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Home My WebLink AboutSewer/septic info . � � p . �� ss� �o� O O CI'TY OF ORONO Muaicipal Offices �,, �, Street Addrass Ma�ling Address: � G'�' 2750 Kelley Parkway P.O.Box 66 �i Orono,MN 55356 Crystal Bay,MN 55323-0066 `�'ESHo4' To: The Current Ovcmer of Address 1340 BALDUR PARK RD 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 954-249-4626 witivn 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) Pum Needed Yes No The city recommends the septic tank(s) andJor lift ta,nk be serviced and pumped out every three (3) years. City records indicate the tank(s)were last pumped out on �� • O� The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: Inspector: Date of Inspection: r� -C.J / Telephone (952) 249-4600 . Fax(952)249-4616 www.ci.orono.mn.us � o� o :., o �4��::w- c i�Y�� oRoNo � �r�'�;��,,�' .'� � ?k�� ;. ��, Municipal Offices �� .�,�G Street Address: °ISot-a4 9-�6o O .f, , Mailing Address: `�$�Hp'g' 2750 Kelley Parkway P.O. Box &6 Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: �� ig I �� A �� c� 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 been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-3): � 1 "CODE SYSTEM"An ISTS which meets all the location,�sign and construction standards of the cutrent Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and wnstruction standards of the current Orono Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or eazlier,and which is not failing or an imminent threat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A prohibited LSTS;an IST'S located within a�signated 100.year flood plain,any ISTS which may or may not�et all the location,design,or consttuction standards of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturate3 soil or sand beiween the distrtbution�vice and the limiting soil characteris6cs. TANK CONDTI'ION(5-7): � Tank inspection indica.tes: 5 Pumpout not needed at this time. 6 Septic tanks must be pum.ped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped ). Make sure septic tanks are pumned throu¢h manhole and not throush white inspection niaes. This allows for the proper cleanine Keep water softner and iron ftlter discharee out of seatic svstem to prolone life of drainfield. Ask pumuer to test alarm float to verifv alarm is siill worlune in vour house. The alarm warns owner that septa�e is about to backup into basement 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If tankc have not been pumped out within the last three years,they should be pumped out now. DRAINFIELD CONDTTION(8-10):� � 8 Drainfield is dry,no surfa.cing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is sa.t�u�ated and visibly discharging untreated efIIuent to the surface. Contact the City Inspector immediaxely.Repairs must be completed within 90 days. COMMENTS: � � - I �� - O� Date of Inspection Sepric System Inspector Note: 7n the event that this inspection report is used to satisfy t�he requirements for a mortgage or otha hznsfer of properiy,be advised that this report do� not g�arantee or certify that an existing system w�71 continue to function properly, but is merely an opinion of the adequacy of the system under ciurent condidons based on the available information. .i . , � 0�1YMERS � EPB�ORSE6I�ENT LOAIY p � Attach�to a�d forming a paet of F�licy ��. 29 007� AC(D OAOOiZ�� ' la�ta�by c�'c�cco�r�s��v��co��►�r� Schedule' A, I�em l�tumber 5 is hereby amenclecl to read s Lc�t 30, BZock 1, �tBal�dur Park". Toqether with aa� easement fo� rivate sewer �y�tem u o�e� over Lot 31, Block 1, �Ba3,�lur P�rk", as conta�ned in �ocumeat �to. 1440581, �i3es of Reqistrar of Ti�les {See Ordier pocument No. 1�1�3�8) ; Tovether with a nonexclusive easement fo�r drivew u oses over Lot� 21 throuqh �9 inclusive, Block 1, ��Baldur Park", as contained in Docwnent No. �s 144t?581 and 1Q75018, Files af Registrar of Titles (�ee Order pocumesat No. 1614358) ; and refontted by Order pocument Number 2518347; Taageth�s with a�n easement £or driveway purgoses over Lot 20, B�ock 1, "B�1dLir park'° as contained in Document No. 259399�, � �l C�'� l �� .� �,�2 � � �� `his�adorsr�ment�s made�part of the commltment or poEicy.it is si�bject to all the terms oP ths commitment mr po{iey and pri�r endors�me�sts.Except as expressty stated o�e this endorsemeM�the terms,d�tes and amount of the commiiri�ent or policy and prior endorsements are not ct�anged. 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'tYI leW1�1 rI/O fPIM01�1INJlrY1� , � . ��.rMre L.�r�niA'�u eine[��al law x �m ne►. +17'7.iU77 oRd�� •/.nvaa�ew n r � wrd pr�rli.s n/PA.awwd pN.Ih.ir ami f+u,tJv rure�ira�a/oaiQ�aN(n.oed/A.hrtrs.�nd.unrn�a(r8. .y,.��r, n�.rinst n!! r++ver� 1��./alJp •lnln+lw j w Po�iaim tb�trAn1�n►irwv M►P fAr.rnl.a�rAirof f•. .• � i��.wlm�arr�.if awy. ��roi�Gr✓we n�ewlinwrel.tAt�4i`I P��I SC/sI !A♦ �I�d J�+v! 7e1f! If'o�riwi �sR Dn �es�G�/ �eeinl. rk...��d j,eAeles o/rs.pw�„s tie rw JII/PptA{O ML th�S r •- . . l.xedw tAo 4ey awd lprmr�d nAwv w►ilt�� /1 �n ��/��, � '-- —'-- , � ' � < /1�1 � l,a 'rorwn o/ � r�CJt,..rCl.� '��\ - � �j'+?r".�'t!s�/ S• � . } : �� , � � � - . - , � E � . . . . � ' � � � � . . . .�,� .�. .�v . o x .., a !Bff'A:Y^M'^ _ .. ..�.. _ ... - _ . _ . �_ T°� ^ •, �+ua ;!.� p�r.� •� .. • _.�t r �.,P i�M I / f � � " �• � SEPTIC SYSTEM APPROVAL . . ___, . o �; :,;\ ��0�0 �OPY � � 0 0��, �� , s, �;n !� CITY of ORONO .� �a�� . -��.- �,; �, �� ', `�f, , � l�r Municipai Offices � '�'y' i '� � 1�i , '�'i„'!;� \�,,ak�'^ G �,� ,�j� Street Address: Mailing Address: ��E+gg0g' � 2750 Kelley Parkway P.O. Box 66 � �__= Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner �t�� Phone(Home) (Work) Address 13�1� (S�1��r ��1� 6.� City �c os`,� State Zip Site Evaluator Robc�� Kae1. State License# 1 a 3 Phone# ��3 p 4?�_ �637 Type of Establishment: Single Family�_ Multi Family Commercial Est. Gallons Per Day No. Potential Bedrooms � Slope: — Depth of Sand: Upslope: Downslope: Soil Sizing Factor . � 7 Perc Rates P-1 �3b� P-2 �,� P-3��,� P-4 1�.�i P-5 1'.� P-6 P-7 Restricting Layer Depth B-1`�,� B-2 3a� B-3 3e� B-4 B-5 B-6 Type of Treatment System: Standard�_ Alternative Other Performance Pressurized Mound System At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System�_ Holding Tank W/Alarm Septic Tank Size 1�� #of Tanks � Lift Tank Size f�� Pump Brand GPM 4� Head f�.°Z Treatment System: /� Minimum �7�O Square Feet with b inches of rock below pipe �v4e�Bed �� 6` Mound Treatment Area THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector(952-249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED�_ DENIED By the City of Orono subj ect to existing regulations and the following conditions: — �ce S�a� o� r� -�►� o a en��.eS o ee Co�c� �is• 0�ca- �c , s �.a�t g�aRZ �1�i-tr n�+�c S>�c. �S �e�a,tclz `_ J iC,�,01 '3�� s`�1'�S`\��C S " 'V(�`'�! '�' Pt�.T S��4 _ By: G�� ,(�,�� z.7 � � Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-460(1 • Fax(952)249-4616 www ci.orono.mn.us . ` . , ��h's �� Yes��g ' ` p.O. E;JX B1 � � Lo�.��i.o, MN 55357 Tel: (6�1479-2.637 ��, Fred Puzak 10/15/O1 1340 Paldur Park F,d. �Z'L�lit.., �lI^R, B Ab�ve �1ddr�� N The abave site was tested on 10/9/O1 and it was determine that two sites d�.d exist to inst�all two drianfields on. In i.he prirr,3ry site a preesurized bed could be installe�l ��'�ile in the alterna�� site a preesurized �� trench system could be used. The average percolation rate was 22,5 min/in, and the depth to mottled soil was at 3.5-3.8 ft. The depth � of the pressurized mound would have to be 6-8 inches and the maximum size of the �e�nd tiaould be 750 sq,ft. ( 30 ft. long by 25 ft, wide ) This size me�rrrd would accomadate a :� b`droom home ( 450 gal/day) Calculations 450 gal/day time 1.67 sq.Ft./gal/day = 750 sq.ft. # This is the maxim,um amount of area avialable. Amount of rock needed --28 yds, 40 tons ( pZus or minus --10� ) This systemmust be pressurized therefore a pum and a pump is needed'; Size of pwnp tank-1000 gallon Size of pump---40 g.p.m ( must ��vercome at least 11.2 ft. of head press.) Pumpi.nb Raea--119 gal/cycle ( + cpcles/day) Notc; '1'h� L�ngtl� �f trc� l�erforated laterals must be 28 ft. long ( use 1 1/2 in�:h pipe and �lle �crforated hol�: s.ize must be 7/32 inches in diemeter an�� spaced at ='. `� it. �{-.��i�L :n o:,�� ..-- rr�r �he 40 gal/min pump to be used. T!-�e �;a,��t,e-� �� :��:�;.I:. �; ,,��l;i ;�e 6 laterals and they should be spaced at 50 incl-ies U��'.1 i l e Ai► alarm system niusL b� ��:;L-a1.Led i:_ the �ouse 'to indicate pump failure( this should be Y�oth a �pe� 5ound and a light alarm system. Size o� sep�ic tanks needed T1�0 10U0 GALLON TANRS. tl�ese tanks shoul.d be pumped o_'rt� out every 2-3 yeass. TL�s �ractice will enhance tlie life of L-he drainfield In the alternate site a pressurized trench system would be needed, this should 250 lineal feet of pipe Size of trenches should be 3 fL-. wide and 6 inches of rock under the pipe and these trenches should be space at 5 ft. a�,art on center. This report should be added L-o the r�;,��:t dated 10/9/O1 Sit valuator �� , � ��4M�. a�►�� Robert A. Roch M.P.C.A# 193/1429 �� Fli�t�..� _ ; ��r� fJ1PCA Certifi�d __1' ��,�=ss � /� 'S�o ,h�•C,U v2 �� ' � ' �'`�� ✓�' ' o/Zoi✓�, �y�� 1 " = .�o � �� 3� � �� r 3 / 0 . ��U �. �� l�o �;°'o rr�.� �f� �� yJ,.vN'7�'%� N�� , � � � CITY OF ORONO ,e'.. '5 IC P RMI�T• N RE1tiE.� ✓' � 11VSPECTO ATE 6��-e P�R�QtT NQE.��,� 1 . � �f� �' APAROVEDAS D � APPAOYE�WITN Al�i�M� d � j NqT APP$OY�D�tM�'�� -- ' `�"b�ocmnrac�m��r�ne A�llrt�iN#�� ..� o� , M�tcompt�.iQ�t��iirwi�ttw�. Lv�rwa..l �\ �Q�//�� i ��'iI�MR �'� '1 � ,> `�� . 3.�� ,� � .�..�'�,n��- � � �l . ��'�. iC pl�rP/lt,� �� , i � � S � � `� o�� I � O I � �� J��a�r � � �c�v.sUl,�d �„�_ •(�� i � So �,�,, c,3 N j G � - J �.� 1,-� G, i � �� 1 i / �'' I � � s � �! 3 '' ' I �' � I i�� G �. �.� �d�i�. �j:- � �" . .•`� �� G f/S t / �-� � ,:� ' j � x � ' � � `'' � �� j�"`.�� -,1 ! / � ; � �� ''.� 1 1 4 ,. �a�5 � � � i � �P� � �, ` � �� , � � � ,' , I ' �S'i � , ,�.. • � � I �� d � C� �� _ � vz � � � 5 A�`�` � � � � . �. � — — ,�---- �? � a� - - - -- � �.:�� -� '. - �NG1t�UND SEWAGIE TIZEAT1VIia1�IT SYSTEM WORKSHEET ' �L�W �� cX � > ' A.� ��stunated� ��% _��l� Fstimaled Sewagc Flo�w�in Gallons per�.iy mea�urea -- -x -----.= i�gpd N o� a�� a�u a�m rv B. 5eptic tank volunie __i�allans . �°"'� z 2zs �w� Nr,� ` as�� xx, Zix T�u,� SOILS(Site evaluation data.) \ 3�s z� ;,� C. D�pth to restrictulg layer= •��_feet C.�a �� 6 � su �z " / � ios�i t�u 3�c� u D. Maxiriium de th of system C-3 ft= O•S feet s izuu b�s aua � E. Textur��G ��/ Percolation rate:�_MPI �� F. SSF �• �'l sqft/gpd Se ticTankCa acities in allonsl a��„�� /�'11'�( G. Slope � % Liquid capacity Number of Minimum Liquid Liquid capacity with with disposal& Bedrooms Capacity gazbage disposal lift inside TRENCH BOTTOM AREA z or tess 750 ' 1125 Isoo H. For trenches with 6 inches of rock below the pipe: , o - �Spp Z000 A x F= x = sq ft of bottom area s or isoo zzso 3000 7.8 or 9 20� 3000 4Q00 I. For trenches with 12 inches of rock below the pipe: A x F x 0.8= x x 0.8= sq ft of bottom azea Soil CharaMeriatics and Soil s�zing Eactors J. For trenches with 18 inches of rock below the pipe: (SSF)forSewage l3•�p��;o,>> rcola�oa rate A x F x U.66= x x 0.66= sq ft of bottom are� c��' ��i�� u�,�e gallon day K. For trenches with 24 inches.of rock below thet�i e• F��,a�� c�.xs�,a — r P � 0.1 to 5 Medmm Sand 083 AxFx0.6= x x0.6= sqftofbottomarea a„os �m�r�°� 167 h L ��_��27 6 to 30 Loam — 1Z7� SEEPAGE BED BOTTOM��REA ' ° S,i� ��0°� L. For ravit beds with 6 or 12 inches of rock below the i e• 46to60 ��„`a ci�`� z'� K Y P P ' • s,i� c� 1.5 x A x F= 1.5 x x = sq ft of bottom area slowerthan c� — s��ay�Y For pre5sure beds with 6 or 12 anches of rock below the pipe; s��yc�Y t��I'='�J�� Y,�,�7=�5�.� S] (t '�i bo�iom area 'Sod too coarse(or sewage treatme�l - '1 Use systems(or rapidly{+ermeeble soJs "Sod having 50°/or more iine sand t very luie sand. "'Soil with too high a percenage of clay(or �,��1��F�r.�C/��ivg,��,, �retaliation o(a slandard inRrounJ system �.f 4 M. ROCIc c��ptll bei�lro +?isi!'iC.ttiG^�Y�G 71i1S 0.5 fOaf times botcom area: Soil CharacterisNce and Soil aizing tartors _ . M=Rocl:depth+6 inches x Area(t3,I,J,I.,K) ISSFI for Gravelless Pipe � � L pe�colaUon rate w�uare feet/ �C�. � +U.5 ft)x�= 7�� CU lt (minutes/inch) soil le�ure gailon/day N. Volume in cubic yards=volume in cu ft divided b 27 F��u,�o.�• c�,.�sa,�d —' ...� Y O.l to 5 Medium Sand U.7b M=27=cuyds��=27=a� cuyds o„os ��,�« ob 6 to 15 Sandy Loam U 42 O. Weight of rock in tons=cubic yards times 1.4 �b�o�o �am osb [; 31 to 45 Silt Laam U 67 Nx1.4=tons x1.4=�fa � tUIlS '�- /G Q '16 to 60 Clay Loam(��CL) U.74 , Sandy DISTRIBUTION s��y`' - �W�u��o s,�ay c�y (Check one based on slope)�Bed(<6%slope) s��Y c�ay 'Soil loo coarse(or sewage treatmenl. Trenches Drop boxes(any slope) Distribukion box(<3%� Use systems for rap�dlype rmeable sofla "Soil having 50°�or more I'ine sand a very Ime sand. "'Sod with toa h�gh a percenwge of day!or �reUllation of a standard inground syslem SYSTEM LENGTI-i P. Select width= ft Q. Divide bottom azea by width: (H,I,J,or K)+P=lineal feet G..�e.��r Fabnc • a:bs:e:a'io"be::�4::4. =2'R��ctCma T = lineal feet a�;s:s:�� . . oe::4 '°��:5,' Gravelless Pipe(10") (Flow x Gravelless SSF) ..:�: .,ob;; i4•��,. ` 1 x = lineal feet a s�s;, °'�a� .0;:4:3 beP::°$:3°qce;oe° Chamber(H,I,J,K(based on hieght of Chamber]=width of chamber) a::s:q°;:.9';3 oyoo°.:;s8 = lineal feet o�ba;„�$;s:s::s;a: a:Y 9e «ba o�� u eCvo'"O°ro� o EY2'�"RoCk yb��n`°�o'� �oe.4 4�. �ye�.ig:4b:Ybqoee:° 3�4-21�2� LAlNN AREA .�:�o�;sAs;_ots:o•s• a:e:o;,sato•s,:'s:oa�g a:a:S:oSe.oaS:t:QSu iZ. Select trench spacing,ceiiter to center=_�feet a•�s'��`�a ao•a°a�� S. Mu!�iply tren�h spacin�by lined!E�et F x Q=sq ft of lawn area '&�•"''a'� X _ ; � 3.Show location of house,garage,driveway,and all � � �t other improvements, eacisting or proposed. Lp�y�,�� 4.Show lc,cation and layout of sewage treatment � 1.Select an appropriate scale;one squar�= feet. sy�tem. -' 2..Show pertinent property boundaries,rights-of-way, 5.Show lc�cation of water supply well. easements. 