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HomeMy WebLinkAboutseptic info SEPTIC SYSTEM INVENTORY Address: 25 Orono Orchard Rd. N. PID: 35-118-23 33 0004 Building Type residence BRs Install'd for: 3 In Musa: No Permit#: 5017 Date of Permit: 11/21/77 Installer: Steve Schmit System Type: standard trench Experimental: no Tank Filter: SYSTEM CONDITION Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot: medium SEPTIC TANKS Material: precast concrete Capacity: 1000, 1000 Setback to Bldg: 20 Cesspool: no DRAINFIELD Length of Lines: 340 # Lines: 4 Trench Width: 3 Treatment Area: 1050 Type of Filter: rock Soil Boring: yes Tile Size: 4 Under Tile: Perc Rate: 25 Setback DF-Bldg: 50 DF Ht above Wt: 0 Soil Type: sandy loam, sandy clay Limitations: water table WELL DATA Setbacks - Well-Tanks: 75 Well-DF: 100 Report in File Pump Type: Depth: Diameter: Method: INSPECTION RECORD PUMPOUT RECORD DATE DESCRIPTION COMPLIANCE DATE GALLONS 11/23/77 installation 1 8/8/86 1500 7/27/81 no surfacing 1 5/19/98 2000 7/31/86 no surfacing 1 11/13/02 2000 7/15/88 no surfacing 1 10/26/90 no surfacing-pump tanks 1 4/10/94 no surfacing-pump tanks 1 7/24/98 non-compliant-repair by 12/31/2008 3 6/27/00 non-compliant, repair by 12/31/2010 3 9/27/02 non-compliant,replace by 12/31/2010 non-compliant Qro GreAr\ct\rdRekut N -4o-oei" Q Ti14 qb3'6 Acs Ta /►TH Vg S3`D sa'D 40 '-'-- (t0 . 0.\\ �'I CITY of ORONO t';' ,,..,. . .,,.r1 ' ' .•r"'T`' 4ti�/ Municipal Offices '°' G ' Street Address: Mailing Address: `9kEs8 ` 2750 Kelley Parkway P.O. Box 66 ----: Orono, MN 55356 Crystal Bay, MN 55323.0066 To: The Current Owner of Address c2 S 0( AJC) 0 ICS A id A City Ordinance requires that onsite sewage treatment systems in Orono be inspected Ion a periodic basis. The onsite sewage treatment system at the above address his 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 901days. Failure to do so will result in referral to the City Attorney for legal action. System I4entified as Non-Compliant Yes No If yes, sy$tem must be brought into compliance by: Decen;<ber 31, 2007 . December 31,2010 Other Septic'Ink(s) Pump out Needed Yes j . No The City recommends the septic tank(s) and/or lift tank be serviced and pumped out every three years. City records indicate the tank(s) were last pumped out on —jam - 4 . The tank(s) should be cleaned through the manhole and not throu h the inspection pipes, this allows for proper cleaning. Commen s: InsilaiLe 8.eZtliDate of Inspection l oL -U (., Telephone (952) 249-4600 0 Fax (952) 249-4616 wv,u.ci.orono.mn.us (-----10),„, 9 9:4?".,, 4,...., CITY of ORONO 's► ;i,:ty : 11/41_ t,) ,y Municipal Offices "•Z '`v-.11)�-�� r4 - Street Address: Mailing Address: 41/C�r.�,tr g E$1IO 2750 Kelley Parkway P.O. Bax 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 • 95d-449-4600 To Current Owner: Address: a� S Ororrp Orckc rd 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 fall into the categories checked below. SYSTEM CONFORMITY (1-31: 3 - 1 "CODE SYSTEM"An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal Code but de'es 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. 3O "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and any ISIS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITON5:1.2.1: Tank inspection indicates: • Pumpout not needed at this time. 6 Septictank must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was 1 t pumped t1-13—O 1 ). Make sure septic tanks are pumped through manhole and not through white inspection pines. This allows for the proper cleaning. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. INFIELD ONDITION(8-SQ): (n Drainfiel' is dry,no surfacing evident. 9 Some evi ence of surfacing,not critical yet. 10 Drainfiel' is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immedia ely.Repairs must be completed within 90 days. COiMMENTS: pv.•--c,(,-=e\ 151 Sr\oc.-(e)rliV“,C\ e ',.Uses. LL (C?ke C) b y \-1.__.