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Home My WebLink Aboutseptic info � o� o � o �`-��=� � ITY of ORONO a '��l� � �' r�' ``�ti r� ' �!5► Municipal Offices � � - G � Street Addr s: Mailina Addross: � � '�'Egg � 2150 Kell Parkway P.O. Box 66 Orono, M 55356 Crystal Bay, MN 55323-0066 Owner: .D�� ,�� Address: 2140 Shavlia Dr. Permit #'s: 2000 Dates: 11/1/68 Contractor : Sullivan (This is [x] an existing system [ ] new constr ction) . SYSTEM COMPLIANCE (1-3) : 3 1 Code System: eets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be o erating properly. 2 Compliant Syst m: Does not meet all curren City standards for new construction, but in most respects�ppears to be designed, locate , and constructed in accordance with previous /�� codes and is f}�nctioning properly. (3% Non-Compliant .System: System may or may ot meet current City standards for design, � construction, ;or location, but is failing o properly treat and dispose of the current input; and any' system with less than three eet of vertical separation between the bottom of the drainfi�ld and the saturated soil lev 1. (The saturatad soil level [�] has or [ ] ha not beea ideatified at this tima. If the saturated soil level has not been identified, thi classification is subject to revision.) �NK CONDITION (5-9 : 5 �� Pumpout not ne ded at this time. 6 Solids accumul tion in tanks indicates they hould be pumped out this year. 7 System is disc�arging to the surface. Tanks must be pumped out within 48 hours. 8 Inspection ris�ers missing-tanks could not be inspected. If tanks have not been pumped out within three y�ears, they should be pumped ou and risers installed now. 9 Inspection pip is located over tank baffle- an not measure solids accumulation. If tanks have not been �umped out within three years, they should be pumped out now. (During the last se tic tank Maintenanca Pu�pout he tanks [ ] ware or [�J mere not confirmed to be watertiffht b�► the licensed pumping coatra tor. If the tanks were not confirmad to be watertight, this cl�ssification is subject to rev sion.) 1�INFIELD CONDITIO�I (11-14) : 11� Drainfield is �dry, no surfacing evident. 12 Some evidence lof surfacing, not critical yet Repair is not required at this time. 13 Drainfield is� saturated and visibly disc arging untreated effluent to the surface. Contact the Ciity Inspector immediately. Rep ir must be completed within 90 days. 14 Drainfield ext�ent and condition unknown. POTENTIAL FOR SYSTE FAILURE: (s stem a e and con ition, soils,. etc.) : medium � COMMENTS: In order to confirm that your septic ystem meets Minnesota standards, soil borings were performed to verify a 3 foot separation b tween the drainfield and the seasonal water table. The separation is 0 feet and the system i non-compliant. Repair or replacement of the septic system is required by 12/31/2001. / '!;�� . D t af Inspection Se ic System Inspector Note: In the eve�t that this inspection repor is used to satisfy the requirements for a transfer of propertty, this report does not guar tee that an existing system will continue to function properly, �ut indicates the operation of the system under current conditions. Tetephone (612) 473-735� � FAX 473-0510 I � I �O CITY OF ORO O O O Municipal Offic Post Office Box Crystal Bay, MN 55323 0066 � � ON—SITE SEWA(�E TREATI�NT INSPECTION REPORT ti H �'�'�k � �,G ESH. ,/� � Owner• Address• Y Permit #�'s: Dates: � ontractora: .�1��1�\ City ordinance number 10 requires that each on-site sewage tr tment system in Orono be inspected on a regular besis. The on-site sewage trea ment system at the above address has been inspected and appears to fall into the category checked below. (This is �L. n existing system [ ] new constructi ) STSTEM CONFINtMITY (1-3): 1 "CODE SYSTEM"-A ystem which meets all the location, de gn, and construction standards of the current City Codes, and wh ch is operating satisfactorily by trea ing and disposing of the entire current sewage input without disch rging any pollutants into ground or su face waters. 2 "CONFORMING SYST M��-A system which does not meet all e location, design, and construction standards of the current City es, but was installed according to t e code in etfect at the time of installation, and which is operating tisfactorily by treating and disposin of the entire current sewage input without discharging � any pollutant into ground or surface waters. "NON-CONPORMING STEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which y or may not meet all the location, esign, and construction standards of the current City Codes and whi h is faiting for any reason; and an stem w' less than 3 feet of tmsa u ted soil or and ' ' device and the limiting soi c arac eris ics. w 3 e��r � �j (7he limitin� soil charecteristic �has or [ 7 has rwt been identified a this ti If the limiting soil '7\, characterist� ihas not been identi ied, this classifi ation may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates 5 Pumpout not needed a this time. 6 Solids accunulation n tanks indicates they should be out this year to help prevent future problems. 