6.Dimension all elevations,setbacks and separation distance s, , ' � ' PRESSURE DISTRIBUTION SYSTEM Ceotextile fabric � ` 1. �c'lect numb�r of perforated laterals " uarter inch. erforations s aced�3' • 12�� ? ,J ft ; ... . . . '. � . y"uf'F��k . 2. ��lect��rfora�*ioat si�aczn� _ ' . - � � - + ' ° . • Perf Sizing 3/�'' '7�3 Z�� . � 3. �uice perfurations shoulc�not Ue pl�.ced closer than 1 foot to Perf Spacing 1.�' _ . th�edbe of the rocl:layex (see diagram),subtract 2 feet from � � �ltt:rock layer len�th: , E-4: Maximum auowoble n�r,�ber of 1/4•inch per(orafions � per lateral to guarantee<10"/o discharge variation -1�cl�la}:��r -;� -` rt = Z.� ft perfqraHon spacing ,�. i_��tern.i.�� k!«n��n:�er or sn«ces batti een p�r�orations. feet 1 inch 1.25 inch 1.5�nch 2.0 lnch �)ivide the length(3) by v�rforation spacing(2)and oX und ,i,nvn t�nearest whole nuniber. � 2.5 8 • 1a ld , 2d P�rforation spacing�-��ft=z� ft=�spaces :�.0 8 1.; 17 '20 5. .�umber of perforations is equal to one plus the number of 3,3 7 1? l0 25 ,��rforation spaces(�). Ch�ck figure E-4 to assure the number of 4,0 7 11 15 23 ,��v forutions per lateral gacara�ztees <10% discharge vari�tion. 5,0 6 10 14 22 � �� spaces + 1 = 1 Z perforations/lateral E-6: Perforation Discharge in gpm 6. �. Total number of perforations = ��crfu;�tions per lateral (5) perforation diametar tim�s number of lateral� (1) h�Ud inches� (feet) 1/8 3/16 7/32 1/4 � Z perfs/lat x fo _lat=2�perforations �,Oa 0,18 0.42 0.56 0.74 G. ('al�ula<<� the:;qi�are f�:�t�3bE'per perforation. 2,0� 0.25 0,59 0.80 �! U4 ::!��,,�.1�: bt ��-�'� sqtt;�P�•f. Dotrs not upply to at-grades. l:c.ck uc��: ar�_a � r x:< �� dih ;ft) x g�ck length(ft) 5.0 0.41 0.94 1.26 1.65 —��' I�t X__y'�—ft'--7�c=�qf�i , ° Use 1 A fr.u�tor sin�l�7-family homes. S��uare Euot��r p�rio�:a�i�n �= Roct: �ed area-�-number �t perfs (6) b us��rr��r .��-�nvrr��r ��i5� ' 7 s'c� s�ft=_ �� perts = /o�y sqft/perf __ _ ;. )�`e�.,�n��:c��i_�d i'c��,� rai:by multiplying the total number o,'' � ,� ,,�w ,�, �� , ��r�;.,��,;�:; ��=:,,; b,� :::�r� p�r perforatiori(see figure E-6) � ��,�«�c��p �,3_� �� s �'%� .�� , -�-�—t-�'-•° x �' �..�Pmip��r{s='YU gpm �� 8. it laterals are connected tu hea��er pipe as shown on upper �- ;.� S� dletriU161oCUGu� �xample,to select minimuin required lateral diameter;enter �� olppenc+npu+rA i�bure E-4 with perforation spacing(2) and number of perforati�,-�� :�g�e E•1:Man�old located at End of System per lateral(5) Select minimum dia�rrete�for - ��erforated lateral= incltes. FigureE•2:Manifoldlocated i%��"a"� In the Center ot the System y. �f perfurated lateral system is atta�he� to manifold pipe near / �lic center, lower dia�ram,pari�orated lateral length(3)and ��y�� / ��umbrr of perfurations per lateral (5)will be approximately one `�-�� ,j� n��lf oY that in step b. Usin�; thr�se vaiuc��. :,elect zninimum '� `��% � �,�'�%_ytenaetu:cu�n ,li.��n�t�r for perforated lateral = � //Zinches. i orwwua�,��G G'" � 3�� .� '/%' H �uu�n'x.inN� � � i ---- `. � �e.�:.iy th� i h.,ve�,ro,rr�let�a ttus work in accordance with appli�able ordina.ncrs, rules arid lativ�. ��- ,- -� ... GCtL;�(J �� '�o si nature' �� (license#) L�'-{—��..� ��'J�.(date) --r -� -- -�- ---�___—1 � 1; .. . PUN1P,S'a::LECTION PROCEDURE Perforation Discharges in gpm �A. Deter�nine pump capacity: perforotion diameter - gravity distribution head inches .. Minimum required di�charge is 10 gpm (feet) 1/8* 3/16 7/3? 1/4 2. Maximu�n su rested dischar e is 45 tn 1.Oa 0.18 0.42 0.56 0.74 ��-, g gP pressu re distribution 2•Ob 0.26 0.59 0.80 1.04 see pressur� desibn worksheeet 5.0 0.41 0.94 1.26 1.65 Selected pum p capacity: � gpm °Use 1.0 foot for single f�,m��y no�-�Ps b Use 2A feet for anythm��Ise. ' Potential for plugging B. Detea-r,�in� he��! r�qui��mnents: . 1. Elevatic�ti ��ift:��-�-�c��i�E:��1��'en }�u��:nd point of diGcharge. S� fe�i � 2.Special h��l�� rc��uirem�nt: If pum��n�; t� a pressure distribution system,five feet for pressure requir��c� �it m��nifold. If gravity system,zero. `S feet SUd treoim�nt 3. Friction l,,tis sy�t�•m „_ �,� a. Enter �ricti�n loss table with m and i e diameter. total pipe �p p�p �ength Read fri,•tion loss in fcet er 100 feet from table. ; �.�. � � ela��otion Z ,. p h,et : �•_• r�. diffc�r��nce �� F.L. _�2-� `� ft./100 ft of pipe piPe �. .2 3 �� ; - - ;. r� b. Deterinine tohl pipe length from pump to discharge •` ' Z .. , . ;--------------------- ---- - ---- point. E�timatc by adding 25 percent to pipe len�th for fitting �• •--`- loss. F.��«ivalent pipe length times 1.25 = tota�pYpe length s `3.5 x 1.�5 = � � feet , c. Calcul.ite tc�t�,l friction loss by multiplying friction loss Friction Loss in Plastic Pipe in ft/1l)i i ft by eyuivalent pipe length. Per 100 feet Total fri��tion lc�tis = �_x z.� v =100= � Z feet pipe diameter 4.Total hr��i rec�uired is the sum of elevation difference, special head gpmrate 1.5" 2" 3" requircrncnts, ind t�t�l friction loss. 20 2.47 0.73 0.11 `� __ + . � + �� (1) (2) (3c) 25 3.73 1.11 0.16 Total he�rc�i� __ /�% Z_ fee� so 5.23 1.55 o.2s r- � S�l� 2.06 0.3G ,� 4Q i c�.91 �64 �p.39 45 11.G; 3.�si 0.48 C. �'ump selection . ° 5u ��3.4� 3.9v o.5s _ __- - 55 4.7u 0.70 1. A punlp mu�t be selected to deliver at least�gpm 60 5.60 0.82 (Step f11 ��ith �it least �-Z feet of total head (Step B). 65 6.48 0.95 • 70 7.4-1 1.09 . • ` ''. , . . • � , .. :�C)SIIoTG CI-�[�MBER SYZ�NG , , I 1. Det�r ;�ine ar�a �u��n A. I:, ,tangle�rea = L x W I x_ = square feet — t3.bC...le ar�a =�(3.1-�) x radius in feet x radius in feet �'--lxnbtn I ��x_ itx ft=_ s��f: G G i area fr�m manufacturer _sqft Radius 2. Calc�:. :te galluits per inch Th��r� .�re 7.� �allons per cubic foat of volume, therefore mul�:ply the area(lA,B or C) time5 .he con��ersion factor and divide by 12 inches per foot to calculate gallon per inch. Ar�� 7.�=12= sqft x 7.5 �12 in/f� =r� gallon per inch � ��...n. 7'a,,,�, — [o�o��o,� Legnl Tn�ik: 3. Calcti: ,:� tot��l tank ��oltime ,�. L�c, :i�from bottun�of inlet pipe to tank bottom �0 in 500 gnllo�:s or ti. To�. . tank volumc= depth from Uottom of inlet pipe to ta;�k bottom (3A)x gal/in(2) 10�0°'� the Dnil�flow _- '-J U _i1; • _ =L�_�.^';ui=_�gal OY Alt�r�inting Pu�2ips -�. Cl':::u. .:�gail��i�:, tu c� ��:pu�np ;�.i h Z-'incl�s of wa.er covering pamp) (Pun�; �nd u:.�ck:�,t�,;►. {�n��:) +2��.�7) x ga'lon/inc:; AJ:EsumotedSewogeFlowsinGallonspetDay (_`_['�. __in r? in) a �-5 �;:.:/in =�o�allon numberof bedrooms Clau I Class p Class III Gau IV �. Calct� .�e total pump�urvol��;ne 't o1� �S 180 60`b A. Sel�. ��ur.. , si��for-�-�do�:: per day Gallon per dose=gpd(see figure A-1) 3 4�t1 300 218 ofthe / a�- ,per�i.:y=''��`r� �� =_��drses/day=��gallor�s 4 6LG 31� 2S6 uolues B. C.�l.i...�te d:.�vlbz_�l. ` 5 15� ;50 294 intne 1. 1� �zrmiit�toral pipr len�;�r��`�feet 6 4Q, 525 332 C{ossl, 2. 1,, cermine liquid volume of pipe,�gal per ft(see figiu•e E-20) 7 1G5� 600 310 U,arW 3. l_� .�;nback quantity=��ft(5B1} xOr/7 gal per ft(5B2)_�eal 8 l�U 615 408 calumns. C. T��t.,i �;�ump uut vulume=dose volume(5A)+drainback(�N3) ._/(�_gal T��a1= /� 9 Total gallon E-'_'0: �olume of Liquid in Pi 6.Float�.�.�aration distance(using total pumpout volume) Pipe Diam�te �d110riS�P.t f00t Total ��..mpout volumf,(5C)=gal/inch(1 •t � �L� —gal = 2� gal/in= � .�inch 1 O.C�7 1.?5 0.078 7. Cal�ul..�e volume for alarm (typically 2 to 3 inches) 1.5 O,u-�, Alarm i�pth (inch)x ballon/inch(2) _�i�-�x�al/in) = 7�gal �� ' ��.,1Z.-� 2.5 o.a� 8. Calcul..:e total ��llot� =ballons over pump (4)+gallons pum out(5C)+gallons alarm(7) 3 0.38 3� o gal + l�gal+_��ga1= ��Y gallons .� Q.(� 9. Tot.�l": nk L��,l!� ��t:,;;;al'�J. ;;?)+ �allon/inch(2) •�;�-y'. /� �+C -�� '� - �--- -Z�--�'�'i lp" 'LI(Q lIl ,^^', < -I-'�— — - •��•..•.t•`,.•rw.�..,:... ; t. i,�let �; :;..•_.:;.�d..,;.�r�: ..�,. >:�; �.,. �,. - --- -----� �ipe ,;;, �� Recon��nend�d: l�O % ;•= eserve c�acity ;,� � /�'�� i�. c�so ,� .t alarm on Calcul..ce res�rve capacoty 7�`'/o th� daily flow) @ ,;;; _ _ _ _ _ _ _ _ ;�. Control Dail�,- � ,�a �, .75 =� ''.4 - � . _� �� x �- ��o gallons pumpout��ume �� - , � j � y� �� _�___.__�__ � g � ,., •, pump on -- . �` -- -pump oif� - -- �; control � � �' `'�3�� trol �,«-: :� r�:� f.. � i�� w�r�:Y.� �:v.l�i, ��:,i.•i1'>i.•:ij�yit;ti..'�� I h �rtii.,� thst 1 have com leted iliis tivork in accordance ��ith applicable ordinances, rules ana i�ws. � � r ,� // ° -"�� " d�%� __(sigl►�h�:ej ��3 /4� ZI (license�) _I��-S�� ;date) � � 1 s . ' � • � ' 1'_'� ...�..�� - -...�.......��o� - ' A p....ipin� wnl: ot U,is ail� sr�uuld not bc ins[allc:d in a sitvZ:►oin `- �, w}ic.: :uiy .i.r'suib:,c�occurs. �ur��aunplC�with 6 galloAs of►it�inb.��a, . . `� . a pu�,.,� w�ul►i�ic��r�► ,,,;c ot�or�y 2��o��r�y�i�.If drainb:�cl . . � � i�i cl,.: aipc bct��:�a� clb�p�p su�d thc �ptiC kwk wCtz 9 gallous, �t,c ; ...11p �,��Pd �u��iuu c� i�vycl�concrnuously uncil it eventwally . .. bur�.�.� ou�. � . ,.�;. �� • V�/,t:....:ve:: �u�t� ;.p�.n� i� '��►� LO(1e:11VCf��iW SCW:I�'�C L(1 d SCPUC WAk. ;J,,,� ..,:u�.:� �t►.;�1:1 �c;li:,ut�:�t L�nainir.u��ch�impact on tt�c p.�ump• � ,Jil,. a CU+ii�.1CUi1t;i,�Cl1 l:ulk �1'iWG WIL{:,iLiC tiSrA, it1C VO1LifI1C • ,;.�, �. �;u �i�:�� tL�� t�►:.L.vuluu,�. Al�o,wheaavCr sewag�solids • .u� , ...u�„-.;, tr.-rc �1.oul 1 be .�•r� sr•�tic wril�s iu u��ri�s to provida ,• iur.. . �,�u....: s...�::� ��p;ai..uon. . ..Pc,,..,�i�� Stacian Sp�citi��tion� � � �;�. . ;�lc�.; punipic�o sc�uon wi�h a wnit,pump�nd cuuaols is shown i.,t�. .��.: 1�-7 :ui.i iri F-a ltl iYlulC CbCglillGC�L�d7'dl.T11C pWT1plA}�' W[l�► �llu:. •:.N�JL�riLati�llt..nd C..t��►uC�Cd OP ri]:�tCIi:uS Ih:li W311 AOi CO�CtUcl� �r,;. ,y. `,�i�c rt,:.ret��lc 5l..�Ibl� bG i11�W�iCC�Lll �1C j�iuW1L�S13Cti�CCC I311L V S 'C+c�.w.; !JC::.;u s':) Gi:tG 61Ailllj11C111`LC(�,�CrDOYLS CiLll�t,�'C� :.�::. .. . 11�� .. .: �6....�a:1`; t.u-.� � - ..,..�.�ai..u+arr�.r��us � w�� P�GGY � P►� W w�'�� r��-E COvt�c �.Cukr.D 70 PtcC# firCLOSuFZE-OR WCA►TE 1 �T�t uNiWTr�R�Zt,D iN h0usr 6aE►�M �w� e�p�,Y—�""� UtaION OR OTncR �vICK �.� w�� p�SCONNcGr t IT?Ihu 1 �.�i� Punu' i'OwER CGrt� . PiPr' 1•' u+iD �N � 24.Mwtir�.E UNlfuk.A St.Lh"'t fh�.�+t ; _ PUKi' Sfi.710N Uf' TJ - . , � s6i� T„r_a7��r E.,,�.n _,r�._ ` •�� Fp,� rrc0� �h..,�+ ' � _��-- ----�-_ — �,: �•�,� I� Y rW�1"�� kGn_ U,t CF+�in_ " If Fu�c �+7 T..�wc ��,�.f "" - . � --. � N17H At�G-�K BE LU►,cR 71�:aN U�:�v(r � iw,�. : �I t /►►, .ol�.rt�. FLOA7 GN StP�uW7r TO GE7 El.EvAl'IOtv a�K ELt�h�1CAL C16�G1�l� DRAINIy+U� A�/� WCri � ' ' R-�,;r� c�aunr � r�o�E��C �E � . i g " ;��}�rt� p�M �,� ` + % �'f � —L——-:ite�C.t�EY�t-s ._..� -r.r — — s,� �, � � �, � _ _ _ ��ut��.��..�_ - r �a -- _ /' i e��i M�Ie1NNl.1 �JK.�'rH �,-,, .,•...�..� Ll.�_�...._�aO.��- �0 0 ,.�t..i.��YY .............m _ .. ♦.1 u��1 �4'r� � i d `� '" o�.� :c��,� , ��- .,..�'� ' ^ � t•i��u�1--? I �� ""� �� 1 � Yv � � �� . � � �� . �� .. � �s' c��'� 3� '��.��, �pS 7 4 I � I i I �� , -____ � � �. � o � � � .q�j/ � a� • �i� s0 S�r, `��b �L' �jou •r � �� v � � � I � o �� - � � �, c� -� � g� � 0.� � ��..� � ��,� _ �,� � �.� � � c.� �� /3�'' � , �� . 1 `� � � a ,� �� , �. '� � �� - � � � �� -�� c�� . . � L�s af Soil 9orinrs � j��r� a��..��w�. Q� � � �l'1�G �) � �\ II-31 Lucatic�� or�i'rol�cc ' ,�v`, �orin�s cn�de �y �� , !�. C�,� Date ��„��G� ^ Clzssification System: M$HO ; USDA-SCS ; Unified ; otl�er � Au�er u�ed (checl: tiau) : tiand _, or Power _; Fli�ht �, or IluckeC ; other Depth� Dorin� number Depth� Corin� nuaihc:r in Su face elevation in feet fect� face elevation o ,�.�„�::. �,. c s�.-�. , ' .s'.� C s..�-- � 1 — G�� — a�� -��.�.��,., �G t2 _ 1 ��-��-��.�., �Gy�� d � �, � — IS �i Z — S�I ��(I l.V�+ C/'C'4.�NV' . , _ CQ`�:�� ' _ ��'�U�,� 1 O LJ f�'�'l.� 3 �,Q�'�`. �� 1 G �'J� y/� ��- � 4 _ Z' \ G __ �,, ��cveJ C..Q� � ; - � �,�y � /� , -- � ,�� l° `.� l „ ` �� l �. CQ �o f�Z� 6 h -- ��,�,�,s, �!�.✓C�U GLl:c�.! � _ � / , S��'c�-�%�` �"� �� —� ,�� „ �,, �� .� � — �_�.�� ,,�,� �� q -- 5��, �, �� ot��J �� . --- - --------- �� r,�y� `;� ��, � � ---- En� oE boring at � fect. Eud oF borinZ, ut � feet. �tandink ��ater tabl�.: � Standinfi watcr t��bl�:: . r I'rus��nt at Cee[ uf dep[h, Present aC feet c�t� c!e�tli, .. . _ __,_ ,_ l�ours lltcr borin�Z. hours aftr,r hor�n�. ' ':�:t �V�scnt in borinF liolc �T. Not present in b�riii,v, tiolc _�_. .'�int C 1.::1 ::ol� : r{uCticr.l Loil: • '�� / �- .._ �'L•�,�rvccl :ti �, l lt��_C uf dept'll. UUt:erved .lt � � fcet of c��i�Ctt. C.�a , ':<�t �:r�••.ent in bo�i:is� l�o1e NoC presen[ in bortnE; liulc ��l��rv.it;u;::; :�,id �r.��it�: Ubscrvatlons and c�uc�.en�s: n �� . �.��/C� �/��u� ' y �,� y�,�� C /1� /� . . `�W` / ' � T IQ � � � ,� /� l I . � � LoRs of Soil ?iorinrs � � � y B-31 Location or Pro � 4C (� �� .� �� ' � � � tiii Eorin�s made by • � Date �f�Z�L1 Cl�ssification System: A11SH0 ; USDA-SCS �j _; Unified ; otl�r.r � AuRer used (checl: [wo) : Fiand �, or Power _; Fli�ht _, or Bucket X ; o[tier Dept�i, BorinR number 7 DepCh, Eorin� numher in Surface elevatJ.on in Surface elevation Ccet . fect -� � �.�. C S�s. - i ; n , — � . , �� 1 — , � .��,e.%,-� ! ��,�7�/� 1 — 2 — � r� Z _... . — �QQ� �r�� u''v� — 3 � � G 3 ��,;�,.�uz-�n /o�,� /� 4 — /� �< <� -- ��,�hL ��-r.,,.,' l��1 R z// � —. ��.� �� s -- -- '"`�� ,J d� '�� '�o� — h �� , 1a /�. b 13 � � —. �,�� cQ � _ �� a ..__ ��., � �� y �� 1.� � � _ �� k � � , En�l of bo:ia�; at `� Eeet. �ud af borini. nt fcet. �t:�ud:n< ti��:iter tablc: � 5tandin�: water t��i�lc• . . I'ru:;�:n[ :tt _ fceC of de��th, Pre5etlt uC feet oi� c!epLl�, ., . _____ ___ f�ours 1l[cr borin�r, hours aCt��r horins. ' ':�:� {�esent in borin� holc �_. Not present in bQrin,v, holc '�1ott1�:1 soi?: Ttottled ;;c�il: . � ii �`��,erv�cl :�t _� �� t`��C uf dePt11.�4a Ub.:ervecl ttt _ f�et of c�ci�Ch. � ':<�c �%r��•,ent tn hori:i�� 1��1e NoC preseizt in borint� liulc ��l�:a,:rv,i�lun:.; :�cid �c� � ��;: Ubscrvatlona and cou��cnts: g , ,� •, - -'��`� �'�� y /��<�� . ' * _. ..�.__ ______._.__ __.. ... _ . ._ - . --------e---- ----�— . . � y � , ,\. � . . f�;�� .s � - Y'�RC('i][�d'�TI�N TB�iT SH7�IIT - Qj��Ic�, /3-/�U �U�(W�.��-�� }-iole M � Date tes!h��was prepare�l:�_ . 