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1993 - Req. for rev. of septic sys. nonconformity
To: Mayor Callahan and Orono Councilmembers From: Ron Moorse, City Administrator 1:////./ Date: July 8, 1993 Subject: Roy Rasmussen Request for Review of Septic System Nonconformity • I have attached a letter from the attorney representing Roy Rasmussen of 2700 White Oaks Circle. Mr. Rasmussen is requesting that the Council review the finding of the Septic Inspector that the existing septic system on the property is nonconforming and needs to be replaced within one year. The Rasmussens are questioning the Septic Inspector's finding that the system is less than 3 feet from the water table. It is staff's recommendation that if the property owner believes the Septic Inspector's findings are incorrect, the property owner should hire a certified septic testing consultant to conduct the testing. If the consultant's findings agree with the Septic Inspector's findings, it is staff's recommendation that the system be identified as nonconforming and that the system be brought into conformance within one year. Mr. Rasmussen has proposed that the Council grant a variance for his system. It is staff's belief that this system is similar to numerous other systems that have been or will be found in nonconformance with the septic code. All of these non-conforming systems will be required to be brought into conformance. If the Council grants a variance in. this instance, it will be opening the doors to a very large number of similar variance requests. I have attached a memo from Mike Gaffron outlining the issues related to this item. lsv s , , ^ -77 * " '' 41 C.--a ^zJ - 4..--7,._ • Yt T� 111 z ~ - n %T, �'V--- 14 /� �f �yy� ..yY w{� a n �,�,,, y $ ,:.,15 t.. *.e.'"441-:1 a ,.,..-0.,„4-41, ,,44..731471,,,,,-' ''""Sa,� ;'"4:1,-- ;"''-* ----''''''''' ,iY.. ,,, d .- a - . ...iii 4, .,",T. • .:: ? x"43._ r r_ r _ 1 • , eAft....„ 1 //•• ,+ i� 'srfi*`"£�*+ ,t' 'Et°'£ i ,,,,., ,.4414X , t1'c.',"y X „,,..,-,-,,,,,,4,,,,,,,,,,,..N, X r4? • t`- . `�rr�..,x :s ad A`:,,,_3 a + +� s. A's' ' . +i1,,¢h»'a.y '; ��j i2 -,_• ..-i.„ , .e-,,„,•=,, e„,,,,„74,4,.-...:„,.,-;,0::.. t,,,,i-i-,,,,,,, ,If-i‹,, ,r.:!.•,-;,•,,,,,•--••• '• 11.°: , ,• 7.,4•4ii:4-1,--:-•7','..1, .,. ”" e 'c`'y a* tet- ..5 : 1 y 3§a $ ; 2}' ! e r ''' i of 14'V-1.4.0 �"QA(r' • c •wxf.4.4 a. A-15,„s, -,,...4,,,,a44, ,x"N^ ,`7$, a s :• fi a4tt .:a° ...,!,,c,„�` ~: r't% 'i' ;▪ ` .r PAUL W. CHAMBERLAIN SCOTT A.JOHNSON TODD M.JOHNSON PATRICK J. NEATON TODD J. KENYON CHAMBERLAIN, NEATON &JOHNSON Of Counsel Attorneys at Law 445 Lake, Suite 303 Wayzata, Minnesota 55391 612/473-8444• Fax 612/473-3501 July 7, 1993 VIA FAX 473-0510 Mr. Ron Moorse City Administrator City of Orono Orono City Hall RE: Roy Rasmussen/2700 White Oaks Circle Dear Mr. Moorse: As a follow-up to our telephone conversation of July 6, 1993 , please be advised that our office is representing Mr. and Mrs. Roy Rasmussen of 2700 White Oaks Circle, With respect to issues arising from Orono' s May 28, 1993 "On-Site Sewage Treatment Inspection Report. " In accordance with our discussion of July 6, 1993 , I am hereby requesting, on behalf of Mr. and Mrs. Roy Rasmussen, that the issue of the Rasmussens ' septic system be placed upon the City Council ' s agenda for consideration atthe council 's meeting on July 12, 1993 . By way of background, the Rasmussens' obtained permit no. 5286 from the city of Orono for construction of their septic system on August 17, 1978 in connection with the construction of their home. At that time, it was noted by your staff on the "Septic System Inventory Card" (copy enclosed for your reference) that the "Height of drainfield above water table" was + or - 3 ' . The system was installed as a "conforming" system. The Rasmussens' septic system was inspected on July 30, 1979, August 14, 1984, June 16, 1988, and July 25, 1991, and was rated by your staff on each of those four occasions as a "Code System, " which I understand is defined as: 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. Mr. Ron Moorse July 7 , 1993 Page -2- Mr. Rasmussen has recently encountered some medical problems, and the Rasmussens have therefore found it necessary to sell their home at 2700 White Oaks Circle. The Rasmussens entered into a Purchase Agreement to sell the home on April 27 , 1993 . Based upon the information that they had With respect to the septic system, there was no provision made in the Purchase Agreement for any repairs or improvements to be done to the septic system. The closing on the Rasmussen' s sale is scheduled for July 15, 1993 . After the Rasmussens had signed the Purchase Agreement to sell their home, they received a letter from the City' s officers entitled "Stricter Enforcement of Septic Systems Mandated, " and their septic system was inspected by Mr. Steve Weckman on May 28 , 1993 . At that time, Mr. Weckman rated their system as being a "non-conforming system" and listed the "potential for system failure" as being "high. " This, however, is the same septic system that the City' s staff had inspected four separate times, after installation--and rated as meeting all of the city' s code requirements and "operating satisfactorily. " Mr. Weckman, in his May 28 , 1993 