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Home My WebLink Aboutseptic info �' �� SEPTIC SYSTEM APPROVAL � � _ pY � �g CO O O �� p ;:�:.. ,� C ITY of ORONO !�r Municipal Offices � � � 4 G Street Address: Mailing Address: � l� , ;¢�i ;. �CEgKO�� 2750 Kelley Parkway P.O. Box 66 _=' Orono, MN 55356 Crystal Bay, MN 55323-0066 ,�? Owner .�,�k � ��fl� G�/U f� Phone (Home) (Work) �ddress �t5��i /�"e� � i�au.� ,�r�. ��j�::,z�-d�l� ity C��2��1�� State �r�tN Zip Site Evaluator �- �' ��sf�-��c� State Lic nse # , 9 � Phone# �l`�7- .�S 66 Type of Establishment: � Single Family X_ Multi Family Commercial �,,;, Garbage Disposal Yes No No. Potential Bedrooms 5 Est. Gallons Per Day %�� Water Meter Required: Yes_ NoX Soil Sizing Factor . �� .�t5� �i {2 Perc Rates P-1 LI.� P-2�2,y P-3 3�( P-4 y.� P-5 �� P-6 S. -7 Restricting Layer Depth B-1 /h" B-2 ��-" B-3 �.`" B-4 !�" B-5 �'C'` B-6 !��" Type of Treatment System: Standard_� Experimental Alternative Pressurized Mound System x At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size 115� ��=-i? # of Tanks Z- Lift Tank Size 1'�`SU Pump Brand -- GPM .35 Head 2C� Treatment System: Minimum [��'� ezJ,�(ti3�`l5� Square Feet with_�inches of rock below pipe Type of covering Fabric�_ Other 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 (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 subject to existing regulations and thefollowingconditions: /��t��N � 2C?` 5"-�� r� ��n v f�� ti�t Ur«;�,�;�F�lc� ��-� dR�vi wl4 � ��n� . -- � � By: v1 �l�ti �� Chris Pence, On-Site Systems Manager �STaI fS O�C6�IIE'D F8� e�oo+r� �uw►i��auaie� ��nraua��s�,+s�n, Telephone(612)249-4600 • Fax(612)249-4616 ,' ,' ' ;�7�P TEST/NG� �NC. Steven B. Schirmers • MPCA Cert.No. 627 �' r 951 Katydid Lane NE • St. Michaei, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License#394 �, �� S P�C� -- ��-h` G March 27, 1998 �S/,�c,�� 1'� Barry Haglund 4590 North Arm Drive North site ( lot) � Orono, Hen ; Co., MN T This on-site sewage treatment system is designed for a Type 1, five bedroom home, in . accordan�;e�,with,the Minnesota Pollution Control Agency Chapter 7080 and local ordinanc�� ;; �� x �r x. - � � The soils on this site are SCS soils mapped - KkB - Kilkenny loam. The seasonaily saturat+�d�sb�is vyere located at 16" to 26" (mottled soil). Due to the seasonaily saturated 'r soils, $Pres��zed Mound System will need to be installed to treat septic effluent. The . bott� of the��'neatment area must be located at least 3' above the saturated soils. v� ,� T �ture expans��on site will require an Interceptor Drain to be installed. . � • �� _ ., The soils at a depth of " have a percolation rate averaging 6.4 mpi. ' . A pumping chamber will need to be instalted to lift the effluent to the treatment area. The power supply and switches must be loc�ted�outside the manhole and pumping chamber in a weather proof enclosure. A waming device must be installed with a light and sound device, this is in case of a pump failure. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are dean. The sod layer below the entire mounded area must be tumed over, just break up the sod, be sure not to over work. 1 �5 � All neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid &the system will need to be relocated if failure to protect the areas � proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Garbage disposals are not recommended, due to adding more solids & fine solids passing through to the system. Excessive amounts of soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not rec�mmended. Recommend to pump &clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule., Cs��--�• . Steven B. Schirmers 2 '� ', O �k o �SC � O � ` � d � �' �� n �`� � � � \� �Y - % d z C3F RONt� �.� � � �` � , � � � � < �►� N .. �; "4 � QAT$ -„L.L��PERMIT NO. � � \� � Y6D At!3UBMITTED s � J� � �� Tl�OV6D�YITIi CURR£CTfOTtS A NQTE � � �A1'AAlkOVND-CORRECT&R6SL' (T � �1 d m � �J ��{f6cy0Yrinformation. All wo 1t;hu11��fci�Sr,� � � �N(�ola�l(tllt�Mrith all npplicable septic xnJ r.�i�iuh c��p,�' � � � �inciudie`items not spccifical►y notc�l in tiiia r(v�. z I 0 �a � � ��pj.l►l�f�8T ONi S{TE AT A LL T 1�1 LS �. � � � � � ' � O .. 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L� �_ QLA1.) V\'E�.! � , � o, � a SET- BACKS HOUSE Sysiem must be� Tank �o� irom property C�nes �F_.c_-<�c�� c�� w�o-f� , Ll_ �Lls� �S� trom vreils . �o from b7dgs. , w��. :�� Treclment orea =�f rorn bkes,?� s1� TreotmeN oreo �o� from ProPer►Y ru�es NOTE=Pvwer wppy ond switches mst be bcot�d �o � weothet proof erx�osese oc�tsside 1he P�P�9 �mber ond ma�hde M�t�t{ocEs o�.�n �a-" 2�.. frOm vrells ��F'L�- �o�irom b!dgs. L'irom trees � � SOIL BORIn'C ELEVATIONS � , � I ,�omin, ' ' . THIII EL.-1�_3 Sa�L- qSS.o �o i 3~�- , iode_S¢.."/o,TH.2F�_�� . Tonk + ' 's°`- 9 Th�3EL-�oo•sd ' 7onk . Drop to Tonk I ::� PRESSURE MOIJND SYST�J�A Th-4�L_ °►`�.L a � � TH`5 EL- d0.� Nan,l to 8 Pump�ng Ma�.l�to4� � �f�P T�RU�GS �SN�Av�oc�J ��ef EI.NAIlOV ot PRO?OSED PUMPWG C!iANBER-`��. -�,�`"�►4°��.o �4��to 6��0.piQ� • fa�v�orc. '(v4.aF�csi.e��-1►S.v SYSTEM DESIGN —MOUND �I LC�W'�ST �ocR., -9�.o TYPE-�,�BEOF�00ld , �areroge percolotion rnte�minlnch (design-83s9.ft ireotrt�ent oreo per got.of dody sewoge tbw) . '1 � qd,/doy x.83sq�tlgaL �a� sq.ft.of treoimer�t orea�10%=— sq.fi. (=10fi.vridth=_La3_fi.length of bed orea+side sbpe nm.�to I x 3.�heigtt=-`�ftx�i�lown�area needed) Geo� rodcnceded- l�3sQ.fltreatmentoreo x�.o��' dep�cfoodc'=Sc��a.ft=27= �.a.yds.(3/4��to2 1/��da.,indudes 2��d rodc a b o v e p'�pe) ( _C�44�� D Sordy bcm badc fdl�.�a.yds.appcoac.� topsod 6�2�_W.Yd- �� 5��o o��'� •l-� ' � u�As�tc�o Clean sond fli I below rock c�eeded s�lC_a.yds. opprwc. , . (�St�x��-to Aov_�oSo �_-Co45o�`EcF a�t�.��S�►4'�•.,�.--9� ��,re� . Number of ta�ks reQ�ir'ed-�-� �st tanlc 1 a v got, ,2nd1onlcLgoLminirrxrns f�Ws 4�tYr►P�N� �R�=►mt'�E-�- pump�g d�on►ber oopocity- 25"/0 of dady sewoge fbw of��9o1.=LS�gol+resave sfa'o9e of 150yz��./BF�?SQ.gol.