7 Solids accumulation n tenks is at a critical level. an s should be punped out as soa� as possible. System is dischargin to the surface. Tanks must be punped out within 48 hours to eliminete surface dischar�e. 9 Inspection risers mi sing-tanks could not be inspected. on risers 4" dia. i ) must be installed �n each tank at next t. If tanks have not been out wi e as , 0 10 inspection pipe is ocated directly over tank batfle (does not give accurate measurement of solids accunulation). If tanks have ot been punped out within the last thr e years, they should be punped out now. DRAINFIELD CONDITION 11-1 : Dpa�field inspection indi ates: (LY Drainfield is dry, n surfacing evident. 'f2 Some evidence of sur ecing, not critical yet. 13 Drainfield is satur ted and visibly discharging untreated effluent to the surface. Contact the City lnspector immediately. epeirs must be completed within 90 day 14 Drainfield extent a ;condition unknown. LIMITING SITE FACTORS slo setbecks etc. : POTENTIAL FOR SYSTEM FAILU nds on soils water table etc. : CO NTS: � -f- � O � • Date o inspection Sept ystem Inspector Note: In the event that t is inspection report is used to satisf the requirements for a mortgage or other transfer of property, be advised thet his report does not guarantee or cert fy that an existing system will continue to f�ction properlyi but is merely a opinion of the adequacy of the sys em urxkr current conditions based on the available informetion. This repo t must be kept on the premises with the system location and pu�ing records. W E COPYlinspectors Flle YELLOW COPY/Homeowner � �01 CITY OF OR NO O O Municipal Offic Post Office Box 66 Crystal Bay, MN 5532 -0066 � � ON—SITE SEWA(�E TREATI�NT „�► �, INSPECTION REPORT ti ��9kEsi� �G Owner: Address• • Permit #'s: Dates: "�— g Contractors: .Sul�l�dY� City ordinance number 10 requires that each on-site sewage tr atment system in Orono be inspected on a regular basis. The on-site sewage trea ment system at the above address ha been inspected and appears to fall into the category checked below. (This is � n existing system [ ] new constructi > SYSTEM CONFORMITT (1-3): 1 "CODE STSTEM"-A ystem which meets all the location, de ign, and construction standards of the current City Codes, and wh ch is operating satisfactorily by trea ing and disposing of the entire current sewage input � without disch rging any pollutants into ground or su face waters. "CONFORMING SYST M��-A system which does not meet all he location, design, and construction standards of the current City odes, but was installed according to e code in effect at the time of installation, and which is operating atisfactorily by treating and disposi of the entire current sewage input without discharging any pollutant into ground or surface waters. 3 "NON-CONFORMING YSTEM"-A prohibited system; a syst located within a designated 100-year floodptain; any system which y or may not meet all the location, design, and construction standards of the current City Codes and whi h is failing for any reason; and any ystem with less than 3 feet of unsaturated soil or sand between the d stribution device and the limiting soi characteristics. �The limiting soil characteristic [ ] has or ,�} has not been identified at this time. If the limiting soil characteristi has not been identified, this classif cation may be subject to revision.) TANK CONDITION (5-10): T�a�c inspection indicates (y Pumpout not needed k this time. 6 Solids accunulation 9n tanks indicates they should be out this year to help prevent future Problems. 7 Solids accumulation in tanks is at a critical level. an should be punped out as soon as possible. 8 System is dischargi_ to the surface. Tanks must be out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. I pection risers (4" dia. pipe) must be instelled in each tank at next ut. If tanks have not been out within the last three years, they should be punped out now. 10 Inspection pipe is ocated directly over tank baffle (doe not give accurate measurement of solids accunulation). If tanks have ot been punped out within the last thr e years, they should be punped out now. DRAINFIELD CONDITION 11- D�e�nfield inspection indi ates: CN Drainfield is dry, n surfacing evident. 12 Some evidence of sur acing, not critical yet. 13 Drainfield is satur ted and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. epairs must be completed uithin 90 day . 