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CITY OF ORONO Date ADDRESS Connected to CODE // /� SEPTIC SYSTEM INVENTORY CARD Municipal Sewer Address '960 Oiec,./Aeb R'7 K- ,e1>. PropertyWELL DATA I.D. 3Z-//�—Z,� 23 ©001 � Standard trench I ❑ Mound /c)-r- /0 rn System type 0 Other Legal Description DRC/-/f}7PT F/}/2K r 0 / a Permit No. / 9823 Date of permit 'S--' ZZ- 7 Installer u 1 cww.wJAY EXG , •ok O d No. Bedrooms Garbage E m I Building type /f?€S/DE C. or GPD 3--y eR Laundry X Dishwasher Disposal/y0 r ('� E a. SEPTIC TANKS: Material Pre CA c7- CoNc . ? Capacity 1) /DUB ? 2) /00c) ? ° 1 ` o - SoLto. € rTaih3 - " - 1� a Proper outlet and inlet Baffles Liquid depth to RO level S--' �\ r� a, 0 Height of tank bottom above water table r'k Distance to nearest building /g / .U (.° m "1 O DRAINFIELD: Total length of lines /C- S ' Number of lines 2 Trench width -30�� ern' l Y u1 .. c �7 Total treatment area(sq.ft.) /0 Height of drainfield above water table 3 «' Qp 2 Type of filter material Soil type E t 47 Distance from nearest bldg. 3 I- Tile size Perc rate •E min/in ° ,°, 0 v a) Y `m Depth of fill over drainfield Depth of rock over tile under tile m o. «. o 1 E E c d 5 . Cj LOCATION C i<5 BS INSPECTION RECORD PUMPOUT RECORD \\ SKETCH pc M1cD�\ �\ \`'tom SAS l DATE COMPLIANCE DATE GALLONS <� ,\ \.*. gyp\ \cls 8--z3-.92 S:.IP�4t/NC, No'rL1 z 3-f.-8/ Soz� ? l: \ \ 9_5._56, " 11 /l '? /,/3-8i/ / \\ i '7-ge0'-13 ➢?erniv lew is DILScHm2AN6 4 ,:/o'G I 0°3 q X • \ it Dr b,�ktyrD' 3 Ik) y6,' 35. A yo &It 30. ____002 30 r.ti I Include: 1) Well location 2) Distance from house to septic tanks,dist.box, and Brainf• . C— CONFORMING S—SUBSTANDARD N —NONCONFORMING 3) North arrow.n. oad --• eils • RECEIVED Kochi's Soil Testing Box 81 MAY 2 6 2015 Loretto, Minn. 55357 Tel 763-479-2637 CITY OF ORONO Compliance Inspection of an existing Mound System Bob Rohden • 460-Orchad Park Dr., 5/25/2015 Orono, Minn. Job Site;Above Address. Type of drainfield installed—Mound System (Installed---6/19/1992 Size of Mound; --80 ft. long by 35 ft. wide(Ave, Size) Rock Bed Size--; 55 ft.long by 10 ft. wide (550 sq. ft. ) (Sized out for a 4 bedroom home or ¢00 gal/day daily water use) * Mound System consist of; Topsoil& Sandy Loam-12 inches, Rock–12 inches 12 inches of Sand (Total mound height-36 inches---3.0 ft.. ) . Size of Septic Tanks; ---2-1000 gallon sealed tanks Size of pump tank ---- 1-1000 gallon sealed tank Upon inspection of the mound system there was not any signs of effluent from the mound system onto to the surface or into any field tile. Upon inspection of the house there was not any signs of sewage backing up into the house. The tanks (septic and pump tank)were probed and the appear to be sealed tanks at this time Date: 5/15/2015 The pump was tested out an it appears to be in good working order,also the alarm system was tested and was working as of this dated 5/15/2015. Two soil borings were done to determine where the mottled soil level was at; Soil boring#1 was done in the North West upslope of the mound. Soil Boring was done approximately 20 ft. West of the mound Northwest upslope toe (Sand depth is approximately 12 inches (1.0 ft.) below the rock bed.). Mottled soil was at the following depths; SB# 1 48 inches (2. 0 ft. below the mound sand depth) SB #2 29 inches level) Mottled soil is consider the high seasonalsaturate soil level hat existoriginal at duringthetopsoil seasons. With the sand depth of- 12 inches ( 1,0 ft.) below the rock bed area in the mound system and The mottled soil at depths of-48 inches(4.0 ft.)and at 29 inches(2.4 ft.) The t required 2-foot (24 inches)separation distance from the bottom of the rock bed to mottled soil level is satisfied. With the above information this mound system is consider to be A COMPLIANT SYSTEM According to the current Minn.. Rules 7080 AND CURRENT LOCAL CODES, Sit Evaluator �q Robert A, Koch M.P.C.A. # 193/1429 I ' Minnesota Pollution Control Agency Compliance Inspection Form 520 Lafayette Road North Existing Subsurface Sewage Treatment Systems (SSTS) St.Paul,MN 55155-4194 Doc Type:Ccmpliance and Enforcement Inspection results based on Minnesota Pollution Control Agency(MPCA) For local traRD requirements and attached forms—additional local requirements may also apply. • Submit completed form to Local Unit of Government(LUG)and system owner MAY 2 6 2015 • within 15 days CITY OF ORONO System Status System status on date(mm/dd/yyyy): 5/25/2015 ® Compliant—Certificate of Compliance ❑ Noncompliant— Notice of Noncompliance (Valid for 3 years from report date, unless shorter time (See,Upgrade Requirements