+P��9e- pRpPERTY 0�= H"�ti�� of_�`�gal./IOOGn.ftof��da.suPP1Y P�Pe. �ui.ftneededL, �2gol.fmcriAoldl�gd./IOOfnftof��d'a.pipe,GLftneeded.�,.�_gol. - total CopoCify needed�2_9oL�Plus orea for m ) tag�T��n. w l.ca ° _ W P 9 P- CJ��o t''►�.1. la'��4-1• Gv . Uistribution ppe � ��da.,L�IirLtt, ��_�dro. perforot�ons.�l�.�oport - Pump s¢e ��_hp. (PumPobk copocity�Zgol.4qdes/doy) J�s�'o �� H�p►v PwEss �SU5�13wa-t�� 3� o�a.l J i,�+.n- $—P TESTN / �. " Note� When oons�ruc�i bcd - tnis area shouti be shoped Note- Distonce irom �reoUment oreo b neghba�q weps- � Da�gned 9Y= �`� �� . � • to drverl run-ott� trom enter'u�g treotment orea. ' bc�� l�p � ' � , Uo�e-�/��, �. 6t2-497-3566 � .. � - � ` ' "� MVU1vL Vn�1�1�t n►Vnn�riCnl ' . � (For Flows up to 1200 gpd) A. '�OW � E�timated Se�va=e Elows ia GaUoos per day ( Estimated 7 S� gpd ra� ;�cy�i ,yau r,�m �, or measured — x 1.5= — gpd• Z 3ao � iso �, B. SEPTIC TANK LIQUID VOLUMES 4 � �s 2� � 1—�d,.f0 �l-100� �OTLS � 6 90o Sts 33z Tya� : 7 � I050 600 370 p« ; 8 � t200 673 I 408 m C. SOILS (refer to site evaluation) ' `��' 1. Depth to restricting layer= � �� a�= inches — feet � �� r w�r�r w.�ua.�. a�v.�r-� �� 2 Depth of percolation tests= ��. inches °°� �' �'�' 3. Texture L.o�.,n Percolation rate �. y mpi =3�.�' � �� s�w ti i soo nso �aoo 4. Land slope (. % �.A�KY � � •� D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer. A x 0.83 = �SO gpd x 0.83 sq. ft./gpd =�sq. ft. 2 Select width of rock layer(max 10' if<120 mpi max 5') _ /o ft. 3. Length of rock layer=area+width� �s.w •w ,... ...�.... «...�� .X,. '`�+a: , �a z sq. ft. + /0 ft. _�_ft. :r;�°�r��;,��3� o. p.. Width�ft � . a o . , '� <120mpi <10' Length�_ft E. ROCK VOLUME >120mpi <5' 1. Multiply rock area by rock depth to get cubic feet of rock;�a .sq. ft. x 1•0,� ft. =S�.cu. ft. 2. Divide cu. ft.by 27 cu.ft./cu.yd. to get cubic yards; �,�,cu. ft. =27=�cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons;�cu. yd. x 1.4 ton/cu.yd. _�tons. F. ABSORPTTON WIDTH ��s�a�k 1. Percolation rate in top 12 inches of soil is �.0 mpi �� T� �� Texture L�-�`�t Lo x}-,r� cr+Pn �ra« t,ra��am � 5.w m.e o.i c.o�s.ea ��o i.00 o.i oos s�ea i�o i.00 2. Select allowable soil loadin rate from table; o.��s F�s� o.�o :.00 8 6 w IS Saodr L.oam 0.79 1.52 ,4� OTfd/ft2 ' i6pw � o.eo z.00 OC 31 ro 43 Silt L.a�m 030 2.a0 , �6 ro 60 (7ay L,o�m Q45 267 60 ro I20 qay 0.?A 5.0� 3. Calculate adsorption width ratio by dividing rock layer �"°"'�iAie120 � oso s.00 loading nte of 1.20 gpd/ft2 by allowable soil loading rate; 1.20 gpd/ftz+ .�t� gpd/ft2= a-t�7 4. � Multiply adsorption width ratio by rock layer width to get required adsorption width; � �.,�x iv ft = a�. ft C. DOWNSLOPE BERM WIDTH �°�- �°""1� 1. 'If landslope is l�o or more, ..�,.�..,..�,:,,��:3::,�:;..,,�:, _ • ,. subtract rock layer width from adsorption width ,.�.r:�:;�::µ�; ^ ',:a,.-. :�<:.. . '� Rackl� � ',ps`��rK. to obtain minimum downslope berm toe c�►s.na :"s �.,�:: .,�.':�.,,�.�µ`_j� ..: .:::..:.....::.. 6'Topaoil a�. ft-��ft=,�feet a�s��_ 2. Calculate Minimum mound Size a. Determine depth of clean sand fill at U�`"�`� °orv�``"�'��' upslope edge of rock layer. �;�� n�,w�a� Separation 3' - �•� ft= l.� feet b. Add depth of clean sand for separation (2a) � at upslope edge,depth of rock layer(1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; !.�� ft+'lft+ lft = 3,s� feet - � ' - c. Enter table with landslope and upslope berm �u�wca�, : � ratio.Select berm multiplier of 3,a-� ..�� ,.: " �-�'- . . d. Multi 1 berm multi lier b u slo e mound r� 'yU "��::��'�� R°a`e�a ''�°'�t,�"' 'v io�wa�n� �� P Y P Y P P ;.� :<: N, �� wwe� 1��'��. :�_ height to find upslope berm width: :-�� 5 r `- . . a ` ' l .� �s s �:�:,� ... .v 3•13 x 3•S -�_feet � . � � �� fi i�N�,r,�W ��:�,.��:,:,. ,�s� - �_ . �.�,� p ' i e y ♦ �Cf ... "+ �1Y+��('o 1...~tii j�: y �t �'��4 a Jh,(�(' (� �('i dM1 I 4wfi{7�i ; x e. Multiply rock layer width by a �i`�.:� �'� :� „.i'.;�;_, _.��;�:r� ` _ landslope to determine drop in elevation; � ��'� ? �"'; �� J_ ` � ..4 t� i'��n ''q N'(s.' . `f / � A � O/�{ �00-�t_feet �� t. .� T t 3 ;�„N.�'�'.��•' J'1 �o-11. Y { f. Add depth of clean sand for slope '` Y'� '�'"��u`:�`��'. �r 4� difference(2e)at downslope edge,to T��s��v� the mound height at the upslope edge of rock layer(2b)to find the downslope height; ,��,ft+�,_ft=�1.._feet . g. Enter table with landslope and downslope berm ratio. Select berm multiplier of �•a �- h. Multiply berm multiplier by downslope mound height to get downslope berm width: .�� x y•1 =�_feet BERM SLOPE MUL?�Lff1tS i. Compare the values of step G.1_L� and Step G.2h�_ i'°a �� Select the greater of the two values as the +��► �� a downslope berat width; a� feet j. Total mound width is the sum of ' ' s� • • • `• • • '• • 0 3.0 4.0 S.0 6.0 7.0 3.0 4.0 S.0 6.0 7.0 8.0 upslope berm(G.2d) i 3.0� a.i� s.� �s �.ss z.9i s.ss a.�b s.� e.sa �.ai width plus rock layer width(D.2) 2 3.�9 a.ss s.sa 6.82 s.�a �.ss s.�o a.sa s.sa 6.►a e.90 plus downslope berat width(G.2i); s s.�o a.sa s.sa �.�z a.ab �.�s s.r a.3s s.os s.�9 s.as �_ft+ 1 o ft+�,_ft= � feet a 3.ai a.�6 b.zs �.s9 9.n z� s.4s a.l� <.sa s.a� e.o� k. Total mound length is the sum of upslope S 3.53 5.00 6.67 8.3'7 I0.77 2.61 3.33 4.00 4.62 5.19 5.71 berm width(G.2d)plus rock layer length (D.3) -�--- 3•� �s� �.14 9.�s izo� z.s� a.�s� s.ss a.ai a.9s s.ai plus upslope berm width (G.2d); � 3.so s.s6 �.� �o.sa i3.r� z.as 3.0 3.�o a.a� a.�o s.i3 . �_ft+ l.� ft+�_ft= `6' feet 8 3•9s s.as s.ss i i.sa is.9� x.az 3.03 s.s� a.os a.a9 a.as a a -�- V� 'j' �� n� 9 4.1I 6.25 9.09 13.04 18.92 2.36 294 3.43 3.90 4.30 a.65 t0 4.29 6.67 1Q00 13.00 2333 2.31 ?86 3.33 3.73 a.12 a.aa Final Dimensions: �� 4.4E 7.14 Il.11 17.65 30.43 ZZ6 2�E 3.23 3.61 3.93 4,26 12 4.69 7.69 1230 21.43 43.�3 22l 270 3.12 3.49 3.80 4.08 y 3 X �,� ��f�. ,' ,� PUMP SELECTION PROCEDURE A. Determine pump capacitq: Gravitq Distribution 1. Miaimum suggesbed is 20 gpm - 2 Maximum suggested is 45 SPm Perforahon u�GPM Disehu'8e�� Presauri Distibntion H� P�O1aO"d'�`�` feet incha 3.a. Select number of perforated laterals 3 ��s2 1/a b. Select perforation spacing=�_feet �.oa o.s6� o.