'Ce9t h�r'c l�ilion_ � inches , r�% � , Uep�t:�::��:e bottom: _.��_ enche9 Diameter of hole: . • Soil Dai+ fro�n tcst hole: �� v 1 '� • ' �e,.,�,,;�.,;�,:; soil texhire: � ' C� , �o _�'�r/,�!rfl.__ . ---,--- �- ' Method of:.cratching sidewall: c�.J Depth of pea size gravel in bottom oE hole: � inches �� L above hole bottom Date and hour of icnitial wa"er fillnng: �1�1/d� 3�Depth of initial water f'llins- • ,��r 4 hotars L'l ,�..c �il.J Methud used to u�jinWin 12`°�f vdater�ag�in h � j� Percolation test started at �- � (s�n/� Percolation lest cundnacted by; Cj J-Z,�/�y/ Maximt,m wa�er depth above holg bo!com duzing��sN ��v inches � ' WA-�-E� WATER pERC RATE con�ersions oy�•r"C�1�siL •w�� DROP ��F' GALCULAYION . � TIiME (rd�►Nt3�'E::T) DEPTH ��-actiun) (dacimal) 1l16=.06 F �-` f�� r�� A 1!8..13 i Z a,� s rn x�• __ � x -i-� nKo�• i�t.xc 16_ 1 - 3! . 9 �- S� / // �/ � (Dacimal) 2 3 =� �`�--- -�-�-� -�--�-- ---------- -- _ --- q� / G _I' .�l _Z�, y B va_ss 2.� � . R fiF1LL -----�777- `% Si�Cj /V / , - �,�j TIME ' DROP Y6RC � 1 _. �� 3�� ---�G--- `-'-l--- --------- ---------- cn��.�„o�� 5116=.31 C~� HEFILL S=L_ J Jd �/ �I .. ZZi� CT a�B=.� ' �.,/ y7 . / . .3`� --�--- -L---�f�z 1__//�2--- -��--- TIM6 nxo� �'rakc 7116-.W c��; - _._ k�::�--L i -------- _ � � D - TIME DFLOY t L-FtC �IZ�.S ___..____ _______-'-_ _____--___ (Docimal) -------- E -- -- 9116=.56 xLr•si.t. -- ------ - - -•---� '---- TIME ' 1>FtOF� 1'L'KC [� C' _______'" �'"__'�.�_ __�_�_�� _�___�___ �I�CC�RIAI) JIB�.W —� F xeFi�.L _______ 11116-.69 - TIME DKOi'a 3'L•:FtC (l.�cc�mal) -------- --------- ---------- ---------- G - _ 314-.75 }i£FiLL -----"-- ��6=.8� 'I'1ME UitOP 1'L"ttC __________ (Dcc�mat) --------- -------- ----- H 71e_.88 KEFILL ____---- - -- =e•iM� ' �Koi�'�T>�'icc 15'!'-.94 _____-- __-_____ ___..___-_- • -_,-_--__-- • (Uccinial) Ten Percent Calculation " -- p��,. 5 Jn'�/�N/�� H,�t � B'C'D _ '�z- � _ ZI, � _ � z- - _ .. rrgaal o l�$1 �ir� •wa �K`.m,�� mr eaa o �� ac U.10 0 �� ,��a.�[ �sl`7lZ'T) x U.1(1 e 5.:.��t�si XTAT� C -�- � p�J� �.�p�o-��l f o� � D'E'F -- ' '� ' �I rrµcba N�s 1 � a••�.11.-ya M a. l�:l� �y�' vsa�1r�`�� .•�rlluaa p o s ,�A�� • - • /YI x U.IA � % �� ••..Il�.a H s��i: �:��wticn�lT•.�' E.�� ' �,iC's,�-i r_r�K.:..-,r.�r�-F-� s:.... c... .,rr•_x-ca �K.:�. u�.r--Fz:zY _ .....��.:.�-�s�rr-'rnt� . ,. u.,u .� x ��.:o - „ �71r�a 7�T"F�i� � - L�:.�i[�_�W_,n..�'<: _..�--- ' tl tr�u tup n�moc��• •n Q..a•i :v' o( boxes is larger than tho bottom numbor thc3n takc� anuttier rc,ad�ng. I( thcj ioo nu�noer 'rs 3c�uai o, •:�viller ttian t�o�tem number, average the thrc�e numbers tor thv perc rato. • � ' �, . . , C�� s.� : _ OL.'�'TION TB��T SH�B�'�"� � P'BRc cf ��c�. r�Y'li �q�� '"v'� �� Hole M � D�te tesf h�le wa9 prepare�l: 'Ce9t hc'e 1cNYlion �, inches , �% � �Z- inchee Diameter of hole: � ' L�eFtn c::`�:e botlom: � • • Soil Dat-� f�o�n tc9t hole: ' yoi!textuze: nil coior . � �e,,�►,, :...;�::, ��JZ� /o l 2-� / _�� `' _ �v.?-.r!�.._.__ • ------- 4.�J( Deptt►of pea size�Zavel in bottom of hole: � ii�ches � Melhod�f:.cratching sidewall: ' ''Z ab`uve hole bottom Date and hour of initial water filling. � � �Depth�of in' ial water fillino � / /��u� ��J/✓�s�"'.�J' Method used to maintain 12"of watg�e�n hole for 4 hou� Z�' �acn m). li`, rp�.�Q , percolation test started at � / Percolation►est conducted by; ` � C�J/•�cJ,�/ �� M�xi��ua�war•r de,ch abo�+e holr bot��m during tes� inches � ( � � WATER conversioru � W`��R I DROP PERC RATE dl�l'EPivAt � .'�'�Al'r.�+ L�f3UP dacitnal) CALCULATION • 1116c.06 T1AAE t9b9D�o'JTES) c�EP'!"9i (irasc�larny � � /� � _/f3/ —�A ,�s_.,s �U V' �TAKT �- � `]_ TIME ' �FSUI� 1'�FtC 3I�6�.�9 2 3� ��---- �-�'%� _I_/��-- _1,� �-- c�a�.me�� l` . Z� � va-.2s -- – —._— JJ - Z � �� RqEFILL _ '� - � � -�L✓ ,I,LME J ROp Y�KC �. -{ � � �C� I C�.7 • 5116_.31 3�� J� �-_� _-__-/-___ __________ (Dec�mnl) -------- ` JI C ItEFTLL � ��J _� �8=•� ' C1 : / _ TIME � DKOF� i'I:KC �� --��'-- ��- -�1-�---- l_/� __ in�cim: ��6�.� _ Rhrl'_L ( ----'--- `I'IML D120P�I'L=KC D ��=.5 ---"---- ---------- CDcaimal) ------- -- -----_- --_ - E 9116=.56 It E F�I,t -- --•--•-- TIME [7KOi' 1'L"sKt= • -"--- ---------� LJacimal �8�.� ------_.. _'-- ^-___-_-_- = a-- 11116-.69 KEF11.L A __------ TIME � L>KOY }'L•:KC __________ __________ CL7cCirtial) -------- -------- G �14=.75 ►ctr-i�� -------- �•�n�c �iioi> '��i:Kc 13116_$1 __ (pec.meU -------- ---------- -------- �3 -------- 116_.88 ItFF1LL -------- a 15� „�4 -- 'I'IML-: ' UK03' 1'1':ltC ��_ ------- -------- -'-------- ---------- CL�rcirt��l) � Ten Percent Calculation * � � ��'�� .� ��_y�2.�1 Zy =� . �,� .�=2� . , -� ��-�y � rr�yesa a7^�� -r'+��•�••��f71CI� ��) � �r�{�nl �rl�t�ft. �JRI�a'�� ti i � �� 1 � a U.fU .. � � U.1 ► S.:r11:-s• ATC :Si�arZ ci+a �sl`71Z'f� C .U.L �'E'� - - — rrKosa M u ) �- . .r�..1/.-va M a.7rli1•`I� �..�na�T"�� ••�r�tnaa M as��'�%m x U.I U ,� K U.111 � .�`�v��.11.e.i�rT1TF� �:;:��.��u�.rcn-r: �.�� F,�G,i-1 _ __ u'RFGO rrKcaa u/rFT:T1 � �+'`r.:.�►.—.i-A:7'7'!:J[6 • f rK.�a-'�FL` 5��—TIr.�.i7T-i ic O.l O ,e . — a[ �).Sl/ � . S�i�rllrbi 7��t'ZiTI I_.�...rll.•..a A:!"b:�'C: �'_�—_ ' If tr�,, c�p numeer� �n A:.:a� :r�' o� b�xes is larger than tho bottom numbo� thon tdkc� anut��r ��9• �� tYlu top numc,r3r rs •�q��al o� �.^1:lller than ho+:enn number, ave�age the ttiroe numbers tor thv p�src rato. : . 5.�. �': � � PBR�OL.'�TION TBiiT SH��3 - � � 9/ L� /�'/` / ,2 ) � 1-[ole #�� ate tesi h�le was prepared: 'I'est hc'e ln�:alion/�� '`�t�� /„ i � Jd �n�hey �•!b�iameter of hole� u inclics , � / ' ', Uep��~�!e bottom: ' � . . • Soil Dai+fco�s� tcst hole: �(��l�� /z �/ • ' 3e�-t1�, :�.,;r.r eoil texture: t `�. • �� ii ._ _�A-/� /�-.r'`, �J • �, ��'�,G�.�� -- �i t.t: � 7 , __� _!G —�—_...._ ' Method of e.cratching sidewall• """' Depth of pea size g�ravel in bottom of hole: �"� ii�ches -u)/o 3p�"1 Depth oE initial water fillinE- �7- above hole bottom Date and hour of initial water filling:�_,T �y�_ �� 4�....,n M SL��r Method used to maintain 12"of water de�in�h�e£or 4 hour.► � (� ,� ot,{� Percolation test started at�(a��Fm�• Percolation test conducted by; � .� �/,�.�Q� ,.� inches � Maxqmum water depth above hole bottom during tes� - - b WATER PERC RATE conversions WATER DROP CALCULATION INTERVAL .WATER pROP � 1I16a.06 T1M� (MINUTES) DEPTM �y-8C�{�,�� (daclmal) Y -_ � � �G 118c.t3 �G = i. ,_� - --A 'TA RT � � TIME � dK��' 1'L'}tC / �� _ (Decimal) 3l16�.19 _ r / �Z3� �---- -�-f�-- -----?=--- ---5----- _ -- _�,3� _ a �.7 B „4:�s ��/ REFILL _�-7�-t7 3// � • �d _-S-'�� _��l_� � �--- TIME DROP Y�iiC S/�6=.3� �j/ --- _,__ cn��.,,a�� ,��_ KEFiLL �D�j�(-- j3� ---- _l' 3�--- �'� �""�`'_ �� 7 cr �re=.�a . �.ii-`�-''7 _�r'�-.`�_- -�---t) -----� - -- 7I16�d�3 _— Ktt�3:L i -------- DltO}3�Yk?FtC D 1�C.5 TIML ---•'---- ---------- ---------- (Dccimal) -- ----_- — E 9f16=.s� Itiit iLl -- --'-'-- UKOP YL:KC TItr9 6 - -------.. • _..__'___ __________ __________ I7eC1ma1 �8�.� KEF1t.L ________ TIME IJKOY� 3�LiKC � 11116-.69 � -----__-__ -------___ ` CL7ccimal) -------- -------- G 314a.75 KEFILL ___--"-- 'I'1NIL?. u►ioi> -i>i.ric 1y16-.B1 -------- ---------- c��:�...,a►� ---------- -------- H 718=.88 KEFILL ____-.--- - - -- 7'IMI3 L7K01'�PliltG �S�?�:.94 -------- ---------- ---------- ClJocamrl) Ten Percent Calculation � .,� ��,j � ,`� / �� A,!L,C j� � _ ZG ' /� B�C it�" '�(��J�'�[ �7�-a�� : ��. , - � s� o .- � rn � � ..��K«.�r.�.-� �n�a.�.trrc ,. 2-� ,c o_io o S,.�S�- _',.�T.-P< <.i'7rCT, x '0-s�� S::rli..i!i-�Til-7TC C,D.�- �'E'� – - � rrµtnc M t• ! t . r.•rll•-yl M a7 l�il�� wrµcsl �lr�� •��rllcst N i�7 L'��% n 0.10 e �c O.111 m �—.�i::•.a�!�/"C7?i•: .�'■.:,.i��a��..1TiT•.F' E�,�t-,G F,IC's,r1 _ _- — .�c�" �..�K�.. ��t _ .....u.:...-�--r•r-:r�e , i�..�K�..��1'3:k�L.` Seri Tlu i7Tu1 w �).1 t� .e - — ,c •�.:u � ., �.�ll�ni-7Y�1'FZ:F� C:.-.«11,•.i M'o/'7i�'<: �....�--�- ' I1 tt�.� iup :�umoer �n Q..:c•i >3'• o� b�xes is larger than tha bottorn numbor thon take anather rc�aciiny• �( th� tou nurnoer rs �sctual o. ':^�•��er ttian bot:em number, average tha throa numbers tor thv perc rate. . . � � S� .�, . . . � - FBRCOL.�iTION TB'i'I' SH�BT - � (/ I"�� _ Date tes!h:ale was prepareci:�Z_L�.G� 'fest h�''t l�N�lion��'"G � ��'`L ' Hole 1► � � /� inchcs , ��/ � _�_ inches Diameter of hole: . �Uepth�c:%:�:e botlom: - Soil Dai�f:oin test hole: yoi(texhtse: ,,� }�nel coior . ' de��t1�, '�..,ic.� �"`�____.5...---� 2' �' / . �j^�� ,(p'�'-n'n. __�__ • � � Degth of pea size�a�tiel in bottom o[hole: �� inches ' Melhod ot acratchitng sidesvalE: �. �' I Z above hule bottom Date:utd hout of initial watet filling'•9 2' G �' Dep�9t oF in' ial wate fillin - �'.. �`C�-+� Method used to maint�in 12"of water dg,pth in�o1e f�or 4 h , percolation test started at [_..- (a►n pm). Percolation test cunducted by; � I/� � ! � C�/�.Jr''�Q� M��o��m water depth above hole bottom diuing test �.o ��eS r WATER pERC RATE COf1Y8�S1011S WATER DROP CALCULATION . ' INTIERVAL .WATER DROP dacimal) 1116 a.06 71ME (MIPIUTES) DEPTN �{ractfun) � � _ �� s� � ��, G� 118-.13 2`� �TART -- / /� // TIM6 ' DF2C>fy Y�ttC 3I�6�.�9 �..'C� --'----- ��J/� _L_��1�-- -+�`��-- CDeeimal) <>u ��" .�- ��7�a vd_ss L7"� REFILL � -1-� DROP YEFLC n _ t�// � ��_ / � 5 �v � 5116-.31 �7�S __�G_- �---�+..f0 5-------- � (Dec�mol) -------- - c'J��.% _� � ��_�V1 �e=.� I KEFiLL -�-IMg ' DFtOP i'C3KC --- � .3__ ---�f��- 5 f � �.� _1---�--- -- � ��,6:.� 3�- --� .-- �------- --�- K t:'1'.L � -.------- T•,IML UFtOI'� 1'LFLC D �n=.S ---------- CL7ccimrl) ---"---- ---------- ----_- — E 9f16=.56 1t E f S 1.l. -- •----- TIME IUKOf� 1'I.iliC [ C�1 • -.._._____ ^_________ __________ I.JcCtrtial J�B=.W - --------� F 1:EFlt_L —------ ��I�6=.69 TIME L7KOP YL:KC ---------- (17ccimal) ---------- G 3l4=.75 , K$F1A.I- ----"--- 'I'1MG C�itOP YLKC �3I�6=�� ' (Dsx�mal -----___' ^--�--__-- -' _------ I� -------- . 118=.88 KEFIL.L -------- • a �5�� .9b -- 'I'IM6 L71tOi' Pl?FtC ��_ -------- ---------� ---------- CL7ac.msl) Ten Percent Calculation * -- �g'� /�� `' �— �= �� Z,��.Z-F/ �� _ f �. F"'u'�c/ci', �_ �. `�L _ O, � „�� _�►� . — b� ,r�rti-�►� ��-�rr��rrc r�� ic»r K` 1�r� _- '/ `� x u.i � a ,c o.�o.. _ .a,.. .-.a ofT�'CT� S .:..lf..a C,U,� �'E�� - � .M��i�1��[`"j� .��rlluaa N��=m rrµ�a�c M u J �� . ror�l.-ya M a. �i,l� oc 11.I U � ac U.l�) � ,��rlt.:T.�1TF' '_��'.:..11.•+i-#ui'Z'1SiZ F�I.�s��'� �.�" s� — f r�c.:..-!��']:FC`. 5:.rll�� i'F��L. rrKosa u . ,. �r�rUca��l"Y•`r%T�s . ,. u_i o .� _ ,. .,.ia� � -_, . .�.�71<ra JTI'T't:it �:.::u.- .-w':r'�•:r'<:--.�---- ' II tYi.: t�p ;,�m�o�� `n `•':'`'�i,:�9:�i�d��an t�o►!em numberh average he thr�oahnumbe�s tor tnc��rperc r go !f [fl(� !AU (lUtTIUAf r5 �3C�UF�..I C?� . � � . ' ��✓ , \� . . �,�.��`�� . - FBRCOL�'�TTON TS�iZ' ��T - / � ! �� , �,� �� _�_ Date test h�le was prepamd��.�( �/ Test hc'e I�:.tion r��'U n � �'"'` Hole tf � , � � inches Diamete�of hole: incltes , �_/ " � (.lepin cf 4o:e bottom: � • Soil Data froca► te9t hole: soi!texhure: ,,, � �j�il co;or • ' de,-t1�,:�..',z:; / _ o4A,J'') �`^G'c. f�j �� . '� `� �`(J � _ . �—•--- '�G.� �'�.w,r�. ,,�,,' , _� .-!u =- . —�------- � o �C� C�.� Depth of pea size gravel in bottom of hole: '� inche9 ' Method uE:.cratching aidewall: ��/�� Z bove hole bottom epth of initia ater illin� Date and hour of initial water filling: �,4 � �C� czfCts�. Method used to maintain 1T'of water��j�h 1 for 4 hou Percolation test started at�_(a� /p�n). � "�,-�' /� Percolation tesl conducted by; a�-Z(P U/ Maximum water depch above hole bottom during tes� utches � WATER WATER PERC RATE conyersions �T_`�`,�� yqrs,R u��p DROP CALCULATION . 71ME (tr„:d'a�E�) ' ��F i�i (iraatic.n) (dacimal) 1116=.06 .---.—m--� �-1 1 .l � � ��, � 116 c.13 !/ �.�.� r r�.�...i G y STnK7 `J ,I'I�IS �LnKc>�• i�trZc A' 3I16-.19 � L . �� r �� _1 Y �f 3__ CDecimal) /,� � -�--- - ---- - - ------- S (� C,z 114_.25 /�✓ �+' It FILL -.-�/'G / �/ t' L r �� J �Ci � � -. � �' . F/ / / / �O TIME ' DROY Y6FtC ��6� 31 (��' �--- �t-_1_L- _-__-��__ (-_J__-_� (Dncimal) _�— - --- � . /,5 C� ��,�c� �re=.�a , L`�✓ � KEPSLL -�-`� -" �/ G�, /� '�--- � ��.�� _L,�_j/� _l---(_�j- _��-J �V_ TIME � DKOP YI3FiC --�- � 7116�41 �-- 1t tt'1'_L � -------- �'IML 1�KUY v PEHC D ��=.5 ---.._--- ---------- ---------- CI�cc�mo►) -- ------- -- E 9116=.56 xeF si.;. -- ----�-- • - TIME [>KOF' Yl?}tC --------• ' ____""_� __________ __________ I�ac�mal �8=•� — F 11116-.69 KEFII.L ________ TIME L71ZOP 3'L:KC ___ (Dcc�mal) -------- -------- ---------- ------- 3l4=.75 G ftEF1LL -----'--- 'I'1ME U�FUi> -Yi:i�cC 13116=b1 -----'---' ---------- ---------- CDeec�mal) -------- H 718=.88 KFFILL ____---- — - -- � 'I'1M�. ' Lllt01'� t'L:itC �S'1�=.94 ________ _____ __________ (Ucc�rtirl) ' _______ ___-_ /�.� �� , �'V/ �`U Ten Percent Calculation ` ' F�.� •�� .-z. _ � � .`�' B -�-_ /5-��- �r. z�/�- z_ � - � � ..��.a_. o �, ..,.. - v ..�ti:�ir.,-r.c�r� a:.�:'- .�s� .� � � /�'j� � -�`�i��' � /� x u. u a u.lo m �� na o � �::11.sa > c .�,L D,E,F . _ � rrK�bc M �. ! � .�1••,�t M a• L�l• �wrµvsl �� •��rlles/ M��%� � x I).1�� _ �;:��_�a�.rc�ar•_ x U.1�) a _ �:�.ril.:vi 7I i�/�Tl'F'�' �,�,� F.iG,�-1 . _ - .^F,--F-�(�i rrKcaa a�n � �r�r�1�.�i�T!Yt� . r r'Ka:��i ��r ��l �� w �l.l�� .� _ ac r�.:(t .� •..r Iosi�i�Fr:71 C::.:.Il.�:M':!7•:F(: _...___- ' II th..: top r��mc�ar ;n Q:�c i :a' ot boxes is largcr than th� bottom numbor thon t�k� anuthEsr ruadin9• �� tttu too numoer �s •3c��al o, �:��.►��a� �"�an tio*tem numbar, averag� the tFiroo numbers tor thc� parc r�te_ . � . - � � � � �� - �� -� � � �f �s� � � - ��RCOL.'�TION ZB:iT SIP�IIT - � ��1�(p�a'J�/"�1J "�9� I-iole#1 � Date tesf h�►e was prepared: Test hr.'t lcH:�li�nn ' �p inchcs , % • ' Ueyth`uf ho:r baatom: ��G_ inches Ll�earrmeter of hole: , � • Soil Dria f�ocs► test holP: soi!texhi�: n coiur . ' de,•,1� '�..;,::, �'/!'� �u�I�C /� �G L Z`� �--��r �a � . � l�i a� ' .—_L= ,�-,� _– ti✓� ��_:¢� `� -� ° �� vrZ yL� ��C Depth of pea size gravel in bottom of hole: �' ii�ches ' Method of:.cr�tching sidewall: L� ��L above hole bottom Date and hour of iniHal water filling.��,�G/ �klDepth of init' 1 wates fillino � ��(.