14 Drainfield extent a condition unknown. LIMITING SITE FACTORS slo setbacks etc. : POTENTIAL FOR SYSTEM FAILU E de nds on soils water table etc. : ��/�,�.� COMMENTS: Date of Inspection eptic System Inspector Note: In the event that t is inspection report is used to satisf the requirements for a mortgage or other transfer of property, be advised that his report does not guarantee or cer ify that an existing system will continue to function properlyi but is merely opim on of the adequacy of the sy tem under current conditions based on the available information. This repo t must be kept on the premises with th system locstion and pu�ing records. W ITE COPY/Inspectors File YELLOW COPY/Homeowner � � On the North Shore of ! Lake�Ninnetonka ON-SITE SEWAGE REATMENT INSPECTION EPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER � A DRESS �� ✓�,n � PERMIT NO.'S. DATES CONTRACTORS ��'1 City Ordinance No. 0 requires that each on-site sewage treatment ystem in Orono be inspected on a regular basis.The onsite sewage treatment system at the abo address has been inspected and appears to fall"nto the category checked below. (This is an existing system ❑ new construction) � � Meets or e ds current City standards in aii respects rel ing to design,construction,and location.Appears to be opereting properly. �2 Does not et all current City standards for new constr ction (1978 Code) but in most respects appears to be designed, located, an constructed generally in accordance with pr ous codes.System appears to be functioning properly;no major upgrading o the system is required at this time. � 3 Does not m et current City standards in many respects rel ting to design,construction,or location.Appears to be operating adequately this time, but has a relatively high potential or future problems. No major upgrading of system is required at this time. � 4 System may or may not meet current City standards for d sign,construction or location, but is failing to properly treat and dispose of t current input,and is endangering a water su ply,or is a source of pollution to surface or groundwaters,or is creating a ety hazard,or is otherwise creating a puWic n isance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replaceme�t is ne ,soil testing will usually be required,and a design and site plan must be su itted for review.Your contractor must obtain permit before work is started. SYSTEM CONDITION ( m hecked items may require your action) Tank'nspection indicetes: Inspection pipe is located directly over tank baffle.(Dces not �Pumpout not needed a this time. give aocurate measurement of solids accumulation.) 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. should be pumped out now. O Solids accumulatio� i tanks is at a critical level. Tanks Drai field inspection indicates: should be pumped out soon as possible. Drainfield is dry,no surfaci�g evident. ❑ System is discharging o surface. Tanks must be pumped Some eYide�ce of surfacing,not critical yet. within 48 hours to elim hate surface discharge. Drainfisld is saturated and visibly discharging untreated ❑ Inspection risers missi g—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risera (4"di , pipel must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If ta ks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,the should be pumped out now. Drainfield exte�t and condition unknown. SITE CHARACTERISTICSS Limiting Site Factors Potential for System F ilure Site Capabilities for ❑ Slope (dePends on soil types, ater Future Expansion O Soil table,and system cond ion) ❑Adequate ❑ High water table �,low Fair ❑ Lot size ❑Medium �Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causin visible sufface diseharge COMMENTS: I �ate of Inspection epxic System Inspector Note: In the event that this ins ction report is used to satisfy the requiremen for a mortgage or other transfer of property,be advised that this report does not guarantee certify that an existing system will continue functiOn properly,but is merely an opinion of the adequacy of the system under current con itio�s based on the available information. . Thi report must be kept o�the premises with syste location and pumping records. WHI COPY/Inspector's File- GOLD COPY/Homeowner � 4 Orz the North Shore o f Lakc Mi�anetorzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER ADDRESS �-�'¢� ��1eUllrl Dh�✓e- PERMIT NO.'S. �L,�G DATES �� CONTRACTORS S�,c Ili vr,(.r7 City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is ❑ an existing systern ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating /` properly. � Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes.System appears to be functioning