�a c. Subttact 2 ft.fzom the rock layer length. ob o.o i.o�a ��-2 ft=�fee� • d. Determine the nuatber of spaces between perforations. a Use LO foot singie homa. j,ength p�f.spacing=(�ft+�,it=a c� spaces b Use 20 feec for anyctung eL,e. e. ��,spaces+1 =sZ!_perforations/lateral f. Multiply perforations per lateral b number of laterals to �!�?��,� �get total _ of perforahons. �; x �_�_perforations. S• � X�'��SP� SELECTED PUMP CAPACTTY 3.5� gpm B.Determiae head requiremenb: 1. IIevation difference between pump and point of discharge. _j I_feet 2. If pumping to a pressure distribution system,five feet for pressure �� required at mazufold if gravity stem,zero. � S fcet Tom qp.k+s�t► �°,� 3. Frictiost loss a. Enter friction loss table with gpm and pipe diameter. �,,,,,,,� Read fric�on loss in feet per 100 feet from table(F-14). �`�' F.L= •a o � ft/100 ft of pipe ,� � b. Det�ernnine total pipe length finm pump to dischazge ...................................�I poin� Estimate by adding 25 parent to pipe leagth for fitting loss,or use a fitting loss chart(F-15=�eet). Equivalent pipe length-1.25 times pipe I�gth= �x 1.25=��feet Friction Loss in Plastic Pipe c. Calculate total friction loss by multiplying friction loss in ft/100 R by eqmvalent ipe length. NO�� Total friction loss= a-�x 1 �� +100=�_feet pipe dia. Flow Ra 1 S,• 2„ 3„ 4. Total head required is the sum of elevation difference, �m special head requirements,and total friction loss. 20 2.47 0.73 0.11 !�_+ � +� 25 3.73 1.11 0.16 ' (1) (2) (3c) 3U 5.?3 1.55 0.23 35 6.% 206 '� 0.30 TOTAL HEAD a� feet '� 8.91 264 0.39 45 I1.07 3.28 0.48 50 13.46 3.99 OS8 G Pump selection 6o s bo o.s2 65 6.48 0.95 70 7.44 1.09 1. A pump must be selected to deliver at least �� gpm (Step A)with at least �Q_feet of total heati(Step B). ' �7�P TES TING� I NC. Steven B. Schirmers • MPCA Cert.No. 627 ' ' 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX • (612) 497-5011 State License#394 LOGS OF SOIL BORINGS Barry Haglund 4590 North Arm Drive North site (new lot) Orono, Henn. Co., MN Borings completed on 3-24-98, with a hand bucket auger. BORING NUMBER 1- EIev.100.3 - MOTTLED SOIL AT 16" - standing water present in the boring at 32", 23 hours after the boring was completed. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 16" Brown clay loam 10YR 5/4 16" - 30" Rusty brown clay loam 10YR 5/6 - mottles 6/8 30" - 40" Rusty olive gray loam 10YR 6/4 - mottles 7/1,6/8 40" - 48" Rusty olive gray silty loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 2- EIev.102.2 - MOTTLED SOIL AT 16" -standing water present in the boring at 14", 23 hours after the boring was completed. 0 - 10" Topsoii dark brown loam 10YR 3/2 10" - 16" Brovm clay loam 10YR 5i6 16" - 40" Rusty olive brown clay loam 10YR 5/6 - mottles 7/1,6/8 40" - 48" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 3- EIev.100.8 - MOTTLED SOIL AT 20" -standing water present in the boring at 27", 23 hours after the boring was completed. 0 - 20" Topsoil dark brown loam 10YR 3/2 20" - 28" Dark gray loam 10YR 4/2 28" - 42" Rusty dark gray clay loam 10YR 5/6 - mottles 6/1,6/8 42" - 48" Rusty gray Gay loam 10YR 6/2 - mottles 7/1,6/8 Soii borings cont'd. BORING NUMBER 4- Elev.98.6 - MOTTLED SOIL AT 18" - standing water present in the boring at 32", 23 hours after the boring was completed. 0 - 18" Topsoii dark brown loam 10YR 3!2 18" - 30" Rusty brown day loam 10YR 5/6 - mottles 7/1,6/8 30" - 48" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8 �ORING NUMBER 5- EIev.100.2- MOTTLED SOIL AT 26" - no standing water present in the boring. 0 - 12" Topsoil dark brovm loam 10YR 3/2 12" - 26" Brown clay loam 10YR 514 26" - 32" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 32" - 48" Rusty olive brovm loam 10YR 6/3 - mottles 7/1,6l8 BORING NUMBER 6- EIev.98.0-MOTTLED SOIL AT 18" - standing water present in the boring at 26", 23 hours after the boring was completed. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 18" Brown day loam 10YR 5/4 18" - 38" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 38" - 44" Rusty olive gray clay loam 10YR 6/3 - mottles 711,6/8 44" - 48" Rusty olive gray silty Ioam 10YR 6/2 - mottles 7/1,6/8 2 CEI�TIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,In�on 3-25-9�8 starting at 10:059m- Test hole location Hag und,4590 North Arm Dr.,North site.Orono. Test hole numberl, Date test hole was prepazed��498_ Depth of hole bottom 1�inches. Diameter of hole¢inches. �IL.DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil da�ic brown loam � 10" - 12" Brown clay loam Method of scratctung sidewall is kpif�. Depth of gravel in bottom of hole is 2_iaChe�, Date and hour of initial water filling 3-Z4-98. i1:00am. Depth of initial water filling is 1Z_ip�h�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si on. Maximum water depth above hole bottom during test is�inches. Measuremerrt, Drop in water level, Percolation rate, Time Time interval min indies inches minutes inch Remarks 9:55 refill � 6 10:05 10:20 6 3-5/S 4.1 15 min 10:35 10:50 6 3-3/8 4.4 15 min 10:51 11:06 6 3�/16 4.7 15 min 11:17 11:32 6 3-1/8 4.8 15 min Percolation rate=4,�ninutes per inch �E�tTIFICATION N0.627 ST`ATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing.In�on 3-25-98 starting at 10:06am. Test hole location Hag and,4590 North Arm Drive,,,North site,Orono. Test hole numbers, Date test hole was prep - Depth of hole bottom 1Z.inches. Diameter of hole�inches. $OIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown day loam Method of scratching sidewall is lmifg, Depth of gravel in bottom of hole is�.iitCh�, Date and hour of initial waier filling 3-24-9 i1:00am_ Depth of initial water filling is l�iu�h�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is sutomatic siphon. Maximum water depth above hole bottom during test is,�.inches. Measurement, Drop in water level, Percolation rate, Time Time irrterval min inches inc�es minutes r inch Remartcs 9:55 refill 6 10:06 10:21 6 1-3/8 10.9 15 min 10:34 10:49 6 1-1/4 12 15 min 10:52 11:07 6 1-3116 12.6 15 min 11:16 11:31 6 1-3116 12.6 15 min Percolation rate=1Z.4xninutes per inch GERTIFTCATION N0.627 STATE LICENSE N0.394 PERCOLAT'ION TEST DATA SHEET Percolation test readings made by S-P Testing� nc,on 3-2�,Q$starting at 10:07am. Test hole location H�gl�n 4590 North Arm Dr.