� �Q�—,- Method used to��aintain 1T'of water depth in h for 4 h u:g,;,,� , �, �cJ�� ' Percolation test started at laan in)• Percolatiun test conducted by; � G j��l U� Maximum water depth above hole bottom during test inches � l WATER PERC RATE conversions WATER DROP CALCULATION INTERVAL .WATER pROP �yaclmal) 1116c.06 T1ME (R!f!B`fd1TES) DEPTH ��act{on) � I� 7�5 _/ 7, � �re=.,a � v - �r� � DKUt' f'�12C A` _ �Ti►ItT � fr-,r 1��' �1 �V TIM6 �Daeimal) •�16�•19 � Y � -- ---------- . �3c� -�---- -�_ -------- J,C�� _ll� �a va=ss �— ---�� -- jjj — / �__� _� R�CILL T6- ��/,� /f �� TIME ' DROP YSRC �16-.3� J ----- `�--�� -/� ---- --_ CDacimal) � J "2G�"" --- - ----- - . _`f � �i _ /,�� / 7. Cr �a=.�e � G . � It E i=I LL �-g �/ r� TIME � DFtOP i'C3KC - _ �---�� C___�b--- -�------- - �n6_.aa '2.:s `L ..� ._ D 6t ba'd:L � _----�-- 'A'IML DFtOF'v 1'LKC ��.5 -------- ---------- ---------- CDccimal) -- ----—- — E 9l16=.s� }c G t t t.I -- --`-•-- TTMg I?FCOi� i'LliC. -'---- ---------- CDcc�mnl 5lBc.� --- ---------- --------- � F ItEFlI_L -------- • ��I�6-.69 TIME UFtOP i'L:}tC (Llcc+n�al) -------- ----- -- ---------- ---------- G 3�a=.�s 1tEFiLL -------- TIME UfiOP 1'LKC 13116�.81 Dc-c�mnl -------- ------ ---------- ---------- H 718=.88 ftEFILL -------- a �S� .94 ---" ----- ��_ -- '1'IML' ' I�itO!' t'i?KC . _ ..______� -------- -'-------- ---------- (LJocirt��l) Tcn Percent Calculation * --� 1�� 'l� r , �; j�,_ �-/7 $-�- �� - �' p�� •;,,� _ f 7,� _ .a�� ..r�ea� o �, �..i�fn�L '/J) � /� ..r aa 1 '� R+r esa o � `�� µ` —� ■c U.10 e � ai U.11►p`, _�i caa sat'75�1 �:�Il�.i ul�A'ft-` C U.�- �'E'� — — . - m rrµ�a.c.N �• 1 �_ . r►sr11.•na M u �Jj�-�� ..rµcaa �� rr.rllcaa N��- tc U.1 O s ac U.t�� a �i...11.:v��`T)TF' �.-::<<�..a�1`C1Si' L.�.� F,tC�,i-1 _ _- -1'Irs�1��:F`G`� rrKa-sa a� . _��•.�1.—..a�r:Tt6 . �:K��X:/TFC� 5:.... � 1'Ft:f� " o.i�� .. - �, .�.z cr - --- • �11�s�� 5::.::i[��s!r':l'-j•:F(:—_..�---'_ ' �i triv wp n�moo�' •n e'..:`=`� ::�' o� bnxes is larger than tho bottom number than t�ku anc�ttter rciading. If ttie� too nuinv�r rs aqual o� -:��•��ar tnan bo�eom number, averaga the throe numbers tor thv p�rc rate. � ` � • � Lo�s �f Soil ��rinrs � � � � � n � ' 1T��' �,0 �J � ^� II-31 Location or Yro ec[ CtX.�-�-1� �v�w Borin�s made by , �� Date �Z.Z'/ CJ�_^ Classification System: MSHO ; USDA–SCS �_; Unified ; other ' AuRer used (checl: twu) : Iiand �, or Power _; Fli�ht _, or Bucket �; otl�er Depth, DorinR number Depth, �orin� number � in Surface elevation in Surface elevation Ceet fect o — `��, 5�,�, �. S� -z, � �, 5.,��. �.� � - 3 G��""'`...:"-� . ��iJ a�.�`�/ 1 � o,,��, i.�s►�Z..O ¢a�qJ �,Cp..e�� 1 _. �� c�a� -� o-�,�., lo yfZ� � z - `� � � 1��Z�/2, L��, 2 d I�'r � 3 �Y��a.;�,��<� �� 3 c�,�CJ(1.} � C�1'' �.Crc...ry� l � U . � Z 4 — �� -�. �o y�5,y 4 -- �� y� �-�I3 �af � �� r ' — ' , � '— � ' '�(U VcJ A.� � �C-�-� d.A,..,,.9 v � " � � h -- �� e.Q��y�,� � _ �� -, � � y� �� .��-'' � . �� 7 —� . `U �,J `►-/ 7 ._.._ � �✓,�, c��a �'�N lJ� ! v�.�.,.�:�' 4 q ___ �� , �y5�� `� J � — �-�:�, � J 1 0 ��/�/ � �,� �/+'K..Ci'-�v��,/ � l!J Fn� n E bo:i;�r at J / / �/' C'� J� j � � � `Z feets �� Ei�ci of borin,. ar 5� Cect. ,�t:��icl:nv w:itcr tablc: SrandinF watcr t��1�lc:: . . I'rc:�e�lt zt Ccc�t ��f dc�>th, Present at fcet or depCli, �. . _ _____ ___ liours zi tcr borin�r. hours aCt��r horinr. • ';ac ��resent in borin� liole ��. Not present in boritiv tiole � � 'ic,[t?�:1 �;oi:. �,'�c�� rtottlecl ::oil: �' ,, C) (.�� '�:;erv�cl :it � � C��ct of dePCl�. Ub;.:ervecl at 3� b fcet of c!ci�Cli. � '��c �-r� •.ent tn t�oci;�� liule NoC preseiit in borinr; liule ��t,,�rv.�cluci:s :i�id cu:�,rru��: Ub:;c atlons and c i •�.c��ts: •-� a_ ��'�,��( ` '� � '��(�,¢, a,�/�.�.c� � �' � i� � �� / �1 � � � � /. � � y r . ` ' Lo�s of Soil nr,rinr.s � • 8-31 Lucation or Yrojecc l�`!� p�,� � ^�..�Q ' ��u Borin�s made by �_ � ° DaCe �� `z Z l U� ~ C1lssification System: MSHO ; USDA–SCS �_; Unified ; othr_r � � Au�er used (checl: twu) : Fiand �, or Power _; Fli�ht _, or Bucket � ; otl�cr Depth, Iiorin� number DepCh, Eorin� numher in Surface elevation in Surface elevation fect fect o �- � C.s� - -�, , � ��9 1 — .� , �j -p y�� c�; � �u�'�^. 1 — . �; G:nnl. �C f d �1e,��'�-' 2 — Z — -�-�,r � ��'-� .� � �. �., 3 � ' !�,�h�a�.0 ��.:�. c..�f�� _' I 4 — L�,, I° 1 `�1`,� G � , V X�- ��d c,J r� � s -- C h -- �� _ . ,, � ��/� � _. � �� Z� _ ___ � _ q __ � _ En.! oE bo:i;�g at � �� EeeC. �� ild of borin±. at fcet. ��ic!inu i.�ater tabl��: • Standin�;' watcr t��bl�: . �, I'rc:�eti[ �C Ccc�c uf de�>ch, Present aC Lcet ot' depCl�, �� . ,(D _ `_ _ �_ huurs aitcr boring. hours aCtr,r horin�;. ' '��:t <<i�sent in CDY�.P�, 1101C _�_. Not present in b�riit,v, holc '•iottl.::i ::oi�: T{otticcl a��il: /l . �'L:,ervu� :it _��' Cr��t of depth�,,43 Ub„erveJ ut _ fcet oE c!ci,�h. � '�� -r� �.ent !n borin�� li��le NoC preseiit in b�rinF; liolc ��1,��,rvatJun, :�n .;c�:��r,��;: Ubscrvattons .lnd cu��a:�ents: ---- ��4.�.�� 1� �� l . . - J . � ' J .. ...��_...___...--- .•--...... ......�. _._..�. __ --. . . � � ' . . a � . � . � � �..� �': � � - P'BRCOLATION �'B�3'T�SH�IIT - (�n�� Q Date tes!hvle was prrparcal:��t'� �3'��,' �i�lC�""'� Y� Hole M � � '!'est hc'e lc�:+�ion incitics , �/ � ��' inchee Diameter of hole: , - ' � [.�ept}i u::xo:e�attuca�: � � � . • Suil Dri.a fro�r► lest hcula: , ��-�j��'q g�oil texture• / nel co or !� • ' �P�:��, �t..hl:. � P/ "^�f . _="'�— ._� Q,e'U � /a �/Y �- �r ,_ ••Q�� - - �� Depth of pea aize graVel ice�bottom of hole: �— _ ii�ches ' Method of;,cr�tching sidewalL- � 'Z '� above hole bottom y��/ G�Dlepth of initial water fillin Date and houc of initial water filling: � ��c` 5 _ _ _ / � .�v�/Y�-. Method used to maintain 12"of wat� �pth in �\foz 4 hou — percolation test started at �- ��i F�n�• i.c>- Percolation lest conducted by; q/,Z�.-� �� Maxin�um watez depth above hole bottom during tesk � inches WATER pERC RATE conversions WATER DROP CALCULATION INTERVAL .WA7ER uROP dacim8l) � 1116-.06 T{y�AE (is�INUTES) DEPTN (iractiun) � � 3� _l,y {P _Zo.� us_a3 'L � �TnRT ---- � r��/ TIM6 ' DliUlr I'tKC A � ��!�/L6 _ /i T 7-__ CDacimal� .��6=.�9 2�w ---`��-- �---� -- i �G -�� Z/� � 13 114c.25 ' � Z R E FI L _ ,'1 2 � ' DROP Y�bLC ��- — � J�� I I TIME ��-_ � 1, J CJ_--- CDacimat) ��6=.3� �.—C'c. ----- -- -- --- ----'-- --- • . O I ft E F t L L �- � - I�� Z, Ct ��B�.�A ,�_ — T�� /6 l �L_ TIME � DIiOP Yt:1tC 3�--1 --3O'--- `�`------- ---------- --'-- --- - 7116=.44 33 � K h!�1'_L � � ✓CJ '��_L._ �� (2=.5 ---- f/- DFtOP PEKC � � �_�0__rSe� / / I�--�---- TIME �I�ccimal) �_a_--- �' ----��'--- � `J`=7= __ �.- ' -- . E 9116=.56 -- }t L•f �1.l -- ---'-- "3'�ME I7K0/' 1'l"nHC �8-.� -------" . __.-"-"-- ^---------, ---------- l�cc�mal — = —---- 11116-.69 KLFIL.L -----"-- TIM6 � lltLOP YL•:KG' ___ (Dccimal) ---------- ------- G 314=.75 IZEFILL -------- =i'1Mg Uk20P HLKC 13116=.81 --- CDc-c�mel) --------� ---------- ------- H -------- 718=.88 Keri�� -------- - = 15't'=94 ---- ----- -- ------ 1'1ML D1tOf' 1'LiFtC ---__-__ -_-------_ �--_ (I�ccirtirl) Ten Percent Calculation * � �1 � �� . �mi p f-1 13 ,C ZG.e/ `Zr / B• �2.. / — ��'� ��T�� // Z- � �� — � / rr�es6 a �7 �rwl a�n Wr�c�na ul�i�li � S'r�T st� '' �-7 2�� Z � / Z• � � u.iu o ��'• R u.�o e _ ..... �� .1'7►ZTs � �:��1:->. !T TAT� � �,�,� _,,��. = al, ��-�.y�LZ� e �,�. — m rrKrsi N o ♦ :- _'•.�r�1••aLL./►'�I��1� ��/ �� .urUQaa�C� �/��.../ r a ��LTi-E ia U.1 A � x U.1 u �":.-.-..�i.:�c �rC73T: ��li.:��"i"iT•.F' �,h'G F,ICss�', _ I....�`[a•i�l'3:FCs` 5�r"r�Tlr��l'��F'C:� L�rK�-a��FZ:TI _ .r.r1l.—ia�..l`F'!:"ll� • tt ,>.ito � _.__ 5.::.�Ilr.�a l�7"FCit ,a u.�u .o • — �:.;:U. .a&'�f i•.tl: � It ar,,, t�p :,�mac�r �.n�~��,:��.AIUer�t'�an bo+tornenumbarh averaga he throa f1UTbBf5�1Gf IFIbrF]fjfC rate I( thu too nu�r:orjr �s 3c.u�l v� , .,.� ,,,r� .�Q. . , : ; _ . � � , � , . •--�---�-�- . . � � w .� • � .. �'� � � .. � , . . - . , � �� ; � , � °� , . . . .�� :� , , .�.�. . . � ,^ .� � / �w •�.�.�� ,r .. r � � .� �.«.��. " • r ' � � � �_� � � .. � ' � I . � � � � � :, � � ' � f. � r.. t-� : . � �� -t�1� � '-- , ► �, , . � r I ' ,. ` ' r ; •. � u ' �a � " . , .. i . . � ` , fr � , . �. � � � r c • / , , Y � � �'J, rs�,. � •y /.. �'' ` ' . „� r � ^ • { 1, ' ,r I'{{• ..�� ` �,• ; . "`', _ •• '•� � , �'�• ��t 9'. ,f' (�1 : �'7:� � � ..I il�. M.r' 1 I � \ .� , , I ,' , ! • � � • '� ,i' �� ' I � :� � ' ,,� � ,;•� �' � :; \M. h � � � � � � i . � ., b��t � �'+�i�; ;�..�::,., :, ° � . . � ,�� • , .i :o • � • , �•Y:•r t 5 ti' • . :.•;f,,' , � .r. � �. .� y.••°' �'�' ♦ �� d . , ' � • ,, ,) �� _ '` . .,. `4 t rt.;� ,.:' Y �% ;�%� ��' `� ' � � • ' �^• i �T• ' `'0� , � 3 ,� I 9 �` � � ` �.. • •�• �l�� . M' , � i . • / .� � ,•;. � ' . � , . i{� ' ` !' � � ,. . �� '�'• . . .i O I�' i ' � . .i' • �� . !� . � ''. d f w. 1 w O ' , •'1- , . � , � ��. . . �' ., . . � �� .��. t . �, ;� , ,_ � � �. .,�� . , '� •• � `I / 1 � ,� / . r .� '✓ � � ��: �� ,. � . '> � , �,�.�� '� . ��..r�� %t� �� r .�` '�� 3 � � � • , �;. ��.± � � I i ^A1 �� .. ' . , � ♦ �;�° ;. r , � �.� "''�► , . � �, �,�� , � ,� ��; �� . ,� ,�f _ �, , . ��; - � . .� ; ., y,�` , ,� .j� �� .�' .� � .- ,� , � � '�ti /_ . � 4 3'f` � ' . � ' � ��►� , (. k ' �� f � �� 7'rt i'.� 1��` _. _yz;�c ,� r �, � ��;�� z� �_::M�--. :r= �`� ��e ��~��,�"�� `�,"�" � � 1 � "` — 1 �>� �, :. i � ; ,� ��'�'j �,�� 1 , �.�►�,��. � � � ; , �� ° --_.:�.� 1 :�:, �-. �� - � � � :-�, . . ��:� � _.� �.,�.. ,, � � � � � �� i " �� .�` �� .: f�' :�:4 r�� ' � f � �� '`�-,. _ ._... .�. .�� o� o :,�_ o �-��- CITY of ORONO �.� '� ,�'��)��t =�' l5� Municipal Offices � �F`,p�+ _'�Y'�.4Y � �,� �f��r ':;�� G Street Address: Mailing Address: 9$�;g�g0 4'� 2750 Kelley Pa�kway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 September 24, 1996 William J. M. Franklin Broadway Sales 1000 West Broadway Minneapolis, N�N 55411 Re: Baldur Park Property- Sewer Extension Dear Mr. Franklin: I have had no response from you to my letter of March 21, 1995 (copy attached) regarding the provision of municipal sewer to your properties on Baldur Park Road. As noted in that letter, it is likely that a portion of the cost would be borne by the owner of Lot 30,Mr. Puzak. In 1997 the City will be requiring Mr. Puzak to abandon his existing septic system. Both you and he would benefit from the extension of municipal sewer to a location near the buildable portions of your property. I would appreciate if you would contact me at 473-7357 to discuss a possible joint sewer project to serve your property as well as Mr. Puzak's property. Sincerely, � � �� / `-"' ,� Michael P. Gaffron Asst. Planning &Zoning Administrator cc: Ron Moorse, City Administrator Telephone (61Z) 473-7357 • FAX 473-0510 . � °� o :. o �� CITY of ORONO _:�A;>��', �1�`��. : � �',, ��`r�� l4 Munici al Oft3ces �� ,�'\� �`°I� 'y, P � �'�,'��+"��'' G Street Address: Mailing Address: �'`�k��O�'� 2750 Kelley Parkway P.O. Box 66 ESH Orono, MN 55356 Crystal Bay, MN 55323•0066 September 24, 1996 Fred Puzak 1340 Baldur Park Road Wayza.ta, MN 55391 Re: Septic System Upgrade-Deadline Extension Dear Mr. Puzak: As we discussed in late July, it would be preferable if you could connect your residence to the municipal sewer rather than construct a new septic system. For that reason, the deadline for replacement of your septic system is hereby extended to December 31, 1997. It is the City's intent to pursue an easement over Lots 21-29 in ord'er that sewer can be brought to your property. We will keep in mind your proposal to help pay a portion of the cost to bring the sewer up to Lot 25, where both your property and Franklin's property could individually connect. This would then leave you with a 250'-300' connection. I will again attempt to get a response from Mr. Franklin, but if this isn't fruitful, I will bring the matter of easement condemnation to the City Council and City Attorney. I'll let you know where things stand as this progresses. Please call me at 473-7357 if you have questions. Sincerely, � ;� ��--;� � ` �, , Michael P. Gaffron Asst. Planning&Zoning Administrator cc: Steve Weckman, Septic Systems Inspector � Ron Moorse, City Administrator Telephone (612) 473-7357 • FAX 473-0510 '�, •� ; : � �� 01:'�� O �:::=�-= �ITY o� OROloTO r� ��=� � Municipal Offices � �, f� ��'°� � �'�� ,�1� ��i �G Street Address: Rtailing Address: 9,��p46 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 March 21, 1995 Frederick Puzak 1340 Baldur Park Road Wayzata, Minnesota 55391 Dea.� Mr. Puzalc: Thank you for your phone call March 20th regarding your septic system and potential for connecting to municipal sewer. I hope the following information will answer a number of your questions: 1. Due to the recent moratorium on nonconforming septic system repairs, all property owners who received a repair order in 1993, which includes you, will now have until December 31, 1996 to.complete the appropriate systern upgrade. 2. On-site Systems Manager Steve Weckman and I have briefly discussed your situation. We are not convinced, based on the required setbacks, soil and slope conditions, among other factors, that a conforming septic system can be constructed on your property (even when the easement area of Lot 31 is included). 3. Attached is a copy of a letter sent to Mr. Franklin today, requesting that he contact me to discuss extension of sewer to his property and/or providing an easement for your individual connection. I will advise you of any response from him. 4. If an easement for your individual connection can be obtained, completing the connection would be entirely at your expense. While you would not have to pay a "sewer connection charge" based on past assessment of your property, a Sewer Availability Charge (SAC) of$850 and a connection permit of approximately �35 would be required. I have no idea what a contractor would charge to complete your 500' connection, and due to the extreme length, it may require careful design and installation. Telephone (612) 473-7357 • FAX 473-0510 "� � � . . Mr. Frederick Puzak March 21, 1995 Page 2 5. It is still the City's position that the most logical way to provide sewer to your properry would be a joint effort with Mr. Franklin that results in a pipe designed and constructed to serve your residence as well as any potential future development of his property. Please feel free to call me if you have additional questions. Also, I have asked Mr. Weckman to contact you regarding the procedures and potential problems associated with upgrading your septic system. Sincerely, ��Q` �`1�� Michael P. Gaffron Asst. Planning & Zoning Administrator MPG/ch Enc. cc: Steve Weckman, On-Site Systems Manager John R. Gerhardson, Public Works Director � M� � NN - ETo� .. `'' kq��, I�J � `+`i ir - ! =-j � �, �. , /� � _ ��`� • � �>� 6iz � ` _ �n �� ►' � �. /� � � ; ' � � � ' . � � � 1 �� ,,;` 4'Jr '•. 