properly; no major upgrading of the system is required at this time. ❑ 3 Does not meet current City standards in many respects relating to design,construction, or location.Appears to be operating adequately at this time, but has a relatively high 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 properiy 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 procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must be submitted tor review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may require your action) Tank inspection indicates: �Inspection pipe is located directly over tank baffle. (Does not ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) 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. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Dra�inf}"�Id inspection indicates: should be pumped out as soon as possible. �rainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace- Inspection risers (4" dia. pipe) must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water 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 discharge. COMMENTS: I * .�,�u ��y�.-�� ;�. ; , ��- � ` ate o Inspection �eptic System ns ector ,i 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 wili 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 '— ��P�i.�tf.��i.r 12�Po 2-�� -c G-,i�1�. �s T -� � � On the North Shore o f Lake Miyanetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �JR� �o/fn! .J1�-G�/{�� ADDRESS o��yC� S�fEIIL/N ��/N� PERMIT NO.'S. �� DATES �� ` r Cc� CONTRACTORS S'c�C L/ 4'/�N City Ordinance No, 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage treatment system at the above a dress has been inspected and appears to fall into the category checked below. IThis is an existing system ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating � properly. 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes.System appears to be functioning properly; no major upgrading of the system is required at this time. � 3 Does not meet current City standards in many respects relating to design, construction, or location.Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrsding 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 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 ( � Checked items may require your action) Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle. (Does not �� Pumpout not needed at this time. give accurate measurement of solids accumulation.) 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. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon 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. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risers (4" dia. pipe) must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. ;HARACTERISTICS: g Site Factors Potential for System Failure Site Capabilities for 'lope (depends on soil types,water Future Expansion �il table,and system condition) ❑ Adequate gh water table ❑ Low ❑ Fair t size ---�] Medium --�fl Poor :e,wetland,or stream ❑ High ❑ Inadequate �nage ❑ System is causing visible surface discharge. i: � � `� � ,,� ate of�nspection 9 ptic System Inspector / �i it that�this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that ot guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy �r 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 � � Ii � .SEPTIC .SY.STEM INVENTORY . Address: 2140 Shevlin Dr. PID: 03-117-23 34 0021 �---- Building Type: residence #BRs/GPD 4 Systems/unit 1/1 Permit#: 2000 Date of Permit: 11/1/68 Installer: Sullivan System Type: standard trench Appliances: lndry,dshw,dspl SYSTEM CONDITION Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: concrete block Capacity: 1000, 500 Setback to Bldg: 60 DRAINFIELD Length of Lines 300 #Lines: 4 Trench Width: 2 Treatment Area: 600 Type of Filter: rock Tile Size: Under Tile Perc Rate: Setback DF-Bldg: 70 DF Ht above Wt: 0 Soil Type: loam,clay loam Limita.tions: water table WELL DATA Setbacks - Well-Tanks: 100 Well-DF: 110 Report in File: n Pump Type: subm. Depth: 138 Diameter: 4 Method: drilled INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 7/11/78 no surfacing s 7/7/78 1700 5/15/84 no surfacing 2 11/2/80 2000 7/24/86 no surfacing 2 11/12/81 1000 7/29/88 no surfacing 2 11/11/82 1000 6/29/90 no surfacing 2 5/16/84 1500 6/18/92 no sur�acing 2 5/2/85 1500 10/11/94 non-conforming-repair 12/31/96 3 5/1/87 1500 11/7/97 non-compliant-repair 12/31/2001 3 5/2/89 1500 �a,��ecr�� --cl 5/8/90 1200 ; 5/6/91 1500 5/5/92 1500 5/18/93 1500 • 5/17/94 1500 5/3/95 1500 8/29/95 1500 5/21/96 1000 � 9/3/96 1000 ,r 5/15/97 1500 ; . � r �- l- �'t � � � �l� �ieL�li�� ,�� ., , j,J�l � �frb �� — -- � Z,-� - - ��'o �'C� I � � r . , �`� �� -- - 7 � fiq o � I �- 1�� i , � � � � � ;