on page 3.) frame outlined in Local Ordinance.) Reason(s)for noncompliance(check all applicable) ❑ Impact on Public Health(Compliance Component#1)—Imminent threat to public health and safety '❑Other Compliance Conditions(Compliance Component#3)—Imminent threat to public health and safety 0 Tank Integrity(Compliance Component#2)—Failing to protect groundwater El Other Compliance Conditions(Compliance Component#3)—Failing to protect groundwater ❑ Soil Separation(Compliance Component#4)—Failing to protect groundwater ❑Operating permit/monitoring plan requirements(Compliance Component#5)—Noncompliant Property Information Parcel ID#or Sec/Twp/Range: 3211723230009 Property address: 460-Orchad Park Dr., Orono, Minn Reason for inspection: selling Property owner: Bob Rohden Owner's phone: or Owner's representative: Representative phone: Local regulatory authority: City of Orono Regulatory authority phone: . 2-1000 gallon septic tanks,1-1000 gallon pumping tank; Mound System 35 ft.wide by 80 ft.long Rock bed 10 ft.wide by 55 ft. long Brief system description: Comments or recommendations: Certification •I hereby certify that all the necessary information has been gathered to determine the compliance status of this system. No determination of future system performance has been nor can be made due to unknown conditions during system construction, possible abuse of the system, inadequate maintenance, or future water usage. 1 Inspector name: Robert A. Koch _ Certification number: 1429/ Business name: Koch!s Soil'Testing / --- License number: 193 .r ------- Inspector signature: *(o L, Phone number: 763-479-2637 Necessary or Locally Required Attachments ® Soil boring logs 0 System/As-built drawing 0 Forms per local ordinance A e www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4-31 • 3/16/12 Page 1 of 4 ❑ Other information(list): Property address: 460-Orchad Park Dr., Orono, Minn Inspector initials/Date: RAK 15/252015 (mnddd/yyyy) 1. Impact on Public Health—Compliance component#1 of 5 • Compliance criteria: Verification method(s): System discharges sewage to the 0 Yes ® No ® Searched for surface outlet ground surface. ®Searched for seeping in yard/backup in home System discharges sewage to drain 0 Yes ® No 0 Excessive ponding in soil system/D-boxes tile or surface waters. ® Homeowner testimony(See Comments/Explsnation) System causes sewage backup into 0 Yes ® No dwelling or establishment. ❑"Black soil"above soil dispersal system ❑ System requires"emergency"pumping Any"yes"answer above indicates the 0 Performed dye test system is an imminent threat to public 0Unable to veri health and safety. fy(See Comments/Explanation) ❑Other methods not listed(See Comments/Explanation) Comments/Explanation: 2. Tank Integrity—Compliance component#2 of 5 Compliance criteria: Verification method(s): System consists of a seepage pit, 0 Yes ® No ® Probed tank(s)bottom cesspool,drywell,or leaching pit. ® Examined construction records Seepage pits meeting 7080.2550 may be compliant if allowed in local ordinance. ❑ Examined Tank Integrity Form(Attach) ❑ Observed liquid level below operating depth Sewage tank(s)leak below their 0 Yes ® No designed operating depth. ❑ Examined empty(pumped)tanks(s) If yes,which sewage tank(s)leaks: ® Probed outside tank(s)for"black soil" ❑ Unable to verify(See Comments/Explanation) Any "yes"answer above indicates the 0Other methods not listed(See Comments/Explanation) system is failing to protect groundwater. Comments/Explanation` - 3. Other Compliance Conditions—Compliance component#3 of 5 a. Maintenance hole covers are damaged,cracked,unsecured,or appear to be structurally unsound. 0 Yes* ®No.0 Unknown b. Other issues(electrical hazards,etc.)to immediately and adversely impact public health or safety. *System is an imminent threat to public health and safety. Yes* ®No ❑Unknown Explain: c. System is non-protective of ground water for other conditions as determined by inspector. 0 Yes" .No *System is failing to protect groundwater. i►`. www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4-31 • 3/16/12 Page2of4 • Explain: Property address: 460-Orchad Park Dr., Orono, Minn- Inspector initials/Date: RAK 15/25/2015 (mm/dd/yyyy) • 4. Soil Separation—Compliance component#4 of 5 Date of installation: 6/19/1992 0 Unknown Verification method(s): (mm/dd/yyyy) Shoreland/VVellhead protection/Food beverage Soil observation does not expire. Previous soil lodging? g 0 Yes ® No observations by two independent parties are sufficient, unless site conditions have been altered or local Compliance criteria: requirements differ. For systems built prior to April 1, 1996, and j ®Yes 0 No ® Conducted soil observation(s)(Attach boring logs) not located in Shore/and or Wellhead Protection Area or not serving a food, ®Two previous verifications(Attach boring logs) beverage or lodging establishment: ❑ Not applicable(Holding tank(s),no drainfield) Drainfield has at least a two-foot vertical 0 Unable to verify(See Comments/Explanation) separation distance from periodically saturated soil or bedrock. 