�North site.Orono. Test hole number.�, Date test hole was prepared 3-24-98. Depth of hole bottom 12,inches. Diameter of hole�inches. SOIL.DATA FROM 7'F ST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam � Method of scratching sidewall is lmif�. Depth of gravel in bottom of hole is?�in,sh�, Date and hour of initial water filling 3-2498. 1.1:00am. Depth of initial water filling is 12_iu�h�,above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sinhon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time irrterval min inches inches minutes r inch Remarlcs 9:55 refill 6 10:07 10:22 6 5-3/8 2.8 15 min 10:33 10:48 6 5-1/16 3 15 min 10:53 11:08 6 413/16 3.1 15 min 11:15 11:30 6 411/16 3.2 15 min Percolatioa rate=�,laninutes per inch. CERTIFICATION N0.627 STATE•LICENS�N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by. P Tes 'ng�T_�on�25..9g Starting at 10:08sm• Test hole location Hagl�nd.4590 North Arm Dr,No h Qi Orono . Test hole number�, Date test hole was prepared 3_2498• Depth of hole bottom 1Z.inches. Diameter of hole¢inches. �UIL DATA FROM'TE T O . . DEPTH,tNCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam � Method of scratching sidewall is lmif� Depth of gravel in bottom of hole is Z,ja�g, Date and hour of initial water filling 3-24-98, 11:OOam_ Depth of initial water filling is IZ_jp��above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is antomatic si hon. Maximum water depth above hole bottom during test is¢inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes r inch Remarks 9:55 refill 6 10:08 10:23 6 3-11/16 4.1 15 min 10:32 10:47 6 3-3/8 4.4 15 min 10:54 11:09 6 3-3/16 4.7 15 min 11:14 11:29 6 3-1/8 4.8 15 min Percolation rate=4,¢�ninutes per inch C�RTI�ICATION N0.627 STATE I,ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing.Inc. on 3-25-98 starting at 10:09am. Test hole location�gl�nd. 4590 North Arm Dr LNorth 4ite Orono Test hole number� Date test hole was prepared�-2498• Depth of hole bottom�inches. Diameter of hole¢inches. SOIL DATA FROM TE�T HOI,E DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is kui��, Depth of gravel in bottom of hole is 2 inches• Date and hour of initial water filling 3-24-98, 11:OOam. Depth of initial water filling is 1�iII�h.�.above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Perc;olation rate, Time Time interval min inches inches minutes r inch , Remarks 9:55 refi I I 6 10:09 10:24 6 1-13/16 8.3 15 min 10:31 i 0:46 6 1-3/4 8.6 i 15 min � i 10:55 11:10 6 1-3/4 8.6 15 min 11:13 11:28 6 1-3/4 8.6 15 min Percolation rate=$`(�minutes per inch. I � � . CERTIFIEATION N0.627 STATE�.ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by�P Testing,In�on 3-25-98 starting at 10:10am. Test hole location Aag �nd,4590 North Arm Dr.,North site� Orono Test hole number�, Date test hole was prepared 3-24Q$,. Depth of hole bottom 1�,inches. Diameter of hole¢inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoii dark brown loam ' ; : Method of scratching sidewall is lmif� Depth of gravel in bottom of hole is�iu�h�, Date and hour of initial water filling �-24-98,11:OOam_ Depth of initial water filling is 1Z.jnsILP�above the hole bottom. Method used to maintain at least 12 inches of vv�ater depth in hole for at least 4 hours is �utomatic siphon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Perc�lation rate, Time Time interval min inches inches minutes r inch Remarks 9:55 refill 6 10:10 10:25 6 3-1/4 4.6 15 min 10:30 10:45 6 3-1l16 4.9 15 min 10:56 11:11 6 2-7/8 5.2 15 min 11:12 11:27 6 2-11/16 5.6 15 min Percolation rate=�,�minutes per inch. PERFORATED �oaMY sallo CAP � • LATERALS �AYER OF GEOTEXT1lE . ��.!p,.;7:�-� _� FABRIC PERFORATEO IATERAF. � SANOY LOAM SOIL �^ '�� % ;►��' • �'�"j. GRA55 COVER 6 INCHES . , :�'''+ ��" TOPS -.�� . ��.� �' ��f�;'� CLEAN SANO FIIL �. 011 �� •,�••�'; '� •�, MAXIMUM SIOPE—�- .. - • IAYER OF GEOTEXTILE ' t�� ' ►�� s ro i FABRIC OR 4 INCHES OF �•��`��' r�y� � f i� „�� C4 EAN ROCK 4• �qY CpVEa E� gY '• , + �� PtAWEo oR �+ Tv Z'/ �NCHES � s�or � t � ► _ BUILDING PAPER ;�'� , '� i' �� f ueso�� . o�sKeo suaance �. + i . / !s PIPE'��ROM PUMP -`».�.�:r'�'�� `"�� /� ,� CRO55 SECTION A-n =�y... ,, .:;�.- �� . , 3�•-Z,� ', , �• '�%��"`� J� ' �� PUMPING C�H MBER CL�AN F�OCK �`'��. y�•'�� ' � OIVERStON FOR �'.:'� � •%�� ,� � � l� SURFACE WATER , 6' TOPSOIL � /f�• � � W i i � Y . , :' r+ -,t ••' � �` � � r.�.,..•� • , r . �' � � '^-��`'''"'��. , � : i� i� '� ' �r� � —^l '� � �1 � t'9''/ I, � ��'� PERFORATED ; ' ' I� ; ••;, .� � �� t. � X, � , y�' •LATERAlS i � � I • . .. � � �A ' ' i � • .� � N - r -.�.r I .�'�7 'I � � � I �i ��0� '�. - O ', :�,'• .',�,,• , g �IEqN E • •.•.J •i:,�. • C, ; ,�.r- �,,Hs.,r, . � I � � : i ANp F� •S•:` , '�`��' n;,,�'�;;; . ; t ; � : is� � �-��,:. i � � ; � _ ll gR kEIqYER '� . _t3�`�``�':;., eEo naEn. � � j ;, � ,�, : N .:�; : ,:, _ � ; . � z . Up �' � - • ;�,..,�`''•� �-- �; � � ,_ .� •-.:.,:.� . i i � . �A�ye�U� . . ,ti`.,, A I ; � : v� : I c ,— Rfi�j R `qY�R�.�5" — — I ' � ' _ � � oWo : ° , � � Z � } c � _ i ; � o ; � — . LAYOUT OF PERFORATEO PIPE IATERALS F�01� �N�H � ; g�`� ; INCH _ PRESSURE OISTRIBUTION IN MOUNO —, � ; � : ( . . ; � • • �-'— — —�—� PERFORATED PIAST�C PIPE _ OIKE�0 FEET�_p�KE . MAX, ' T07AL Wi�TH ENO �NRCENTER�P�JtFORATId��I � �QRA�ION �AC� — � . .�• • VIEW pRE��NIAY BE /is. /st. 16� �{ � ( PLAN VIEW 2�MANIFOLO ' . ----- -prp pEpFpppTlpp� pF A PERFORATEp LATERAL PIPE - -- - PERFORATIONS ON BOT10M OF � Crau Cwr ~ PLASTIC PIPE ' - 4O ti (,� TpNM +a . •.