1, Eckstrom Addition, Orono, Minnesota. Job Number 11-78-56 Dear Mr. Philips : Enclosed is information requested for an on-land sewage treatment system for the above-referenced lot. The drainfield information is based on percolation tests and soil borings performed on October 3 and 4, 1978. Six 6"-diameter percolation test holes were augered to a depth of 3 feet. Three 1"-diameter soil borings were augered to a h of 8. 0 feet. LOT 1 - The soils found on Lot 1 are Hayden clay loam, Glencoe silty clay loam, and Lester loam. These soils are mapped in Figure 1. Soil borings indicate that in the test area the water table is at a depth of greater than 8. 0' . The percolation rate for the primary field as tested was 25. 0 Minutes/Inch. The percolation rate for the secondary field as tested was 27 . 3 Minutes/Inch. The location of the percola- tion test holes, soil borings, and the proposed drainfield areas are indicated in Figure l. Percolation rates and depths to the water table are shown in Table l. The soil logs of the soil borings are shown in Table 2 . Because of the acceptable percolation rates and because of the accept- able depth to the water table, a conventional on-site treatment system is recommended for this lot. This recommendation applies only to the test area. The soils found on Lot 2 are Hayden clay loam, Lester loam, and LeSueur loam. These soils are mapped in Figure 1. Soil borings indi- cate that in the test area the water table is at a depth of 4 . 5' . The percolation rate for the primary field as tested was 44.0 Minutes/Inch. v� / } � Mr. Paul Philips October 13, 1978 Page Two The percolation rate for the secondary field as tested was 37. 0 Minutes/ Inch. The location of the percolation test holes, soil borings, and the proposed drainfield areas are indicated in Figure 1. Percolation rates and depths to the water table are shown in Table 1. The soil log� of the soil borings are shown in Table 2. , Because the water table is at a depth of less than 5.0 ' , a commercial � on-site treatment system will not function properly. For this reason � an innovative shallow trench system is recommended for this lot. I � have enclosed plans and specifications for such a system. This rec- i ommendation applies only to the test area. Stated percolation rates are averaged for the locations shown, and no guarantee is implied or expressed that these conditions exist for the entire test area. If you have any questions, please do not hesitate to contact me. Sincerely, E. A. HICKOK AND ASSOCIATES `�f James P. DeBenedet, P.E. JPD/j e 1 Enclosures . . � % `I � � TABLE 1 PERCOLATION RATES AND DEPTH TO THE WATER TABLE LOT 1 - Percolation Rate Depth to the Water Hole (Minutes/Ir�rh�, Table (Feet) — � } \ 1 30. 0 ; - 2 � 26. 7 i - 3 j� 24.0 - 4 i 34. 3 - 5 \ 30. 0 - 6 �. 21. 8 - Sbl �--. 8 ' or Greater Sb2 - 8 ' or Greater Sb3 - 8 ' or Greater Percolation rate of the primary field(holes 1,2 ,3 ,6) = 25.�Min/In. Percolation rate of the secondary field(holes 3,4 ,5 ,6) ,,h" 7. 3 in/In. LOT �. - Percolation Rate Depth to the Water Hole (Minutes/Inch) Table (Feet) 1 40. 0 - 2 40. 0 - 3 16. 0 - 4 80. 0 - 5 40. 0 - 6 120.0 - Sbl - 4 .5 ' Sb2 - 4 .5 ' Sb3 - 4 . 5 ' Sb4 - 4. 4' Sb5 - 3.5 ' Sb6 - 4.5 ' Percolation rate of the primary field(holes 1,2 ,3,6) = 33.0 Min/In. Percolation rate of the secondary field(holes 3,4 ,5 ,6) = 37 .0 Min/In. y . , ' TABLE 2 LOT 1 - SOIL BORING 1 - SOIL BORING 2 - Depth (Feet) Material Depth (Feet) Material 0 .0 ' - 0 .5 ' Grayish brown clay loam 0. 0' - 1.0 ' Grayish brown sandy 1 a 0 . 5 ' - 2.9 ' Grayish brown clay loam 1. 0 ' - 3. 0' Yellowish brown clay o � 2 . 9 ' - 3.5 ' Yellowish brown sandy 3.0 ' - 8. 0 ' Yellowish brown silty c clay 3 .5 ' - 8 .0 ' Yellowish brown silty clay SOIL BORING 3 - Depth (Feet) Material 0 .0 ' - 0 .4 ' Dark brown loam 0 .4 ' - 1.0 ' Dark brown clay loam 1. 0 ' - 8.0 ' Dark brown silty clay LOT 2 - SOIL BORING 1 - SOIL BORING 2 - Depth (Feet) Material Depth (Feet) Material 0 .0 ' - 1.0 ' Grayish brown sandy loam 0 .0 ' - 1. 0 ' Grayish brown sandy lo 1. 5 ' - 2 .5 ' Grayish brown clay loam 1. 0 ' - 2. 0 ' Brown clay loam 2 . 0 ' - 7.0 ' Yellowish brown sandy 2 .0 ' - 8. 0 ' Brown silty clay, clay, mottling at 4.5 ' mottling at 4. 5 ' 7. 0 ' - 8.0 ' Yellowish brown silty clay SOIL BORING 3 - Depth (Feet) Material 0 .0 ' - 0 .9 ' Dark brown loam 0 .9 ' - 1. 8 ' Yellowish brown clay lo am 1. 8 ' - 8.0 ' Yellowish brown sandy clay, mottling at 4 .5 ' � y... . � -_ , �,' I . . i i �;-� ' �F ��e �var� �z- �a�i� � � .�= �� . �--. � � � , �. � � '-� � oT � , ,� , � � � �. .�.�� ; � -:� ..:� ��.�:�'x- � � ..��,- � � � � I \ . ` \ � � �� , � � � � \\ � �'� \ � i \ � � I ` � � � \ ,I ` �\ ; � I-IbYC7�N �I.I�Y � i ; �� ;,UL�('1 Z-�'/� �� - � � � � �� - \ � � \ � � \ �� ;,.� � y_3 k -� _ � �\ ►'-a ° � \ \ ��►r'' -'�~' --'�C � � � ^�Ip \\ `,\ I t� , �� ,•� � �,_ , � ' \� � � � i \ i�-lo � I �� := . \ .= E .`-J;J�>p�`�( ` \ \ � �l � I , � UL��v,�J� �i l�'r '� _ �, _�,�, � � ��a`�' l-� � � \ ` `e 1 ,\ � + � � I � ��N %/� � � ; � �i / \ ,i( �, U/ / . � `; � 1��- � -} , vRvt.lv.� r-t�, E.A. 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