0 Other(See Comments/Explanation) Non-performance systems built April 1, 0 Yes 0 No Comments/Explanation: 1996, ogater or for non-performance systems located in Shore/and or Wellhead S.B.# 1 (done of the mound system)-t./p54.1)P C Protection Areas or serving a food, Mottled soil was at 48 inches(4.0 ft.) beverage, or lodging establishment: Drainfield has a three-foot vertical S.B.#2(done in the org. soil profile) separation distance from periodically Mottled soil was at 29 inches(2.4 ft.) saturated soil or bedrock.* "Experimental" "Other" or "Performance" 0 Yes ❑ No Indicate depths or elevations systems built under pre-2008 Rules; Type IV or V systems built under 2008 Rules(7080. A. Bottom of distribution media 103.7 2350 or 7080.2400 (Advanced Inspector License required) S.B.# -100.8 B. Periodically saturated soil/bedrock S.B.#2--100.4 Drainfield meets the designed vertical separation distance from periodically ! Qsfi, 07 q saturated soil or bedrock. C. System separation S.B.#2----3.3 ft. D. Required compliance separation' 2.0 ft. Any "no"answer above indicates the system is *May be reduced up to 15 percent if allowed by Local failing to protect groundwater. Ordinance. • 5. Operating Permit and Nitrogen BMP*—Compliance component#5 of 5 ❑ Not applicable Is the system operated under an Operating Permit? 0 Yes 0 No If"yes",A below is required Is the system required to employ a,Nitrogen BMP? 0 Yes 0 No If"yes", B below is required BMP=Best Management Practice(s)specified in the system design If the answer to both questions is "no", this section does not need to be completed. Compliance criteria a. Operating Permit number: I ,` Have the Operating Permit requirements been met? ❑Yes ❑ No b. Is the required nitrogen BMP in place and properly functioning? 0 Yes 0 No Any "no"answer indicates Noncompliance. - www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in alternative formats wq-wwists4-31 • 3/16/12 Page 3 of 4 c^ Q� - G7 3 21. J p o� k P 0c A 6, ..___ Q O r PQ ;) cs I N 74 (--- cl l'67c . . a.... ..- *-0-( 0 t_N w v .1, QD ifidobi G:5 I:- ‘6 1.-- --t) d 0 ca ill cpc LE e \I 6 i V 1 r _,___•••••••!---- . c1 — -3 3; ' r Si • Lk. t-9c. on. 00 11. 1.4 x ' eP r .,•••• e -- _4 3 ,,,, N 0.°_,A On 15/ -"(5‘ v,c, V., 3 ---v /.01/47 yo I . r ......... ... . : r________T_______—7— 1.1 .- V* Z.-.; 72 i'. 4 ; 2. . I t. i E 2 72 I: 4 v . cfl t ."•••••..11<:1 . • Lc L. ° 41 17.-,•-!: Tii:fr.; 4: r:f... 1 1 r y.. i-‘....,0t: r y. k:).411 .r v. ..s :‘I"y .,g _,.. ... ..• 1,11 : .v I _r ... _ 3 - I R fa. Y,I1_3 Y W Z • tt ! L Y '� Y ,2141 7v i �. y 1 e V Y v C/ S — .4 __ _ 1 •• I ..it5 € CZe 'J. 1 \/ ',/ 1.; `7. G - ` .N. ` N Te. N y� 4. . 4 . ...:,....G �U � � J � CLi = Y! et 04 rip 1 Com; N`_ ;) ` . ZQ! 0 I . '- J Ilia q_ V)• Vo G OP. • Al —O • : . 0 ..., 4.; .... r: -6 I ,fl • tl i ,, € "---- fr:t( •':1 <J.) 1 1 I ii ,Ct • 1 i � I :r .� t. V I_ V L .- a s �� _� ate' V VS v K1 v \ ` o 1 .... ZT . .. T ° "' 03 C-- •••••? F4 i orSo I L.- 16 a ,-,., • 11 of MN 011Siie Sewage 'Fre:Omen( Pro(Fram Soil liorint, IA) . t, t, g )_.___rn..,,,,___ .. .. . . . ..__. . . Chet&A(ilill'SN: pq.,egal orscriplimi/Grs: 1),,ic: SiA.5-7 ----/ . . 4bd ofac HA w ?ARK ic&•.. 02.000 in k) i ; , ,-. Soil Parent Nlaterial(s): 411111110 Ontwash Lac-mimic.. Alin%nun Loess organic 11/4 latter ltvitrilck •• _ ...-. • 14 (circle all that apply) _Foot Slope __ _ Landscape Position: Summit Shoulder Back/Side Slope ' (circle one) I _ Vegetation:4,1.05 . - /.e. Weather conditiostill'bue of Day: la()A 0 ,r •=.2 '../1A s;;t;;.ai;rs;.;ESlope Shape: Depth(in) Texture Matrix Mottle Rectos Indicator(s) I--------------Strut-here-------------- Color(s) Color(s) lipr_nd(s) (see hack) Shapc Weak -I'line ' lirc-:/,50( t.... A 0...II._ Qpncentra!Ions p".anw al 111...:L, kli ftleraic I-rihIc Depletions .• Pniunielee Slieig rim ; I tense I.%annul:6 I inn Gleyed son;se taa. O'''(0 d ,to 4 riv‘ /0 reda// Masan c Rigid C kA LI Y 0 LU i '-- Concentrations Nan 41M316 1inkrali-) I liable a fzko..,633 Depletions -10170 • rifonaik: Stroll; if Gleyed :ins&I kani Imn,a; I vrcinc4 I inu /o-a 1 Massive It r;i41 OL I f) 57" ::: Concentrations .6" l . ktiocratc I ri:i1.1.: /a 11 Ae..: ,..5-Y(3/02. db'--1;i7-'bon II Illsicl.