�.f � '_�•�- p� � •`v�;.. •^ ' .� .'��'�r•'1.e�r d 6ub�I1N isMlc (w far• ��.. b tOFT�P�E i `�p(i�j+� 1 �►'t•.:l�«ryr se�/t,eMl .i��1.o.s..�.w ' P'�rlar lien dpitd FMiirentail� ENO CAP 90� . � ' �M�h � ►Mw � . p1ERp� � i+ ru ��N.cao. ' .t C r,.�•;o-:�+ ��.,,_:.. . �� RFORAtE� 2'PIP� FROM , r.' uws sw�e t.r.r ee��•�!i�•t�wa.s e� � PE PUMPtNG cMA►.tBER . �� \ ��f NGf N •o.�.r,.�s.0 ..___.�...__...-- . . • ' . F-8. . . ' � u i • ` • ' ' �� :.� '1� ' :A •u'i� '. _�� ` ^Y, . , �} �i . . .�+�. � ':� � REow000, cEo oR WATER TIGHT @� IOCKABLE ELECTRIC BOX TREATE� 1'OST�4 x 4 min) ' PlUGS OR EIECTRIC CONNECTIONS---1 /'A�L ELECTRIC COt�VECTiONS MADE INSIDE BOX 2' PVC CONOUIT SCHEDUIE 80 6.SP� �ppp pf ppyyER CORD FOR MANHOIE COVER CHAINEO 8� LOGCEO SETTLEMENT $Ep�Ep MANHOIE RINGS FINAL GRADE � AT LEAST 12� �' �� BELOW GRAOE WIRE FROM POWER SUPPIY PIPE IS 1A10 ON A UNIFORM SLOPE FROM FOR PROPER ORAINBOACK�L TREATMENT MEA ,, �—IF PIPE AT TANK MUST BE LOWER THAN SEALED TANK COYER UNION. 1i0 GET ELEVATION FOR ORAINBACK, P�WITH�ANCNORCHAIN A �/� INCH WEEP HOIE MUST �E USEO AI.ARM FLOAT ON SEPARATE —WEEP HOLE ELECTRiCAL CIRCUIT ' � `NO7ES� EIECTRICAL WIRE FROM POWER SUPPLY �� 9 _ �—r _ MUST NOT RUN OVER ANY-7ANKS BUT . MUST BE IJ�ID BESIOE OTi tER TANKS .�-• � - 3'� . `� . • :. ANO MUST BE PLACED IN,CONOUIT_ AIONG POST _ S.y.UT-QFf�.E,��_ _ — ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT CONTACT. ��0 : Figare F-8 . . METAL COVER . � �., _t., .� �_�.. '�; � y.. _k � �+ _� � '�:,.•.Y i ,i�_„ � � _. I X I i v � l��:Tir�:P•:�. /y�� CONCRETE ,.,+R' MANHO�E i RING I ► � METHOOS OF SECURING MANHOLE COVER TO PREVENT � UNAUTHORIZEO ENTRY � � . � Figurc C•14 . i . „ � ----�--. °. • : N-� y . ,, � �VERTICAL S1DE�ALL SEPTIC T�IK � .�-� j-FINISHEO GRADE -AT LEAST 6"TO 12" SOII. AT LEAST 4" OIA. COVER 4� ��A•� � �+ AT LEAST I" ' � • AT LEAST I" MI I- .,.... � �,.,,�,.... j ..,.... . .. .. ; .}. T- : —.� T� A DIMENSIONS FOR TANKS WITH VERTICAL SIDES A► WI0T1-1. W 24� MINIMUM LENGTH. L 2 TO 3 TIMES THE WIOTH 8 OIAMETER 60� MINIMUM .: ; � DEPTH 0 30' MINIMUM� T8' MAXIMUM C A 0.2 0 � r --•AT LEAST g �� 6" MiNIMUMi_0.2 D MAXIMUM _ 6' � _ 3� c o.4 0 -• •---�-••�� ---AT �EnST 4 FEET-- -� n01 f S: � �, S�►uur+rlEGs�ltfn.tt.wci�EswOw�E�F.n �. ►.waK�EOOVE(�spv��nF.IOCAtEDvhii�N�twa�Es :h i• 11�Ef1E S�W l 114 OHE On ua�E uwa ptFs.2o'tf.�St , f n E►wo KxE tf Mnit MN 6t�t Nd E!Of ll lC SUfY�CE . (fMaFILLON/W)LOf�J�1fOrM1�IN�FEEfOFAILiMI�C 11E00VEN1.L0.4t065EWrtOlOMEVCf11ACGQS.t � W�lli 6. .^,@I`AtNI R7N WEtM�CE OE�WFEN EHOOf KE�Of`f.ANU a �. AN fal'ECl10N tyl'E OF AT�EASf a uN]�ES MA�IEIER NEMIEET POW t ON OMfIE En�tl OE NO1E5311w1 i vK7 ES p1AWw10lESIMIInEtOCr1E00vE11001Ht1EraEi on►a�.a+Enuw+:�+a�a. anau��tocvicta��ccui�u+tor•ur•r�a�c�ra� •. ton�ia�zw+iKcru+nncx��racsa.+cria�+��sa,so rrEiSlv�LLOEl1EaNAi�st�lECCN�InI.wEf1FtME ' ANDOIbFNSWNC4a]30. pl�f F{�p�[►1/!Q!pl SIWI�NIY iCE3.A 11Of10 W91'ECI bf/ � M'E WSi RE IOCMkD�Iw[CN TIK�+IEI A/i►fnlll Ei o�r r�s — • ....�.:..� . .�. . � PENCII. MAft1t$ ..� � • '6�" � 20' fi ' , �, MANH E. � �:��: �, i� '� ' ' ': IM.ET '' SCUM ' �� OUT�ET . �, �' :�;;:;,oi�r�T�i..�i: '=� y .;� r � _.__�•SCUM•CLEAfi SPACE- _�� r 0.EAN OUT TANK wHEN� : K _, —.—__-� _.. _ �••�• _ i �' 7�C IS 3' OR LESS OR – �j� 8 8'IS 12�OR LE55 ;, .__ _. - __ _ — ;. 1 . � �• ti•:: ... • ._: '' �' b' i�.t:., ��. •.' • •. . ' : . . . �!: ;a . !::' ' ,,,: BIACK COIAR ]I' �r '•:'�:�;��;:': .', SLUOGE � i� DISTINGIJISHES SLUOGE ';�t'�:�:;tti . • ':; i IAYEtR_ FROM LIOUIO ••' �•� �. . .•.:.. �r: . � ;,.• .,�•.. MEASURE SCUM AND SLUOGE ACCUMULATIONS i N THE SEPTIC TANK . . • , _ � t � . 1 . � N 89°58` 3a�' E � 280.00 -- .; � �,_�_�,— ,, / / / � / � � � � � � � � 9!� � ' � . / � � / � / / / � I � , / i � �� /�� /-�_/ /�-- �---� l�1—/1 —� � � / /� � � � �.=/ I � /; � / � //� *dr. ( , 9�c � �. � � � � //�� - �,�5 � � 1 � �� \ � //%/ � � � / / � � / �i ^ � \ � ; � � /// / / � / � �/ ; / \ � � � / � /� �� ' � � � 1 � � �� \� # � i � / � j � � � �� ' I �9�6 � ' \ I / � � ; % 1 � � � � � / P� �s l ; 1 I � � �9� ; / � � �e— E � l I � { J` �� , � �' �% ( � I I y sf I��C .. � � I I \ �Q � � ��F \ I 1 \ �y ` � � � � � -�• • , � � ' ��c s � I �. � � 1 � ��e 1 19.6293� FT. i � — .. \ \ � �" 746 : ACRT3• ` I � 1 � — � / _. — \ �a � � \\\. `n� � �ER \,J� � --- � � y le(\ ` � 1 � � `� � � a� � \ \\ � P�RC �i \,, ' i ` , � � I ; � � � � \ � � �� SG { � �►sr�� l�f'r i t ��•.� � / � I =: ` ,> � � � A�. F 4 �� ; � ; / '� : `� � \ 9�Ft i `� , ,;� � � � � _ , -�–�-, � y , , , � � 1y � � � \ �P\ �2 � / y . ^ � i �o \ 98d � \ ` � i • � � � �) � : / \ � � �� \ 1 ��c�,�� y � � � ' / o � �' � � \ � � . �' /� �' - " � � F� \ 1 1 � �� / �� ; '� \ ��- �1 � 1 ' � �f �� : o0 � � \ � / � ,,� ,�°� � \ � 1 � �j / � ; o. � �' � 1 1 � � 1 � I � y ,o� � \ , � 1 � � I i 'l� ' ; ; � ... � ' �,�b � � � � � } , ► , � � EY.r ; �t ; i.• �'�J � \ � � � � � � � l� i � ; i � -�v�, � � � � � . � , . � 9 � ' � -t--1 � -�- ' 1 �; 1 1 � � ��, � � � ; � — L � � � �� _� _� � � , , ��' � , �� 89°58' 30" W � �280.�� 9�-_� �l � \ � �� \ 1 \ �. �9 ; \ � � �� \ � � � - � 9 \\� \� � � � 99 � � � � � �\ ��,_PROP� EC� � � � ;� � � -- � ` DIVIDING INE�� ` ` �o � ` -- � 3\ . B � � \ � � \ �� _� � . _�� _. \ . � ___. .__ ._, - �,_ . .. ...� ... .. :..LL __. .__..v ....... x.._. .._._ �_� � ;,' � � ��1 " C ITY of OIZON� �� .� �� ,, ,, � �,� � Municipal Offices Street Address: Mailing Address: �L�4 ( 4��G 2750 Kelley Parkway P.O. Box 66 xESK� Crystal Ba MN 55323-0066 . Orono, MN 55356 Y� To: The Current Owner of Address �'I 5 ��C� /�4 ��` ��~^ �r' � City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewa�e 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(�-Pump out Needed Yes 11/ No The City recommends the septic tank(s) and/or lift tanl:be serviced and pumped out every three years. City records indicate the tanl:(s) were last pumped out on ��C�`�7� . The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: ,�� ;f� � ,�� :�-- ; Inspect�,�„�',�� ^� '�'� �.