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HomeMy WebLinkAboutapproved septic design for replacement system CITY of ORONO Municipal Offices r Street Address: Mailing Address: \`9$EgHOg' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 February 22, 2005 Subject: 3725 Watertown Road, Orono To Whom It May Concern: The City of Orono has received and approved a septic design from Swedlund Septic Service for a replacement system for 3725 Watertown Road. The approval is good until Septic codes change or if site conditions on the property change. When ready to install the system, a licensed contractor will be required to obtain the permit the work can begin. If you have any questions, feel free to contact me at my office. Sincerely, V Lyle Oman Building Official LO/dml Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us SEPTIC SYSTEM INVENTORY Site Address: 3725 lWatertown Rd PID: Owner Name: John H. Meridith Owner Address: 3685 Watertown Rd IMaple Plain MN 1 55359 Building Type: residence -� Ir staller: Date of Permit: _ unknown System Type: trench B s Designed for: 12 In Musa?: No S oreland?: SEPTIC COMPLIANCE INSPECTION Report Date: Compliant?: Expires: Non-Compliant?: -� Report in Street File?' SPECIAL NOTE lot combined with 3685. SEPTIC TANKS Material: Capacity: Tank Filter: DRAINFIELD � Treatment Area: Soil Boring: Iyes DF Ht above Wt: 1" WELL DATA r Setbacks-Well-Tanks: Well-DF: 1 Report in File?: Depth: 1127 INSPECTION RECORD PUMPOUT RECORD Date Description Date Gallons 11/18/82 system not located-no surfacing 3/5/81 2000 9/3/86 tanks tentatively located-no surfacing 6/17/91 1000 5/10/91 no surfacing-need risers 6/15/93 no surfacing-tanks located 7/7/97 non-compliant-repair by 12/31/2007 11/4/99 non-compliant-repair by 12/31/2007 11/14/01 non-compliant,replace by 12/31/2010 10/14/03 surfacing replace by 7/18/04 yy �l r t Ton Elam It 3685 Watertown Rd. - Orono MN-PSSD.1 (8106) U��hy"' PRIVATE SEWER SYSTEM DISCLOSURE STATEMENT RESULTS 43. Page 2 www.minnesotahomes.com n 44. Property located at 3`12, WC(6�wvt Q&,tA 45. Is the private sewer system(s)in compliance with applicable sewage treatment system laws and rules? 46. El Yes [�No 47. When was the private sewer system installed?LkAv Aowv) 48. Installer Name/Phone 49. Where is tank located? 50. What is tank size? 51. When was tank last pumped? 52. How often is tank pumped? 53. Where is the drain field located? 54. What is the drain field size? 55. Describe work performed to the private system since you have owned the Property. f w� W, 56. 57. 58. Date work performed/by whom: 59. - 60. Is private sewer system entirely within Property boundary lines, including set back requirements? c- 61. Is the system shared? NA o How many units on system? ��h Annual Fee? vv n 62. Comments: 63. 64. On this Property: 65. 66. Approximate number of: 67. people using the private sewer system vi-r 68. showers/baths taken per week vv cwt 69. wash loads per week in 70. Distance between well and private sewer system? 0,0P�j eU 4 71. Have you received any notices from any government agencies relating to the private sewer system? 72. (If"Yes",see attached notice.) [9'Yes ❑No _ 73. Are there any known defects in he private sewer system? 2-Yes ❑No 74. If`Yes",please explain: HS LA&V til �� 5. ��� SS ^. replLl?a' i4VlC 6 7; --_ 78. 79• ORIGINAL COPY TO LISTING BROKER; COPIES TO SELLER, BUYER, SELLING BROKER. MN-PSSD-2(8/06) r . 3685 Watertown Rud Orono W PRIVATE SEWER SYSTEM DISCLOSURE STATEMENT RESULTS 80. Page 3 www.minnesotahomes.com 81. Property located at 3q'; 82. SELLER'S STATEMENT: 83. (To be signed at time of listing.) 84. 1/We, Seller(s)of the Property acknowledge the above private sewer system disclosure and MAP and authorize listing 85. broker to disclose this information to prospective buyers. 86. sella (Date) (Seller) (Date) 87. BUYER'S ACKNOWLEDGMENT: 88. (To be signed at time of purchase agreement.) 