% 14 unlink Shiest; I i‹.....m....) 412/ 4471 a LA 1 c2,5 y.570, Gleyed 5.- a Single Cerise . I tense I%In:nick I inn l oaciulai WM-7-------I —--- •:. . ryl:rate Friahle ) . Concentrations Ptah Depletions istrk-4 Promoter Single Grua Sump • Gleyed !Apse Finn IF myeloid,lion Masskv Nig< t:camels Weak Inoue • 4 Concentrations Platy , Slat, klorlerale Fria* ••••• DepletionsPrimmest Sunny Finn ---su CHOW l'Alrentel,Finn 1 • -Jo. ••• Gleyed - Sinee Grain . 4. . Massive KifiJ i Granular Weal. Lowe Concentrations • pay krle• Depletions Friable Promise %. • rung Firm Gleyed Shirk Grain Loose Errocincl% Finer klassivr Itig41 11111• . i na a 8 1 . • Comments: viuN. , CRI.4 i. - \Ro-- — D - y (0/ , ... • • . • • . • . . • • . • • ., . • . ....._. • 3 AIFICATION i 00627 Logs of Soil Borings ,'FL cation or- Project Bob Roden, 460 Orchard Park Rd. , Orono Borings made by S-P Testing, Inc. Steve Schirmers Date 7-8-91 Classifiction System: AASMO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 95.9 feet Surface elevation 97.4 ..-17_ J. 0 - Topsoil dark brown Topsoil dark brown 0 - 10" loam 0 - 10" loam 11 Gray brown loam Gray brown loam 10" - 1' 4" 10" - 1' 8" Gray 1, 4" _ 1, 8" broy8aglay 2 :- Browyoayl' 8" - 2' 2"-MOTTLING 2 = Brcwioay, 8" _ 2' 2"-MOTTLING Rusty. olive brown clay Rusty olive brown 2' 2" - 2' 10" loam 3 - clay loam - 3' 8" Rusty gray brown 2' 2" 11i clay loam strong Rusty 3 ' 8" - 4, sil 8rt^anlo+ 4 - 4 2' 10" - 4 ' 4" 4 ' 4" Rusty olive brown Rusty olive brown loam 5 - loam 5 - 4 ' 4" - 6' 4' - 6' 6 _ 6 7 - 7 - - 8 • .. 8 - End of boring at 6 ' feet. End of boring at 6' feet. ' Standing water table: Standing water table: present at 4' feet of depth, present at 4 ' 4" feet of depth, - ' 27 hours after boring.- 27 hours after boring. • Not present in hole Not present in hole • ' Mottled soil: Mottled soil: 1 R 2' 2" Observed at 2= feet of depth. Observed at feet of depth. Not present in hole . _ Not present in hole - Comments: Comments: `* > ;- - IFICATION 100627 Loin of Soil Borings �;• frocation or- Project Bob Roden, 460 Orchard Park Rd. , Orono Bbrings made by S-p Testing, Inc. Steve Schirmers Date 7-8-91 Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number in in feet Surface elevation 96.3 feet Surface elevation • 0.. � 0 - Topsoil dark brown 0 - 10" loam 1 - 1 - , ' Brown clay loam 2 -- 10" - 2 ' 2"-MOTTLING 2 - Rusty olive brown _. 3clay loam - 2' 2" - 3 ' 2" 3 - 4 - Rusty olive brown 4 - loam 5 - 5 - 3 ' 2" - 6' 6 - 6 - 7 - 7 - • 8 8 - End of boring at 6 ' feet. End of boring at feet. Standing water table: Standing water table: present at 3 ' 7" feet of depth, present at feet of depth, -27 hours after boring. ' hours after boring. Not present in hole . Not present in hole Mottled soil: Mottled soil : 1 . Observed at 2' 2" feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments: Comments: • . 4._ Olia-G1-41.7.D PAW_ 1?-nAt). 330 _ -5..►e.— Q • X • F X J J 1� M r t X r , ° g (9 Qc--- rIi Fl 1 �z � • Mc s• � . . .1... . L.•.-• --.."-)-- i -i - t ‘-.,,....,.i„,.,I,ctc,, . id liaift.,).• , pP^ - >v . t44a A.-,- • 1 lam ) -_J Vi. -ZS' 1J�Jlam! k . . A. /".1 • .— . . A U r t t r - . . ,t / ... . V' ` \ , ) "Ft 7, 1.13 K • . l "t Y SC 0 t" ® i 4647 ® 1.-41- a 1 . kv pii . J a i ‘.."‘: Y7.-' —.";-- --- -; `171:1-- . , 4 °C. .14- 1":----L-----* : t ti; . ‘E, I. • I,f-. - ,c Y a *' 5 bIt $ azal' rias SEPTIC SYSTEM INVENTORY Site Address: 460 Orchard Park Rd PID: 3211723230009 Owner Name: Robert J.&Lorraine E.Roden Owner Address: 460 Orchard Park Rd Long Lake MN 55356 Building Type: residence Installer: Date of Permit: 6/19/92 Volkenant System Type: mound BRs Designed for: 4 In Musa?: No Shoreland?: SEPTIC COMPLIANCE INSPECTION Report Date: Compliant Expires: Non-Compliant?: Report in Street File?: SPECIAL NOTES Site Address: 460 Orchard Park Rd 03/16/09 2009 Septic Maintenance Report Letter Sent;already sent letter before pumping info was update. 3/24/09 SEPTIC TANKS Material: precast concrete Capacity: 1000, 1000, 1000 Tank Filter: DRAINFIELD Treatment Area: 80*35 Soil Boring: yes DF Ht above Wt: 3 WELL DATA Setbacks-Well-Tanks: 95 Well-DF: 200 Report in File?: Depth: 128 INSPECTION RECORD PUMPOUT RECORD Date Description Date Gallons 06/29/92 installation 06/27/95 1500 05/11/93 no surfacing 07/10/98 1500 08/27/96 no surfacing 08/31/00 1500 09/09/99 code system,no surfacing 07/26/04 1500 08/22/01 code system,no surfacing 06/22/07 09/15/03 no surfacing,pump tanks once every 3 years 3/25/2009 11:46:23 AM I-KO Orcja 'ark W i 1� i t D A c v z tor 1 I 1 II I A g cD "1-1 /ilk 463 % li f of g310 6Kb ,DF-PF (16'6 17 I O lie 11 3bs 31'6 E 0!v43.1 CITY OF ORONO ,. Municipal Offices r� Ij11� •"���I � Street Address Mailing Address: 1"��.