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Home My WebLink Aboutseptic info # � September 13, 2005 Margazet Callahan 3265 County Rd. 6 Orono Mn 55356 Dear Sirs; Upon your request we did an inspection on the septic system at the above residence, the results are as follows. - The system was installed in 1988, Permit Number 1557 from the City of Orono. - This system consists of 2-1000 gallon septic tanks and 1200 square feet of gravity. Trench soil treatment area. - There does not seem to be any surfacing of sewage at this time, nor is there any - evidence of surfacing in the past. - The tanks appear to be of a precast construction and seem to be water-tight. -A soil boring was done approximately 15 feet north of the first soil absorption trench. -Mottled soil was encountered at about 36 inches below the surface. For the system to meet currant PCA and city codes it must have a 2-foot separation from the seasonal-grou.nd water table, or mottled soil. This system does not meet a 2-foot setback. This setback or ground water separation is part of the currant code. Upon e�mination of the records it seems as this system was installed as per the original design by S-P Testing dated 12-5-1988. At that time the City gave a conditional approval to install this�ystem a copy of which is attached. Respectfully Bob Volkenant Volkenant Inc. Copy: City of Orono Logs of Soil Borings Location or Project ��-�D.� �'�a,v�y �� (v ��v _ Borings made by �U�`��(l�Q,�,.4�" Date - 13 --05 Classification System: AASHO ; USDA-SCS ; Unified ; othei- Asger used (check two) : Hand _, or Power _; Flight _, or Bucket ___; other Depth, Boring number _� Depth, Boring number _ feet Surface elevation feet Surface elevation __ ro 2 o c� - v-- �o " L,,,�,? 3�� 1 — j p - ,� " �o r�i S�3 1 — 2 — Z� -� ��ar � ' 2 — c I q �� a,�.� 3 — 3 � 4 — 4 ._ 5 — 5 — 6 — 6 � 7 — 7 — 8 — g .� End of boring at � feet. End of boring at f'eet. Standing water table: Standing water table: Rresent at feet of depth, Present at feet of depth, hours after boring. haurs after bori.ng. Not present in boring hole Not present in boring hole __ _ Mottled soil: Mottled soil: Observed at �_ feet of depth. Observed at feet of c'epth. Not present in boring hole Not present in boring hole Observations and com�ents: Observations and couunents: � ,��C,��. ��%�X!� J J�I�s r'1�.�/ .. _.. ... . ._ � �26J ln�p'I� � �- — - �---.__.._ . ..__. i ,l � � 1 � I � . N � ► , , � i 0 o�d �11 , � , ��+" �EL+ � Sc.+ '�''�"./cl �- I�j—v� �0 �� DC� NT ' �" f's� �-� � , �� , �,� . �l A L� C � � T �h s3'i i a3'S . a�- sg'6 as�d . 1 r ��' 6g o a�� a�~ 37� r_�ea,r,��' I ��'`� a �� s�Y 3 �4�� .�� S 6sa 61�b - 7a�9 69�0 y:��x.�s�� h'cr,* �sa �;c aa+�,�g��','�+Y#'�.��s? ��'�'TM� �' �. � '�'7� X �t 4. �r�" � .;� F �M r� R � .1��A Y��iu'.'�P� b�.;� p�, � ,,. . , ..�.� ... t .' � :� yJ . ' � '.� � S 1 �,{. . � <��: ��% r � �� i� �"�'��, l ,.:R' ' a ri �� G+} t�. 1� .� 't� T a 1-'"a �r ';r -yv � �`'H� ��+3.T�'i �� ,�' ...�k ky4k�"� a z�° x � � r t_ F " j�.,,,�. ;.,� �,��y'�v�3 t xc- �:`..'"` ,1'' _r r '„xb' , +°'� _,+s�s'-�.3'""��.'S� 4qs �` A �� ti �- . . ., ., { +�rsW- �� . �,�+� --�;;..`".'�n,...a.a�1FS'u Lkuvr.�X�'r�i�e:s,.al... .,e.�._.,,� _ . .. �.l� .�. . . . � . '�'��.a:a'ca.:t..,��..�,1....�'ma,r`.