-s, — C ko . QL}-s f' S -(-r'o,. ce,iS C.c•• f. (i o c. Std )- _ i-' -3 c vJ Qc t. r\4'5- Ctr '.Z c cc� 1 NI 1 ' 'or--1_�( ' ii cv. G.)INT7C Mk----2.A-4---___ Dat of Inspection Matt Bolterman- Septic System Inspector Note: in the event th t 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 axis ing system will continue to function properly,but is merely an opinion ofthe adequacy ofthe system under current conditions based on the available information. ik,0 o ! o CITY of ORONO ,::,_,,, ,,,, r� v ` 4f Municipal Offices �• *f� G ,� ,;1\3 + Street Address: Mailing Address: 941, p4 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 July 5, 2000 Keith Spencer 25 Orono Orchard Road North Long Lake, Mn 55356 Dear Mr. Spencer: An inspection of your septic system was conducted on June 27, 2000. A summary of the inspection is below. Septic Tank Condition 1. Pumpout not needed at this time. The septic sys em is non-compliant due to a lack of a three foot separation distance between the bottom of the drainfi d to the seasonally high watertable. The three foot requirement is a State Code,not a City Code. A soil boring was conducted to determine the depth of the seasonally watertable. The septic system must e replaced by December 31,2010. Enclosed is list of state licensed septic contractors who work in Orono on a regular basis. Also enclosed is a act sheet explaining how a septic system functions properly. Finally, an as-built drawing is enclosed th t shows the approximate location of the septic system. If you have y questions regarding this report, please contact me at the City Offices at 249-4600. Re ectfull 4 C s Pence On-Site Syst:ms Manager Enclosures In the event th s inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that t 1 is report does no guarantee or certify the existing system will continue to function properly,but is merely an opi 1 ion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with the system location and pumping records. Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us I . 5- Oho accikardmiu, N 1 4_1/X\\ 1/4 T/'1 4 ;Lib a3'6 A 1 Ta /'114 'g May 18, 2000 STATE LICENSD SEPTIC CONTRACTORS WORKING IN THE CITY OF ORONO Clover Hill Com any, Inc. Ingleside Engineering P.O. Box 354 4920 Highway 55 Loretto, MN 553 7 Loretto, MN 55357 723-7155 479-1869 Dasen Contracting Co, Inc. Kothrade Sewer & Water P.O. Box 169 12059 Whitetail Lane New Market, M 55054 Hanover, MN 55341 461-2100 498-8702 dh Excavating Kotila Excavating 210 NE 1st St.," P.O. Box 81 14576 County Road 35 W Norwood Young America, MN 55397 Cokato, MN 55321 467-3439 I (320)286-2377 DKH Excavatiig, Inc.** Patnode Brothers 7700 Highway 101 23200 109th Avenue North Shakopee, MI4 55379 Rogers, MN 55374 445-8440 428-7393 Elmer J. Pete son Company** Sullivan's Services, Inc.** 5921 Dague venue Southeast 3660 Highway 101 South Delano, MN 55328 Wayzata, MN 55391 972-2420 473-4300 Fyle's Exca ating & Honey Wagon** Swedlund Septic** 9697 Harding Avenue Northeast 9520 Laketown Road Monticello, N 55362 Chaska, MN 55318 295-2511 442-5855 Hayes Exc vating Volkenant, Inc.** 263 82nd S reet Southeast 1030 County Road 83 Montrose, N 55363 Maple Plain, MN 55359 479-1762 . 479-1547 Independent Septic Systems, Inc. **State Licensed Septic Pumpers 2555 County Road 90 Maple Platin, MN 55359 479-3364' li May 18, 2000 LICENSED SITE EVALUATORS WORKING IN THE CITY OF ORONO dh Excavating S-P Testing, Inc. 210 NE 1st St., P.O. Box 81 951 Katydid Lane Northeast Norwood Young America, MN 55397 St. Michael, MN 55376 467-3439 497-3566 Ingleside Engineering Swedlund Septic 4920 Highway 55 9520 Laketown Road Loretto, MN 55357 Chaska, MN 55318 479-1869 442-5855 Otto Associates, Inc. Volkenant, Inc. 9 West Division Street 1030 County Road 83 Buffalo, MN 55313 Maple Plain, MN 55359 682-4727 or 477-4339 (Metro) 479-1547 Rusty's Percolation Testing Westwood Professional Services, Inc. 11481 Riverview Road Northeast 104 Marty Drive, Suite 3 Hanover, MN 55341 Buffalo, MN 55313 498-8779 682-2587 x:\APPS\WPWIN60\WPDOCS\FORMS\SEPTIC.CON I SEPTIC SYSTEM INFORMATION SHEET WHAT IS IN MY BACK YARD AND HOW DOES IT WORK? Most houses built in Orono after 1960 where city sewer is not available have tt�wo septic tanks, one or more distribution boxes and a number of drainfield trenches . In the septic tanks, heavy sewage solids will settle to the bottom and be decomposed by anaerobic (oxygen-free) bacteria action. Floating solids such as grease, fat, and soap sclum will be retained inside the tank by baffles at the inlet and outlet. This ensures that the effluent entering the drainfield is relatively free of solids, which tend to clog up clay soils . Many houses built after 1975 have mound drainfields . These systems function on the same principles as trench drainfields except that the rench bed is installed above the original ground to provide a sep ration from the seasonally high water table and allow the system o function adequately. TRENCH SYSTEM rry �1 .7 r? r. t —r c —5-a a .