inspection report, is apparently taking exception with the drainfield to the Rasmussens ' septic system, indicating that he has identified the water table at 37" to 40" , and requiring that "drainfield repairs must be completed within one year. " I understand that what Mr. Weckman is proposing as "drainfield repairs" is actually installation of a "mound" septic system, which will cost at least $8 , 000. The Rasmussens ' septic system has been functioning satisfactorily since it was installed. The Rasmussens cannot understand why a septic system that was installed in 1978 in conformity with the City' s code is now considered to be "nonconforming. " If this "nonconforming" status is based upon the City's assumption that the system is within 1, 000 feet of French Lake, the Rasmussens take issue with that position, because they do not believe that the distance has been accurately measured. If the "nonconformance" is a result of what Mr. Weckman feels is a change of water table level from August 17, 1978, the Rasmussens also take issue with that, because they do not believe that Mr. Weckman' s observations of "mottled" soil are sufficient to establish the actual water table level. We therefore request that the Rasmussens be permitted to present their position to the City Council at the City Council's July 12 , 1993 meeting, and obtain a cancellation of Mr. Weckman's order for repairs to the system, or in the alternative, obtain a variance for the system. Mr. Ron Moorse July 7, 1993 Page -3- Please confirm to me that the Rasmussens will be included on the City Council's agenda for July 12, 1993 , and, if possible, provide me with a copy of the agenda so that I can advise them as to the approximate time that they will be scheduled. If you have any questions with regard to any of the foregoing, or have any other information that you feel the Rasmussens should have before the July 12 , 1993 City Council meeting, please contact me. Yours very truly Neaton PJN:ln encl. cc: Roy Rasmussen Address 2-700Property I.D. ilyzji` ^Z3 2 £2 WELL DATA ,(Standard trench 1- ,D Mound . T � 1/ L/ I 11 System type D Other Legal Description _`i3174{ Re-4-5e, c y Permit No. 5 Date of permit_a'-/7- ' Installer Lt_f,e:-s1T,A1�rf ' No. Bedroom Garbage $ Building type „JeE1q»7Jt or GPO Laundry X Dishwasher X , Disponi _'? 1 ' l o SEPTIC TANKS:Materielr.--7-7. 1:—C;;;;;71)--- -2) /47,0 I f ie4s / t 6 EA4� i Proper outlet end Inlet r L / � ._...Baffles �/t[7'1� �q/Nt_�!�Liquid depth to AO level ,� ,1 o Height of tank bottom above water table iVe�',l.. Distance to nearest building , .. t± h 2 b GRAINFIELD; Total length of lines ....‘.22,212,_.Number of lines (r' Trench width 1 t="T Total treatment eras )sq.ft.) Height of drain field above water table 3 4.� )t i� w .fit , Type of filter materiel 7.14 I�C� soli type -�3t,AC-' . t& Aw1� �(,4 y �►.tE c", M1 Distance from nearest bldg. 7u /=� Tile size 1 r►+iT6 PViS 3 E3 -- 6 0 E _ `'' aro rate mirt/1n & S Depth of fill over drainfield ,i2-.7,2-1/ if Depth of rock over tile 2.-V" under the /2 u1 —. , I. .1 LOCATION SKETCH INS ECTION RECORD PUMPOUT RECORD P COMPLIANCE DATE GALLONS " DATE ' , \ 8-2.L.-78 NST4Gt zwrt .i G -co6. Joos) J s. / � � pi,'" � Irt 7^3Q-7q a ;Ad!), PO'C' pt .aX/t4r/Ez,� v'.\ 7:2511 I /19 SL ah -" rook] � 'N J� .• '100 a N r 11 )i / t 11 /h, * VINihiiiiii., rte. , -- - — utio In ude; 1) Well iocntlon gfrG �--•-- 2) Distance from house t septic tanks,dist,box, g�iru� and dreinfleld 6"cc`'"C rico 3) North arrow end road c- CONFORMING S—SUBSTANDARD N --NONCONFORMING 1,fN4. TO: Mayor Callahan and Orono Council Members Ron Moorse, City Administrator FROM: Michael P. Gaffron, Asst. Planning & Zoning Administrator DATE: July 7, 1993 SUBJECT: 2700 White Oak Circle - Septic System List of Exhibits A - Inspection Report and Soil Boring Log 5/28/93 B - Septic System Inventory Card C - Inspection Reports 7/25/91, 6/16/88, 8/14/84, 7/30/79, 8/22/78 D - System Design Report 1976/78 E - Letter to Owner Jason Becker 1/28/79 Sununary of Procedure/Conditions Encountered This system was inspected May 28th apparently at the request of the intended buyer or his lender who required a septic certification. Steve Weckman indicates that whether or not the inspection had been requested, this property would have been inspected later this summer as part of the regular program. Weckman's boring found that the existing trench system has a seasonal water table separation ranging 1" to 3" as identified by soil mottling and gleying, as well as noting an actual free water surface 1' below the trenches on the day of the boring. The system is clearly nonconforming by the definition adopted as part of our septic code revision in February 1992. The soil boring log indicates that borings were taken at the uphill side of the system, which would likely yield the most favorable conditions at the site. It would not be surprising to find no separation between the most downhill trench and the seasonal water table. In my opinion, Weckman correctly defined this system as nonconforming, and the inspection report indicated that the system must be upgraded within one year, as required by City ordinance for all nonconforming systems since 1978. Addressing Specific Points Made by Rasmussen's Attorney • System