��r-). G~ 2750 Kelley Parkway P.O.Box 66 11 41 �i Orono,MN 55356 Crystal Bay,MN 55323-0066 ��kEsHo4' To: The Current Owner of Address 460 ORCHARD PARK RD City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminent Public Health Threat Yes No ‘,7 If yes, please contact the Onsite Systems Manager at 954-249-4626 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 -ompliant Yes No If yes, system must be brought into compliance by: December 31, 2007 December 31, 2010 Other Septic Tank(s) Pump out Needed Yes / No The city recommends the septic tank(s) and/or lift tank be serviced and pumped out every three (3) years. City records indicate the tank(s)were last pumped out on ea,, -07 . The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: 4 diat-Ls- 53 <4t4/ 1 Inspector: Date of Inspection: 62 -07 Telephone (952) 249-4600 • Fax(952) 249-4616 www.ci.orono.mn.us City of Orono e mo To: Orono residents on mound type septic systems From: Willie Gibbs, ISTS Manager Date: May 10,2006 Re: Landscaping Do's and Don'ts for Mound Systems, Quick Reminder Do plant and maintain a full cover of grass and keep mowed to a normal height, this grass cover aids in the evaporation of large amounts of effluent(the liquid left after the "other" stuff has been removed) in the summer time and allows the mound system to help breakdown nitrogen in the effluent. Do water the grass over the mound in extreme dry conditions, sparingly. Do avoid unnecessary foot traffic over the mound, mow it and stay off of it. This is especially true in the winter time. Even human foot traffic can cause frost to penetrate the mound resulting in potential freezing problems. Do inspect your mound system annually for winter kill, (reseed if necessary) animal damage, (burrowing)or signs of potential failure. Do not plant trees or shrubs on the mound system, smaller trees and shrubs may be planted at the edges. Remember,that sunshine is the key to a healthy mound system. Do ask questions, if you have any concerns or questions concerning your mound system please feel free to call me, I can be reached at 952-249-4626. 1 rz-i--?",„-- 0 CITY of ORONO 1. �5r Municipal Offices r Mailing Address: .n.+G Street Address: q 5�—a4 9—'1 bo O � KQ2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: f-/6 C) D ( h A_Co p4/I< 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 (1-3): 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 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 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 ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-7): 6, Tank inspection indicates: 5 Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped a f 0 b ). Make sure septic tanks are pumped through manhole and not through white inspection pipes. This allows for the proper cleaning. Keep water softner and iron filter discharge out of septic system to prolong life of drainfield. Ask pumper to test alarm float to verify alarm is still working in your house. The alarm warns owner that septage is about to backup into basement. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If tanks have not been pumped out within the last three years,they should be pumped out now. • DRAINFIELD CONDITION(8-10): r 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. COMMENTS: ))V M 2 TAA k' 6 - 9 - 0 c 4,c),L102, egfris Date of Inspection 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 conditions based on the available information. • 47- o :'. o ..,= CITY of ORONO 4 1th�'r • \ ',� `, ` 'k(�`.: tee, Municipal Offices cel':• I`�•�'�t�� t • • , �' `'•1 +// Street Address: Mailing Address: \` 'q�'� p4�i 2750 Kelley Parkway P.O. Box 66 `E$x� Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: LI 60 O i LINcrcl PA it pc 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. STEM CONFORMITY (1-3): I "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 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 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 ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-7): E' Tank inspection indicates: 5 Pumpout not needed at this time. V Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last pumped "6-:'>1-e () ). Make sure septic tanks are pumped through manhole and not through white inspectionpipes. This allows for the proper cleaning. Keep 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. DRAINFIELD CONDITION(8-10): CS Drainfield is dry,no surfacing evident. 