— —_ c -n C -07:1 Y- \ r ,..,_ a 0 %... ♦ i ,� � ♦ J t 7 • 0 7 C�=i , • distribution box floating solids I drainfields sludge IL. MOUND SYSTEM I `v _ , I _ -• — _ ---•._ _mo ,,t---- ,,,..___.....e AactuagutJJ -- pumping chamber „,....4r CP,A HOW CAN I MAKE MY SEPTIC \SYSTEM LAST LONGER? 1. Do not use your toilet or kitchen sink as a garbage can. Undigested foods an cigarette butts will not decompose in the septic tanks (this i cludes the use of garbage disposals ! ) . 2 . Have your tanks pumpe at least once every three years (once every two years is necessa with garbage disposals) . This will probably cost you $80 - $125 . If you do not specifically ask the pumping • . contractor to open uP your tanks, he will probably just put the hose down the inspection riser and drain the liquid from the tanks . • This method will not effectively remove the solids ! The tanks should be opened in order to. stir the contents while pumping to break up the sludge and scum layers. The baffled can also be cleaned, examined, and repaired (if necessary) at this time. I O i O =,.a CITY of ORONO 4°1 })1 f t Municipal Offices �.- 1 �� 'i ry Street Address: Mailing Address: H04' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: I .L ! eib Address: 25 Orono Orchard Rd. N. Permit #'s: 50107 Dates: 11/21/77 Contractors: Steve Schmit (This is 0(1 ahexistingsystem [ ] new construction) . SYSTEM COMPLIANC (1-3) : 3 1 Code System: Meets or exceeds current City standards in all respects relating to design, constructio , and location. Appears to be operating properly. 2 Compliant S stem: Does not meet all current City standards for new construction, but in most respec s appears to be designed, located, and constructed in accordance with previous 03 codes and i functioning properly. Non-Compli t System: System may or may not meet current City standards for design, constructioor , 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. II (The saturated soil level is [ or is not [ I identified under this septic system. If the saturated soil lural is not identified, this classification is subject to revision.) CONDITION (59) : 5 0 Pumpout not needed at this time. . Solids accumi4lation 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 r sers missing-tanks could not be inspected. If tanks have not been pumped out within three ears, they should be pumped out and risers installed now. 9 Inspection pi a is located over tank baffle-can not measure solids accumulation. If tanks have not been pumped out within three years, they should be pumped out now. 10 One or more tanks are cesspools, which means the septic system is non-compliant. (The tanks are [ or are not [ ] water tight or the condition is [ ] unknown. If the tanks are not confirmed t o be watertight, this classification is subject t revision.) 1 INFIELD CONDITI N (11-14) : 11 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 ext nt and condition unknown. POTENTIAL FOR SYSTE1k1 FAILURE: (system age and condition, soils, etc.) : medium l COMMENTS: In order to confirm that your septic system meets Minnesota standards, soil borings were performed to erify a 3 foot separation between the drainfield and the seasonal water table. The separat on is 0 feet and the system is non-compliant. Repair or replacement of the septic system is re fired by 12/31/2008. 7.-',P.,5 Date of Inspe tion Sep c System Inspector Note: In the even 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, b t indicates the operation of the system under current conditions. it Telephone (612) 473-7357 • FAX 473-0510 CITY O ORONO Municipa Offices (:--lit‘l°-s: C:) Post Off ce Box 66 "-, jy_ Crystal Bay, N 55323-0066ri P Aq ON—SITE SEWAGE TREATMENT 14 ) H INSPECTION REPORT 9kestiO Owner: / S ,mer YEAddress: olS (J/oYY, (^/1CCA'✓lJl/�Cp(r,/�/. Permit #'s: .'r 1 )/ Dates: 1 Contractors: c�7�1e ��Jion City ordinance •-r 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewag treatment system at the above address has been inspected and appears to fall into the category checked below. (This i. f44..an existing system [ 1 new construction) SYSTEM CONFORMITY ( -3): / V "CODE SYST "-A system which meets all the location, design, and construction standards of the current City Codes, -nd which is operating satisfactorily by treating and disposing of the entire current sewage input without •ischarging 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 ity Codes, but was installed according to the code in effect at the time of installation, and which is opera ing satisfactorily by treating and disposing of the entire current sewage input without discharging any poll tants into ground or surface waters. 