�f�ow3w"�x'� . , �; ...:---`' �. �-�` � $ /�uS� ca�� . � ;,ry: -- --�r .;:,, ` m�h:,\ CITY OF OROloTO Permi� # - '"$ SEPTTC SYS3'Eri APPkOVAL Fee $ �� .,+ Sntered By �$�� G�aa��°a 1 Contract�r wi 1� be given �a copy of thi� report a�8 is ;w ��on�ible �o.r s.t� distribn::3on to al l sub-contra�ctc�rs. Septic sp,st�e� ;;� d��ic�aa i� not cc�nsi8ered as approaed binless this sheet is �ttached. t��,� ti . ,�, f ,.' ;� �� : �_r,-�� r�-� �� =- _ g'I S l ��a►�,ti. � €�- � , �,, � '"',;� � c��t��ro�: 7/ �- • �,, ��"� s��c co��c�ox: � paoxE:_ .%`� � �� ..t�=' � �� • �`sDtv �r'�'1��•�=-,��—' ��7�– r�ZZ— � � x o�a. o �., _ � �-. ❑ F�'1�0�ED . i '` " CONDT'�IONALLY .�PPROV�;D� Note Changes Be1ow ,:s: �;•: :�� r �a: � . . . . - � ^-r hi...r;. . . ��\ � I � � c��s: � - �;?QC� f� f�2�C.� T" t��,� s _ � ��//��J ��n} f=lGsl� ' ; ��/ l/�� (/' !"� " � � R. -f- � � � /��1�� t � ��" �r �� .S,d�v U / :(�.U$.w-� .�-dN P t� �� Cf� I ` / � 1'�3 °',� 'u�-�� ...�.��2 �:�� -1�`` P�c+`�.�:`��- .�.—. f , :� � � � � ; ,L ti�-t.-.�:i.-i 7�':�,c.�-r1 o N l� i`�r�/�-T" /��:; ��,�.�/�s Ca ��...� .. ��=r'�``_ L�tl�2 ��f S ,�� x��r"�. ��-� � 7��--,�/�.�c:,'l.l--n.',� ��t�, �� '� f►-�� '�i�u.s� Pr�?�s �=�2�� 1� �=�e-�-� ��' �� _ �; � � `_._s� �. • �.��' ��.�P. !�ti�� t �--s� ��--� J,� , ..-- -�--�---- � , ..e.��.� c'�+v C. S �'S — �� .. - — -- � i� ..�� . � . �. . ' �x, �p�gc�3 �O I�1ST�LL��S: Any changes to the approved plan and specs must have ;° ��.'<. �,��.oz a��ruval �f the Inspector (473-7357). Call fo� inspections 24 hours '- � . 3.n r�du��ce. �; . � ,; �g�a� �,p G�gdl�p,�T, COI�'TRACR"ORS: Drainfield sites must. be pro�ected prior ta �r;k ?' and a��ex system installatior. to av�id compaction o� the natural soil. �.;, 9]' Drair��ie13 arAas must be fenced aff to eliminat� all traffic over them. ' C.+ vT �...5�. . � - . . . �- � ! �� +�/��a �w�� .�i � / � � Dat ��oved By /� ' . / l �.a °4 � �t`�`��..�'&''�.p`�,'a`,�,�f 5 + �; :, ". a.: .. s „ , %, ., � � � �.. . , , . „ .. , - .. ..,.. .. ,`. >, _ ,.�a..�..p_.,»� .< .,Mz - . ., � ��c.;, ��,s��c �r�,rs,�, ��: ,,vs • .-�. ,�-i ,. :�' ..:-::.�.. , . •', .>r. '",r;. ^x. � , . . ` � . .. . �S,i�:�: `�. �� . .. — . . , . . � � . . 't �a� . � Y k u"�; e�±• � � � ," Y� 7 ' S ii� � • �f (� � ° e � '�v'� ��J��l T � Jl L��./• r u� ��" � � � � , :-� , 95', !CAT'�'D I� LA�'�E t��"` �. ' -� ST ' �,E�, M�ti �:376 �`` 3 � . �Vi�G:; � , +r�.�• ., i ,. 4Q�•��j ' �. ' _ 1/�� ''t ti ��—'VE_':1 i3. �^_�7��'Tl�.�<� �r��tl � � �� I� 1�� '' � � Decempe�' S�`1 �8�c � , �`t � y `� i� ...� �,: � � Don Hellager '� `';�,1 �.> ;�-�� t �� 3265 Co.Rd.#5 ' `1`-'' �� ;� +�.( k Oronn, Henri. Co. , MN ,.�, �Chis system is Desigred for a T�jpe 1, four bedroo�n home and ir� accorc�ance with the Mint�esota Pollution Control Agency Chapter 708G and �ocal ' �`>�� or�inanc�s . . `� r `'� >.�,. The ,soils on this site are ty�-ical of SCS soil,s .,�apped = LrC - Lester loam. This s�te h�:s an ehisting fail ing. s'ystem due to stror.g clay soiis. Soil h:�rinqs were comp�eted �_ndicating ��,ottled soii wit:�i:� 36" of the surfa�e in the azeas possible for onsite sewage treatment. with the slnpes > 1.7,� and the wet soils , there is not a s��stem tnat car. be Desi,ned to meet SLate and local cor"�es . The City Inspect-cr wi1� aiiow a trench system to }�e installed witn these cond�tions : Eac:� trenc:� w�Il need to be over excavated• to a d�apth througn tne c�ay �oii (36" to 4d" r a;d replace with .:.oarse washed sand within 12" o� the rock, t'.