installed under 1978 code standards This system was installed in 1978 by Westonka Plumbing. Actual soil testing for this site had been completed for VanEeckhout Building Corporation by Soil Testing Services of Minnesota in December 1976 as part of the subdivision to create White Oak Circle. The design was done by Mr. VanEeckhout and approved by the City in April 1978. The system was installed in August 1978. Memo - 2700 White Oak Circle July 7, 1993 Page 2 All of this was occurring during a transition with the City septic ordinances. In early 1978 the City hired a full time septic system inspector and adopted a new septic system ordinance and design manual. The design manual (Resolution #894, Section 2, Item 1D) indicated that "for proper functioning of (a trench) system the minimum depth of the ground water or seasonally saturated conditions shall be more than 5'." Section 6 (B-1) indicated that "the bottom of trenches and beds shall be at least 4' above the water table or bed rock". The procedure for soil borings (Section 3) indicated that "soil borings at least 8' deep (5' below the bottom of proposed drainfield trench) shall be taken to determine soil types and water table information . . ." The system installed in 1978 based on information submitted by the builder and accepted by the City, met the code standards for a system built in 1978. • 1979 Code Revision In January 1979 the soil boring section of the design manual was amended to include the wording "soil borings shall identify depth at which soil is mottled, indicating the depth of seasonal water table." Further, the required separation between the bottom of the filter rock and the seasonal high water table was reduced to 3', to match the State recommended standards at that time. It was not the intent of the 1979 code changes to require that all existing systems not meeting the 3' separation be upgraded. Although all new systems were required to meet the 3' separation, no attempt was made to determine whether existing systems met the 3' separation. • 1992 Code Revision This policy changed in February 1992 when the City adopted the new MPCA Chapter 7080 standards which specifically defined existing systems not meeting the 3' separation, as nonconforming. MPCA took this position on the basis that effective sewage treatment stops when the effluent reaches a saturated zone, and 3' of unsaturated soil is required for adequate treatment. We adopted those standards because Met Council required it as part of our sewer plan update, and because DNR required it as part of the Shoreland Regulations. As Council is aware, staff did not start doing soil borings to determine conformity of existing systems until spring of 1993. • Mound not necessarily required Neaton indicates that "Weckman is proposing" installation of a mound system. Weckman is merely advising the property owner that the drainfield repairs likely will involve construction of a mound, but that the property owner must hire a site evaluator to design and construct a system that meets the code requirements. The City does not "propose" specific repairs but Memo - 2700 White Oak Circle July 7, 1993 Page 3 reviews those repairs proposed by the property owner and his agent for compliance with code requirements. If a site suitable for a standard trench drainfield exists on the site, trenches would be allowed. • Defining "unsatisfactory" operation According to State standards which the City adopted in February 1992, the Rasmussen's system is not functioning satisfactorily. This change in definition of what is "satisfactory" is having a significant impact state-wide, especially in shoreland areas where the DNR has made adoption of the standard mandatory. There is a move underway by various entities to make the Chapter 7080 standards mandatory state-wide, not just in the shoreland areas. • Establishing water table elevation Neaton's letter suggests that Weckman's observations of mottled soil are insufficient to establish the "actual" water table level. As we all know, water table level fluctuates from year- to-year, from season-to-season, and the perched water tables in the upper layers of soil fluctuate on a daily basis. The "nonconformance" of the system at 2700 White Oak Circle is not only related to the actual free water surface observed in a boring hole on a given day, but the indication by soil mottling and other indicators as to the highest seasonal water table that may exist from time-to-time. If the property owners wish to hire a certified site evaluator to review the site, they are welcome to do so. If the conclusion of their consultant is in disagreement with that of Weckman, then we would recommend that a soil scientist from the MPCA be brought in to make a final determination. Options for Council Action This septic system is nonconforming by definition and that status is not something that can be changed by Council action without changing the definition of nonconforming. The City added the MPCA's 3' separation requirement to its conformity definitions based on DNR and Met Council requirements. Council does have the option of extending the deadline for repairs or replacement. Staff has been in contact with DNR, MPCA and Met Council to discuss their positions on an extended