5 - � '� /� ,\ ' Mry � 'ti . \ � �'9� \ �x � �y..��,5� � , �,�•�}� � 6O L,�.'Y' . \ "•�. � � Y �Q"9 ' `�- \ 'J; . i \ _� 1 f/• ��' �y � y , �� .! I 1 �� ,�� e � �t • ----- � - - - ��" `4' I�o , - - - r, '$. � �, �` r--� n I r � . � �� - - _ �----- ``�., r-� �_L� L, 1 � p� �°�� ^� r- n . \� � vy E�I-��I`�� . �►�% ` 7 \`~ '� I ��J �j � � .\ -�� g,r �T� I � �� ri � � : � rl�' . Q4' . i � CJ r-I U7 iT r� � l� c--i � RI f_rt m ..� � ca ' � I hereby certify that this is a true and correct �� representation of a survey of the boundaries of Lot 3d, Block 1 , Baldur Park , and the locatiQn of an existing house thereon . It does not purport " On the North Sbore of Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay,MN 55323 473-7357 OWNER �✓�� '��s ADDRESS �� Z�� /�J°"� � PERMIT NO.'S. �� DATES � CONTRACTORS �' City Ordinan�No.210 requir�that each on-site sewage treatment system in Orono be inspected on a�egular basis.The on�site sewage treatment system at the above address hes been inspected and appears to fall i�to the c�ategory checked below. (This is �n existing system ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,consvuction,and location.Appears to be o�rating properly. � 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, loceted, and constructed generally in accordance with previous codes.System ap�ars to be functioning properly;no major upgreding 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 4� adequately at this time,but has a relatively high potentiai 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 location, but is failing to properly treat and dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is creating a safety hazard,or is othervvise creating a pubiic nuisance.Please contact the City Inspector 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 sterted. SYSTEM CONDITION ( m Checked items may require your action) Tank'�spection indicates: O Inspection pipe is located directly over tank beffle.(Does not �umpout not needed at this time, give accurate measurement of solids accumulation.) If tanks � Solids accumulation in tenks 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. sNould be pumped out now. ❑ Solids accumulation in tenks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon as passible, ❑ Drainfield 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 seturated and visibly discharging untreated O Inspection risera missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risera (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 Future Expansion ❑ Soil table,and system condition) ❑ Adequate ❑ High water table �Low �Fair ❑ Lot size Medium O Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: Date of Inspection Septic System Inspector Note: In the event that this inspection report is used to setisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarentee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under curre�t conditions based on the available information. This report must be kept on the premises with system location and pumping records. FNHITE COPY/Inspector's File GOLD COPY/Homeowner On the Nortb Sbore of Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay,MN 55323 473-7357 OWNER ��✓� ;1/'CSS ADDRESS ! �'v ��U� �01YK 1C� PERMIT NO.'S. ;��- DATES CONTRACTORS '— City Ordinance IVo,210 requires that each on-site sewage ueatment system in Orono be inspected on a regular basis.The onsite sewage veatment system at the above address has been inspected and ep�ars to fall into the category checked belowr. (This is L� an existing system ❑ new consuuction) � � Meets or exceeds current City stendards in all respects relating to design,construction,and location.Appears to be operating properly, � 2 Does not meet all current City standards for new canstruction (1978 Code) but in most respects appears to be designed, located, and constructed ganerally in accordance with previous codas.System ap�ars to be functioning properly;�o major upgrading of the system is required at this time. �3 Does not meet current City stendards in many respects releting to design,construction,or location.Appears to be ope�ating adequately at this time,but has a relatively high potential 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 ot location,but is failing to properly treat and dispase of the current input,and 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 e public nuisence.Please contect the City Inspector to discuss system repair/ repiacement procedures. If drainfield�epiacement 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 indic�t�: ❑ Inspection pipe is located directly over tank baffle.(Does not '�`Pumpout not needed at this time. give sccurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should�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 eccumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: shouid be pum�d out as soon as possible. ❑ Drainfteid is dry,�o surfacing evident. ❑ System is discharging to sw-face, Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. withi�48 hours to eliminate surface discharge. ❑ Drainfield is seturated and visibly discharging untreated O Inspection risers missing—tenks could not be inspected, effluent to the surface. This condition may require repface- Inspection risers (4"dia.pipe)must be installed in each tank ment or additions to drainfield. Contact the City Ins�ctor at next pumpout. If tanks have not been pumped out within immediately.Repairs must L�completed within 90 days. the Iast 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,weter Future Expansion ❑ Soil table,and system condition) ❑ Adequate ❑ High water table ❑ Low �Fair ❑ Lot size �Medium ❑Poor ❑ Lake,wetland,or stream O High ❑ Inadequate ❑ Dreinage ❑System is causing visible / surface discharge. COMMENTS: � � � � h � � � 4 !� d'7 �G � �� '� d,�,�.e✓�I� yav .�/�L/�P Date of Inspection Septic System Inspector 1�� S �N� rN� 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 systern will continue to function property,but is merely an opinion of the adequacy.F�,��Ov of the system under current co�ditions based on the available information, This report must be kept on the premises with system location and pumping records, f'lGl✓e �� WHITE COPY/Inspector's File GOLD COPY/Homeowner t�j�� J)!/� (s�� CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal eay, MN 55323-0066 a � ON-SITE SEWAG4E TREATMENT IN3PECTION REPORT ti� ��9kEsH�4'�G Owner: .�✓/%1 �'/AG�� Address: /,) � ��/i� !,�''� d�,�.ela Permit #'s: � Datea: - _ Contractors: /fh /�?OL✓r� City ordinance rnmiber 700 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 betow. (This is �an existing system [ ] new construction> SYSTEM CONFORMITY C1-3): � 1 "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 time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet all the locetion, design, and construction standards of the current City Codes and which is feiling for any reason; and an s stem with less than 3 feet of unsaturated soil or sand between the distribution d vice and the limiting so� c arac eris �cs. � (The limitin� soil characteristic [ ] has or [ ] has not been identified a1`-L`h"is t . '� �he imiting soil characteristic has not been identified, this classification may be subject to revision.> , TANK CONDITION (5-10): � Tank inspection indicates: 5 P �needed at this time. �� eeAulation in tanks indicates they should be p�miped out this year to help prevent future problems. (�/ acc�nnulation in tanks is at a critical level. 7anks should be pimiped out as soon as possible. 8 Systetn is discharging to the surface. Tanks must be pw�d out within 48 hours to eliminate surface dischar�e. 9 lnspection risers missing-tanks could not be inspected. Inspection risers (4�� dia. pipe) must be installed �n each tank at next pwipout. If tanks have not been ptm�ped out within the last three years, they should be p�ped out now. 10 Inspection pipe is located directl over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been �out within the last three years, they should be pinnped out now. DRAINFIELD CONDITION C11-14): Drainfield inspection indicates: 17 Draintield is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. 13 Drainfield is seturated and visibly discharging untreated eftluent to the surface. Contact the City Inspector imnediately. Repairs �st be completed within 90 days. 4 Drainfield extent and condition unknown. LIMITING SITE FACTORS (sloae.setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE Cdeaends on soils,water table,etc.): � COMMENTS• � • � � i �i � 3�- e Date of Inspection Se tic stem 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 - informat�on. This report must be kept on the premises with the system locetion and pinnping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner «- � "� " � �'� � i �O� �O_'_;_ O � -�= �� CITY of ORONO , -��. , i,��' � � � �.�� `3';�t '�1 � E�r Municipal 0�3ces � ,� � �; ~ � � �� 1\,�:Ir,��`r"��.ryG~ Street Addnss: Mailing Address: � �� ; ,�' ,,-°. `�C�Og' 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 May 3, 2000 Frederick Puzak 1340 Baldur Park Road Wayzata, Mn 55391 Dear Mr. Puzak: This is a follow up letter regarding the septic maintenance inspection conducted on Apri127, 2000. It was found during the inspection thax the septic tanks are un.dersized according to cunent Orono City Code. A septic system must utilize two septic tanks and each septic ta.nk must be a minimum of 1000 gallons. It also appeared that the drainfield(s) are undersized and would not meet today's standazds for drainfield sizing. Finally, the septic system is in the 75 foot setback to Lake Minnetonka. According to City code, nothing is to be constructed within 75 feet of Lake Minnetonka. e Now, with a11 that said,there is a definite upside. A soil boring was conducted which indicated that the seasonal watertable will be at least 70 inches below grade. It could even be deeper but this is undetermined due to the fact that I hit a rock. The dra.infield is about 44 inches deep thus there is a separation of at least 26 inches from the drainfield to the seasonal watertable. I was incorrect when I informed you that a 24 inch sepa.ration is required. Any property located in the Shoreland District(any property within 1000 feet of any lake)must meet the three foot separation requirement regardless of when the septic system was installed. I apologize for any confusion this may have caused. Because there appeazs to be substantial separation to the seasonal watertable,connection to the City sewer system does not need to happen immediately. The septic systems can continue to serve the residence as long as there are no changes to the residence that would require the septic systems to be enlarged to handle the additional capacity. An example ofthis would be a bedroom addition. The existing septic systems cannot be altered(i.e.,made bigger)due to the fact that they do not meet the 75 foot setback to Lake Minnetonka. If major changes are to occur to the residence, connection to the city sewer system would be the only acceptable altemative. I am aware of the issues regarding your ability to connect to sewer. Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us . � . ` r y �� In summary, even though the existing septic systems have substandazd tanks and dra,infields, the systems can stay in use due to the fact that it appears as though the drainfields meet the sepazation requirements to the water table. The systems can sta.y in use until fa.ilure occurs which means that untreated sewage would be discharged to the ground surface. If the systems do fail, connection to the city sewer wQuld be required. Also, if major remodeling were to occur to the residence, connection to the city sewer system would be required. I hope that this has cleazed up any questions you may have. Feel free to contact me at the City Offices at (952) 249-4600 with any other questions. �pec , - � i 's Pence On-Site Systems Manager cc. Mike Ga.ffron, Senior Planning Coordinator Greg Gappa, Director of Public Services Frederick N.Puzak 1340 Baldur Pazk Road Orono,MN 55391 C��:��vr�� Mr.Chris Pence City of Orono �� j P.O.Box 66 Crystal Bay,MN 55323 �S�`�'�d��6��r'�� May 3,2000 Deaz Mr.Pence: Thank you for your letter of Apri127�'regarding your recent insp�tion of the two existing septic systems at my residence. We are in agreement on your findings except that you may have been unaware of my e�sement over Lot 31 far private sewer system purposes which would accommodate a new conforming septic system at a distance gre,ater that 75 feet from the lake. I understand that a new septic system would be necessary should I decide to rebuild with more than the existing five bedrooms. It was a pleasure to meet you and thanks again for your courteous and professional advice. Sincerely, 4- `\ \ \\ � 11 Frederick Puzak �o� o : o ��=� CITYof I�RONU � '��l��'� �,, �, "��"` �� ti M�� otr� � � � . ��,. �a,. � �� ,, �� Gti � ";;;;�-��-�;�� Street Address: Mailing Address: �f',EggO�' 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: �ce� P�Zg� Address: 134o dql�� pct�l� R� City Ordinance 199 requires that 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 fl-3): a 1 "CODE SYSTEM" An ISTS which meets aU the locatioq design and construction standards ofthe cuirent Orono Murucipal Code. . 20 "COMPLIANT SYSTEM" An ISTS which dces not meet all tha location,design and constcudion standards of the aureat Orono Mucricipat Code but does meet the threa foot separation requiremea�aad whfch is not failiag or an imminent thtea!to public health or safety. 