-.en place i�" of Io�my sand , th�n a shallow trer.ch 18" deep wi�h a nini�ur o� 6" of co��er over th� rock. At the last trench, an over flow pip� to a holding tar.k {' Ar: with an alarm sysrem must be i:�stalled. Th�.s is needed to pre�rent �he = ;: system from i�eing �zverloaded. Ti�e soils at a depth of 18" have a percolatior. rate averaging 1� .1 nin/inch ';` and arE adequate for treating septic effluent. . � => �111 n�ighboring we,lls are located more than 100 ' away fro��, '-�e �roposed �� r.��tment area . ` � Lake Class��n is a Natural �r.trironmental Lake �i�h a 200 '� setback. A � � �� varian::e w:i.11 be needed to b� within 75 ' of the Lake. ; Keep all heavy equ�ipment off of t2ie proposed treatment area before and , :� aft�r construction as m�ch as possibie. The trea�ment area sk�ould he marked off before construction. Recommend to Y:a�ve the septic tanks pumped every year. This system does not meet Stat.e & locai codes & must be ap�roved by , , City Gfficials befo?:e insta:ling. • � { � . , �� /��') �� ; T�i�t . � . (� �' � L-�+- ��..�_ ^�• � � � Steve:� B. Schirners - � Soil an•l PercoFalioR Tes1s � k : , h<< , Septic S�stem Desi�n .� �r� ; SBs/d:, � ` . � . y.�,� k AMR'�'lxn'°^..�^Ty�.�tl✓C 1 a� �•t� r. �r� �y . � iY� �;5 x t ,nr '+} � a'�t �rR �, � J ��;, t� . r 1 ..� � � .,. ,..�w . a� �:.i�.. � r +i , ' ; :�� x,. Y- � �,. r ,. ' r ts � '\. � � �a�� ^s +t.�� :6 a� r "�i7'... �:� tr a�;� ;k�u s � 43�.uy.ti�b.,� r?� t 4z�� ,.�.&�.,nr��"�a y+.T��`� Y . n ,�y „� £�-i��m._-�r,?�.....,�.,�5 ':�, .d'!. .t :2.. v ,;�. f ..;.'� ,�.� �, -�. . .a.:-- .�, . . ., d '?�.�h..� t .. "�.r,i�'Pru.: �y� .�,'t . w ..� �',� ,.`'R�...�`.�?`y,:.. ,... � '` . ` '` ; 'f' �, - , -_ - - = ,:. ; � �. g�od��t � , ' :, .. . . m �i1,, � Gcy6Q" � � ovw-�,».szo�tF- bock fiil 6��min. .�� } .• ;..,, , . _ ..<. ,; . . . � -- . ;� ' �- `�-�, -'- .__��'C\3�1.}��l�—S:�{�y t=- , 3�to4��tQyer of uncompocted �'� _ � _� Fioy or straw .co��red with � .: 4"pipe do. � . _ red rosin po�.er � � ' _t \ . . � �� La rock til;er ina:crial SF.T- BACKS . , rcke sidewalls 8� botlom to � � . `� ��,� S�� - � - ��tMr► must be� . _ . . . . . . . .-_ , remwe srneoring - „ .� - `o�� ,>av 7_ �k � � r r •r' i ove-� t x��^� ��=. IS1�'/�1`• � � ��(�' �{ . . . �� Q f om p opc :y (nes . � -�v ,� vz��-rH `cl�z,3 . � '�-�� . /� G/ iL4 fiCrn we115 wt'�?RCrXr�`i8'�o��' i - � � , � � / � . d� trom b��gs. ' � � TRENCN��X-�SEC710N : ;Rn�o u=��3�'=o `, . � _ • " � � . . � ' . _ .. . - � (rrin. of�two�nches) - �._� Trealmcnl oreo �n�irom prope;ty lines uN�"��. (m�.\,�cgm��,, I . . . . � M/�►�i�ot.x,5 --n1AX. 2�,from we11s �` ` \ �`� • _ "oF n�r Ft �.4��from�bidgs. � ' ,� ,�, . ; � J_�,from trces �;r..�,.�,�� v�,g, �c.� , i SO�L QORWG f'Ll_�'/;1lONS , ' ' , ;y '�� ' fro� Ic�t�3r�4rt-�xris �t�lr�']j1 4 I/?. ` und;sturbed h �_—� j'�'`''�• Yn,n(�NG7ve-�t c11E.r.Z �7-ctK_ '- Y`� ___ �J��__ 1 � � . • � '��'r..-r , 1 . p..��fltfl.------ �t ,`.—.s 2 31 �-.��-- -- -_ _-____�- __ �4�;a��9��i; � ' � '"�� ..� �..: �- ��A�c�",. TN. I EL.-�'-l..7 — ____ �....�_ �_„� , � , � i �, . ti� ��_"�,_--� � TI�. 2 FL.•-��_1,S —�-=- � , -----, - - F��ow L i�-�es. �_ ,� � �i Tonk Tonk �'-� -��u�t+ �_ ; ;"; , ' _-� ;--;- - C�ode.1�.%��' 7N M3 E L.-�`�.5.� to Tn�k v-L.-b .o � . _ � � i-� ' � � Tii. 4 EL.-_.___._ �io 8� `� � �� , --�tN�4_ � � �� s�yc� , 7H.'S EL-..__ to4 � DROP C�GXES ��-�"c_� tHPc'�2o�t . �'_�i`-,��n�� taT ��-�,Q 11 , Y�� J I tl i dio.�pe ` [0�;�5+�.W►�SNi"c-9 _1�00� . � 'i"u5� oF- .,�o�Y- 1oO.00 . SR�+p - -To-t't�� oF fl-Cc-�cU v..t�.s 1-�D�s��31�.T�_ �Arr�o�r , e..