time frame. DNR would not oppose a three to five year grace period for upgrade of shoreland systems which are nonconforming solely due to lack of required separation. Met Council indicates while they have no specific approval jurisdiction for such a revision, they like our,one- year limit and would suggest not extending past three years. MPCA indicates they have no time Memo - 2700 White Oak July 7, 1993 Page 4 frame constraints, and that enforcement is at our discretion. The MPCA 7080 standards were developed as a technical guideline, and their policy is to let local governments deal with enforcement. For the specific case of 2700 White Oak Circle, Council may wish to hold in abeyance any decision for extending the time frame until a general policy for the entire City can be concluded. We would presumably be prepared with a recommendation to be acted on as a septic ordinance revision at your July 28th or August 9th meetings. ch vo 4. CITY OF ORONO O Municipal Offices O O Post Office Box 66 AI Crystal Bay, MN 55323-0066 ��y�f l ON—SITE SEWAGE TREATMENT "�' .`lIItpe• INSPECTION REPORT 0111" 4IP 11C 01.' Owner: Pay PC/...S7106 Address: v;/U 1ti14h Oa C Permit #'s: 47Dates: 9—"0- /6 Contractors: //Z/#c K7 Tke,r J 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. JJ (This is r/-3.,an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): 7 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 4 g any pollutants into ground or surface waters. (3J "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 j . 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.) TANK CONDITION (5-10): 0 Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be puriped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be 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): 11 ?I nfield inspection indicates: 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.): /n).2,�pv.Z.Th POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): COMMENTS• Alce / . Ir r . 1a �.�E . ' 4 IIA Ar 4- • i"1 7 ►��■If��lTr. �i-I���FNy�L�� itiliitelMiTJ��Ai�6i ' • .ICt II,, ifrL�iii/��ri �►�t / ,_ i. �� ; -L:t/►fs7! Ei�•APr!xariag :Ll/./// ri ///1 a M7.. i `L'• oi L t pc'J;S� 4 � L� eld Date of Inspection Se. is System Inspector w, uy ON- year 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 pupping records. WHITE COPY!Inspectors File YELLOW COPY;Homeowner „.,t r c,••• P',-. ,, - •-i • . . ' • ''' ',,, , ”, . 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'' . ,', 71/*.)., ,c•-i 0 ' ''' „ . t .1,E" -.,, ' ,'. -‘, , • -:: ' , ' ,,,,P'--4 * %i.4? -40-'4,- ' ..;N,--4•I•t, kii 4.,, 4., 'tel.).'''" . ,;,' .'t s ',1.1'.''''' 0, r:t-,' ' :-.7--li'4'"i','s' •'` ,*,11,41 "'" , 1, 4- - -. ' ..r'• 4 L 41 7',''''.4 ''''1" ' ,';''.3q4''''''‘'' P 'f':,i...,`, , ' , CITY OF ORONO . Date ADDRESSConnected to ' CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer Address 2 OCA LJH [/ /TE A,. 2L�/, Property I.D. Oi'l-//7 Z3 142- CCZ_J WELL DATA %Standard trench DeAcr H I 0 Mound System type0Other �/ ,/ Legal Description /3/77 —A'ELD O ! cZm // r Permit No. ...5-2--(3W Date of permit E3 -/7—7' Installer _I� 7 A,'fi—A p No. Bedrooms Garbage m • Building type (��TcC6 or GPD y E/� Laundry X Dishwasher x Disposal }�? � o p -• p E a SEPTIC TANKS: Material f CtAc CL', Fetwj Capacity 1) /QC,i ) 2) �<Zia 2 pCc 7i PES / Pc w/coils SEt,c -7D - a 0 Proper outlet and inlet OK Baffles P!-/1ST1�S A/N!ftiS Liquid depth to RO level `7 y t + o •,1. Height of tank bottom above water table /U> it R. Distance to nearest/ building rte'--_5 t Q `" E • DRAINFIELD: Total length of lines �I) w 0 Number of lines Trench width 2 r":-"r 'f c /�} c W Total treatment area (sq.ft.) / �}00 Height of drainfield above water table 3 Type of filter material -/2- R�Ce- Soil'ty/pe BC,iaC� G 'AP);-' Cri4;�, ��jjS r"/E v�4.r, 8 ~ 5' Distance from nearest bldg. 7o r-2-.-' t Tile size 7 rwrurG'Perc rate 3 P — 6 O min/in E �+ c •E ,.o; .� p o Depth of fill over drainfield 12--2-47i Depth of rock over tile 2-`/1.. under tile /2 a u E c T. i. o a v r . i LOCATION , INSPECTION RECORD PUMPOUT RECORD SKETCH =c-t DATE p COMPLIANCE DATEjGALLONS / /N 1: 7771 9-ZZ-78 INSr4 -I A'TION � 6-5 O Z000 i/ \ -. 1 7— -79 ,un S.[Krim-ENr< ,y / r%u7uRE \ $-I9- x'-/ n)0 5,,'RF,Kn , /G, / per .Q>•' • S 'Y= \ �p hcc� sc 7%5 1 I• •. .4eve 'a*— is PI• -. ,co .a .i • ...?.7 // I/ frink-S S k3 - 0 tilliati% ...,:-..-1 /op c ...,......--413.. 4 -Ns''''."----\°12 - II - • G 1 ' . O � In ude: 1) Well location 2) Distance from house t . septic tanks,dist.box, 8agt® and drainfield C-CONFORMING S-SUBSTANDARD N -NONCONFORMING 0"c"n�3) North arrow and road • 1 I .� On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY • INSPECTION REPORT OF POST OFFICE BOX 66 1335 S. Brown Rd. ORONO Crystal Bay, MN 55323 473-7357 ' OWNER yPC15ThI/ }- .1:72709ADDRESS > A/ DGS'- t (�Vc/ � PERMIT NO.'S. - ?"3'4 DATES P--17-7? CONTRACTORS fig, if Ile, 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) 24 1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. LI 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no major upgrading of the system is required at this time. ❑ 3 Does not meet current City standards in many respects relating to design, construction, or location.Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at this time. O 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 ( 2 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. 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 (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 sffbU O oe iSumpedout 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 O High water table 0 Low air O Lot size -54-Medium Poor O Lake,wetland,or stream 0 High 0 Inadequate ❑ Drainage 0 System is causing visible s rface •ischwgge. L COMMENTS: Ii/K L�. ',/ M / Ii ! I me, /)a/e ,/rL�/ _ ;'e I ill.• C e_ d--�S©Gird c >>/1G/ ,JvT Y�c2>� /� deieni- f� . ' 1'V 1 - _ �l 7--,;- ----.71 iffr Date of Inspection .eptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/ Inspector's File GOLD COPY/ Homeowner l\ 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 /t ��" take-- JO6-2. SMI Fee- ADDRESS (9700 whit, K- C rtief 1.41.. talo OWNER ff,, '' PERMIT NO.'S. 256 DATES g-/q-?-5��8 CONTRACTORSW ' P1,0g. 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 theaddress has been inspected and appears to fall into the category checked below. (This is existing system 0 new construction) 2 1 I Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. 0 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes. System appears to be functioning properly;no major upgrading of the system is required at this time. ❑ 3 Does not meet current City standards in many respects relating to design, construction,or location.Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at this time. J 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 ( 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. 've 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 D ainfi d inspection indicates: should be pumped out as soon as possible. Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped 0 me 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 (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 Fto Expansion ❑ Soil table„apd system condition) /Adequate O High water table w 0 Fair ❑ Lot size 0 Medium 0 Poor O Lake,wetland,or stream 0 High 0 Inadequate O Drainage 0 System is causing visible surface discharge. /� COMMENTS: 0 .I A ' I J! — ./a kb° P...ALA— I s/• ✓1� IavO I ' /I// /// I.- . AA _- ,Aa -3 (�,r✓c_rS d (t,--I to -6Bii�� /��: . Date of Inspection Septic Systemctor 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 ON-SITE SEWAGE TREATMENT Lake Minnetonka INSPECTION REPORT POST OFFICE BOX 66 CITY 1335 S. Brown Rd. OF Crystal Bay, MN 55323 ORONO 473-7357 OWNER Icy Ri/NSin ustGN ADDRESS o7OO Wi4 TE CAtc C l(ZCI PHONE 1 PERMIT NO'S. Sc 8G DATES <-1" /7 Thr 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: �n— 1 Meets or exceeds current city standards in all respects relating to design, construction, and location. Appears F— (— to be operating properly. ❑ 2 Does not meet current city standards in some respects relating to design, construction, or location. Appears to be operating properly. ❑ 3 Does not meet current city standards in many respects relating to design, construction, or location. Appears to be operating adequately. D 4 Does not meet current city standards of design, construction or location, is being overused, or is failing to properly treat and dispose of the current input and is therefore endangering a water supply, is a source of pollution to surface or groundwaters, is creating a safety hazard, or is otherwise creating a public nuisance. Please contact the inspector to discuss requirements for repairs to your system. Soil testing may be re- quired. In all cases a design and site plan must be submitted for review. Your contractor must obtain a permit before work is started. WORK REQUIRED: O Septic tanks must be pumped within 48 hours. ❑ Drainfield must be repaired or replaced within 90 days. ❑ Inspection riser (4"diam. pipe) must be installed in each tank. ❑ Tank inspection indicates maintenance pumpout is needed as soon as possible. City ordinance requires that tanks be pumped out every three years. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for 0 Slope (depends on soil types,water Future Expansion Ug Soil table,and system condition) Ei Adequate ®High water table ® Low Fair ❑Lot size Medium 0 Poor ❑Lake,wetland,or stream 0 High 0 Inadequate Drainage 0 System is causing visible surface discharge. COMMENTS: Date of Inspection peptic System Inspector This report must be kept on the premises with system location and pumping records. 111IU ITC (`r1PV / Inrno,+nr'a Fila (infn rnPV I-Imm�n�n�nor S k �: r D D D .1 i i 1 in 4 33 2 no no 9 21w s�ii � to c \ m , •. E DODO a X " D T » � — Q � �_ ai a a o 3 w I � 7 =. w Q � C - p. u' 7C A Q. C _ p O 7p Q M p 21 I gmz . :1-' .'11:.1: 13 2 js_a .: — w o3 X • I Ici 2 aCgi : o 3- .. , g w O + if • c 3 1n • n » i � � 1 v a 3 i t S ` ? ? 1 z or 1 I ext o 38I " w . ... g oi r� Q o a s «co r, znao _ SE M .41111H- . ::::::- w °lit ' . ,.,...'''''.'''.4:::.''',1':.:•:.'1, s i 8 i , : < = ? • a a 3 i . a , o cr. r‘t • 3 g 2 ; 2 8 o ( 1 o 0 ..iiiiel a 4.1, .A — '113 it - - -- . s - t ill ' s' .. . bi i 1 i 31 m k t :-'''' .:','41 2 4 ,,,,,„::1:34... 1,, Ii � � < I . till 3' R p ifi as� 2. • 3I yr4 ` < ,,.....,..... , ,....• . . _ o, i.,.. a "„„, ,.... , , .„.. . . •... .. , ,. .., x .. .•� 41 4 ,. 