8 . Some evidence of surfacing, not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. COMMENTS: Ma t;t-, I o o I(.S G _ Si3D 1' .SC -=.c_ nkS .t ho,.r )– 'b — ,�s.- � b.. - ''\--:.r-.. ��s if 3 t ck(5 , 'ft (c,r. 1`v ,t,SQ tc..Y v,' g jk', '1'U C .0V t- I7' 0 e\ ..r.41 Jr\ , e\—,s.C''S Gtc N )cL Date of Inspection Matt Bolterman - Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this 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. Telephone(952)249-4600 • Fax(952)249-4616 0? °40 ; , s CITof ORONO Municipal Offices Chi l "t �i` ;i Ori Street Address: Mailing Address: Elan •2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: dJ�c 'r IZp'a e.r. Address: 460 0ccl.c,rd Pqr K Rd . City Ordinance 199 requires that each existing on-site sewage treatmentem in Orono be inspected utspected 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 (1-3): \ . • "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,desist and construction standards of the current Orono Municipal Code but does meet the three foot separation requirement,and which is not fulling or an imminent threat to public health or salty. 3 "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 Iocation,design,or construction 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(5-10): S . • . - Tank inspection indicates: • Pumpout not needed at this time. 6 Tank must be pumped out this year (city code requires tanks to be pumped out every 3 years. Tank was last pumped 8-3 I - 0 0 7 Solids accumulation in tanks is at a critical a critimI leveL Tanks should be pumped out as soon as possible. ) 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected Inspection risers(4"dia.pipe)must be installed in each tank at next pumpout If tanks have not been pumped out within the last three years,they should be pumped out now. 10 Inspection pipe is located directly over tank baffle(does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years,they should be pumped out now. DRAINFIELD CONDITION(11-14): 1\ Drainfield is dry.no surfacing evident. 12 Some evidence of surfacing,not critical yet. . • • 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. COMMENTS: • t ook.5 b K • • G\Ilr t:LM NO4-12"1"e•ek.,--. Date of Inspection p' System Ins error .• • Se tic S p 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 oa the available inforttutioa. il?‘,1 Ai. CITY OF ORONO O Municipal Offices O O Post Office Box 66 = t e- Crystal Bay, MN 55323-0066 r ON-SITE SEWAGE TREATMENT INSPECTION REPORT 'ClkESH04 Owner: /IC /'COciP,J Address: -ICC OR g,4, b ii40�, Permit #' s: VN2 6Dates: /CPL _ 2l�Gi7 City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is Kan existing system [ ] new construction) SYSTEM CONFORMITY (1-3): C' "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 [ ] has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANKCONDITION (5-10): S ninspection indicates: Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped 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 pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): /1 D field inspection indicates: 11 Drainfield is dry, no surfacing evident. Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): W f eR 5104,/ POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): low COMMENTS: i:c-le 5. 5.1(1 ') /J() Scl 2 Fc,kI 9 a 1`K she `'OA/ Date of Inspection 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 conditions based on the available information. This report must be kept on the premises with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner 40, °31" 0 0 -5;,:_, ,,,, )A-Ilk_2.-- ,_ CITY of ORONO IS% 44 .& S r`"wf `e`yk,V. G� ! ‘,,1:4 ‘r Street Address: Municipal Offices Mailing Address:9 ` F0�ESI1 2750 Kelley Parkway P.O. Box 66 � © Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: f 6 bc+ (j JG!/� Address:460 Orchard Park Rd. Permit #'s:4426 Dates:6/19/92 Contractors:Volkenant (This is W an existing system [ ] new construction) ,SYSTEM COMPLIANCE (1-3) : 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 JKI has or [ ] has not been identified at this time. If the saturated soil level has not been identified, this classification is subject to revision.) .T.jNK CONDITION (5-9) : 5 (INK Pumpout not needed at this time 6 Solids accumulation in tanks indicates they should be pumped out this year. 7 System is discharging to the surface. Tanks must be pumped out within 48 hours. 