��: �,u�c- �-c a�� _-r�r�� E-�- 90.0 �.`L o�;L.'So�I3YT�_^�4�L.A1.-�A�.�`-��'�-��-� A�.c�.iAL`� c.r��c--r S�L�LS_ . : , lI 3EUROOM - Percotol�on �ole 1(1 min.lnch (des�gn�1-�bmin./inch)[�--�,,u�t�..Fe:g N��l+ P�g-c.ai-�-��ot "�'�- p� y , -(o �'tP-o r-j►a C.�� So�L� '...4 5o�t,1� . ��5:�_�3.5_o s�l�r-C'�_ � req '•ed w/13� of rock fiHer moterN�l��10% =IIl�1 sq.ft. of. irench botlom orea needed ;_��lrenrh width= lin.ft.of trench neeCed , number of drop boxes ` (to be de!Er*rroed by the instoller) ` n�qcii�ed=�';-ist-lonk��"�g2��;-7�d-1ank1�rrun�.Rx�rru ;'�� ►�� oP )oco��,I GAP. HoLvt�U. -t14�N1�.. _ " � '�`j' �.�j5_�—Z A �� n 7 IM"rl' �N wr2 P�PE� � �� N I � _ �� - , - j�.(� ., PROPEFiTY..OF�1xL►-1 t-L.F �l��k�� •ti�' �t�N�. � ) P��v�s� , �,� �S z� �� .��<- >' s.�._��' �� . - / /�l.G; ��j./1 Y�K<'C�;��8�� 4--�''�/�'� I�{�/. .��,� :s�,f �Ry-�'�t?�+ :� �:_� ��:. ��,('�,.,n r�t-� t�-ti� �� /'� . (�l,v �I�• 3+�,��'�i .F.'�h �N �V 4T,, �.�/� I//1 £�i�,�+. �i' � .i i •" —_ - �fy�� ,'�� ... � C. :cr`b �.��'h � L '.;.,�- 'ry i �r '�'�-�� (�� !. r '� "��I`.. .. ,,.+._ -. . . ., ..`. .' -. ',;�. ... . , : P �p .. ..� �:��k� w � .�� -�.��y{j�5`� ;. � ., : _ � � , , fr. . � .,�. ` - . . : / j , � ,_ ,�3 ..,�;;._.., . - "',,;�,,,� ��,s .�,�-s � > � :� " �-� ;.�.� , - �-- �usPS� � �� 7 :,�� !�. .� II��' j �I:t � "f� s � , � � '�" �/ _�, „ f�� J I _ > ., �� ::� � .� � � .��° :� — E' Tl/V �C '� � .� { P+� �'{��,.. � �� : y�-� t .�� Fk��.�.w�5:. P.�T S � ,.N .� �:. ,< , / ' ��:Y; �v.. � ..'� a:rt>, ��"< '"' -:+'��b�. .�" �'� - y :.D ,�y� . . . ., .. :• .. .. t. . � , , .; . i . : ,:� � .�. '�*.. : .:� ; ��,r t� �c.' //��_ ...� �.. � �•.a;, 2, t< "� or�struct� trenches �_ttrs:oreo �-:shautd�be�Sfq sP,t� , re- N}t�y��,]� �� . r `�k* /�p k-� ��,��th^'+�1.+ ��;�i � 5i�+� �f3'•-�'� .:.�L•' =2e�,"�e:f a .:_ " , . ._ � i...... �. -.i,�: e ..�v ..,��.:..s4. �.�, i�:.` � x�•�O ti��.�y�� .�41'.�:. O'i��q��IY�� .�.�i rb ^s/J� ��".�Y�i J�� T,�N.' �J. -tY.'.4'.trY.'±✓..^.. ..`f�."�v}'Y.i:'�'��i'�3![�, ��3..- �},'57�+,;-� l.r.''S'?[ 3��v.., r{i.. A};a. i �`'D ,M1V 8 _�� +,�1 n:n_oif f�an enteri r:ti' t ."�, -� •;�:��._�, _ � ��:xzf�:�`��:�� ,�_,,,� � �. �;.�.�9 Y: -.��u ,,,��. �, �,.=� ,�..: �.�s nQ ment�preo .._ ,x. . . .�-Y�c��,, :.� � y . . s .. . ;� ��:� ,,:< -�� ,.: o p�.� �, 4 µ�`�356b-�;. '� = �� -�� ; , '-�xa� � -.�� te .�l ;� : ! ��: �� {:':��^�+:'�f[�:��f•s x :� �r. ��.�'�,.at�., ��. �,t�r��#,., �,-�.n�, ?arRa��:;r. R.a.�:.�c,a' ��e'' �.,, 4 �.. �-�^w:�st �r..: z,..x :. .,�".s `- " - - - . , .. ,. ..�. . � , ��... ... . .,. . ._< . . . .�. ..... . . , f�'k�r. . '�s'' �"�`.r: ��: h`�". . 1%.,... '. .. ,. ,a' j�,`�, �gf' .:..;q... ,.., . ._ N.. . .�� .,,- : ' :._� . , ., .. .,..,. �. ,.._:-. �- ��. _ �.a`�`4�.�.�'�i�W .s'• "�o� -;- � � !J o o . ��; . '''i'', CITY of OIZONO ,� a �.� . f : � ' � ��, ��' Municipal Offices \,, ,1,1 �,�; ,z '� `� � �. • G ' Street Address: Mailing Address: ��9�E S�p'4�� 2750 Kelley Parkway P.O. Box 66 : - :_-:.