7, tits f�} ��� �z 3 .p y,.�v ,� -�- [-;,4:',...-i.:.,. a ssx .+ ' �wS "s$:.�3r� $.a ';a,A�. ? art& j "g"a�i'i 4sr�ua�k .x4x4� .fi„ z „im,�i r � ...04-,...14'..,r:..q�� K ,l+«'4r �hNi 4_‘ e. .. r r 3 k ii"?4. On the North Sbore of Lake Minnetonka a ON-SITE SEWAGE TREATMENT INSPECTION REPORT I t 1 ' POST OFFICE BOX 66 173.7357 I,f 1336 S. Brown Rd. t': Crystal Bay, MN 55323 OliONOOWNER1.t �Ll 5.t ._ N. `Jll1> 4m ADDRESS 27n0 wkirCt2Ar f^ << tt r,. PHONE PERMIT NO. 52 8 . DATE 8-17- 7E I& City Ordinance No. 210 requires that each onsite sewage treatment system in Orono be inspected on a y.. A regular basis. I have inspected the on site sewage treatment facilities at the above address and find the system 9 O classified as: 9 R`` 2 4 ( ,... E CONFORMING. Meets all the location, design, and construction standards of the Design Manual and f°� ..../ is operating satisfactorily. Careful maintenance of your system should ensure continued 2 satisfactory operation. Q o C SUBSTANDARD. Does not meet all the design, location, or construction standards of the Design t in cc Manual but is operating satisfactorily. Your system must be inspected yearly and may require a reconstruction at a future date if found to be failing. a; J o Li NONCONFORMING. Does not meet all location,design,or construction standards,is being overused. " o or is failing to properly dispose of the current input and is therefore creating a public nuisance. L. endangering a water supply, is a source of pollution to surface or ground waters,or is creating r W a safety hazard. YOUR SYSTEM MUST BE RELOCATED AND/OR MADE CONFORMING iii k Q WITHIN ONE YEAR FROM THE DATE OF THIS INSPECTION.Please complete the encloe- ed application form and submit the required materials for review and approval. Your COMM. w for must obtain a permit before work is started. W cc Septic tanks must be pumped within 48 hours. W `c E Drainfield mutt be repaired,altered,or replaced within 90 days. 0 0 "-.;;" rJCOMMENTS: C t rY cr,pax t tcvuiQF_s rIAf ?AN AS AO' i.tw.1i+ar" A•1` LEAST' (mg* ei'r ' _IC,. wrcAty rms. 771 h'}OL/E AtC.kMki.arncri SettD c- S frinvk r F I&I.) Ar").L> t c.4 LA-7 r Joni L.t..D ocPs fall) c i c..P- 447 CITY e c-fic L. ., ED Inspection manhole must be installed. Please call me for details, FR -- :7-, 2- 7 ES ..,...?,,,,ig.r,de f')/2 t I .c Ion Septic Swim Inspect&40.16,01/4._ Dote n lap t // `'x This report must be kept on the premises with system location and pumping records. White Coprllnsp eter's/n. gold CopyIHom.ownsls « r S ;M wFr F • CITY OF ORONO SEPTIC SYSTEM DESIGN APPROVED • X APPROVED WITH CORRECTIONS DISAPPROVED ' t ' Address 2700 !,c)kt,rE DAK ct,eccF (i....,- #) e,f3 Builder/Contractor VA", EECjfo 47 f;,-.) �� Comments: 1, 2 AlTh TarNK /kiwwT BE *7,50 ,(iwi ) -., • + -C I • . — 4: __ . _.11 PS 2. 'Ali-tee s vrrErt -rte ge s'w,ctluiCr r) "s Pee_ REviseo Sire" PLAAJ t1 CCOgpIe1 t= -m 12Qmeia rAcio�- F �u 3 . De4iF/ELD s r+lurr _ 441rffhtillka, • •Pip F 7a ., ; ENSURE Aio sou. D1traitSMCE. TH1J /n,Ci.uDF.,S Ivo FALL 4".4J NO yFNIc LE Tr ,c 1. P. _ Date Sept c Syste nsoector R • 1,. ' "64 *, l', ft :a � f �X � 4 � a +3' +3'r`;, Y r . .aka wee . .4141 .fix«; Z SOILIIIIIIIIIIIIMIIIImwmmimPmlsliI.l TESTING SERVICES OF MINNE�INC&* „`W 1� 2405 ANNAPOLIS LANE ' < SUITE °'�x" rf 0�� MINNEAPOLIS,MINNESOTA 55441 61 11D00� „ A 1 1December 8, 1976 44w *i 3 . is7Q , vol) Ece:khout Building Corporation 7 1055 W.yzata Boulevard Wayzata, Minnesota 55391 Attention: Mr. Chuck Van Ecckhout 5T5 Job. No. 90880 Ra: Soil Percolation Tests on Tract A of Registered Land Survey No. 1340 4. Located East of Old Crystal Bay Road in Orono, Minnesota. r Gentlenen: • We ware retained by you to perform soil percolation tests at the above site. These tests were performed during the period of November 30 through December 3, 1976, at locations as shown on the enclosed soil percolation test location diagram. The procedures utilized in this testing were in ac'ordance with the methods des- =ynated by the Minnesota Department of Health, 1971 , and were somewhat modified by our engineering .judgement. The attached log sheets indicate the: observed percolation rates at each of the test holes (P-1 through P-48) . The observed percolation rates varied from 30 ; i to 100 minutes per inch. The average percolation rate within the preferred effluent disposal system area on any one lot was less than the maximum allowable .'ate of 60 minutes per inch, as recommended by the Minnesota Department of Health. Based on these observations, the installation of an individual soil absorption system will be acceptable in the preferred septic system disposal field areas as ^. tet ted. i Wal oho.•.0 Kwar.y.P.E. CHICAGO, PEORIA, ILLINOIS • WASHINGTON,O.C. • CEDAR RAPIDS9OWA CITY, • IAEIAwnMAAMVW/RSIPOPp .M P Gs..&' P•S DAVENPORT,DES MOINES, ne IOWA • WICHITA,KANSAS • SAY CITY,DETROIT,GRAND • C• ro rIo*OwHreCamel l CNd�N IIMr.