3 "NON-CONFOR ING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system ich may or may not meet all the location, design, and construction standards of the current City Codes a which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between .he distribution device and the limiting soil characteristics. (The limiting soil characteristic [ ] has or 171. has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDITION (5-10) Tank inspection indic tes: Pumpout not ne-•-• at this time. (.6j•PF .lids accumulation in tanks indicates the shou •__.u• • out this year to hel. .revent future roblems. So •s accumu a on - an s is a a cri :ca eve an s s ou • e •' as soon as .-r 8 System is discha ging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection riser missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at ne t pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe s located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): )/ Dpejnfield inspection i •icates: (1% Drainfield is dry no surfacing evident. 12 Some evidence of surfacing, not critical yet. 13 Drainfield is sa.urated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent -nd condition unknown. LIMITING SITE FACTORS (s ope,setbacks,etc.): POTENTIAL FOR SYSTEM FAI URE (depends on soils,water table,etc.): A"" COMMENTS: Date o Inspection tic stem Inspector Note: In the event that his inspection report is used to satisfy the requirements for a mortgage or other property, be advised that this report does not guarantee or certify that an existing system will contin' properly, but is merely -n opinion of the adequacy of the system under current conditions based on information. This re.• t must be kept on the premises with the system location and pumping records. W ITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SE AGE TREATMENT CITY INSPEC ION REPORT OF POST OFFICE BOX 66 O R O N O 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER \. 44) 1)-. C1YY1P{' ADDRESS CPS- (71C4,,d DliGhiiri 1QG'/ it/ PERMIT NO.'S. -S-0/7 DATES 11-- /-77 CONTRACTORS .cAr„e, -C-4,77.-4— City c-4City Ordina ce No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage treatment system a the above address has been inspected and appears to fall into the category checked below. (T is is Cig an existing system 0 new construction) MI1 M-:is or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating pr.perly. 2 D..s not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, to ted, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major u., ading of the system is required at this time. 0 3 D..s not meet current City standards in many respects relating to design,construction,or location.Appears to be operating ade•uately at this time,but has a relatively high potential for future problems. No major upgrading of system is required at this time. El4 Sys =m may or may not meet current City standards for design,construction or location,but is failing to properly treat and dis••se of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is crea ing a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ repl ment procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan mus be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITIO ( m Checked items may require your action) Tank inspection indi tes: 0 Inspection pipe is located directly over tank baffle.(Does not aPumpout not :-dad at this time. give accurate measurement of solids accumulation.) If tanks Solids accumul tion in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this yea to help prevent future problems. should be pumped out now. ❑ Solids accumu ation in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pum•-d out as soon as possible. VI Drainfield is dry,no surfacing evident. ❑ System is disc arging to surface. Tanks must be pumped 0 Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. 0 Drainfield is saturated and visibly discharging untreated ❑ Inspection rise missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection riser (4"dia.pipe)must be installed in each tank ment or additions to dreinfield. Contact the City Inspector at next pumpo t. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three ye rs,they should be pumped out now. 0 Drainfield extent and condition unknown. SITE CHARACTER IS ICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) 0 Adequate ❑ High water table ig Low 0-Fair ❑ Lot size 0 Medium 0 Poor ❑ Lake,wetland,o stream 0 High 0 Inadequate ❑ Drainage 0 System is causing visible surface discharge. COMMENTS: 4.. 