--. O ro n o, M N 55 3 56 C rystal Ba y, MN 55323-0066 To: The Current Owner of Address � �� r �� City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminent Public Health Threat Yes No �,� If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10 days of receipt of this notice. The septic system must be brought into compliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Identified as Non-Compliant Yes �No If yes, system must be brought into compliance by: December 31, 2007 December 31, 2010 Other Septic Tank(s) Pump out Needed Yes �No The City recommends the septic tank(s) and/or lift tanl:be serviced and pumped out every tlzree years. City records indicate the tank(s) were last pumped out on �r � �{ —�S. The tanlc(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Conunents: P� � Date of Ins ection � �� ' . Inspector: p '�elephon� (9�?)2�,9-=b60� � Fax(9�2)249-�6fl� wwsa�.ci.o�ono.mn.us __--------- .�O� ---- ._________ . O��, O ��- CITY of ORONO � �, ),��;,� �.�;." � lSr Municipal Offices ti � �� G s��s:: qsa-�49-y6o o Meu�Ag�ro�: ��gg0�" 2750 Kelley Parkway P.O. �ux 66 Orono, MN 55356 Ct�rstai �ay, MN 55323-0066 To Current Owner: Address: 3Z-6� 5'x� ��{ �� City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treahnent system at fhe above address has been inspected and appeazs to fall into the categories checked below. SYSTEM CONFORMITY (1-31: Z' ' _ -- �1 "CODE�YSTEIVI"An IS`TS�which meets all We location,design and construction atandards of the cwr�it Orono Municipal Code. (2 )"COMPLIANT SYS1'EM" An ISTS which does not meex all the location,design and constiuction standards of the curr�t Orono ��Municipal C,ode but does meet�e i�e foot sepm�ation requir�ent or rivo�oot requ'uement for systems installed 1996 or earlier,and which is not failing or an i�ineat threat to public health o�safely. 3 `210N-COiVIPLIANT SYSTEM" A prohibitea rs�s;an ISTs located wirhin a aesignatoa loo-year aooa plsin,any ISTs whiich may or may not meet all the location,design,or construcaon stan&rds of the current Umno Municipal Code and which is failing f��y reason;and any IS'TS with less Wan Wrce feet of�msaduated soil or sand between the dish�'bution device and the limiting soil characteristics. TANK CONDITION(5-'n: '6 Tanlc inspection indicates: 5 P�mpout not nceded at tlus time. 6 Septic tanks must be pumped out dus ear (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped. I1'3� � 1• Mske sure seotic taeks are�umced throash�anhoie and aot throu¢h white iosnectiee�iaes. This allows for t�e nrocer cles$iag. Keen water softner a�d iron fitter dischsree ont of sentic svstem#o nroloa¢life ef draia5eld Ask numoer to t�st starm flaa#te veri#v.siar�is still workina ie vour�oese. The alarm warns e�er#�st senta¢e is�boet to backuu iato base�ent 7 Inspedion risers missing-ta�tks could not be inspe�ed. Inspection risers(4"dia.pipe)must be installed in each tank. If tanks have not been pum�ed out within the last�rce years,they shouZd be pumped out now. RAINFIELD CONDITION 8-10 : � -. 8 Drainfield is dry,no surfacing evident � 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saiurated and visibly discharging untreated effluent to the surface. Conta.ct the City Inspector immediately.Repairs must be completed within 90 days. � ��5: o��,�,��.,� taoks o�-, �� s� �..� � � �� os� . - \ b-��-o� Cr.� � , Date of Inspection Matt Boheanan- Septic System Inspector Note: In the ev�t that this iu�crion report is used to satisfy the requu�ements for a mortgage or otMr tr�s�of pmnpaty,be advisod 1�at Wis report dces not guarantee or oatify that an existing syst�w+ill c�tinue to funclion ProperlY> but is meady �opinion of ffie sdeqnacy of the ayst�� cmr�t conditions bascd�tLe availabk iafor�ation. � � O� , O O i C;~` s�.�a=� CITY of ORONO i �,`•�`: , ,? '� � `��`=�' ti �, e�,` ' , `. Municipal Offices �i,�::ti �:a, � ti � �;�'%}�l:�o G �y',��ir�,� .