�.E RAPIDS.MAROUETTE,MICHIGAN • MINNEAPOLIS,YINAINIA,MINNESOTA • IT LOUIS. • R•rAlMtT MW A♦ TwtW Awes H,Overtop*.P E. MISSOURI • PAIRFAX,VIROINIA IMI• n"I EN RAY,MILWAUKEE.WAUSAU.WISCONSIN • E*viterale M,end R.Erie 2,mmeern"MO..P E MADRID.SPAIN • RANOKOA,THAs °..r ErM1EtlM R W WoIAI•rtM.P.E. • • Xan Eeckhout Building Corporation Ka December 8, 1976 ` Page two In addition to the above percolation test holes, eight test borings (A-1 ,,rir through A-8) were drilled to a depth of 13 feet below the existing ground surface • to determine If the water table is less than that depth. According to the reed- ings listed on the log sheets, It is our opinion that the level of the longterm ground water table was located at a depth greater than 13 feet belowthe exist- . ing ground surface in most cases, and below a depth of 8 feet in all cases. Fluctuations in the water level may occur over a wide range, depending upon e' the amount of precipitation, evaporation and surface runoff which will vary with seasonal changes. Based on the test results, installation of individual soil absoprtion dis- posal systems should be acceptable for a recommended design rate of 60 minutes per inch. The observed water table in the area is at a depth greater than 6.5 feet below the existing ground surface, making an absorption system acceptable accord- ing to state code regulations. The provisions of the "Ordinance and Code Regulating Individual Sewage Dis- posal Systems" (1971) , as recommended by the Minnesota Department of Health, as well as any local ordinances and codes, should be followed in the design and in- stallation of the disposal systems. If there are any questions with regard to this report, please do not hesi- tate to contact us. I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, Very truly yours, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY SOIL TESTING SERVICES OF MINNESOTA, INC. REGISTERED PROFESSIONAL ENGINEER UNDER THE :AWS OF THE STATE OF MINNESOTA.4222°""4"1"-- 3""'"-w--,9C2.444110 "-•. James H. Overtoom, P.E. DATED / REG NO.07e, L Registered Professional Engineer, Minnesota Enclosures: Soil Percolation Test Location Diagram Percolation Test Summary Sheets General Notes Unified Soil Classification System JHO/lw ., .M�«........+wr...i..ewA........r M........i.,.w.....J....,.a.w.,.....r.,54 •5,r.�..,.......w-,,,...,.. ..,. tb Y, ao _ * s • OLDCRys L sip YROAD > : Rrt/ ti .1:1 ' y q ` k k Y •'�` r ODi O A Z n -10 ,il A .. ONO OMR OM OM tillit Mei ,'7, O Ell — —IN N t "I'l .4=6 1111k1, •ji"..42. A� Ell -- - .b 1 ,554 O T. ' c VP ai • i ,13 �� ► co z Isis. � : L4i ? t 1 1 rk -1 y ,. 'INV 4 .... a4 `it'a' '+' n'✓iX' :In.. v.. '�r...40J1WA1.-.4.gy'r..Fe'..- �,'Y e} e. ce <�3 90880 :�. . . ;, Job No. y iesie, colati on Client Van Eeckhout Building Corporation + ! A Site Lot H, Tract A, R.L.S. No. 1340 SummarySheol Orono. Minnesota HOLE RER A-8 P-43 P-44 P-45 } �1DEPTH OF HOLE 13.0 f t. 3.0 f t. 3.0 f t. 3.0 f t. 4,-- x11' ,. 4,v . PERCOLATION RATE MINUTES/INCH Not Observed 50 min/inch 48 min/inch 56 min/inch r .; SOIL PROFILE DEPTH DESCRIPTION DEPTH DESCRIPTION DEPTH DESCRIPTION DEPTH DESCRIPTION x., 0' - Brown sandy clay - 0' - Brown sandy clay - 0' - Brown sandy clay - 0' - Brown sandy clay 3.0' (CL-SC) 3.0' (CL-SC) 3.0' (CL-SC) 3.0' (CL-SC) 3.0'- Brown silty and 8.0' sandy clay - (CL-SC) rt- 8.0'- Dark brown silty '' 13.0' clay - (CL) lr ' REMARKS Iaa1e- level. Dry while drilling. Dry after boring 24 hrs. t �.w Wiz_: 90880 �= Job No. �rro anon est Client Van Eeckhout Building Corporation 1 Site Lot iii_ Tran A_ A.L.S. Nn, ]34 . Summary, Sheet Q ..v Orono. MinneSots 4 MOLE WEUWO R P-46 P-47 P-48 J t 1, CEPTH OF HOLE 3.0 ft. 3.0 ft. 3.0 ft. k 3 ; PERCOLATION RATE e MINUTEsvINCH 60 min/inch 38 min/inch 50 min/inch w ROIL PROFILE DEPTH DESCRIPTION DEPTH DESCRIPTION DEPTH DESCRIPTION DEPTH OESCRIPT/ON w 0' - Brown sandy clay - 0' - Brown sandy clay - 0' - Brown sandy clay - ! 3.0' (CL-SC) 3.0' (CL-SC) 3.0' (CL-SC) � i , REMARICS 1 -_ i a \ 766.28' • Na * ) ) ) \ \.. , . ( • i , \---4' di. ) , /lit, 1 )) ;1 I ' j __ '"p jai . - • --. i , ,�,- . , 11111b jos V -- _ // . . / 1 .i y,,,,,1:2 ,/,/,,/. dg:. ' . / L 0,0 `.,4. i fri ........›F., ),,• _ / N:, • . .' ''' ( ., „•,, // ...:, _! • / ( ! ...0" ip. , 4- 7 Of ii t i / i ar / § I / t e ,/ 3 . (\ N.,, .. .. . r....... ,,,,, % % \ \ % e 1 i ilf e ', """"..., ii \ \\ 0,\,, , \ i 411144. ) / i / i - 4. . • . \ : / / / i / I 20 0' • : �' ).o .� 34 . 95 "1 17tM' . r.M. • L,L. 1 ' rt6 •. • h • - , u s, te 1: r • T..phone 4ramat • 4 44 CITY of ORONO• Post UfRee Box 66•Crystal Ray,Minnesota b8, 9xMueicipal Officio On the North Shore of Lake Minnetonka ,s, ?7RONO. December 28, 1979 { Mr. Jason C. Becker 9200 Wayzata Boulevard Minneapolis, Minnesota 55426 Re: Your letter of December 20, 1979 Dear Jay: You do have two 1 ,000 gallon septic tanks. Each one should have an inspection/cleanout pipe at the inlet end of the first tank and the outlet end of the second tank. These pipes may have been covered up when the lot was finish graded and may have been broken off or pushed aside at that time. The tanks are fairly shallow and using the dimensions on your drawing you should be able to find the holes in the tanks by digging down a foot or two. The 50' water table you referred to is the static water level in your well. Without getting into it too technically, this level is due to the water pressure in the sand aquifer in which your well terminates. The attached drawing should help explain it. The water "table" that may have some effect on your drainfield is a seasonally perched water table due to surface runoff water from high ground settling into lower flat areas and soaking in. The rate and amount of water flowing down into these lower flat areas is greater than the rate the water can move downward through the clay layers of soil below the topsoil. This causes a buildup or saturation of the upper soil layers until the water gets a chance to move downward. If the saturation level of the soil increases to where no more water can be absorbed, it is feasible that further loading of the system (flushing toilets, etc. ) would cause sewage to overflow the tanks at the inspection pipe or back up into the house. Not likely, but possible. Whenever possible we try to get the contractor to keep drainfields in the more desirable soils. Your existing drainfield was installed so as to eliminate the use of a pump which is a mechanical device and therefore prone to failure. If at some future time your present system drainfield ceases to function properly, you could always pump up to a new drainfield on higher ground to the southwest of the existing system. Hopefully this should not be necessary for 20 to 30 years or more. If you have further questions, please do not hesitate to call or write. Sincerely, Michael . Gaffron Septic System Inst- =c:tor • MPG:kh . :x �V '$,V,n{ , - - ax ids tt ` f'ka?,u 16c �.-4,"'f�. "ga;'�°' P��T#d�a".e, `€� n .M�"3, i'' a ,M ." 0 ' aw$ON C. SEC1IUR ; •SDO WAYZATA IOULZVA11D ,ii "", ` ie a� MINW APOUS,ItINN[isOTA iU4$U 11 itjJ � ��F •# December 20, 1979 , OEC 28 19T9 ,e1P415w xA s , CITY OF ORONO Mr. Michael P. (saffron { Building Inspector City of Orono , P. O. Box 6 6 ��'' Crystal Bay, MN 55323 V� 4. Dear Mike: ' ` Thanks for sending me the information on my k septic system at my new house at 2700 WhiteOak Circle. AX 6 As I understand it , there are two 1 ,000 gallon ,xr septic tanks. Does each tank have a separate outlet for pumping out? I can find one outlet in my yard, but not a second. itv The only question I had was whether you antici- pate problems because the water table is at 50 j feet and, therefore, in the springtime the water I table rising up may cause some filling of the septic system which would cause backup possibly into the house. Is this a potential problem? Thanks for your help. 1. Yours truly, i ' .JCB: bbh 1` t i 1. ' .4,'* 12;14-,'�.,,'./117, -;-,,,',,,I. ,', ,.�r s.,; ,ec.t ig # cam.'4.s "moi cr,'H ,,_ 044 - - �i 'fes, � "•<' �t �-�4 .ti.+�"L-�'b�t ,;.�� .� '+"y e.+kY;�c''S �Ak � ..:. _ r ' S K DAT! TIME JRONO CA.*ED•INt '' , #" PION NOTICE SCHEDULED iw .IIT NO. COMPLETED B-� 3 ' rr i , ,,x, , b ADDRESS i70,eO •coif rt"E 0..er C,�ect-£ � _ CONTR.W'ctZ "/d4 ', OWNER i'" a�� ,� 1 O FOOTING ❑ PLUMBING RI 0 SITE INSPECTION - ",c;; O FRAMING ❑ MECHANICAL 0 "r Qc a. :/ FILING ?�IO INSULATION 0 WATER HOOKUP O LAKESHORE/WETLANDS e '0 WALL RD. O METER SET/TURN ON 0 LICENSING yu 0 FINAL 0 SEWER HOOKUP i_ 0 COMPLAINT I k 0 PROGRESS XSEPI'IC INSTALL. t!/ 0 FOLLOWUP %.",'",f, a0 DEMOL. ❑''SSEPTIC PAINT. 0 ; ; ❑ FIRE PREY 0 WELL TEST PUMP . / 1 COMMENTS: N e — ice. O __..___.._...__. '� 9 #t4. l' o ct 1141A:111$1 II c .I,P. a• W ior. .4. -,k,:,0 s , Dcol/NF/ez-fl Z y„i.tH„T' -� ' _ ri csy a Wj�WOHK SATISFACTTRV PROCEED OPHOTOTAKEN p/❑•CORRECT WORK A PROCEED V 0 CORRECT WORK CALL FOR REINSPECTION BEFORE COVERING O CORRECT UNSAFE CONDITION WITHIN HOURS,INSPECTOR WILL RETURN. C)STOP ORDER POSTED.CALL INSPEc'TOR • f INSPECTION REOUIRED CALL TO ARRANGE ACCESS. ' Please call for the next inspection 24 hours in advance. Owner/Contr.tron site _ — ,: , ,,,,,,,.,,,_,,,,,.. . .,,,..,0,:jasas,*,..i.ow 7- ,%.,;.,„4 o *06,400440Aligiglitati,*,,,,;- ,4)1;fpj;‘,4C,40,4,:.t.t,L,,,,,,,,,r,.„. ,• „,,, ', . * -'^ -, .' , _ :':''-'' • City permitN? 5286 Contractor It/Iare.ie,t,f.".e... O`!..r.imilti Address ivt.,.c+K. Owner /6.4.....kt-c.re, >iGi'Tt-,at"ri..J Address P7,4-0 alh ZfiC d*,�-c r✓ State License No. City License No. GENERAL PERMIT 1 CITY OF ORONO 1 Crystal Bay, Minnesota 7/ r 473.7357 / 7 Date 1- 1 Parcel No._ 1 Section No. Lot Block Subdivision Plat No. Other Description: I hereby agree that, in case a permit is granted, all work which shall he done and all materials which shall be used. shall comply with the City Code of Orono applicable thereto,and shall include all additional specifications as listed below. p:. Witer Meter: Fee S tt, Sewer Hookup:(City) t're S ' Install Numbing Systems: Fee S Instate Synge Disposal Symms: I°ee S v[`• Slgh a eNihon 24,/ � ll' e`2" 3 Nein want Hookup:(City) Lire S !/ � Install Water Supply Systems:(Well) Fee S SAC Fee S Siena! of �pff chef Sha Surtax. Fee S Xi total Amount hid to Clty Fee S ,Ile'se, Code:WMt .FMe Copy;Canerylnspector's Copy:Mnk•Fimnce Copy;Gold•Applicant's Receipt ....... .. .. ... ......0.e e, - `�, t 4 . , . • ...-•;',1•• : . 1 ;•.•': .. . • , , ••tt"gi "'• • • 1 • ,-(..i. 7,...-r-r-.;;-7.-.•..4it.` , , , .. ,_•,_ __ ' ••.4.).4••igt4,... 4 . I4 PLOT PLAN i o - -00 , • hi ' 4•1 ... . •,. . . . , • 4.,7...,1 • 41,,,,.... r.:4,411. •. • aiiii.,.. ,fia - . ,. I I •••• •• ,- , , ' .......at .: ' • .ft. .•All,t ' " •..?,...Zts,,t...,.j.'".... 1.; %•..<'-..:,ei.,.t.•''.l,....1:.1.$/.7t,.. •rt!i4!.1,4-,.*..1.,,$tvKP •.,• FOR: I 9 , '•:., RL,-'.....'1... O.r..)F-..;?.,, 0--;.".4 ,"„!•• , M I NN•1"I•::i- . 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