89. VWe, the Buyer(s) of the Property acknowledge receipt of this Private Sewer System Disclosure.Statement and MAP 90. and agree-that no representation regarding the condition of the private sewer system have been made, other than 91. those made above. 92. LIS71NG BROKER AND LICENSEES MAKE NO REPRESENTATIONS AND ARE NOT RESPONSIBLE FOR ANY 93. CONDITIONS EXISTING IN THE PRIVATE SEWER SYSTEM. 94. (Buyer) (Date) (Buyer) (Date) 95. SELLER'S ACKNOWLEDGMENT: 96. (Tp be signed at time of purchase agreement.) 97. AS OF THE DATE OF THE ACCEPTANCE OF THE PURCHASE AGREEMENT, I/We,the Sellers) of the above 98. Property, agree that the condition of the private sewer system is the same as noted above, except.for.changes,as 99. indicated below which have been signed and dated. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109, 110. 111. 112. (Seller) (Date) (Seller) (Date) 113. ORIGINAL COPY TO LISTING BROKER; COPIES TO SELLER,BUYER,SELLING BROKER. /7111 \ edge of blt�`� I41 ian \y l ,�4 C J X'Y` �a���'O(yn \ centerline of Watertown Rood hoo ra R air ` s ' h� \ g shrub Ike- a ttakthg wall 'F-�- retaining woA 0-+ � j tee toner a7*-,I s0 1nfsgv et of!'etc t `sy f� 1r eoed'gs of woods \ • ' -fence Domer 1.3f fence 1.0.*east wast of the , ` fthe retakling shed � $^ 107.3 -mot/bre of the East ^ 46289 feet of the I SE 1/4 of the SW 1/4 1� of Sec 32 "R. .-line PardW to the East the of the SE 1/4 of the q East Ahs of the SE 1/4 fence SW 1/4 of Sec 32 al of the SW 1/4 of Sec 32 B A 8 ti i 3.63 Aeras 14.38 Acres East the of the West - 462 ' 25x00 feet ro'the Eost 828.62 /set of the Sr 1/4 of Mer SW 1/4 67&62 of Sec 32 a 2,1')00 enee a6f sosf —fence 1.7t Re Q theta wast of The �a' 82&62 ' West Has of the East _ 67&62 fest of theorth Ane of the South SE 1/4 of the SW 1/4 r-Ols"f6 .50 feet of the t I of Sec 32 E 1/4 of the SW 1/4 Sec 32 ma-Oj fence comer edge of woods woods 87371 edge of 1.6&scat a4f.North South Ike of the_f 82&74 of property comer SE 1/4 of the SW 1/4 of See. 32 33tag� J It Plat for 3685 Watertown Ru. 3760 38 $; �4b 3380 75 3769 3743 3689 ill 69 3565 25 38 50 56 • 40 CITY of ORONO ,�A :r -k' G,,�',!! Municipal Offices J F+N Street Address: Mailing Address: ` E83:I� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 To Current Owner: Address: 37 S Wgfie, *0vim^ RJ 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 mto 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. ( i 1"NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may �l 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): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last pumped ) Make sure se[)tic tanks are pumped through manhole and not through white insvection pipes 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): i o 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 rainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. COMMENTS: �C�,��'.e.�a �>S S Oi �rg�; r\ ScCcr, fiar\k_ f�;n 7SE 10 -ILA -03 Ghna c 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 ofthe adequacy of the system under current conditions based on the available information. Telephone(952)2494600 • Fax(952)2494616 www.ci.orono.mn.us CITY of ORONO �'i►� , 5``r�,"', �l5r Municipal Offices yr Street Address: Mailing Address: ` 'EgA10 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: J c�l Address: —U') 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,and which is not failing or an imminent threat to public health or safety. 3O"NON-COMPLIANT SYSTEM" Aprohibited 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 ofthe 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): 6 Tank inspection indicates: 5 Pumpout not needed at this time. q 1 OTank must be pumped out this year (city code requires tanks to be pumped out every 3 years. Tank was last pumped (5—(-7— 7 Solids accumulation in tanks is at a critical 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 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: S —(S+tC\-- S c1n L0�p1: j- dut its \�C�C O=L SCDfr-,.+jQ e,r Jae �s-o A 0 S A 6 tea.\ -�-5\,( �1� L 6Ot r-- b+ 4-f 5C�c�„ 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. CITY OF ORONO O Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 ON-SITE SEWAGE TREATMENT S, INSPECTION REPORT t9kESHO�� Owner: AddressJLJq—{et-46L?s, Permit #'s: Dates: Contractors: 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): , 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 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 identi ied, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: Pumpout not needed at this time. b Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 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): _i!_ 045_nield inspection indicates: rainfield 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. LIMITING SITE FACTORS (slope.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table.etc.): COMMENTS: S' (' of-C ka 4, k u) Bartz cJ Tac �i lid e>k_) Ill rA r n r S /e 4 ,1 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 O , O CITY of ORONO Municipal Offices Street Address: Mailing Q Address: ` g+gHOg' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: -To Address: 3725 Watertown Rd. Permit #Is:',lnone Dates: Contractors: unknown v (This is [ , an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 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. 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 [ t,-f has or [ ] has not been identified at this time. If the saturated soil level has not been identified, this classification is subject to revision.) TANK CONDITION (5-9) : 6 5 Pumpout not needed at this time. Solids accumulation in tanks indicates they should be pumped out this year. 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 [ ] 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.) DRAINFIELD 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.) : medium COMMENTS: In order to confirm that your septic system meets Minnesota standards, soil borings were performed to verify a 3 foot separation between the drainfield and the seasonal water table. The separation is 0 feet and the system is non-compliant. Repair or replacement of the septic system is required by 12/31/2007. rZ/-7 /5 Date of Inspection t 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 0 Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATIIENT INSPECTION REPORT ti 9kE.9 0 Owner: W k'\ lf/ lr'1QfW N Address: ad. Permit #'s: nOr1P Dates: Contractors: UnkywY-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 64 an existing system I I 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. "CONFORMING SYSTEMI'-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 SYSTEMII-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 I ) has or has not been identified at this time. If the Limiting soil characteristic has not been identified, this c assification may be subject to revision.) TANK CONDITION (5-10): Toinspection indicates: 5 Pumpout not needed at this time. Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. T 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 to 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): Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. 12 Some 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.): �yr� COMMENTS: Date of Inspection Jbptic 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 On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT OF POST OFFICE BOX 66 1335 S. Brown Rd. O R OO Crystal Bay,MN 55323 473-7357 OWNER �ah� All& ADDRESS PERMIT NO.'S. DATES CONTRACTORS 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 A an existing system ❑ new construction) El1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. C4 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, IASL 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.(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 Inspection risers missing—tanks could not be ins cted effluent to the surface. This condition may require replace- ns tion risers ia. pipe must be insta a in each tank ment or additions to drainfield. Contact the City Inspector w*nw:*onmrLa* - -•� ---11i i••— fin 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 El Low air El Lot size -m-Medium ❑Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surf ice discharge. l COMMENTS: / / 6e, i9t. n a e 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 SEPTIC SYSTEM APPROVAL Grp t� 1004� 0 0 CITY of ORONO "Fk ti Municipal Offices Street Address: Mailing Address: S140 2750 Kelley Parkway P.O. Boz 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner John Merideth Phone (Home) (Work) Address 3725 Watertown Rd City Orono State MN Zip Site Evaluator Swedlund State License # 398 Phone# 952-657-1034 Type of Establishment: Single Family X Multi Family Commercial Est. Gallons Per Day 300 No. Potential Bedrooms 2 Slope: 12% Depth of Sand: Upslope: 1 feet Downslope: 2.2 Soil Sizing Factor 0.83 Perc Rates P-1 16 P-2 14 P-3 17 P-4 P-6 P-7 Restricting Layer Depth B-1 27" B-2 24" B-3 24" B4 B-_ B-_ Type of Treatment System: Standard X Alternative Other Performance Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size 1500 # of Tanks Lift Tank Size 1000 Pump Brand GPM 18 Head 14 Treatment System: Minimum Square Feet with 9 inches of rock below pipe Bed (10*25) Mound Treatment Area4( 8*41) THIS ISNOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector(952-249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED X DENIED By the City of Orono subject to existing regulations and the following conditions: 1) Pump and fill existing tanks. 2) 1.5' soil on top of mound, F soil on sides of mound. 4) Sand placement must level off both upslope and downslope. 5) Alarm must be placed inside house. 6) Keep all water softn(e�r and iron filter discharge out of septic system. Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us Swedlund Septic Service RECEIVED NOV � 6 2003 �erc Test CITY OF RANO Soil Boring Design ❑ Installation Estimate Prepared For: =--' 4 A) .36 8s- 4.-,,4 Ar4e l0 4,,►.) ,Pd 4ArZ - 9'7S= 1j o z� Site Address: CITY OF ORONO PEPTIC remlPt R0vigWy INSPECTOR prg/PERMIT NQ.,..,.......,..... A! 0Vw A$W8M' 111 PrROMEO Nl7'li CURRECtKW"S 'lsww w ,.�a��.an.podtbdq�.owe N�rwwwr Icwt�pptK�c r1s>f'�sit w=Alb f� Swedlund Septic Service 9520 Laketown Road • Chaska, MN 55318 442-5855 Swedlund Septic Service SEPTIC SYSTEM DESIGN Date //• .3.3-- 03 Owner/Builder :C 4..> 1Y�G i dET/� AddressIMEW 4�2Iq le 4!W^J Site Add-es resA6's49-*"- Home Phone%-Z"OS=q6Z(. Work Phone Pager/Cell The following information has been compiled for a single family home: Bedrooms Z GPD ZPd> Garbage Disposal AJV Lift Pump in Basement •V[Z Septic Tank Capacity /��% Pump Tank Capacity System Type: Mound Trench Distribution: Gravity Pressure Land Slope /Z Depth to Restricted Layer Soil Sizing Factor .8�? Perc Rate Trench System: Drainfield Size/Sq. Ft. Lineal Ft. SB2 Number of Laterals Rock (Tons) Rock Width Max Trench Depth Width Mound System: Rock Bed / Sand Layer �O X i i Upslope Downslope Sideslope B Sand Depth 1 - 2 Topsoil on Site No Trucked in Sand (Tons) 170 Rock (Tons) Topsoil'lz Topsoil (Tons) /ZO Pump Manufacturer: yotlf� Requirements: GPM Head Force Main Length Diameter Z i Number of Laterals Length +� Swedlund Septic Service • 7775 Tacoma Avenue Mayer, MN 55360 (952) 657-1034 State Certified Lic.#398 � ��'R�� ��� � � �� . ; zt 74r � I l J o � I M I I - N O MOUND DESIGN WORKSHEET 5 (For Flows up to 1200 gpd) A. FLOW Estimated Sewage Flows in Gallons per day Estimated 3e)0 gpd N ober ITMI Type 11 Type ID 1 Type of or measured x 1.5 = gpd. BedloornsIv 2 300 2u ]so B. SEPTIC TANK LIQUID VOLUMES a 6 0 37s° zz'S6ofthe valties ZS"L'r7AZ gallons 6 790500 52505 3332 Type 1. 7 1050 600 370 p or 8 1200 675 408 IIl C. SOILS(refer to site evaluation) Oollan s 1. Depth to restricting layer= inches .Z feet liquid capacity 2. Depth of percolation tests= ZZ inches B`r of "''adty ►iquidcatds"al .idta � �I�tY BYbsie disposal lift inside 3. Texture-XPercolation rate Z_mpi ow .1" ' 5 rK 61500 2250 3000 4. Land slope /.Z % LLif 200DMW 4= D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = 3C>C5 gpd x 0.83 sq. ft./gpd =ZXO sq. ft. 2. Select width of rock layer (max 10' if<120 mpi max 5') = /O ft. 3. Length of rock layer=area_width= sr?-aeW�gma revlp'ts a, Z67,-'0 sq. ft-_ 1!Z ft- _ ft• "a �.� .R* y �A �Y� 'r'Vaa.�.s-.a:s�*a Width /0 ft o s: o .sO q`VOD S a•: <120mpi <10' Length-�ft E. ROCK VOLUME >120mpi <5' 1. Multiply rock area by rock depth to get cubic feet of rock; sq- ft. x ft. =ZX�cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu.yd. toget cubic yards; .1C0 cu. ft. =27=Z 4Z-f cu.yd. 3. Multiply cubic yards by 1.4 to get wei�ht of rock in tons,'? yd. x 1.4 ton/cu. yd. =/Mons. F. ABSORPTION WIDTH Absorption Width Sizing Table 1. Percolation rate in top 12 inches of soil is-1-7 mpi Percolation RM is Gallons xatindfnhsorptim Texture `ASH Minuet per bicb Soil Textureper day per width to Rock (MM square foot Lays Yru m Faster 611110.1 coarse Sand 1.20 1.00 0.1to 5 Sand 1.20 1.00 2. Select allowable soil loading rate from table; 0.I IDS Fine sand 0.60 2.00 d/ft2 6 w to sandy Loam 0.79 1.52 •- 16 30` loam .�. 0.60'� �r 31%o45 Sat I== 0.50 206 46 to 60 Clay Loam 0.45 2.67 60 to 120 Clay 0.24 5.00 3. Calculate adsorption width ratio by dividing rock layer SJ-1120 Gay 020 6.00 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 1.20 gpd/ft'-. 40 gpd/ft2= Z• O 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; .Z xj,0 ft=eft DOWNSLOPE DIKE WIDTH 1. If landslope is 3%D or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe Zo ft- 10 ft=/0 feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation J _feet b. Multiply rock layer width by landslope 1100 cover to determine drop in elevation; I lost Ro ed Slope Difference ' separation feet , ZV x Z %+ 100= feet Slope Difference.� t uvs ve Width c. Add depth of clean sand for separation (2a) - -feet Ra.d width at upslope edge,depth of rock layer(1 foot) to depth of feet Downslope width cover(1 foot)to find the-mound height at the upslope edge feet of rock layer; / ft+ lft+ lft= Y feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of Z# 7 0 e. Multiply dike multiplier by u slope mound height to find upslope dike width: x x.70=--a_ feet f. Add depth of clean sand for slope difference(2b) at downslope edge, to the mound height at the upslope edge of rock layer(20 to find the downslope height; _0 ft+1_ft= 41 feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of-7• G h. Multiply dike multiplier by dow slope mound height to get downslope dike width: �► x =- b feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; -70 - feet UD De wletn j. Total mound width is the sum of �•e� upslope dike(G.2e)width plus rock a stn. layer width (D.2)plus o ucS) a W100 t•'t ups wlutn downslope dike width(G.2i); e `••t }�ft+10 ft +So ft= feet Downslope width k. Total mound length is the sum of upslope dike width(G.2e)plus rock layer len h.(D.3)plus upslo a dike wid h (G.2e); ft+eft+ 15 ft = feet Tolel Lenoln ow ops upslope 3:1 Ll S:1 6:1 7:1 3:1 4.1 S:1 6:1 7:1 e:1 s��r• 0 1.0 l0 5.0 6.0 7.0 3.0 4.0 5.0 '4.0 7.0 8A 1 3.09 L17 5.26 6.36 757 2.91 3.95 1.76 S." 651 7.11 2 3.19 135 SS6 6.628.11 2.97 3.70 ISI S36 6.11 6.90 3 330 4-% 5.88 732 966 2.75 3.5-7 135 S.06 5.79 6AS / 3Al 4.76 6.75 7.89 9.72 2.66 3.15 1.17 1.M S.16 6A6 S 357 1 .OD 6.67857 10.77 2.61 333 1.00 1.62 S.19 S21 6 3A6 5.26 7.16 938 1207 2.51 3.23 3.85 1.11 193 SAI 7 3.00 556 7.69 1031 13.73 2.18 3.12 3.70 127 1.70 S.13 8 3.96 S.SS 833 1151 15.912.12 3.03 3S7 1.05 4.69 638 9 1.11 6.25 9.09 13.01 18.92 236 291 3AS 3.90 130 4AS 10 129 6.67 10.0 15.00 23.33 2.31 286 337 3.75 1.12 lAl Il IAS 7.11 11.11 17.65 30.13 226 278 3.23 3.61 3.95 416 12 4A9 7.69 1250 21.43 4175 221 2.70 3.12 7.19 3.50 40 64 PRESSURE DISTRIBUTION SYSTEM 1. Select number of perforated laterals 2. Select perforation spacing = 3 ft. 3. Since perforations should not be placed closer than 1 ft. to the edge of the rock layer (see p. E-14),subtract 2 ft. from the rock layer length. 7 Rock layer length -2 f t. _ �+ 7 f t. 4. Determine the number of spaces between perforations. Divide the length above by perforation spacing and round E-17a down to nearest whole number. TABLE OF PERFORATION DISCHARGES IN CPV. Head Perforation diameter(inches) Length perf. spacing =2 3 ft. y 3 ft. = 7 spaces 7/32 114 (3) (2) 1.Oa 0.56 0.74 1.5 0.69 0.90 5. Number of perforations is equal to one plus the number of 2.Ob 0.80 1.04 2.5 0.89 1.17 perforation spaces . 3.0 0.98 1.28 4.0 1.13 1.47 5.0 126 1.65 2 spaces + 1 =_ perforations/lateral aUse 1.0 foot of head for residential systems. bUse 2.0 feet of head for other establishments 6. Multiply perforations per lateral by number of laterals to get total number of perforations. E-17b x VV = 2 erforations. V' 40`°'x"""°" lateral s perfs/lateral- p ca. 1.25 inch 1 inch 2.0 inch 2.5 14 18 28 7. Determine required flow rate by multiplying 3.0 13 17 26 3.3 12 16 25 number of perforations by flow per perforation 4.0 11 15 23 (see page E-17) 15.0 10 14 22 7 x = gpm. >�s sit/aerf E-15 ruse t.W..,a d raw[ -.r 8. If laterals are connected to header pipe as shown on page E- 15,select minimum required lateral diameter from table on page E-17;enter table with perforation spacing and number of perforations per lateral. Select minimum diameter for perforated lateral = Z _inches. E-12 9. If perforated lateral system is attached to manifold pipe near ��__ the center, as on page E-12, perforated lateral length and -•� number of perforations per lateral will be approximately one half of that in step 8. Using these values, select minimum diameter for perforated lateral from page E-17 as •'� inches. LOGS OF SOIL BORINGS Location or Project led Borings made by SWEDLUND Date Classification System: ❑AASHO RI USDA-SCS ❑ Unified ❑Other Auger used (check two): 0 Hand ❑ or Power; ❑ Flight RI or Bucket; ❑ Other Depth, Boring Number AV/ Depth, Boring Number A&Z in feet Surface Elevation in feet Surface Elevation 8S' 0 Jt9 E'// /!J re 0 •I.t�JE// /C �G 1 – .11� ZO 3/ 2 �G– 2 – ,�.3 /30 30 3 – S�o7�,G�� .27 3 – II&777t£� 4 – u/2 4 5 – 5 – 6 – 6 – 7 – 7 – 8 – 8 – 9 – 9 – 10 – 10 – ! /End of boring at z L feet. End of boring at � � feet. Standing water table: Standing water table: ❑ Present at feet of depth, ❑ Present at feet of depth, hours after boring. hours after boring. Not present in boring hole. Not present in boring hole. Mottled Soil: .0 " Mottled Soil: ❑ Observed at Z S feet of depth. ❑ Observed at A—feet of depth. ❑ Not present in boring hole. ❑ Not present in boring hole. LOGS OF SOIL BORINGS 0- Location or Project /dpw.J Rd Borings made by SWEDLUND Date V 3 Classification System: ❑AASHO 0 USDA-SCS ❑ Unified ❑Other Auger used(check two): 0 Hand ❑ or Power; ❑ Flight 0 or Bucket; ❑ Other Depth, Boring Number ffs Depth, Boring Number in feet Surface Elevation 8 in feet Surface Elevation 0 /ylllwlS /l Arbee' l 2 – j �1r�44�yj !--0000, ► 2 – 3 – �� 3 – 4 – //Z /��� 4 – 5 – 5 – 6 – 6 – 7 – 7 – 8 – 8 – 9 – 9 – 10 – 10 – End of boring at Z feet. End of boring at feet. Standing water table: Standing water table: ❑ Present at feet of depth, ❑ Present at feet of depth, hours after boring. hours after boring. Not present in boring hole. ❑ Not present in boring hole. Mottled Soil: Mottled Soil: ❑ Observed at—,1�—feet of depth. ❑ Observed at feet of depth. ❑ Not present in boring hole. ❑ Not present in boring hole. PERC TEST BY SWEDLUND SEPTIC Location .J Hole # Depth �Z Soil Depth '/Z Texture .�b �+ti► �,_.. Depth of Initial I,, Water Filling Perc Test starting Time and Date: Time Date -,00.3 Time Intervals Drop in Inches Perc Rate '0O 4 1�+ ,rp 40 .._. i/ Date //—/9'—a3 PERC TEST BY SWEDLUND SEPTIC LocationHole # 1, Depth I� Soil Depth G • Z Texture Z-,O� Depth of Initial „ Water Filling t!9 Perc Test starting Time and Date: Time Date Time Intervals Drop in Inches Perc Rate sa A~ A ss 4�0 _ Y Yz Date PERC TEST BY SWEDLUND SEPTIC Location Hole # .J Depth �Z Soil Depth d —/ Z Texture Depth of Initial Water Filling Perc Test starting Time and Date: Time G�'�4''? Date Time Intervals Drop in Inches Perc Rate 17 .Ls ¢-C> .--