�"� Street Address: Mailln�Address: '''�tE*ggOg' 2150 Keiley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 q5a-�49-4500 To Current Owner: Address: ��6 S S;k+�. Ave_ N, 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 fal(into the categories checked below. SYSTEM CONFORMITY (1-31: a 1 "CODE SYSTEM" M ISTS which meets all the location,design and conswction standards of the current Orono Municipal Code. 2O "COMPLIANT SYSTEM" M ISTS which dces not meet all the location,design and construction standards of the current Orono Municipai Code but does meet the three foot separation requirement or two foot requircment for systems installed 1996 or earlier,and which is not failing or an imminent threat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS whieh may or may not meet all the location,design,or construction standards of the cumnt Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-101: 5 Tank inspection indicates: �5 Pumpout not needed at this time. 6 Septic tanks must be pumped out this yeaz (city code requires tanks to be pumped out once every 3 years. Tanlc was last pumped \\-�-o v ). Make sure septic tanks are pumoed throu�h manhole and not through white insoection aiaes. This allows for the proper cleanin�. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. DRAINFIELD CONDITION(11-141: � 8O Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. COMMENTS: S�s��. looks ok . P��a fi�.ks ��Y+ s`r��.er� �-a� - oa �� Date of Inspection Matt Bolterman- Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this roport does not guaranue or cectify thac an existing system will continue w funcdon properiy,but is mercly an opinion of the adequacy of the system under current conditions based on the available infortnation. CITY OF ORONO � O� Municipel Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAt3E TREATI�NT v�,� ��, INSPECTION REPORT G �9kESH.O�'� Owner: �I�VI �f��A-�')A.1� Address: 32t�s 5ikfh A�dE l�. ( 5�5�� Permit �'s: 557 Dates: l2.��9" �� Contractors:_��J� Y�/Q.�d� �t City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular besis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is� an existing system [ ] new construction> SYSTEM CONFORMITY (1-3): 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, twt 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 uaters. 3 ��NON-CONFORMING SYSTEM��-A prohibited system; a system located within a designated 100-year floodplain; any system which mey or may not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic [ ] has or [ ] has not been identified at this time. [f the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: Punpout not needed at this time. Solids accunulation in tanks indicates they should be punped out this year to help prevent future problems. Solids eccunulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. lnspection risers (4'� dia. pipe) must be installed in each tank at next punpout. If tanks have not been punped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation). If tanks have not been punped out within the last three years, they should be pun�xd out now. DRAINFIELD CONDITION C11-14): � Dr nfield inspection indicates: Orainfield is dry, no surfacing evident. Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be canpleted within 90 days. 14 Drainfield extent and condition unknown. L1MITING SITE FACTORS (sloce,setbecks,etc.): s��+ ��T�� POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table,etc.): �� COMMENTS: �- . Date of Inspection eptic System Inspector Note: In the event that this inspection report is used to satisfy the require�nents for a mortgage or other transfer of property, be advised that this report does not guarantee or certtfy that an existing system will continue to function properly� but is merely an op�nion of the adequacy of the system under current conditions based on the available informatton. This report must be kept on the premises with the system locetion and Exmping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner \ � �1V' �, O o �� .;:,r CITY of ORONO � >> : . � � � ti Mu��,�, otr,�� G~' Street Address: Mailin Address: H ��!'�;gg0g� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 � Owner: ' <� • ` Address:3265 Sixth Ave. N. Permit #' s:1557 Dates:l2/19/88 Contractors:E. J. Peterson Co. (This is �] an existing system [ ] new construction) YSTEM COMPLIANCE (1-3) : 1 � 1 Code System: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant Svstem: Does not meet all current City standards for new construction, but in most respects appears to be designed, located, and constructed in accordance with previous codes and is functioning properly. 3 Non-Compliant Svstem: System may or may not meet current City standards for design, construction, or location, but is failing to properly treat and dispose of the current input; and any system with less than three feet of vertical separation between the bottom of the drainfield and the saturated soil level. (The saturated soil level [�] has or [ ] has not been identified at this time. If the saturated soil level has not been identified, this classification is subject to revision.) TANK CONDITION (5-9) : 8 5 Pumpout not needed at this time 6 Solids accumulation in tanks indicates they should be pumped out this year. 7 System is discharging to the surface. Tanks must be pumped out within 48 hours. � Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out within three years, they should be pumped out and risers installed now. 9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks have not been pumped out within three years, they should be pumped out now. (During the last septic tank Maintenance Pumpout the tanks [ ] were or �[�l were not confirmed to be watertight by the licensed pumping contractor. If the �anks were not confirmed to be watertight, this classification is subject to revision. ) D INFIELD CONDITION (11-14) : 11 1 Drainfield is dry, no surfacing evident. 2 Some evidence of surfacing, not critical yet. Repair is not required at this time. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system acTe and condition soils etc. ) : low COMMENTS: ! '�L�a� � Date of Inspection e ic Sy tem Inspector Note: In the event that this inspection report is used to satisfy the requirements for a transfer of property, this report does not guarantee that an existing system will continue to function properly, but indicates the operation of the system under current conditions. Telephone (612) 473-7357 • FAX 473-0510 CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGL TREATMENT r�`,� h INSPECTION REPORT ti ��9kESH�g'�G Owner• Address• Permit #'s: Dates: �r��9 b a Contractors: City ordinance number 100 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 �nspected and appears to fall into the category checked below. (This is pGi an existing system [ ] nea construction) STSTEM CONFORMITY (1-3): 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 uhich 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. 