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 last septic tank Maintenance Pumpout the tanks .54 were or [ ] were not confirmed to be watertight by the licensed pumping contractor. If the tanks were not confirmed to be watertight, this classification is subject to revision.) DIZAINFIELD CONDITION (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 extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : low COMMENTS: kie.--- Date of Inspection ep . c System 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 fO \ 1‘: iti;O Post Office Box 66 '-�-i-� •;�, Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT ,' rt) 41 INSPECTION REPORT r�Pn o tEstiol" Owner: Pte& ,CaleAddress: 40 Or J 'yd / vv RL Permit i's: 44-aD Dates: 19-9a Contractors: al/Aeneiffif City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is {4. an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): 0 "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 [ ] has not been identified at this time. If the limiting soil characteristic has not been identii ied, this classification may be subject to revision.) TANK CONDITION (5-10): Tp4c inspection indicates: CY Punpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped 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 pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next punpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pupped out now. DRAINFIELD CONDITION (11-14): // Drirr field inspection indicates: 1 Drainfield is dry, no surfacing evident. Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks.etc.): ii/ /— POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table.etc.): /0N) COMMENTS: i/�i / U i//.i/// Date o Inspection ep is Sy:tem 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 the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO ° Municipal Offices 4:\ O Post Office Box 66 - Crystal Bay, MN 55323-0066PA ON—SITE SEWAGE TREATMENT ,' �i. INSPECTION REPORT 14 4141.10(\ Ay �� kEsH.o1'+ Owner: /CG1I r4' PriObrN. Address: 40 0 i mil Ijri Ad, Permit #'s: Wag' Dates: k19-la. Contractors: 'iH'rh/1-1-- City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is ,f, an existing system I ] new construction) SYSTEM CONFORMITY (1-3): ) 9 "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 characteristichas or I ] has not been identified at this time. If the limiting soil characteristic has not been identi ied, this classification may be subject to revision.) TANK CONDITION (5-10): "' 1inspection indicates: Pumpout not needed at this time. Solids accumulation in tanks indicates they should be pumped 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 pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): )J Drft. ,field inspection indicates: (1Y Drainfield is dry, no surfacing evident. "`111222 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): /0-- POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): jab...1 COMMENTS: -27Air / ./.' 3 -/// Da Inspection Se•tic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO 0 Municipal Offices O1%1 O Post Office Box 66 Crystal Bay, MN 55323-0066 f ON-SITE SEWAGE TREATMENT ,' �i 1'' INSPECTION REPORT y �f,� Gtiti % lP kESHOg� Owner: /.*I1 Rode Ir.. Address: 90 GO.) Pao RL. Permit #'s: i'/ o Dates: CS-7-2.2%"67 Contractors: (Xfi1�C y )(C, City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is 141 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 /9 any pollutants into ground or surface waters. "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet all the 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 (�(1 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): 21( inspectionindicates: Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped 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 pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pupped out within the last three years, they should be pupped out now. DRAINFIELD CONDITION (11-14): a_ Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. Same evidence of surfacing, not critical yet. Drainfield is saturated and 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 (depends on soils,water table.etc.): 11y,,, COMAENTS: irk- Bri► lri rAu3L6t.rssv 6y riv/A V-or l /iaaFr8►-• Date of Inspection 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 conditions based on the available information. This report must be kept on the premises with the system location and pulping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT OF POST OFFICE BOX 66 O R O N O 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER R0A19Y4 I1 P/er. ADDRESS 4(O (ccJ ,d akrk Rd PERMIT NO.'S. /7`90* DATES / CONTRACTORS ())111 G � C• 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. C] 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. 