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SE22-000021 - Septic
Joseph Olson D.B.A. Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License 4 810 11481 Riverview Rd. NE, Hanover, MN 55341 (763) 498-8779 Fax (763) 498-8290. May 11, 2022 Garrett Gronberg 65 Stubbs Bay Road N. Orono, Hennepin County This on-site Sewage Treatment System is designed add a two-bedroom system and use the existing three-bedroom system to make a Type I five -bedroom system in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The existing house is to be removed and a new house built. There is not enough area to add to the three-bedroom system so a new separate two-bedroom system needs to be installed. The rock beds elevations will be within one tenth of a foot of each other. Drain back can not be achieved to the new two-bedroom rock bed therefore. The supply line must be laid as a force, main below the frost line. It must be insulated at the lift station and where it comes up to the manifold. The existing three-bedroom mound system is compliant to Chapter 7080 the rock bed has a 2.8 foot separation to the periodically saturated soils. The tanks need to be pumped and certified. The periodically saturated soils for the new system were located at 12 inches (mottled soil). Due to the periodically saturated soils, a pressurized mound system with 6 inches of rock will need to be installed to treat the septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. This system is designed with 6 inches of rock. The existing septic tanks must be certified to be used. If they can be used the risers must be replaced. If the tanks need to be replaced a new 1500 -gallon combination septic tank needs to be installed. There is no lift in the basement or a garbage disposal in the new house All tanks need to be insulated if there is less than two feet of cover over the top of the tanks. Clean outs must be installed on the end of the laterals for maintenance. There are some large landscape rocks that will need to be removed with the back hoe before construction of the system. The existing lift station may be used if it is compliant. If not a new 1250 -gallon pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be installed with light and sound devices; this is in case of a pump failure. A flow measurement device must be installed. Including but not limited to a water meter, event counter, running time clocks or electronically controlled dosing, Keen all heavy a ui ment off of the ra osed treatment areas before durinsE and after construction. The area around both sites must be fenced off by the contractor before any construction begins. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water, (laundry, showers, etc.) Human water and toilet tissue should be disposed of into the septic tanks. Iron filters and large volume water treatment systems cannot go into the septic system. Garbage disposals are not recommended. Additives must not be used they may cause harmful damage to your septic system. It is recommended that you pump the septic tanks every two years. Sincerely, Joseph J. Olson =P11C A110.0VI11 c 2011 purple code Mound Design www.SepticResource.com (vers 22.2) Property Owner: Garrett Gronberg Date: 5/10/2022 Site Address: 65 Stubbs Bay Road S. PID: 3211823340004 Comments: instructions: = = enter data 0 = adjust if desired = computer calculated - DO NOT CHANGE! 1) bedroom Type Residential System 2) 300 GPD design flow 3) No Garbage disposal or pumped to septic 4) 1000 Gal Septic tank (code minimum) 2000 Gal Septic tank (design size / LUG req'd) Tank options; Multiple tanks or compartments req'd s) 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 25 ft. long rockbed 6) 10.0 ft rockbed width 26.0 ft rockbed length 7) 3.0 ft latera( spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection 8)laterals 24.0 feet long 9A perfs / lateral 27 perfs total (1 /2 a perf means the first perf starts at the middle feed manifold) 9) 1/4" inch perfs at 0feet residual head gives 0.74 gpm flow rate per perforation for this perf size Ex spacing, Ft pipe size on line 12, max perfs/lateral = 25 1, line #8 must be less > OK 10) 4.0 doses per day ( 4 minimum) 11) 75 gallons per dose (treatment volume) 12) 2.Q0 inch diameter laterals must be used to meet "4x pipe volume" requirement 13) feet of 2.0 inch supply line leads to ##### gallons of drainback volume (Tip: "top feed" manifold to control the drainback) 14) ###### gallons TOTAL pump out volume (treatment + drainback) 15) feet vertical lift from pump to mound laterals, leads to a: 16) GPM C ##### feet of head, Pump requirement (note: >50gpm may require an extra 3-6' of head) 17) 500 gal Dose tank (code minimum) 1000 gal Dose tank (design size / LUG req'd) at 25.D0 gpi leads to a: I Optional Time dosing of: 18) ###### inch swing on Demand float, (this delivers Average flow, =70% of Peak design flow) ##### min ON 19)Winches inches from bottom of tank to "Pump OFF" float ##### hrs OFF 20) inches from bottom of tank to "Pump ON" float 12 inches to "Timer ON" float I21) from bottom of tank to "Hi Level" float ##### inches to "Hi Level" float 22) ###### gallons reserve capacity (after High Level Alarm is activated -demand dosed) 0 0.60 gpd/ftz Absorption area Soil Loading Rate, which gives a mound ratio of 2 (minimum) (this must match the soil boring log) desired mound ratio 2.0 percent site slope (0-20% range) (% downslope site slope, if different than upslope) 12 inches, or 1.0 ft. to Redox or other limiting condition (need at least 12" to be a Type 1) Treatment zone contains=inches of 0% soil credit, and F 70inches of 50% soil credit. Giving a: 24 inch, or 2.