3 "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 location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic � has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identi ied, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accumutation in tanks indicates they should be puriped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be punped 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 tn each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be Fxmped out now. �Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been punpeci out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-74): Dr,a�field inspection indicates: (1V Drainfield is dry, no surfacing evident. `?� Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City lnspector imnediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. lIM1TlNG SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE Cdepends on soils,water table,etc.): �� COMMENTS: ,4 � p,� � Date of Inspection Se tic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the avaitable information. This report must be kept on the premises with the system locetion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner � On the North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER /v `!" ^ P e ADDRESS �V� -�� !✓�� ✓-' PERMIT NO.'S. �-�7 7 DATES 1a �g� CONTRACTORS .�:�t.L11�.J�J�."3� City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inapected on a regular basis.The onsite sewage treatment syster»at the above address has been inspected and appears to fall into the category checked below. (This is � an existing system ❑ new construction) �� Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. � 2 Dces not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, a�d constructed generelly in accordan�with previous codes,System appears to be functioning properly;no major upgrading of the system is required at this time. � 3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating adequately at this time,but has a relatively high 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 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 otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement proc;edures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may require your action) Tank'�apection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not �Pumpout not needed at this time. give accurate measureme�t of solids accumulation.) If tanks ❑ Solids aecumulation in tanks i�dicates they should be pump- have not been pumped out within the last three years,they ed out this year to help prevent future problems. shoutd be pumped out now. ❑ Soli� accumulation in tanks is at a critical level. Tanks Drainfield inspection indicatea: should be pumped out as aoon as possible. ,� 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. ❑ Dreinfield is satu�ated and visibly discha�ging untreated ❑ Inspection risers missing—ta�ks 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, nd system condition) ❑ Adequate ❑ High water table �Low �Fair ❑ Lot size ❑ Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: �7 '" Id`-- Date of Inspection eptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner