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Home My WebLink AboutSeptic/sewer info . � °�U , CITY OF ORONO O O Municioal Offices a Post Office Box 66 �� Crystal Bay, MN 55323-0066 � � ON—SZTE SEWAGE TREATMENT INSPECTZON REPORT ti ��9k o��G ESH � /�:�(� �r.��--� -� IZ� Owner: � (/�S ��Address: S t � Permit �' s: �iC Dates: // /� � 'Contractors: `////Jl/�'I'� City ordinance nunber 100 requires that each on-site seuage 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 [ ] new construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM"-A system uhich meets all the location, design, and construction standards of the current City Codes, and uhich is operating satisfactorily by treating and disposing of the entire current sewage input uithout 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 instaltation, and uhich is operating satisfactority by treating and disposing of the entire current sewage input Without discharging any pollutants into ground or surface uaters. 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 tocation, design, and construction standards of the current City Codes and uhich is failing for any reason; and any system uith less than 3 feet of unsa rated soil or sand betueen the distribution device and the limiting soil characteristics. D��.,�r- �,�� s�9b � � � (The Limitin g soil characteristic �3--has or [ 7 has not been identified at this time. I the limiting soil characteristic has not been identi fied, this classification may be subject to revision.) /�✓� TANK CONDITION (5-10): � / �y� T�Q�c inspection indicates: �.�� ( 5J Punpout not needed at this time. �"6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. si�''�A 7 Solids accumulation in tanks is at a critical level. Tanks should be punped out as soon as possible. System is discharging to the surface. Tanks must be pumped out uithin 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 punQout. If tanks have not been pumped out uithin the last three years, they shoutd be purt�d J� OUC �IOM. 10 Inspection pipe is located directl over tank baffle (does not give accurate measurement of solids acc�anulation). If tanks have not been p�rnpe�out uithin the Last three years, they shoutd be pumped o�t now. DRAINFIELD CONDITION (11-14): Dr field inspection indicates: 11 Drainfie[d 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 lnspector imnediately. Repairs must be compteted uithin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ��f� � COMMENT�: � �N O � c» � S �� S/7 � �-�� -- — � n�- Date of Inspection Se ic 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 certtfy 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 pre�nises uith the system locatien and pumping records. WHITE COPY/Inspectors File YELLOW COPY!Homeowner CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT r�`,� � INSPECTION REPORT '�� G~ � 9kESH�g' Owner: �.�I'- Address: �.,,(r��t(.� `�il��'�F-L�!//z� / J� 1V�• Permit #'s: Dates: /�� Contractors: . �/��[,/�Il"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 [�1 an existing system [ ] new construction) SYSTEM CONFORM[TY (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 uaters. 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 uaters. 3 "NON-CONfORMING SYSTEM"-A prohibited system; a system located uithin 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 uith less than 3 feet of unsa rated soil or sand � between the distribution device and the limiting soil characteristics.��r �> ti�� 3��9j� i`c�rr (7he limiting soil characteristic �}—has or [ ] has not been identified at this time. I the limiting soil characteristic has not been identified, this classification may be subject to revision.) /�� TANK CONDITION (5-10): � /' � � inspection indicates: 5 Pumpout not needed at this time. S ,.o Soltds 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. System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface dischar�e. �s 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 uithin the last three years, they should be pumped � out nou. 10 Inspection pipe is located directly over tank baffle <does not give accurate measurement of solids accumulation). If tanks have not been pumped out uithin the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr 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 [nspector irtmediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS (slope,setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): �c COMMENT : � � + y� p - ,� r s � s n ' � - ✓�'¢xT%r- Date of Inspection Se ic System Inspector �� n�U?��. Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properlyi but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with the system loc�tien and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 5 5323-0066 � � ON—SITE SEWAGE TREATMENT �, INSPECTION REPORT �� Gti �kEsKo�`'� Owner: /'lrS. �)')^l�� ( ,I�C�� Address: /�� .��C%�� rn�1✓1� 1�� Permit #'s: Dates: ��/�—O,� Contractors: J�U��l'�- City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-stte sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (7his is l,�l, an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYS7EM"-A system uhich 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 uhich 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 C�des and which ts 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 ,4(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): �=� T�c inspection indicates: �5J Pumpout not needed at this time. b 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. � System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. Inspection risers missing-tanks could not be inspected. Ins � risers 4" dia. i e must be installed i tank at next pumpout. If tanks have not been purtipe out wit in t e ast t ree years, ey s ou 10 inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out uithin the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr nfield inspection indicates: �1 Drainfield is dry, no surfacing evident. -i2 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector imnediately. Repairs must be completed uithin 90 days. 14 Drainfield extent and condit9on unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ��„ � �/ � COMMENTS:�'__i��{��}�- �.e1�c' f`,t�l� S '"lSf�1�S', � 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 wtll continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available information. 7his report must be kept on the prEmises uith the system loc�tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lake Nlinnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER ��►"�� I/�� t'rz��V ADDRESS �� l,F�� Y/�r,� l�l�l PERMIT NO.'S. �/� DATES �r��UJ CONTRACTORS SL�lJ►�n City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage treatment system at the above address has been inspected and appears to fall i�to the category checked below. (This is �-an existing system ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly, �2 Does not meet all current City standards for new construction (1978 Code1 but in most respects appears to be designed, located, and constructed generally in accordance with previous codes. System appears to be functioning properly;no major upgrading of the system is required at this time. � 3 Does not meet current City standards in many respects relating to design, construction, or location.Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at this time. � 4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and dispose of the current input, and is endangering a water supply, or is a source of potlution 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. �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 �L '�.Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace- �� Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) �Adequate ❑ High water table {�-Low ❑ Fair ❑ Lot size ❑ Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High . ❑ Inadequate ❑ Drainage ❑ System is causing visible surfa�discharge. i / COMMENTS: � r' —� �� S O ' � � I �P l��P ►'Y,� - i � l� ar r ��P_ � -- �� S��' P�''"'� no�. 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 ' Spring 1994 - SEPTIC SYSTEMS VS. CITY SEWERS - WHAT DOES THE FUTURE HOLD? The State mandated upgrade of septic systems located less than 3' above the seasonal water table will again be a topic of discussion among Orono's rural residents this spring and summer as the construction season gets underway. City staff estimated last fall that as many as 600 of Orono's 1100 existing septic systems don't meet the 3' separation requirement, and will eventually have to be upgraded or replaced. The process of identifying those "non-conforming" systems began last summer, and is expected to continue over the next five years. STUDY UNDERWAY ' In September 1993, the Ciry Council ordered that a study be commenced to consider the implications of requiring non-conforming systems to be upgraded when any type of building permit is requested; to consider the implications of requiring such upgrades in areas that might be served with municipal sewers in the future; and to review the possibility of amendments to the City code and Comprehensive Plan to implement the results of the study. The study is nearing completion, and questions which will be addressed include: • Identification of neighborhoods where future sewers might be needed due to small lot sizes or other factors. • Analysis of whether individual lots in those neighborhoods have the space for system replacement. • Estimation of the cost of septic system replacement vs. costs of municipal sewers. • Consideration of the planning impacts caused by extending sewers. • Review of what financial aid is available to residents to upgrade septic systems. • Examination of the limited number of alternatives to sewers or septic systems. • Analysis of whether the deadline dates for required upgrades or system replacement are feasible or practical. The intended result of the study is to determine which areas of the City, if any, will be provided with municipal sewers, and establish an expected time frame for that to occur. Further, those areas which will not be provided with municipal sewer in the foreseeable future will be firmly established. Finally, if extending the deadlines for required system replacements is found to be appropriate, then those deadlines will be revised. UPGRADE MORATORIUM EXTENDED Last fall the Council declared a moratorium on the enforcement of City ordinances that require upgrade of those systems which are non-conforming only because they don't meet the 3' separation requirements. That moratorium has been extended to September, 1994 but may be repealed sooner if the study reaches its conclusion before September. In 1993 the Council also adopted an ordinance allowing up to two full construction seasons for repair of systems found to be non-conforming due to lack of separation. Systems identified last summer would still have until the end of 1995 to complete the necessary upgrades. crrY or oaotvo oete , ADDRESS � Connected to CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer Address �� i�ACk;F'77S � C=iiU' /`L� Property I.D. IJ II7•-`-� 3� (�n/� WELL DATA .�Standard trench �p.� � � �,N,.T�� I I O Mound System type ❑ Other Legal Description r`�'�rM`��Mr, pF �t��, f�.;-, p � I � L Permit No. % ��'� Date of permit /�-�� ` �� Installer �t/LL�U,/3�1 � � a, � �M� No. Bedrooms Garbage ,� �„ �Building type �E .\lI> -7VC � or GPD �- }3;� Laundry�_Dishwasher Disposal q � = I � o p a � SEPTIC TANKS: Material C�c.,r��c• . �i-��cf.•; Capacity 1) �C�C7 t 2) �`O '� ° Q c �'Cll"'IF'-{`l� It 1 3�/Sv y�/S z: � �, � Proper outlet and inlet �K Baffles (uLLiLJ/LL{ �fa`/ Liquid depth to RO level y -�" � ` °' O / � �Height of tank bottom above water table _/tit�A/� Distance to nearest building ��--U N � � � � O ! DRAINFIELD: Total length of lines �9C� Number of lines �' Trench width �_ 1 N Y Total treatment area(sq.ft.) ��n Height of drainfield above water table 2� ± � � u Type of filter material Soil type GC'?+�.y ,C/ail/� n _ �, �. d --. � S �1 /�;c. E t - Distance from nearest bldg. --�� Tile size�perc rate min/in ° � a ,c d � o v Depth of fill over drainfield �"� Depth of rock over tile under tile � a « � � N E c � .1 p a U � -rt�1 �_ - �' `1�;;. r��i lf � , � . Dr��,u�l��t�s /'P-��f��y /-2 ��F Gu�� 7�t.�. #= � " �v�ar�£s s�n�rva-�-i-y >;'-� — i�v �/�;�, ,l��-� ��' nc� � _ .. ..._.....__ ._ . _ . . __.... ....._.......--n...rMr�►'AI�'AM�'P�WM�yW��, LOCATION INSPECTION RECORD PUMPOUT RECORD SKETCH D�TE COMPLIANCE DATE GALLONS (o"c�S-�l �/(J Sc�•1`=r�Cl/UC.: � //-/=7� /5-c�C� (L�"��i�J ��,.)'.l�C'�"Z''7� � �j�f�Y�G_ ! ! � r�•- aLdU,�{�t�F�� ..1 Y'`-!a �IoLC� I�,GiA�ri�i��fv��i� sc�•rrr�zf' AiS�N4f'C�� - ,; - ' , � _� , t, i ��-, Gl�� i . / V� �7�� -^.. � i z-� � 'P� .�_ �=�-,� '� ' � '� --�_ �� r � � n ,� Include: 1) Well location 2) Distance from house septic tanks,dist.bo. and drainfield C - CONFORMING S -SUBSTANDARD N - NONCONFORMING 3) North arrow and roa� i . _ � , � � ; , , , � , _ , , �r ` , � • " �, N_ � �' ,'�or � . . � ,�� w w �� ,� N , .� � �- � Qr `� i , �� `,� f �� "'- `�J � Y � �J T /v �V �� w / � T� _ � �� i # � I / `,� `�� . � ^� T �� V �: \\ ,- I �^s \ 1 i�1�� w � J. I � �' r,; �� 1 �! _�.