�.s�'�.�� -� Date of Inspection � � "� � -"�,�c-k.. �'elephone (9�2) 249-4600 � Fak (.9�'_) 2�9-4616 �°� � O '�'�.._ x O �� CITY of ORONO ,�,:��:. � ,��r��,�'�' �� 15� Municipal Offices ' '�+�'� `�,.;�'";.�� Gti' . ,� J'}�s.��;.t ,� Street Address: Malling Address: �ESH�g 2750 Kelley Parkway P.O, Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 To Current Owner: Address: �� `�� f�0 f� �f�. �f_ W , City Ordinance 199 requires that each existing on-site sewage h�eatment 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. STEM CONFORMITY (1-3): � "CODE SYSTEM" An ISTS which meets alt the location,design and construction standazds of the current Orono Municipal Code. Z "COMPLIANT SYSTEM" M ISTS which does not meet all the location,dosign and construction standards of the current Orono Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or an imminent threat to public health or safety. 3 "NON-COMPLIANT SYST'EM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,eny ISTS which may or may not meet all the location,design,or constrvction standards of the current 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(5-7): S T inspection indicates: 5 Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 yeazs. Tank was last pumped 4t��iS'a� ). Make sure seatic tanks are oumped through manhole and not t6roueh white insuectiou pipes. This allows for the proper cleanin¢. Kee�water softner and iron filter discharge out of septic system. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If tanks have not been pumped out within the last three years,they should be pumped out now, D INFIELD CONDITION 8-10 : �, 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfieid is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. CONIlVIENTS: D6�.��:t.1� ooc�'�,S �k, _ icl� <<�� C��- ��S cc.��,,�. A►DE� `�U cti�o, 'L C � tr�.0�l..(� . � . �S-�s-�� ,��-- �-� Date of Inspection Matt Bolterman - Septic System Inspector Note: In the event thatthis inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this nport does not guarantee or certify that an existing system wiil continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. Telephone(952)249-4600 • Fax(952)Z49-4616 www.ci.orono.mn.us � O� O ';:a O �=��=a�� CITY of ORONO , .�,.,.. -� .� a,� ��—�. s, `,�+� rl� �'- �:;' .�,� Municipal �ces '� �'��`;��► G Street Address: -� �i Mailin�Address: Eg$�¢ 2150 Kelley Parlcway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: �o.�fy �-��U��. Address: ySq� N. Arn�. Dr �-. City Ordinance 199 requires that each e�sting on-site sewage treatment system in Orono be inspected every rivo yeazs. The on-site se�vage treatment system at the above address has been inspected and appeazs to fall into the categories checked below. SYSTEM CONFORI�IITY (1-3): � � "CODE SYST'EM" An ISTS which meets a11 the location,design and coa4ttuction standards of the curreat Orono Municipal Code. 2 "COMPLIANf SYSTEM" An ISTS which does not meet all the locatioq design and construction staadardv ofthe cunent Orono Municipal Coda but does meet the three foot separation nquirement,and which is not failing or an imminent ihreat to public heaith or safety. 3 "NON-CONIPLIANT SYSTEM" A prohibited ISTS;an ISTS Located within a desigtated 100-year flood plain,any ISTS which may or may not meet all the locatioq desigq or construction staadards of the cuaeirt prono�tunicipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturatad soil or sand betwern the distcibution device and the limiting soil characteriscics, T.4NK CONDITION(5-10): �o Tank inspection indicates: � Pumpout not needed at Uus time. � Tank must be pumped out this year (city code requires tanks to be pumped out every 3 yeats. Tank was l�t pumpad U nl��0 w n ), 7 Solids accumulation in�inks is at a critical a criticai level. Tanks should be pumped out at soon as possible. 3 System is dischazging to tht surface. Tanks must be pumped out withiit 48 hours to elimutate surface discharge. 9 Inspection risers missing-tanks could not be uupecced Inspection risers(4"dia pipa)must be installad in each tank at next pumpout If tanks have nut bean pumped out within the last three years,thay should be Qumped out now. 10 Inspaction pipe is located directly over tank ba�le(does not give accurate measurement of solids accumulation). If tanks have not bzen pumped out within tha last three years,they should be pumped out now. DRAINFIELD CONDITION ll l-1�): �1 11 Drainfield is dry,no surfacing evidrnt 12 Some evidencz of surfacing,not critical yet . 13 Drainfiald is saturated and visibly discharging untreated e�lurnt to tha surface. Contact the City Inspector immediately.Repaics must be rnmplatad within 90 days. 1� Drainfiald e.�ctant and condition unknoan. CONIl�IENTS: S�15'S'`^1 \o o�S C� k, Q✓c�.Q ta.��S �� a-1.ey ��J� r« ��. p.�r.ptd w-:�.�,:�. \o.5't- 3 �e�c5 �iS -`b -o� �Mn� ( . Date of Inspection Septie System Inspector ' Note: In tha event that this inspection report is used to satisfy the requireme�s for a moRgage or otha�ansfa of property,be advised that this repoR does not guarantae or certify that an ensting systrm will continue to function properly,but is maely an opinion of the adequary of the systrm uader cutrrnt conditions based on the availabla informatioa CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal eay, MN 55323-0066 � � ON–SITE SEWA(�E TREATl�1�1T r�`,, � INSPECTION REPORT �' G~ �9kESH04'� owner: U�A�� !7� Addres s: �J�9a Ne�.-ff� I�t l.�R.. h� CSs36�-f, Permit #�'s: Dates: J'��— LJ^ Contractors: �'• �/ • �6TEitS071 (A� City ordinance nuni�er 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 inspected and appears to fall into the category checked below. (This is�Q an existing system [ ] neu 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 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. 