2221 Date of Inspection S tic System Inspector Note: In the event that . is inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guar:ntee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under curre t conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner (\ On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT OF POST OFFICE BOX 66 ORONO 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER \194/1 C-?J/VyJer ADDRESS 25 D 0 0 . ., • 4.1. Wi PERMIT NO.'S. 5017 DATES /C-2f--77 CONTRACTORS Ste e Scb�-,-v'/- City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is 'an existing system 0 new construction) d1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. EJ2 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. U4 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 ( m Checked items may require your action) Ta`nkk'' spection 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 Drainf' Id inspection indicates: should be pumped out as soon as possible. grainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped 0 Some evidence of surfacing,not critical yet. within 48 hourl to eliminate surface discharge. 0 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. 0 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) ❑ dequate ❑ High water table Ale Lowair ❑ Lot size 0 Medium 0 Poor i< Lake,wetland,or stream 0 High 0 Inadequate ❑ Drainage 0 System is causing visible surface discharge. I COMMENTS: 1 41011-•:7 :04111111117 Date of ffispection Septic Syst-m 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 On the North Shore of Lake Minnetonka ON-SITE SEW GE TREATMENT CITY INSPEC ION REPORT OF POST OFFICE BOX 66 ORONO 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER _I esI-I/4 6!LM R ADDRESS 26-- 012010 0 Pciffrin RD 1 PERMIT NO.'S. 7 DATES I —21 —77 CONTRACTORS S C Hr-I City Ordinan• 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 he above address has been inspected and appears to fall into the category checked below.L7 a/ (Th, is n existing system 0 new construction) „El1 Mee s or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating pro• rly. 2 Doe not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, loca d, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major upg ding of the system is required at this time. 3 Doe-not meet current City standards in many respects relating to design,construction,or location.Appears to be operating adeq ately at this time, but has a relatively high potential for future problems.No major upgrading of system is required at this •me. 4 Syst:. may or may not meet current City standards for design,construction or location,but is failing to properly treat and dispo e of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is creati g a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ repla•-ment procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must •- submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION( Checked items may require your action) Tank inspection indica =s: 0 Inspection pipe is located directly over tank baffle.(Does not ❑ Pumpout not n:.ded at this time, give accurate measurement of solids accumulation.) If tanks ❑ Solids accumula ion in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this year o help prevent future problems. should be pumped out now. •-•---€1 Solids accumul ion in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pum•=• out as soon as possible. —8 Drainfield is dry,no surfacing evident. ❑ System is disch rging to surface. Tanks must be pumped 0 Some evidence of surfacing,not critical yet. within 48 hours • eliminate surface discharge. 0 Drainfield is saturated and visibly discharging untreated ❑ Inspection riser 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 yea they should be pumped out now. 0 Drainfield extent and condition unknown. SITE CHARACTERIST S: Limiting Site Factors Potential for System Failure . Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) v--EI Adequate ❑ High water table lfl Low 0 Fair ❑ Lot size 0 Medium 0 Poor ❑ Lake,wetland,or tream 0 High • 0 Inadequate ❑ Drainage 0 System is causing visible surface discharge. COMMENTS: Date of Inspection eptic Syste Inspector Note: In the event that th s inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guara tee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under curren 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