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Home My WebLink Aboutseptic info CITY OF ORONO Date ( ADDRESS � Connected to 1 �_.��(.� CODE SEPTIC SYSTEM INVENTORY CARD Municipa�Sewer (1 � Address �y� C,f'�'T 1//C:Lt! Property I.D. ' -�- -2 � �NELL DATA �Standardtrench �y;— � fjwr:c � in � ( I ❑ Mound �' r� ,� °' System type �Other `�C L� Legal Description 7�90(� r �G�S�� O d r Permit No. — Date of permit — Installer� �,J �i6uiti%(, '�El�ln�✓ � "� O No. Bedrooms Garbage ,� �°„ f Buildin t �ESID£/�1C� orGPD Laundry Dishwasher Disposal `� � = I 9 YPe �° a � E SEPTIC TANKS: Material �/�% LC�C,}t� ? Capacity 1) ��D 2) 7.�� ° �� c _y 0 � fl. � 1 Proper outlet and inlet Baffles L' uid depth to RO level • m � Height of tank bottom above water table Dis anc t neares building �� IC'T � � m til 'o � DRAINFIELD: Total length of lines um r f Trench width � - Y C � _A Total treatment area (sq.ft.) ' ht o drainfj d above wate ble � G�) J U ` Type of filter material So typ a 1� H d � /� E � Distance from nearest bldg. �-� - i siz Perc rate min/in ° Q a •� .. � �� Depth of fil!over drainfield D pth o ock over tile � under tile 1 E— � a Y " «� E c � p a V � LOCATION SKETCH �� INSPECTION RECORD PUMPOUT RECORD 1 �ynl`� 7 DATE COMPLIANCE DATE GALLONS � � '�r� + y �.�,�nc a��, � 8 L� �PIG'•�ti�'t . �i,S��fl.a�� L� 1 I � Zs�.3��L. �+�a' ._a,w✓r�,�-C r c�- d� � � I 2 ' ' �� f L�`�% a.r�.,F. c-c_ ti��.� �' I �� _ tau, , � � '-— �� S C�✓1� �i'�51�� , n,� _ �� " ai �° � ��_9/ 3 R � �� , �� ; l � , � . , � � ��cs;v;c�v �v Include: 1) Well location 2) Distance from house to septic tanks,dist.box, and drainfield C— CONFORMING S —SUBSTANDARD N — NONCONFORMING 3) North arrow and road On the North Shore o f Lake Mi�rnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT , POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 ' ��o �� OWNER �� ADDRESS � L�C�J �� PERMIT NO.'S. ��" DATES ' CONTRACTORS,J r-� � �G+11�' 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 ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. � 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes. System appears to be functioning properly;no major upgrading of the system is required at this time. �3 Does not meet current City standards in many respects relating to design, construction, or location.Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major 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 ( m Checked items may require your action) Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle. (Dces 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 Drai field inspection indicates: should be pumped out as soon as possible. �Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated � Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. 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 edium -�-Poor ❑ Lake,wetland,or stream High O Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: ��-�� 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 GO�D COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �L'�l►'i.// /% ,� �l ADDRESS ��C�� /�V+��✓�Pl✓ 1?✓1P,• PERMIT NO.'S. DATES CONTRACTORS `�'� `rX'-� _�C�l'1Q City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The onsite sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is Q� an existing system ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating propBrly. � 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. 1� 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 ( 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.l 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 � �..Il�tp�ct�n�il,P�r�rl�s�g—tanks cn�ld not he insoected. effluent to the surface. This condition may require replace- Inspection risers (4' dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) ❑ Adequate ❑ High water table ❑ Low ❑ Fair ❑ Lot size ❑ Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High . ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: � ` F- � . �/!��L�- �D--� 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 system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner On the North Shore o f Lake Mznnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. � Crystal Bay, MN 55323 . - • • 473-7357 OWNER ��rr�R�n /� /)'►� ay ADDRESS r�ye CR�s��c��w ��lL=rvv� PHONE PERMIT NO'S. DATES 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: ❑ � Meets or exceeds current city standards in all respects relating to design, construction, and location. Appears to be operating properly. � � Does not meet current city standards in some respects relating to design, construction, or location. Appears to be operating properly. ❑ � Does not meet current city standards in many respects relating to design, construction, or location. Appears to be operating adequately. ❑ � 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: � 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. RT AP�xT PlJ/I�P/ti'6 � 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 ❑Slope (depends on soil types, water Future Expansion �Soil table,and system condition) � Adequate ❑High water table (,7�Low � Fair ❑Lot size �Medium ❑ Poor ❑Lake,wetland,or stream ❑ High � Inadequate �Drainage �System iscausing visible surface discharge. COMMENTS: �L :LS i1L ��l�t(' �►2�� CP�N QcL�C1M� C�.O(ot�l� J�E�'+-1 EWS�L.ti 5F� �T �S �ar. 1Mn�2'j��"� 't0 HI�V= �:��JE Ti4NK.5 0.:`M��e� �VGR� 7hR�c V•�ARS —T(l 2�mn•.3E Acc��t►� � �4TE� So�� 5 f�c�-c�E '�r+�v GE� !N TU TN� T � R��141/li t=iGLf'� `7 - S - �`I �._,,� JY►�t�.,� Date of Inspection Sep ' System Inspector This report must be kept on the premises with system location and pumping records. WHITE COPY/ Inspector's File GOLD COPY /Homeowner . . . . . , ,Y.. . _ . . . . . . �_:« . . , ,. �v',S�*7.�1'ty+r¢�+4"e'� � .. �k4.x.�°.e.a 7;p�1a...ewK�, . 9M � � y , . � .. � .� .\. � ` � . µ� . .. . ... � . �,' � �. V , _ � �� _`' _ —_. �/� ' _....1_ _""__'—"_ Y°`W i._... . �. . _ —_. a �,,,�- �. �� . , � � � - {.�,_. . � �F 4 '� ��,.�a . �- �;; ' � � , , �. ��-�-�_.�� . . , � �'- VILLA6E OF ORONO 3; �i,�. INDIVIDUAL�6rT�C ANO DRAINi16LD PLAN �j r �� t ...A �t on Nu___�_�__—T � 3 Q �� a..r<- �a�os � � � ��' � � �i �— PARC6L �LOT 60T �L CK U6D�1`V YION � , •EGTION � �� ,� t ,._- � � ;t� ADOREBS rMON[ T +� `. ANK SIZR� NO. 1 OALLON� NO. 2� ��v 4ALLONI 4 . �; 12/''_� �'►. TOTAL R. <?F LIN[O— ` � LL'IOTM 0►[ACH LINs.T,•• _ /-7 O I � �IDTN 01 LINL1. _—�— INCMp__.IOTAL �Q• i'T. OF LJNEf ; i. . .� � . .� NZS 0I ROCK W[D-- INCHp f1Yi OF T�►L USLD 3 _ . � pE►TN 0/RO�CK YNDLR fll.a �1 INGN[S � ppTN 0I ROGK OVRII TR� �INCHv , / * ` OTMEIt � . �.� MATENIAL YO6D OVCR ROCK: UNTREATLD �LDO. rAP�1t f � pqRM QI FILL OY[R ORAIN ■aD..�------- �t.._ � , , � , . � I ----___�..__� — .,�.. ..........__-. ,:� � i O O � ,�� a � � � � � � � � � � � ,,� � g � � �,' , � � � � -� g 0 �°' n s, � 1 I � � � �