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 [ l has not been identified at this time. If the limiting soil characteristic has not been ident' i , this classification may be subject to revision.) TANK CONDITION CS-10): 'nspection inciicates: umpout not needed at this time. 6 Solids accumulation in tanks indicates they should be puniped out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical level. Tanks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be p�xnped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe> must be installed in each tank at next punpout. lf tanks have not been pumped out withtn the last three years, they should be punped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been punped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): ( D ield inspection indicates: Drainfield is dry, no surfacing evident. Same evidence of surfacing, not critical yet. 13 Drainfield is saturated end visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE fACTORS (slope,setbacks,etc.): � POTENTIAL FOR SYSTEM FAILURE (decends on soils.water table,etc.): ld W COMMENTS: Date of Inspection Septi 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 properlyi but is merely an opinion of the adequacy of the system under current conditions based on the available informet�on. This report must be kept on the premises with the system locstion and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner � o� o �s:� o � ��-, �, CITY of ORONO � �, �� ^ °.� ��.: ,�ti M��,� ot�� o�ti �' �,� `;�� ' . � G Street Address: Mailing Address: `�C�g04'� 2750 Kelley Pa�kway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: Address: 4590 North Arm Dr. W. Permit #'s: 6980 Dates: 5/17/95 Contractors: E. J. Peterson Co. (This is � ] an existing system [ ] new construction) . tSTEM COMPLIANCE (1-3) : 1 1 Code System: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant System: Does not meet all current City standards for new construction, but in _ most respects appears to be designed, located, and constructed in accordance with previous codes and is functioning properly. 3 Non-Compliant System: System may or may not meet current City standards for design, construction, or location, but is failing to properly treat and dispose of the current • input; and any system with less than three feet of vertical separation between the bottom of the drainfield and the saturated soil level. (The saturated soil level [�] has or [ ] has not been identifiad at this time. If tha saturated soil level has not been identiffed, this classificatioa is subject to revision.) K CONDITION (5-9) : 5 5 Pumpout not needed at this time. Solids accumulation in tanks indicates they should be pumped out this year. 7 System is discharging to the surface. Tanks must be pumped out within 48 hours. 8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out within three years, they should be pumped out and risers installed now. 9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks have not been pumped out within three years, they should be pumped out now. (During the lsst septic tank Mainteaanca Pumpout the tanks [ ware or [ ] were not coafirmed to be watertiQht by the licensed pumpfng contractor. I£ he taaks mere not coafirmed to be watertight, this classification is subject to revision.) INFIELD CONDITION (11-14) : il 1 Drainfield is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. Repair is not required at this time. . 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc.) : low COMMENTS: �� Date of Inspection ptic Sys em 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 SEWA(;E TRFA'1'1�NT INSPECTION REPORT ti ti ��9k o4�G EsH. Owner:� Address: TL� l0 ./l/� CJI� V�� Permit #�'s:��.�Dates:__�� Contractors: �i�J 1 T`PTi�1��1r > 1 �. 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 sy tem 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 sewege input without discharging any pollutants into gro�x�d or surface Waters. 3 "NON-CONFORMlNG SYSTEM"-A prohibited system; a system located within a designated 700-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 so�l characteristics. (The limitin� soil characteristic �has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be s�ject to revision.> TANK CONDITION (5-10): � inspection indicates: Pumpout not needed at this time. Solids accumulation in tanks indicates they should be punped out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical level. Tanks should be punpcd 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. Inspection risers (4�� dia. pipe) must be instatted in each tank at next punpout. If tanks have not been pumped out within the last three years, they should be punped out now. 10 Inspection pipe is located directly over tank beffle (does not give accurate measurement of solids accunulation>. If tanks have not been pu� out within the last three years, they should be punped out now. DRAINFIELD CONDITION (11-14): Dr�i field inspection indicates: 17Y Drainfield is dry, no surfacing evident. T2 Same evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediatety. Repairs must be completed within 90 days. 14 Drainfield extent end condition unknown. LIMITING SITE FACTORS (slooe.setbacks,etc.): POTENTIAL POR SYSTEM FAILURE Cdeoends on soils.water table.etc.): COMMENTS: ate of Inspection ep i 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 thet an existing system will continue to fimction property� but is merely an opim on of the adequacy of the system under current conditions based on the available informet�on. This report must be kept on the premises with the system locetion and punping records. WHITE COPY/Inspectors Flle YELLOW COPY/Homeowner CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(�E TREATNIENT „� �, INSPECTION REPORT ti ��9kESH��G Owner: / 1JYYil��/�� Address: T� /l9 /� �►'�1� �. In/ Permit #'s: � Dates: ��D_S Contractors: . J�7� �l�YL�11� City ordinance number 100 requires that each on-site sewage treatment .system in Orono be inspected on a regular basis. The on-site