3 "NON-COMPLIANT SYSTEM" a probibic«t�s'rs;an ISTS located within a designated 100-year flood plaiq any ISTS wluch may or may not meet al(the la�tion,design,or constructioa atandards of the cucrent Orono Municipal Code and which is failing for any reasoq and azry ISTS with less than three feet of uasaUuated soil or sand belween the distn'bution davice and tha limiting soil characteristics. TA1VK CONDITION(5-101: �. Tank inspection indicates: • OPumpout not needed at this time. 6 Tank must be pumped out this year (city coda requues 4anks to be pumped out every 3 yeazs. Tank was last pumped S- I H-9 t ). 7 Solids accumulation in tanks is at a critical a criticalleveL Tanks should be pumped out as soon as passible. 8 Syst�r►is discharging to the surface. Taaks must be pumped out within 48 hours W eliminate surfa�discharge. 9 Inspection riseis tnissing-tanks could not be inspected. 7nspection risers(4"dia.pipe)must be installed in each taak at next pumpout Iftanks have not been pumged out within the lact three yeats,they should be pumped out now. 10 Inspection pipa is located direcUy over tank baffie(does not give accurate measureme�R of solids accumuiation). If tanks have not been pumped out within the last three yeazs,they should be pumped out now. DRAINFIELD CONDTTION(11-141: I I 11 Dr�eld is dry,no surfacing evident 12 Some evidence of surfacing,not critical yet � � ' , 13 Drai�eld is sawrated and visibly discharging�ntreated efflueat to the surfaca. Contact the City Inspector immediately.Repaus must be completed within 90 days. 14 Drainfield est�t and condition unknown. COMN�NTS:_ Sys-►'ch.s loak ok 5-a9 - o � �w� ��_ Date of Inspection Septic System Inspector Note: In the event that tlus imspection report is used to satisfy the requirements for a mortgaga or other traasfer of pmperty,be advised thaL this report dces not guarantee or certify that an e�oisting system will continue to fiutetion properly,but is merely an opinion of the adequacy of the system nnder cutrant coaditions based on the available Wocmatioa �312911999 13:40 612-471-�204 PAGE b1 Post-it°�ax tVot� 7871 �s� � �es► � c rederick Fu�a ,� �PPA F'�011 13�0 IIaldur Park Rd. f� °oJ°�P`' �O' Omnn, MN 55:� Prro�u Pnone� ��11•�i.'Z.'Z. F�� b i F�� ZQ . City c►f Clronc� P. O. Box b6 C�ystal Bay, �T SS3�3 Z9 N�arch 1999 Re: $a�duz Park Rd Sewer Project l�ear�VJx. Gappa and Mx'. G�f�Z'o�a: I am writing to �a��vw-up aur meeting in the fietd today which was also att�nded by the city's c�nsu{ting engineer. t �m cc�ncernerl tha# tlae c.��t of$SQ,Q4Q- $60,400 (averaging approximately $�p0 per lineal toat)td pr�vid� 500 �eet o�8'° gravity sewer a.la�g with several catch basiu�s and assaciat�d tree removal is compacatively prohibitive. Esti�r�nnates for�private 2" pressurized sewer were at Slt7 - $12 per foc�t, with the coxnplete syst�m under$6,0(l0. '�`hc �ast for a new drain fl�ld�t the locatior�we discussed�t �east �5' from the lake was esti.rnated at $S,QQO; soil �o�ings i�t�dicate a muttnd system will n�t he rec�uired. Even with �ull credit for the a.ss�ssment�aid in 1968, cQtx�pounded over 3I y��rs at 8%, my cast fax.n�w $" city sewer may be prohitsitive, unless a greater portic►n can be �ssessed to the Franklin l�ts. Considerin�the cost ta �e-plumb my lower leve�, along with the added cust of connecting to city sewer, it o.ppears xhat tlae most cost-effective appraach will be ta build a new drain �e�d (which will not reyuire signific�t re-plumbing of my �Qw.�r, i�:v��l, A�rlitin��(y, ��P Q�,�.��g�.��--..._...._.... ..._. ...._ $70 per quartea•will ��pil�liza a$5,�(�Q improvemtent at 5°�0�er �ntlum. Please let rr�e knc�v►� the exact amo�mt � will be credited far th� sewe.r a.,ssessment prepaid in 1968. Ifmy addit�c�nal assessment can nnt be held below $S,OOQ Z w�11 respectfully withdraw n�y request for city sewer and proceed wit,�. a�aew drain fteld. Thank you fnr our consideration. , � Frederiek�1. Puzak E � � Frederick Puzak 1340 Baldur Park Rd. Orono, MN 55391 ��v�� Mr. Greg C appa . . � FEB 2 $ 1999 City of Orono CI i Y O�O�p�yO 2750 Kellep Pkwy Orono, MN 55356 24 February 99 Deax Mr. Gappa: � I am writing as a follow-up to our telephone conversation yesterday during which we discussed.the possibility of hooking up to city sewer. I began discussing this with Mr. Mike Gaffron prior to my purchase of the property in 1993, nearly sig years ago. During the past six years, I have also attempted several times each yeax to conta.ct the owner of the neighboring property, Mr. William Franklin, to discuss upgrading my drivewap easement to one allowing for utilities. Mr. Franklin does not respond. My existing septic spstem has until recendy served adequately, however, I am now forced to improve it. While an improved system should serve the property adequatelp for at least another generation, I would much prefer to have city sewer service, and since my property has already been assessed for city sewer it seems onlp reasonable that it should be made available. Mr. Gaffron suggested that the city could provide a utility easement along my existing driveway through the use of eminent doma.i.n. Egtending the city sewer along the existing driveway easement to Lot 29 would appear to be a reasonable solution. If the city could commit to egtending the sewer or at least to help upgrade my easement, I could forgo the septic improvement. Please let me know if you think a sewer hookup is feasible in the near future, or if I should go ahead with the septic spstem improvement. Thank you for your help with this matter. Sincerely, Frederick Puzak �-1`Q Zc� ev�c.� , � � �O� O }.�` O -;s��,��_� � CITY of ORONO � ��: ��. �" M��i o�a�� `6��Y�1�1�� OY�/ �� ....- .. . � G . .� ��.�o�4,� Street Address: Ma10ng Addnss: `�'�g�0 2150 Keiley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Mazch 5, 1999 Mr. William Franklin ' Broadway Sales 1000 West Broadway Minneapolis,MN 55411 RE:Baldur Pazk Sanitary Sewer Deaz Mr.Franklin; � - Consideration of the Baldur Pazk Sanitary Sewer Extension project is on the agenda for the Monday, March 8th,7:00 p.m.,City Council Meeting.The Council information packet is enclosed for your review. The action requested is approval of a resolution ordering the preparation of a feasibility study for this project.The next step after receipt of the study will be for the City Council to conduct an official public hearing to obtain comments from all of the affected property owners. You will be sent a notice for this public hearing.This hearing will be held later this spring. After completion of the public hearing,the next steps in the process are for the Council to order preparation of plans and specifications and competitive bidding of the project. After receipt of bids, the Council will conduct an assessment hearing for the project. You will also be sent a notice for the assessment hearing. The assessment hearing process includes formal steps for appeal of the project assessments if the assessments aze�greater than the increased mazket value of the property that is attributable to the sewer installation.The city will also need to obtain an easement across your property for installation of the sewer. This material is being sent to you to provic�e you informadon on this proposed sewer project.Please contact me at 612-249-4621 should you have any questions regarding this project. Thank you for your assistance in this matter. Sincerely; � � ..�/�{�' . � U G�� Gregory A. Gappa Director of Public Services Telephone (61,2) 473-7357 • FAR 473-0510 TO: Mayor Callahan and Orono Councilmembers Ron Moorse, City Administrator � FROM: Michael P. Gaffron, Asst. Planning & Zoning Administrator � DATE: �.� November 29, 1993 . � �� SUBJECT: 1340 Baldur Park Road - Sewer Connection List of Exhibits A - Plat Map/Sketch B - Letter from David Mess 4/11/89 C - Table - History of Ownership . D - Letter to Jack Collins (Midwest Federal) 6/5/84 � � E - 1982 Approved P.reliminary Plat Drawing . Summary � � This residence is within the MUSA boundary and has a nonconforming septic system(due to lack of 3' separation from water table identified by motrtling) which must be replaced by 12/31/95. There is no place on the property meeting the mini.mum criteria for system replacement. Connection to City sewet is the only reasonable alternative. Connection Issues . The house sits on Lot 30 (see E�chibit A) and is owned by David Mess. The sewer in .Baldur Park Road only extends up to Lot 21, about 500' from the house. William Franklin owns Lots 21 through 29 and 31 through 33, all of wluch are vacant except for a detached garage on Lot 28. Mr. Mess has a driveway easement through Lots 21-29, but not a sewer easement. Mr. Franklin appazently has refused to grant Mess a sewer easement(see Eachibit B). All of Lots 21 through 33 were owned by Gladys and Fred Olson at the time sewer was installed in Baldur Pazk Road as part of the 1965-LS-1 project. Lot 21 was assessed front footage, and Lot 30, with the house, was assessed one $225.00 sewer unit. A 19701etter to Fred Olson confumed that the sewer was provided to the property and that he was already past the deadline for connection. � In 1974 Lots 21 through 29 and Lot 33 were sold by Olson. The history of property ownership appears in Exhibit C. Although the City has sent many letters demanding sewer connection and had many discussions with the various property owners through the years, it can be argued that the property technically has not been "served" by sewer since the intervening Lots 21-29 were sold twenry yeazs ago. G� la-r3-93 „ r `� I�YLcc-�`ts� �� u`�l N E-`iv L ` C� Memo - 1340 Baldur Pazk Road November 29, 1993 � Page 2 � . The City for many years has been billing the Mess residence for both the annual septic ' � �charge and the quarterly sewer "available" charge. .The property owner brought this issu�e to the City's attentian a few years ago but at that time it was apparently concluded that the dual charges were appropriate since the property had always been considered by the City as being served, and therefore the charges were an "incentive" to complete the connection. The property • is apparently now being sold by Mess, with no resolve to the situation. Staff Recommendation Staff is proposing the following actions to resolve ttus matter once and for all: 1. Abate the 1993 sewer "available" quarterly charges and elimi.nate future such� � chatges until the sewer is available. � � 2. Continue the annual septic billing. 3. Staff to contact Mr. Franklin and determine whether he is interested in cooperating with Mr. Mess by providing him an easement at a reasonable cost, if any. Yt would seem to be to both parties' benefit to work together and install a pipe that will serve both properties once Franklin or his successor develops the vacant parcels. If Franklin and Mess resolve this, allow them to install (at their cost) a pipe that would serve their needs, according to City standards. 4. Absent Franlclin's cooperation within the next ninety days, City to proceed with condemnation of an easement and construction of a municipal sewer extension to serve the existing house and the two or three probable additibnal units that might eventually be allowed to develop on the point (remember that preliminary plat approval for a total of three lots on the point was granted in 1982 but never carried out). Assess one unit to the existing house and two or three units to Franklin's pazcels. Include the costs of condemnation and construction in the assessment. The basis for such a condemnation and sewer construction project is cleazly a health, safety and welfare concern for the existing house. And clearly, the vacant property is undevelopable unless sewer is provided, therefore the property should gain in value by at least the cost of sewer if not more. Staff recommends that Council direct staff to meet with Msrs. Franklin and Mess, outline the above process, and determine how they wish to proceed. If there is no resolution at Step 3, then staff will come back to Council requesting authorization to go on to Step 4. ch HISTORY OF OWN�RSIIIP- 1340 BALDUR PARK ROAD - . P.I.D. Thcu • . � 1993 � ' , 0031 Lot � 1 747 1 8 19�7 1, 980-81 1982- 3 ,1�84. 1�85 . 1986_gg ,1�89. 0- 3 V uu io - 0006 Pt. 21 Olson Can-Am Can Am Can Am Can Am/ Can Am/ Fr�anklin Franklin Franklin Franklin Franklin 1,600 ' Holdings Holdings Holdings Miller 'Tonka Lake 0007 22 Olson Can-Am Can-Am Can-Am Can Am/ Can Am/ Franklin Franklin Franklin Franklia Franklin 5,700 Holdings Holdings Holdings Miller Tonka Lake , . 0008 23 Olson Can-Am Can-Am Can Am Can-Am/ Can Am/ Franklin Franklin Franklin Franklin Franlclin 5�700 Holdings Holdings Holdings Miller Tonka Lake . � 0009 24 Olson Can-Am Can Am Can-Am Can Am/ � Can Am/ Franklin Franlclin Franklin Franklin Franklin 5,700 Holdings Holdings Holdings Miller Tonka Lake 0010 25 Olson Can-Am Can-Am Can-Am Can Am/ Can-Am/ Franklin Franklin Franklin Franklin Franklin 5�700 Holdings Holdings Holdings Miller � Tonka Lake 0011 26 Olson Can-Am Can-Am Can-Am Can-Am/ Can Am/ \ Franklin Franklin Franklin Franiclin Franklin 5.700 Holdings Holdings Holdings Millet Tonka Lake � • . . 0012 27 Olson Can-Am Can Am Can Am Can-Am/ Can-Am/ Franklin Franklin Franklin Franklia Franklia 5,700 Holdings Holdings Holdings Miller Tonka Lake � i � 0013 28 Olson Can-Am Can-Am Can Ain Can-Am/ Can Am/ Franklin Franklin Franklin Franklin Franklin 7,800 GAR Holdings Holdings Holdings Miller Tonka Lake . � 0014 29 Olson Can-Am Can-Am Can-Am Can-Am/ Can Am/ Franklin Franklia Franklin Franklin Franklia 34,600 ' Holdings Holdings Holdings Miller Tonka Lake • 0015 30 Olson Olson Olson Olson Olson Tonka Lake Midwesc Fed/ Tonka Lake Duenow Mess Mess 212,400 HS Tonka I.ake � 0016 31 Olson Olson Taylor Olson Olson Tonka Lake Tonka Iake Tonka Lake Franlclin Franklin State/ 41.500 . 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F.;§s�.�.,.tr�..M,j,,,�;,,,� :� .�r�:;'r�e=: „�awx ``.q;,� -�eaa. ,�,�v ;.�,�`' ��';, ,i ya1eY*.yf,' ;q,:;'�:�s; ".'•l �.�.,,��1� k� ��`:.,,�-.A� '{FN,," 3 � ��t t rfLt' �,y,7�4� P, .ro ..�Hb:'��,x�',,y ,,. t.. .��,�.� ''r„fi'� ,�;.:'.��,.x� ,,,t� `� f, � � ,�i �: `� , i ��"�,, �:'�'�'t'� :ti.`5' .'�w �Y�'�, "�y ,{v43`�, )�'� 'R�f``:1#;;'•'�•� ..�:"'� ,„4=, _�� w.'�:m�`�„+,+�;Ar'6<` �'4-a>�,, _'� r� �j °'e�'�4�, ,�; ,i q.*,� _ � g��,-a�*.z _ ,,±d ��I';..' S. �r. '�, :c ' n f• : ,,, 5:'' .k.:'. e§"t;•� ;s,,, s�..'��,'�'�-��;✓'�. ,�y..i.�:.�'n;« .-� r :.I;: ,��r �1�:.�:a_�:b... �i" � �.�d':�:k±.-`'4 � S�f;,y..t±i�;4`�,p��7Y'_:'x�t.��s'�M:h,t,;�.,,.�'t�i�k'ts}i.a:_�. ' q.,; '� -�� F'y�;n.t .,�r.p,sh�'t*�. J��,�,,� _ S�` 'y � yi��' 'rsr, ��'� � ��;"��',;;�a. y� .�,;; .1��:"�4y��i�. �� _ .#��t9x✓��1�� =::�`;. .R�.��.,'� v.�:��. ._ _ _ ",Qt'�� xZ��- !r ``A i��`��s r�f a�.y.'r:i�y i `q�+��: � . `�` '��".M1 I �4.Y -.�a:, .,�� i .;:,� � Q i��Q,l� � � f��:ti� � +:;"`�t' * �' �.,.s� 'A�" �" ,�'-,^�.- �,' � bx,;, 2'ost Office Box 66•Crystal Bay,Minnesota 55323•Municipal Officea ��?i�'' t :i;� .,.s.. � . ?��'-';`�� . • "`�' On the North Shore of Lake Minnetonka �� 1 s • • " ,�, k ' ��;� t i �. , ; June 5, 1984 � . ; 6 I � � Mr. Jack Collins Midwest Federal 801 Nicollet Avenue rlinneapolis, Minnesota 55402 ' Re: 1340 Baldur Park Road - Sewer Connection Required � � Dear Mr. Collins: �r,��3 ' �� t,� ; Per your request, this letter i� to brief you on the riatter of the required sewer connection for 1340 Baldur Park Road. '�� As part of Orono Sewer Project 65-LS-1, the City of Orono provided �+� �`"' the �apability for connection to municipal sewer to the Fred Olson �-,t property at 1340 Baldur Park Road, and assessed for the project in � �=��s, 196?. Connection to the system was made mandatory by December 31, �u'=�� 1969. A 1970 letter to Olson confirmed that the sewer was provided '�` to the property and that he was already past the deadline for connect- . . ,� ... ion. �� Through 1973, Olson �wned all of Lots 2i through 33, ocaning all the `��'�` ro ert between his house and the sewer stub which enters the ro ert k�;::�.�. P P Y °;i�;�� P P Y � `„�s�;�,�}{" at Lot 21. In 1974, Lots 21 through 29 and Lot 33 were sold to a Can- "''"�"�'�, Am Holdings, c/o a ,7ohn Miller. In 1978, Mrs. Olson no longer was ,i .t=z;s„�. i��ak y3t� '��,5, listed as the owner of Lots 31 arid 32, and retained only I�ot 30 conta?n- �� ing the residence. She was listed as owner of Lots 30 , 31, and 32 �i��'� � during 1979 tY:rough 1981. As a result of property transfers, litigation, ,��,,�, tr and other transactions of which I am not fully aware, our current records show that Midwest Federal owns Lot 30 , Tonka Lake Properties f. �,',,'- owns Lots 31 and 32, and a William Franklin owns Lots 21 through 29 ,�� and Lot 33 . r,,�Y ' '�� The City has actively pursued forcing the property owner to complete ��'' the sewer connection since 1979, as a result of a City file searci:, .�,��: �;4 which showed that nearly 5� of the houses where sewer was available had -€�rw never connected. Notices requiring connection were sent to Mrs. Olson '��`. '. on May 7, 1979, August 20 , 1979, May 2, 1980, and August 12, 1980 'a��T�;4. during which period an application for subdivision of the entire property :Y �,�gi;h (Lots 21 throu��h 33) had beeit in progress. Deadlines for connection {' , � ':,. , :. ` r� 'p�,. �. .�,. dU1LUitit;&LON1:vG - 473•7J57 e ADNI`ISTRATIUti pc hINANCF.-473•735H o !'lB!IC H'URKS -�t71•7359 �'�,��:!�'�': ,�SSF:SSING �'�M•�i}f�'� •Y, v�"�X�'� n . ' ' �.� '�`�l� ,' ir 'i„4�, }, waaR��`fl+,.:F �1t' .� ,:�':,. f� :?v�.��;9?,�'°�:"d'`�y,,h ��`�`��i�>�;`�._t.., "�`rta; "� 1 h� ' �,,.rr'F`�' � � '4.��l�a . . .''a" ...jSa'1T.xbTwu.. . �� lV4�.n�-..'A _ �.�.K� q ��,'°�i'"q��`�Sf�ii u.�'?>t'�u-n'k Aa'�'.�i``�;"-'Y,ti i'�"+r.�.. ..:.a�,Fnjik§S"'a.. 'rv�wc�t`�ilt.?Y�',''w{� .. "�w'�:N'`•C x?.'xw s�;��at :=�C'�',��,. ;,lv, !" ;p � `� a., j' a%+e-it�`-'^-,^; - w aa "r ?�•,;.�.-�;;��'�.,��a.. �,:.�x;f i�ti�r c. %�i),; t�,. �;` ::�;; r.9 .,'y ;��, 'r; ;.�;::�� ;� � "'it;:° a.::+�`^'a ':�^r g .4.. .r�k -:r �� .��<, ,a. '','S, ?3�t.f-,'+�=�`<nah z„"}r ,x�:, 3& l.r's.a+r .,w: t, f�,°�.. �:_ �sei+,r a.,,� �Y' q'.a.. 15�,.r.:-:��,r,. J ;'�",,,� i`vAt.-:�' ,Y;,pj:,�, kg«;,, �.�'=5; ;;,� �,ax„ '''�'-: �,t�*1 ,�i.M'fra ., ,��,q _ �.,,- ..��={':•',a ':S` �;;1 �, ,�. �::r, -::s - 'f' ��''.;y��*'.. ��} :. ,i,',�, �'�' h+-^bn 'h��Y '}•��` :'-`�:�., . ' - ; "t,{, -: a tiY�;,.�. �j$"• a l;' ,•w ,i'r �,f„�.�u?& ,r ~'j' � ' •..f b '�`k,t .r `�.;r"a y�. ��i� ' _ ' �. ♦'•n,.v � • � �' , , ' 'y��•?� ��f I� I • �f4 • • r� Mr. Jack Collins Y�� ,, � June 5 i Page 2 �s.ti � ,k� �<�; i , �� '' were set k�y the Cit�� and were not met by the ow7ier. On August 25, � i 1980, the City Council approved a final extensi�n of the deadline for � ! connecti�»i to June 1, 1981, regardless of the outcom.� of th� sub- '; division .spplication. (Previous deadlines had been set based on ! alZowing a reasonable period for completion of the subdivision and �� installing a sewer line with ca�acity to serJe all �,uilding sites � '_I created) . :�Irs. Olson was requir�d to sign an agreen.ent that she would ; make the connectic,n before June 1, 1981. A $5,000 bond or letter of n�! ° ' credit w��s requir��d by the City. Prior to Oc'�ober 31. 1980, the � septic t�nks were to be deactivated and used as holding tanks until = , the sewet was cor.nected. Mrs. Olson and her agents failed to agree, and fail�d to prr�vide the letter of credit. Qn October 17, 1980, a citation was issued to Gladys �lson for failure to connect to Kfi �vailab]_e sanitery sewer, A c�mplaint was further filed with the Hennepiti County Municipal Court on January 14, 1981. Because of the ' • or.going subdivision application and acts of apparent good faith by ��?.- � Gladys ' agent, Mr. Kaye Westerlund, the charges were eventually dismissed 5 `µ�;� � in fall of 1981, although Mr. Westerlund was notified that the property �'�� was still in�violation. The subdivision application was never compieted. �� ' A s,acor_d subdivisicn applicatian was filed by Gene Earnst ar.d Associates la,' on �a:.uary 7, 1982. A $5,OOU letter of credit for sewer canstruction ��, ` was fi,_e�d on �pril 19, 1982, to be drawn upon by the City in the event ��, F the se�re.r connection was not compl�ted on a timely basis. Earnst ,�s� ' �':, found tha�.`. the City Council would not be •�illir.g to app�ove a total � �`s o.+: four unit� cn the peninsula and on Se�•tember 13, 1�82, Tonka Lake '' �,':,� Properties, as r.h� owner, withdrew the four-unit PRD application and ,s�fl � sought prel:_minary appx-oval of a three-l�t plat as had been proposed r :�n thE. original 1980 application. On Se�temt�er 27, 1982, prel�.minary "�''� appro��al wa.s grar.ted per R.esolution No. 1��15. The letter of cr�dit �� c', u kr� t,�� (in tlie narae of ]�ennis Killian) was extanded to May 1, 15�83, and later �A ;.F. exten3ed to June 1, 1984 as a result cf Friva�e litigations holding v �. .n th� de�•elopers. �r�' �,;. The subdivisi�n has never been completed arid 'nas �xpired. No work has k,een done on the prcperty. The otane:rship of the prc,�erties has ,.�,� chanc;ed a number of times. Th^ City allow�d the letter of �re:dit t� �`` expire an June 1, 1984 without drawing ui�on �t, based 'on the advice �-. of ttie ��ity Attorney wh�� noted because of the wc,rding it w�uld be nearly �"�'= impossible to draw s�n without ha•✓ing aire�idy complete3 the work. `� :�� f',. �., =,..i,� We izt��nd to procE.ed with a hazardous builc:ing action ori thc ba�is :�F '.�� :�'. that this is a l��Pshore property witti septic systems not meeting ` �:;��t' code requiremen�� and City seti�er a��ailable. Our intent is to prohibit ��; �, cccupancy �f the house at 1340 Ba1�3ur Park Road until the residence is `' "r"`� conr.ected to the municipal sewer. I e:cp�ct the hazardous building ��T�. � ;;�:w action will commence early this summar. ; 'ur �'��h� ,��v��. ;:_.��, 'F°;;�`e � '�,� µ r �!"--"-,,e,'i�� . k '�f:f.�''�i Ki'1�.. r� .`�: •� �'.�+.`- .��:r4`i ��,t `�z1'+"'; - �&�j�g ,�.�� f '.'�;t;. �,<h�'�1� a}i .":So:t°r,•>" :}A��`:i.�;`?=,-1�. � - `;s: �t„^ �f:,.�,,„�� Wn. �,., �'+�' � �`�`�„'jf'�� ?�; ' ,:9;� ,,-;�, - ___ W. ,i^; ;5�� t„iF� ':�' -'>s :-�{.-' � �'ar:.1 ryl e ,'ty.,.r ..��;'• ��r',i .i„ s,,,� ;'4% '.A< �ara 4-�xw �,'(;r �, t�y,�.-.:�: .f*. i 9l'�•' �Y. �+",i - ._.=E.h�'y e*�};' .s�,; ; y,±s, �,i•,:;�'<. ._-�„r:'•s.:�l�}`.43t,es,;,v.,�v�r.tr-n. �....t�!&��±at.�'r.`!`T.. _:�,.=;. a is�,�j.'S�'Id1��,;:.:i.l�7%e ...�7•:,`�4.'.S�.t.:n�!'�.,. _,.,.P9�:, i:�.?st�f» �a�.,,.rv .:r�..�. ., ..'''_?;�4�;8;t`�'�'�'','^'��•�'•�'. .,... . ,,,. - ..--�%� . n � . - � � �ti � _ r.�` - . . � ,'�r° '�-,�,y `�.- _ •'� ��;�,#�Y<.:��,..R � '�""�_.,:e„=R�;�_; ��„ �. '�r ';-i� ,k; 1±." .'�i' ,�e''•�,�S ''�'� _. -_ .,��",%�-; _ . , •;m;:� - �? - �i��,., ��'�'':, ,�a �'a -- � �. - - . '� - „4. . :�'�. ,b�'' �'' "a7it` G �� ::,' ,er , .'d,:: i�•.,,^ !��a�.- ,+ ��.f.•:} , r' ��ak`:..t�:.' ,�:'p4«"~ Ri�< y. .p ''`�^. +;�r �, � f r ,;. � q}� . x .n e.�'=" �"� ¢T'"�I 'r' f. �� . ��,t^ .I e^� ;"y��,�; - .�y.h��t.�.'� ,ye,,.l •i4"r'i:'., .� ".��',,,, Mt. .r' ;9�,• t.�'Yrl si 3.:r�ti'� +' ��t:'� �_ry� y -�d'"e �:�s,s. v , 'y��$�'� � - ��a,'� t.},m ' .r - ,t. �,ti(e.r,,�"6.., ,�,^';J'FY:y�:i;""x'i' "'a A,�l ° t..'r��" "d".«+r-''";'� ,rd�c�„�„� c* �,r m„ S`. �f,: '�°'r°+s.. ��`,d�'�yr�,;r, ,y_t:� ..c,�,�Ca�.+ . _ _ �� qV�d'k!,�:,,;�•". t�, iMk�� ,i� ;,�'a<:,. .i �' •:�. {�°� ,` d'a ^'i�'L' � ,q ' %I-. V;�... .}. i'`.�`�$ y+.i. .a ��" �.�.;'ii4,x..R�4, rF^�' .,,�-'w — _ n-�,`` ":1_<.,:,� ,;�er•-,:c, �}� _•r �s ,p„`y�,,. �'`��,R , +'{'S-„� t'y6':�te.� �a(.F ,°`.'-,.. �'�. _ � FT�r�,y I", -�'-�'° � `7�'iQti.Sr,�,?,� ';'i'�Y;,�.�' ��. �'��. ''4 ';��''��ic ,2.� �rj�;- r '{@h�i`-i�:'� 'r'"'-r ,p�i` - ,s.' tk'-� �� `��x '� t °r��.'r'�.''� ,�,..;-I�''„y ` t , <�S ,��kr's a j;'. . .4�,,%a.";+}.°� { -'��. e -. � �' �, �,�µF�� .> ..� � _ t_ � .- ,�^ . .. .. . . e . ....__ , _. e....+- . • .J�' �.�'i'. .sf 'i' "•§. ,ti w . f D }T. �";. �ky� "`�''� Mr. Jack Collins ��" �' � June 5, 1984 '�,+�',,` Page 3 I i� ' `. � ,., t.t'�`' +�' �+ ; � As far as the technical aspects of connection, be advised that under �� current ownerships, eas�ments foz const.uction of 'the sewer connectit�n ��,� ��.�`� • lines would need to be ai�tainea from two difierent property owners. °,��'�;` ,�� Also, our City Engineer has esti,-nated the construction cost at about � ��.,�`�"` $15,000. Because of high water tables ` '"'�'° , part of the connection might �, �i" ~ include sections of forcemain. A gravity sewer to serve thrEe or �� four units was designed duri.zg the Earns� Subdivision but has not 1 s�"� i been thoroughly reviewed by the City Engineer as it is not propose3 �;� �w��,,� i at this time. Any proposal for connection that you sub�r�it will be ';,�r�;;�°;� j reviewed by City staff to ensure it is feasible. ��r � ;;,��,-�.: � I hope this has been helpful to you. Please contact me ii you have �� d further questions. ��.�, -� ,'�,:; • t ��. , .. � Sincerely, i� ,� ,� � ;� �'� ��' " -�� Michael P. Gaffron ' ,��; �; Assistant Zoning Administrator .r.. ��;,� ' : �.«.�� cc: Gary Peterson (Tonka Lake Properties} �'>�"�'>� �� William Frankl_in, Broadway Sales �� `" Bruce Malkerson, City Rttorney ,, �� : f «, i Glenn Cook, Czty Engineer �i .,�: ' ' Walrer R. Benson, City Administrator "��'��'�,. ' John R. Gerhardson Public Works C�ordin�tor �a'�'�� Y Jeanne A. Mabusth, �Zoning Admir.istrator , �=��w' � ✓Pile - 1340 Baldur Park Road � �;�-�: Gladys Olson :�� o-�;� � �.��5.�a :, - , F�:K '��,_� . � `=�''.:� • �_ �, ;�.,�;.� n:��',�; �'��;,;d, . � ��,. , �,.;�,.. , � ��- � �� y� � ��;r��s �j��,,�,,.,� .,>._ ,�� `f ��e,;�.'' 1 �� .'s.,. _,. ,. �-. � , �� . O �:, O �.� _ �iI�Y O� �� . ��;,� i, '�'` %' �� a° �� '�=�' � Municipal Offices � `�� `� ��_�"� G ��:�7 ��- Street Address: Mall(ng Address: �e9,k��Xpg� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 March 21, 1995 William Franklin Broadway Sales 100� West Bro�dway Minneapolis, MN 55411 RE: �aldur Park Property - Sewer Extension/Easement Dear Mr. Franklin: Tax records indicate you are still the owner of Lots 21 - 29 and 31 - 33, Baldur Park. While it has been some tune since we discussed your plans for this property, the question of connecting the Frederick Puzak residence on Lot 30 to the sanitary sewer remains an item of concem to the City. As yc�u know, the City is likely to approve only a limited development of the portions of your property located more than 75' from the lake. This "developable area" is generally on the very high ground near the existing residence on Lot 30. In order to develop your property, City sewer would have to be extended approximately 400' from its cunent location. The potential clearly exists for a joint sewer extension project by you and the owner of Lot 30. Both parties would seem to benefit from such an arrangement, since your neighbor would presumably share in the cost of making the extension, reducing your costs; and he would benefit by having the ability to connect to the sewer at such time his septic system must be replaced. An alternative would be for you to grant a sewer connection easement for your neighbor to make his own connection. This would not, however, seem to be the most efficient way to provide sewer for the potential future development of the peninsula. Telephone (612) 473-7357 • FAR 473-0510 ,. � -��.. Mr. William Franklin March 21, 1995 Page 2 Please contact me at 473-7357 so we can arrange a time to meet and discuss our concerns a.nd your plans, if any, for development of this property. Sincerely, �� J Michael P. Gaffron Assistant Planning & Zoning Administrator MPG/lsv cc: Jeanne A. Mabusth, Zoni.ng Administrator John Gerhardson, Public Works Director Frederick Puzak, 1340 Baldur Paxk Road , . � . A RESOLUTION ORDERING PREPARATION OF REPORT ON BALDUR PARK SA1vITARY SEWER IlVIPROVEMENTS • WHEREAS,it is proposed to install sanitary sewer to serve properties and to assess the benefited properties for all of the cost of the improvement,pursuant to Minnesota Statues, Chapter 429,at the end of Baldur Park Peninsula;and ' NOW,THEREFORE,BE IT RESOLVED by the City Council of Orono, Minnesota,that the proposed improvement be referred to the City's engineering firm Bonestroo Rosene and Anderlick Associates for study and that they aze instructed to report to the Council with all convenient speed advising the Council in a preliminary way as to whether the proposed improvement is feasible and as to whether it should best be made as proposed or in connection with some other improvement,and the esti.mated cost of the improvement as recommended. Adopted by the City Council at a regular meeting held on March 8, 1999 by a vote of ayes and nays. Gabriel Jabbour,Mayor ATTEST: Linda S.Vee, City Clerk , � . - - _��-,. i� . ' � � • .` • � ,� / � r,.�'; �' � �.1�� / ; ---� ' Q ��+_t,� ;._. N ; / , =-��`�� . ,,� . . ► . .' . � , - . ,.- . . - � . . _ . . � � %' � �• - --- . . • . �..� . . , . . ^' •�' . ' � �,`'�� 'V. • '�. i • i •.� i ,r iI � ` ' � N / , • :�%'.�, N I� . • � / . ; � f I M / / �. � � -� • �_�, , i ' I / f� ,� ` ,/ , � � . � N / ' � � ' � / . , I � , / , � . , ` N '7 - �� ' � � � . �' i - - 1 � � �' - , , � � l ' � � � y Z /, �� I C � �L . � �` . �' ��. ' '' N � `. � � � �' L+�. 'v ,�3c' � '� W I � A Q' I'N�' � ^` �' � 4 � 3 ¢ � ' C7 '� 3 � a—�-- � ` � �' v► ; ; �- � � � . ; � � �� _ � � � � � � �,t ' � "t"!'� ,� -� �' � , �� - . i � _ _ o . � � N rn M ' ' N ! � a . • ' �t � �� 't � } � � . . t � _ • ; �'•� � �(7.,�/�'' .y..,,_ `` �� y �I �t '�` _ � 4 -,�,_ �'�/�,. � •, � 2 . ' � � �` •�� ' � � �.------0 1 . a , y � � C� � -- f N � p M M M � � ��l �� 3 +i _ O o� - ,, �L = -� � . • � / ` v • O � Q � . � • M . . N � M � � ' � � � • v. N _� 9p0 . � . � _V � 0 , N �-- . (� N' . C1 . � M . - O� � 930/. / N NX M Q1 / / . � �j I I. I I l � � �: ... � �, '�i � ♦ . N. '0 -`v"'�F•+ . �`Nta � ^ e� �k'.:-. S1YI'JIt .r�,y h. +:^':;�F `"'#f,: '"k�,',,4�'t?iskt�I'�� 6wt'„d#tn.bi4t �s '°,��d�€•��;,�e -..� _ „ ; `�'a'� ''3',. '�il.r4�;�;d,^..;:a�°��-„�%✓ ,�; ., f ;� . � �: �y' � ( , . �f M� C'iI'T�'�f O]E�ON� t � _# � � ;_ P�t Ofiiee BoY 65•Cryatal BaY.ll�dinneaoea w5,'t23•Muniapal Qffieas � * 7 h • '1 On che North Shore of I.ake Minnetonka �,, ; • - � • � ; ° ,� l�arch S, 1984 � � � Tonka Lake Properties ' ' c% Gary Peterson � �- 2661 Arcala Lane e Wayzata, MN 55391 �: "' �_ '.";,` Re: Sewer Connection, 1340 Baldur Park Road �N Dear Mr. Peterson: ' � � r A review of our File #669 in@icates no progress or action on this { ��' project since preliminary plat approval on Septe�r�ber 27, 1982. This � '`}� application exgired on September 27. 1983. According to Hennepin �� County tax records as of 1►tarch 2, 1984, Tonka Lake Properties is the �+: ' legal oWner and tax payer of 1340 Baldur Park Road (P.I.D. 08-117-23- `�. «�' ' 31-0015) . °�'?; The City of Orono holds a $5,000 letter of credit f4r completion of the s'�� sewer connection in the name of Dennis S. Killian, 120 North Snelling °��'�', Avenue, Saint Paul, A9N 55104, which has been extended twice And which �, ;� will currently expire on June 1, 1984. '��; ; ,��, This letter is to advise you that the residence at 1340 Baldur PPrk Roac3 �"' ., �, must be connected to municipal sewer no later than May 1, 1984. Tf the connection is not completed by that date, the City will take whatever ''� legal steps are necessary to complete the connection which may �.nclude ' '_�' �� a hazardous building .:ction, drawing upon the letter of credit, special assessments to the benefitting property owners, condc:n►.-�ation � of easements, etc. According to tax recards, the properties through which connection would necessarily be routed are no longer commonly � r�� o�med with the residenae to be served, hence underlying utility p � easements will be necessary. E� .� � :^' T The l9ay 1 c'eadline is in effect regardless of future applications on this property. � ; ;� � 9t31LUl\I:�CU�I\(. �7]-7J37 • AU►11.�ISTRAIIUX&1•I.�A1CF. —aT}•7358 o Vt'BLIC h'UNKS JTk7)S4 �, , ' asst.ss��4: - ;t , :X ,f� � ti. , �, ,§.� ::�.,+��r, ..,� ,� �,,� . _ ,�3'S�',�.�.`�'°r��:.�:,#., .�i"�.`�,�T� �+ " �.:(�� ,��,� 's- � .'. i'��•- _ - ^ � � , " � - . , � . ' ,u�`';, _ « , „ . -�-' rti� a r t� i:3y..�; ,A 4 c��y�F�d, ety�. pi��.��...A�j,'P�.'�" �„ 1t . �� 4`��.y-�y�cx,n-:"� ..xry,�, tt:.h^i �� :� . ,. � - � ' .- ' - _ tr ��E �J t ✓k lJ�:•i 4. + 1,}' .w ' " '� Y,,".��k�,,�-- � �',�. :�'•`�� '�r' � ,. . - f�. rp,_ �'.� ;.t`' , ;�i t � . t.� �;%-': ,. - , .' � -- ' �" ��!�� ' ' . , . � . :�1. _ . . _.._ . ��r�t.! ..-',�s168�a'f.-+s-'�.m;s`.o,��.f.'.-"��JF.._ •�.4','i. ,.'..`�i.i��..�X�...., �_.t�''�.. .. . . . �a.� Y�a.`it4'Ce: rx�,�`i..; ,. , .� . � TOTri, A resident is claiming that he has private storm sewer rights over lot 31 based on a legal description he gave me which simply stated: Lot 30, Block l, "Baldur Pazk", according to the plat thereof on file or record in the office of the Register of Deeds in and for said County. Together with an easement for private sewer system purposes over Lot 31,Block l, "Baldur Park",as contained in Document No. 1440581,Files of Registrar of Titles(See Order pocument No. 1614358) Together with a nonexclusive easement for driveway purposes over Lots 21 through 29 Inclusive,Block 1, "Baldur Pazk", as contained in Document No.'s 1440581 and 1075018,Files of Registrar of Titles(See Order pocument No. 1614358);and reformed by Order pocument Number 2518347; � The warranty deed states: Lot 30,Block 1, "Baldur Park",Together with an easement for private sewer system purposes over Lot 31,Block 1, "Baldur Park",as contained.in Document No. 1440581,Files of Registrar of Titles (See Order pocument No. 1614358);Together with a nonexclusive easement for driveway purposes over Lots 21 through 29 Inclusive,Block 1,"Baldur Park",as contained in Document No.'s 1440581 and 1075018, Files of Registrar of Titles (See Order pocument No. 1614358); and reformed by Order pocument Number 2518347; Subj ect to an easement for private sewer system including septic tank and drain field including the right of ingress and egress to maintain and repair said system as contained in Document No. 1440581, Files of the Registraz of Titles (See Order pocument No. 1614358); Subject to a nonexclusive easement for driveway purposes over part of above described land as contained in Document No. 1440581,Files of the Registrar of Titles (See Order pocument No. 1614358) Paul, Mike and I aze all of the opinion that the easement is for sanitary sewer purposes only, however, the property owner is arguing that the easement says private sewer, which could mean storm sewer,therefore if he has his lot drain to the easement,he can count the easement as a part of hardcover calculations (he knows he can't build on it). The City's position is that it is for private sanitary sewer only, and because he doesn't own the land, it cannot be counted towards his hardcover, because the actual owner of the property would then lose his/her rights to count it as hazdcover(even if they can't build on it). Cou1d you ca11 or fax me with a quick opinion? I'm writing back to the property owner, and I want to tell him that I've contacted you and gotten your opinion on the easement issue. I don't have the actual easement document, although we may get to the point of needing it if he keeps azguing the point. Tha.nks. � �l � f�C�.fM -- l.� G��G�� _ ��- �I�� , �,�� n �� P�� - �a U ��' � �� = ' , . .-----• • � ... ....,.___.. " � Form No.7•M—WAIIMNTY DEEO Mlnnnoie Unlfonn Conray�nel��t DI�nMi(1078) � e.uum Os.h Cn,u�m�po�n I " Corparatlon or Pertner�lilp ""'' / ""//77�' � . r'�r.. lotndlvlJusllsl � �{/ ��st� i 1 /1�f.��• i� lJ� No delinquent taxes an�transfer entered;Certificate � U I o[Real�sto�e Velue ( )filed ( )not reniiirccl � i Cert(ficnte oP Renl�stnte Vutue No. � � � ,1�J � Cowily Audilor f � bY � � De ul � STATE DCCD TAX DU�EI�It�ON: $ . Dnte: June 8 1� 9q (rescrved tor recording dnl�i) FOR VALUAIII.�CONSIDCRAI'ION, Buttercreme Qesserts, Inc. ; �n CoCporation undcr Lhn laws ot ° iM nnesota ,Crnn4or,liereby conveys t�ncl wnrrnnls Lo ; Frederick N. Puzak ,Grailea(s), � � real property in I9ennepin _Cuunly,Minnesola,dcscribed as[ollows: ' LOC ]U. Itloi:k 1. "UuIJu� 1'n�k", 'PoguU�nr vll�� eu uauamuul fur pelvnta euvoe . eyaloa purpuo..0 uve� Lul 71. tUuck l. "uelah�r Pn�k'. eo cunlel�wd ln Uoeument � Ho. IA40Btlt� t°Ilo• ut peylalrec o! Tlllon (9ua OaJer Uueumenl Ilo. 1G147SUj� Toyetbee vlth e no�wwolue►va eeaamont fuc Jilvnvey pucpooae ovar Lolo 21 � thtough 29 Inolualve, Uluck 1, 'Ualdut hack", ne cunlnlnaJ In Doeument tlo.'s ' _.1440SOt m�d 30)9010, Flla• oC iteqlel•cer ot Tllleu (San OrJuc I)ocumanh Ho. 161A730)1 a�� te[ormad by Ocdar Ilocumanl Nuwbet 2i107A7t 3u4Jact lo an ; oeao�aanL• Cor �irivelc eavar oyelom inaluJln) eoplla lenk anJ dceln tla1J I . lncludluq thu rlybl u( ln��onu end egraae lu melnleln auJ repalc eeld ayete�n ao am�lelnaJ In Oucuinuul N�i. IAA0501, Fllae �i[ lbe 11o<�lelrec oC Tllleu (Soe I Ocdoc Uocnmuul tlu. i�il�17911)I Sub)cal• ln O f1uDCMCI11UIv8 eeaaroonC toc dclvowey . putpuuua uvur ��ail u� nL�rvu dauc[IboJ IonJ ea canlalnu�l In Oocuroont No. I _� lA�O5U1, L�Ileu uf ll�u Iluglulcat ot Tllleu (Sau O.Jac Ouaumunt Ilo. 1G1d750) � I . logelher wilh nli Iiere�liLamenls ancl nppurlenances belonging lherelo,subJect lo the[ollo�vins exeepUons: IRestrictions, Reservations, and Easements of record, if any. � I r r� . � DutLercreme Dessetts, Inc. i — i ��I'fis 1��:�:�1'I';r: :;lr�m�� llcrr (ly/A Q/�� 1�� f /W"'a-� j I ls I uy . ils f STATG OL'A•11NNCSOTA � ! COUNTY Or t3ennepin ss. ' , Tli Pore�oing�vas acknowled6ed UePore mn this 8 dny o[ June �lg 99 � ! by �a�� D N,rn�� _a�,a . : lhe Pslc�� nnd : I of Buttercreme Desserts Inc ,a Cor[aorarion . under the Iaws ot Minne�ota ,on bc1 It of lhe CoregraL•ion I NOTARIAI.ST.�AII`OR SEAL(Olt OTIIEtt TITLE OIt IlAtllC) . � t . I vn+waw�..�.v��µ•a,�.n � nR 6 90N TAIQNO ACI<NOWLED6AIENT ' ' S, SH.aFiON E.SiEICt1EN � T�a Sl�lun�n� fnr lbe tnl Vrop�r1Y duerl0�d In ihb Imt�umml�6ould i i {�•��.•i'OTAf1YPUCLIC-hIAlNESOTA b��•nl to(InaiuJ�n.m��nd�dJr�u aI Onnl��): � `�'�' r�ser couNr� i � �' My�E,�,,p�y�a�yy� � Crederick N_ Puzak ; °"^" °• 1390 Dalduc Park Road . . • Orono, MN TII�S lN3TIlUA1�11T\VA9 nRAFTF.11111'(NA�IC ANO AI)1)ItESS1:� . j Land TiL•le, Inc. i � j _ 1150 Metropolitan Centre • • 333 South 7th Street � i Minneapolis, PIN 55402 . � ' � E1C– 91778 • I ' • ; �. ..----._ .. .. . . .. � . � I3 �- � � � L � �► � { : � � � � ��1� �A.� REQUFST FOR COUNCIL ACTION . DATE: March 8, 1999 . ITEM NO.: Department Approval: Administrator Reviewed: Agenda Section: Name Gregory A. Gappa Engineer's Report Title Director of Public Services Item Description: Baldur Pazk Peninsula Request for Sanitary Sewer Extension We have received a letter from Mr. Fred Puzak requesting sanitary sewer service for his property. He lives, in the last house, on the end of Baldur Park peninsula. This property is within the MUSA and was supposed to have been connected to sewer as part of the 1965 IS #1 sewer . project. The existing septic system is nonconforming due to a lack 3' separation from the water table. Connection to sewer is the only reasonable alternative for this property. This issue is _ complicated and has Ixen previously presented to the Council. I have attached the Council memo from the November 29, 1993 meeting. This memo provides a good explanation of the history of this project. Both, Mr. Puzak and the City of Orono have been unsuccessful in numerous attempts to contact the adjoining property owner, Mr. Bill Franklin. The involvement of Mr. Franklin is required to complete this project. This issue needs to be resolved because of the poor condition of the existing septic system. Our recommendation is that the City start the process for an assessment sewer project to extend sewer to the end of Baldur Park peninsula. This appears to be the best method for involving Mr. Franklin in this project, and wil1 provide an official public hearing process for receipt of his comments. Mr Puzak suggested if the City could assist him in obtaining a sewer easement, he would be willing to complete a private sewer service project to obtain sewer for his property. Our recommendation is that a public sewer assessment project be completed to provide sewer service to all of the properties at the end of the peninsula. With multiple property owners involved, the best solution is for a public project to provide sewer service for all of the parcels A preliminary subdivision approval was granted in 1982 for two lots on Mr. Franklin's property. The final subdivision was never completed. Our recommendation is that this subdivision is a rationale basis on which to conclude that this property be allowed a maximum of two sewer units. For the assessment project the Puzak property could be assessed for one unit and the Franklin property assessed for two units. This would be a fully assessed sewer project. A copy of this Council information packet will be sent to both Mr. Puzak and to Mr. Franklin. . � , r , . � COUNCIL ACTION REQUESTED: � ' Motion to approve Resolution Ordering Prepazation of a Feasibility Study for the Baldur Park Sewer Extension 6�'-�8 M�N [`/�_' l,/,y �` `9:�y �0� -. ;;: . . kq �.: � ,�, r ,� �� y � 1 f. � ��: � � �.� ��, � "' .r P:: x t � t 1� ` ' ` � \ � j 1 ` N . r•:� . � � ij., o'�.r � --•' , G �" � ~\ 1 iy h_� \ i�: h1ry `Q \ �- t t � �zi � ,e1,' �S � t ,,.-� � � � �+•� �� A s a -- - 'r9� t `�. \` — . �,' �Y• ? � � • J �� 'V � �! I �� ,�\ .� � / r � �`-, 4 0 7 . " r.� n � � r - � '� a, � �--� � L� �.,��i �, �.� ?°.> " nb r�� , � � � � � Vr � '�' �� \ � � � i �►'.` -n i �` .: `�:3 N '' Z ' � � � i , R� � � s � ' � Z ^.., Q aJi ti �..1 � ll' � � O �4 m � � � 3 m ,� ��.r• �`��{�— W 1 1^ Q� QQ��A ��C" �° /� � � �r�vQ� sewer s�sfew� QucPd*s�s ocre�c- �3 • -� -� T , � .-0 �; �o m I hereby certify that this i5 a true �nd correct N � � ,_, representation of a sur ��e:� of the L,uundaries of ~ Lot 3C1 , BloCk 1 , Baldur Park , an�l the l�cation I uf an existing hc�use thereon . It �1u�s �iut �urport ' ' tn n1�nr.. or�:r ntF�nr imnrnvey,�,n.-.� c- ..r .�„r .^.,nrtim�nl-c { I