�� I L i\ •.� � �. �I � \ � � . �•.! �' ! �! � \ �'R�_,; Z ,w�' � U ' I ��`� J�a-�� o \ 'i '.O � � o I .. } � t,�� , ` v� �t � ��,��, �� . �N ` � '�T_� �\� y \\\ i ' � ' / 3 � V/ i'✓� � � �� 38 �"3 i� a �3 �,�:..�c,E � i .;6- =9� }�ouse i i� 1 \ ' /i � �' � I � � � — � ` \ o_ � I \ y � � � / � \ Q. � � — — � � \ � �1 � �� 21 37� � s s'� .Z / � � `x / �.--�� .T� � `/ ,�� ,�.,`�' .+/� I i�� ,�' i �� ;�_ � ��_ __: - -; .,�;�/ _ � � ,- __`�_ - ' �,1-_==--y� / �--- ��// ��7�✓ �� //��,�,�� t�-� �II,1/I�� "x-Ff[i'UL'A: 1'•�L�N•M�ch JX�� -� ii��v��,��Tp , la� ��a c��s �'o, ��- ►�, � .__ _____ ___ ____ , 3 � • -. �. :o' �\ 3R, xj � __ 19 13� ��a.�� "'6' NouSE /�i� L` \ O- • . \ / , ` `� �- `� \ / \ � � \ �_ \ Z , � \\ ' � . �� ? � I � . \ � -- , •31� 53 . `Z / ` b� ��/ .�, . ►� ,, -, . �,4,�� --� ,% n\ • �� " . �� r� - -- - , •��1/ ' /,y, . yo , , - -- -' � 7� ��. —— 3� . � . � , � �, — ' cc�.Uc�Cr � 7S`7 — . .__ . ____--------s�rzr�c� a�s�s+-a�e�'3XCo5 ��1/�_�` ..�'-ro L4KE- �, � SEPTIC SYSTEM INVENTORY / Addr: 1220 Brackett' s Pt . Rd. PID: 11-117-23 32 0014 Building Type : residence # BRs/GPD: 4 # Systems/units : 2/1 Permit No: 996 Date of Permit : 11/18/65 Installer: Sullivan System Type : standard trench Appliances : lndry SYSTEM CONDITION Conformity: 3 Tank Condition: 5-9 DF condition: 11 Failure Pot : medium SEPTIC TANKS Material : concrete block Capacity: 800, 800, 150 , 150 Setback to Bldg: 20 DRAINFIELD Length of Lines : 290 No. Lines : 6 Trench Width: 2 Treatment Area : 580 Type of Filter: rock Tile Size : 5 Under Tile : Perc Rate mn/in: Setback DF-Bldg: 30 DF Ht above WT: 0 Soil Type : loamy sand Limitations : water table WELL DATA Setbacks - Well-Tanks : Well-DF: Report in File? : Pump Type : Depth: Diameter: Method: INSPECTION RECORD PUMPOUT RECORD Date Compliance Date Gallons 6/25/81 no surfacing 2 11/1/78 1500 12/28/84 tanks inspected; also DF for softener 2 8/14/90 2000 7/23/87 no surfacing 2 5/4/92 1500 7/23/90 no surfacing-need risers 2 3/1/96 2000 9/17/92 no surfacing-need risers 2 3/8/96 2000 5/2/94 non-conforming-repair by 12/31/96 3 3/15/96 2500 3/21/96 1000 3/27/96 1500 I�� a c�� '�� ,--�--- r�, __ ____ , 3 � • - �, .:o' 'k`\ 3R, yj � , � 1 13 ��wtc,c � 9, t ,- ; ,;�- No«sE _ - � � y , , o_ � . � � a � ' � , - � s � � � . � Q. � � j' � �� • , ,� ' �. � � ' , � -37' S3 . Z / ��../ �, � 6� �. '\��.'' ` � T�' '�`�i .� �_ �� . -�! ,�/ - - - / ,, ; y ou . '� '� � ` _ .to ' �' --- � '�° �'-' ' cLFM1Cl(r � 7� � — -- - ------------�`�rzr1�,� a�s�s+,�cF'3X�5 ��-��'� L4xE f ,,.,-. � � ��z a� ��-�� . � O� � :�., 0 �� = CITY of ORONO '� �F��''�� ► �` 15r MunicipalOffices "� �� .. � �.� ,I`�,'-;�`�`�-�('��G SVeet Address: Mailing Address: � `9�fEggOg' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 October 28, 1997 Dear Project Area Residents; Installation of the sanitary sewer lines and lift stations is complete for the Bracketts Point/Bay Ridge sanitary sewer project. The system will be operational and available for residential connections as of Monday,November 3rd. All connections to the system must be completed by a state licensed plumber. A City permit for connection must be obtained by the licensed plumber who is going to complete the work. Payment of the Metropolitan Council Environmental Services SAC (Sewer Availability Charge) must be made when the sewer connection permit is issued. This charge is for the metropolitan sewer system downstream capacity that has been reserved for new sanitary sewer connections. According to Orono City Code, all connections to the sewer system must be made within 16 months of the off`icial date that the system is operational for residential connections. Based on the availability date of November 3rd 1997, the deadline for connection to the system is March 3rd 1999. Effectively, this means that all connections will need to be completed before the end of the 1998 construction season. Restoration of the project area is scheduled for this fall with the final surface course of asphalt pavement scheduled for completion in 1998. Thank you for your assistance in this matter and patience and understanding during construction of this project. Please contact myself or Tom Kellog with Boonestro Engineers, Phone 604-4863, should you have any questions or concerns about the project. Sincerely � ,�C � �� Gregory A. Gappa Telephone (612) 473-7357 • FAX 473-0510