seuage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is y7• 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, 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 STSTEM"-A prohibited system; a system located within a designated 700-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 t of un turated soil or sand �/ I']PtWPP�-tbP distribution device and the limiting soil characteristics �� x � J � �`� (The limiting soil characteristic �has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identi ied, this ctassification may be subject to revision.) TANK CONDITION C5-10): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be punped 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 pun�ed out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed tn each tank at next punipout. lf tanks have not been pumped out within the last three years, they should be pumped out now. 10 lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been ourtioed out within the last three years, they should�_P� �� -- DRAINFIELD CONOITION (11-14): D�field inspection indicates: 1 Drainfield is dry, no surfacing evident. Sane evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector irtmediately. Repairs must be co�leted within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): C TS: " ,� � _ �l . _ S ,�,,,�by Date of Inspection Sep c System nspector � y�,�-� Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or oth�eri�nsfe,,r o� property, be advised that this report does not guarantee or certify that an existing system will continue to function properlyi 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 uith the system locAtion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER �� '� ADDRESS T,� T�� /UI �//I'11 +►/Y, f�V� PERMIT NO.'S. �� DATES g u� CONTRACTORS � � City Ordina�ce No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regu�ar basis.The onsite sewage treatment system at the above address has been inspected and appears to fali into tNe category checked below. (This is �an exiating system ❑ new conatruction) � � Meets or exceeds current City standards in all respects relating to deaign,construction,a�d location.Appears to be operating properly. � 2 Does not meet all current City standards for new conatruction (1978 Code) but i� most respects appears to be designed, loceted, and constructed generally in accordance with previous codea.System appears to be functioning properly;no major upgrading of the system is required at this time. � 3 Does�ot meet current City standerds in many respects relating to design,construction,or location.Appears to be operating adequately at this time,but has a relatively high potentisl for future problems. No major upgrading of system is required at this time. � 4 System may or may not meet current City sta�dards tor 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.Plesse 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 started. SYSTEM CONDITION ( m Checked items may require your action) Tank inspection indicates: ❑ Inapection pipe is loceted directly over tank baffle.(Does not O Pumpout not needed at this time, give accurate m�surement of solids accumutation.) If tanks ❑ Solids accumulation in tanks 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, ahould be pumped out now. O Solida accumulatio� in tenks is at a criticsl level. Tanks Drainfield inspection indicates: 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 critica�yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreeted �� Inspection risers miuing—tanks could not be inspected. effluent to the surface. This condition may require replace- Inspection risero (4"dia. pipel must be instatled 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 muat 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 ❑Poor ❑ Lake,wetland,or stream ❑ High � Inadequate ❑ Drainage ❑System is causing visible surface disch ge. � 1 �� COMMENTS: � �j�TTC` CQI1 �1� I J,S�►� CQ/ � I�O]� � Y�� .. q�'�-`�1 Date of�nspection 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 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 conditio�s 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 LOCATION INSPECTION RECORD PUMPOUT RECORD SKETCH / DATE COMP�IANGE DATE GALLONS / ,�/ �_ ��/ ...� -�' �` �.'�i S�'�Gi=-4��/l.�C, iLC`i�� /� n^ � / ("t,.•:"-'C'k r�7C.��5 1.��`��i� IJC'%=C Ij�i' / '��/ ] !✓"�� / Il.l / i��c rj Lrt'Y'� / �£=� - .3C'� / `/'� ,r?-e�.4FFcrs _�> C3i.�if� � , ,.,�Y.r't� iJ'.A'f �"�i r y-��s-�E� o Su F��rc- N�i E� � �� /' �')�f � � / �5 �j�l 9D !?Q SI.`Ir'fztC�YK) 'R�i T 1✓�T Q �? ✓ �J / � / sro�' n� svr�,�� .4 , . , . � �„�---r.. ,�� , _ ��- ��,3 r.- _� , ��f]�G�/T�+rl�3/-n�) �� ;:��` , 0 �w :l� Inciude: 1) Wel{location 2) Distance from house to septic tanks,dist.box, and drainfield C— CONFORMIfVG S—SUBSTANDARD N — NONCONFORMING 3) North arrow and road CITY OF ORONO Date ADDRESS � Connected to CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer Address `y�-5(�� /-'-i'�'� [�G. �� Property I.D.�c-��-2� aH vC��lO L WELL i ATA ,�Standard trench I ❑ Mound rn System type O Other Legal Description '��.?i�(o— ��/� `� 0 � r Permit No. �3L ,��c.,,� Date of permit �is-4�- L'y 3 Installer JvHN Sc.�c-�w��'_ � O No. Bedrooms Garbage ._- " m ( Buildingtype r�E-� ;��L� orGPD :' -��3 f3��Laundry�Di asher Disposal � � - ( E `o � SEPTIC TANKS: Material Capar.ity}�I 2) ° �� c 'o a�' ( � d Proper outlet and inlet C�'�_Baffles '� �� L qui�d th to RO level � � • Height of tank bottom above water table i a o nearest building 1�� v N � � �, O DRAINFIELD: Total fength of lines � ' � N of lines �c�= � Trench width � � ��. N Y Total treatment area (sq.ft.) � Heigh drainfield above water table > � � ` .� . . v, . � � � J Type of filter material � oil type ca, � ^• U a� , �� E \�, � ,� ? Distance from nearest bidg. Tite size -� Perc rate min/in ° Q � •c o � - tr �� Depth of fill over drainfield ' �� Depth of rock over tile �� under tile ��, � a " i� E c — Z p a U 3