0 3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at this time. 4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement 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 ( 0 Checked items may require your action) Tank inspection indicates: 0 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. 0 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. 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) ,Adequate ❑ High water table 0 Low Fair ❑ Lot size 0 Medium 0 Poor ❑ Lake,wetland,or stream 0 High 0 Inadequate ❑ Drainage 'System is causing visible 11"S /surfs discharge. lCOMMENTS: * `, 1S a T d r1�h7'/��� frN r, 0 ka (41/ t e I Ac beet. S Apd,� 57? V ran rn eP e m sh e. 5J1. >%,- Date of Inspection '-ptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner O 41,>'' 0 - CITY of ORONO ^'• D" Municipal Offices ?" �. Post Office Box 66 . Cj Crystal Bay,Minnesota 55313 \kESK�g'% May 31, 1991 Robert Roden 460 Orchard Park Rd. Long Lake, MN 55356 RE: Septic System Repairs Dear Mr. Roden: This is a reminder that a recent inspection revealed that your septic system was failing and must be repaired. Please contact me within 30 days to discuss your options. You have 90 days in which to make repairs to the system. Enclosed is a copy of your most recent septic report. The procedure for initiating septic system repairs is as follows: 1 . Hire a Soil/Site Evaluator to do the necessary testing and design. 2. Submit the design to the City for approval. 3. Once the design is approved, have one or more contractors bid on the approved design. 4 . The contractor you choose should then obtain a permit from the City before starting work, and he will call for the- required inspections. If you have any questions please contact me at the City offices. Thank you for your prompt attention to this letter. Sincerely, 40(%*r: 7/./.44710L--- Stephen Weckman Septic System Inspector SW/lsv • TELEPHONE-473-7357•FAX-473-0510 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 koh r1L Rod ADDRESS 4(- 12 Orchard ? rk Rd) LL PERMIT NO.'S. /443° DATES 6-'22 -6'7 CONTRACTORS 6)u1d al 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 Xan existing system 0 new construction) EI1 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. U3 Does not meet current City standards in many respects relating to design,construction, or location.Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at this time. 4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and )K 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) 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. 0 Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped 0 Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. >4 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) 0 Adequate ❑ High water table 0 Low lair ❑ Lot size 0 Medium 0 Poor ❑ Lake,wetland,or stream ❑ High 0 Inadequate ❑ Drainage ystem is causing visible 7� surface discharge. COMMENTS: * Draivl ?idid i5 dISC ro,1vis $4oit fLS-t 4 atsthiztlioh pn1v F • ellf di Det/of Inspection 6.-: 73tic--(Syst nspector 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 SEWAGE TREATMENT CITY INSPECTION REPORT OF POST OFFICE BOX 66 ORONO 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER Ro 6e800E/0( ADDRESS / &O 40c1/19.-M3 /9i A) PERMIT NO.'S. /WY DATES 6-- 22— ' 7 CONTRACTORS `-I' Uic/tb' ?y CKL 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 0 an existing system 0 new construction) 0 1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating \to 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. 0 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. 0 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 r must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may require your action) nk inspection indicates: 0 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. 0 Drainfield is dry,no surfacing evident. ❑ System is discharging 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 risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace- Inspection risers 14" 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. 119 Drainfield� extent and condition unknown. �/ SITE CHARACTERISTICS: T A `� eP 1E-4 bey Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water ture Expansion ❑ Soil table,and system condition) Adequate ❑ High water table \ ❑ Low 0 Fair ❑ Lot size Medium 0 Poor ❑ Lake,wetland,or stream 0 High 0 Inadequate ❑ Drainage 0 System is causing visible surface discharge. COMMENTS: D .5° i 1 ree --77141±PIZ'l ate of Inspection 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 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