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS] 11 20.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 0.0 Ift. upslope and sideslope 10.0 Ift. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed) of: 4:9 upslope ratio 13 ft. upslope berm 3:1 sideslope 13 ft. sideslope berms 4:1 downslope 22 ft. downslope berm Overall Dimensions: 10.0 1 ft. wide by 26.0 ft. long Rock bed 45 ft. wide by 52 1 ft. long Mound footprint 4" inspection pipe 18" cover on top Upslope berm 13 1� t, Downslope berm F22 12" cover on sides (6" loamy cap & 6" topsoil) 2.0 FDepth n sand lift 1.0 to Limiting lfmiting Condition ------___ _ Absorption Width - Note: For 0 to 1% slopes, Absorption Width is measured from the 80dequally in both directions. For slopes 71%, Absorption Width is measured downhill from the upslope edge of the Bed. Rock Bed: 10.Q ft. by 26.0 ft. by ©inches under pipe, plus 20% gives =yd' or `1.4= 13 ton Mound Sand: (note. volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 24.4 up + 49.9 downslope + 13.6 ends + 21.7 under rock =E-132yd' or *1.4= 184 ton plus 20% Loamy Cap: 41 ft. by 48 ft. 6" deep, plus 20% gives 36) Topsoil: 44 yd' or *1.4= 62 ton 45 ft. by 52 ft. 6" deep, plus 20% gives 52 yd' or *1.4= 73 ton hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. Rusty Olson's Soil ft Perc 810 5/10/2022 o esigner Signature Company License# Date Installer Summary 2000 gallon Septic tank (minimum) Tank options: Multiple tanks or compartments req'd 1000 gallon Dose tank (minimum) at 25.00 gpi 20 GPM C ##### ft. of head, Pump required ###### inch swing on Demand float which translates to roughly ##### inches of float tether length 1 vptional i ime posing ot: 1 ###### inches from bottom of tank to "pump ON" float, or##### hours OFF ###### inches from bottom of tank to "Hi Level Alarm" or 12 inches to "timer ON" float ##### inches to "Hi level" float Oft. of 2.0 inch supply line with end feed manifold connection (Tip: "top feed" manifold to control drainback) 24 inch, or 2.0 ft. Sand Lift Mound 10.0 ft. wide by 26.0 ft. long Rock bed 3 laterals 2.00 inch diameter 24.0 ft. long =ft. lateral spacing 1/4" inch perfs 3.0 ft. perforation spacing No Effluent filter Et alarm 3 clean out Ft valve box assemblies 20.0 ft.Total sand ABSORPTION width (minimum) 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) 10.0 ft. Downslope (sand beyond rockbed, minimum) Specific slope ratios give BERM widths (topsoil beyond rockbed) of: 4:1 upslope ratio 13 ft. upslope berm 3:1 sideslope 13 ft. sideslope berms 4:1 downslope 22 ft, downslope berm 4" inspection pipe 18" cover on top lJpslape berm 13 JT 1� b Downslope berm z2 12" cover on sides (6" loamy cap & 6" topsoil) 2.0 11 Clean sand lift _ 1.0 Depth to Limiting Absorption Width 20.0 — - — — - — — - — — — — _ Note: For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Wdth is measured downhill from the upslope edge of the Bed. Rock Bed: 9.0 yd or x`1.4= 13 ton Mound Sand: 132 yd or *1.4= 184 ton Loamy Cap: 44 yd or x`1.4= 62 ton Topsoil: 52 yd3 or *1.4= 73 ton INSPECTOR CHECKLIST 6!) 7tut)ps bay Koaa 5. 6 inches under pipe calculation based on 3:1/4:1 slope from top of rockbe 6" deep 6" deep - mound WELL setbacks: 20'- 50' to sewer line req's MDH pressure test form (5 psi for 15 min) 50' to everything 100' to drainfield with shallow well PROPERTY LINES setback: 10' to everything Road setback: platted: 10' prop line. Metes & bounds: out of road easement, or outer ditch. LAKE/ BLUFF setback: 20' for bluff. Lakes: GD _, RD _, NE _ Protected wetland _. Building setbacks: 10' for everything, 20' for dispersal area. WATER LINE under pressure 10' to bed,tank & sewer line. (else sewer line > 12" below) Sewer line & tank connection (no hard 90's, long sweep 90 or 2-45's, slope minimum 1" in 8' = 1%) (no depth req's, clean out every 100', Sch 40 pipe) Septic tank and risers (water tight risers, baffles, insulated, proper depth, existing verified by pumping) Mfg 2000 gallons Multiple tanks or compartments req'd Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. No effluent filter & alarm Dose tank, risers and piping (water tight risers, insulated, proper depth, drainback) mfg 1000 gallons Optional Time dosing of: dose pump 20 gpm ###### head VERIFY PUMP CURVE 1##### min ON ###### hr OFF verify that installed "vertical lift from pump to laterals" is no more than design value of feet float setting drop ##### inches at 25.0 gpi "DESIGNED" ##### inches approx float tether length ##### gal dose divided by gpi "INSTALLED" = inches float drop (field corrected LABEL pump requirements and drawdown on riser or panel Cam lock reachable from grade - 30" max. J -hook weep hole. Supply line access (no hard 90's) 2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4" sch40 sleeve or compacted, and buried 6"+. splice box / control panel / electrical connections / Hi Level Alarm flow measurement: CT, ETM, time dosed, home water meter mound absorption area rough up mound rock dimensions 10.0 X 26.0 Sand lift depth 24 inches. (Jar test : 2" sand leaves < 118" silt after 30 min) F7 Absorption Sand beyond rock 0.0 upslope 10.0 downslope Bermed topsoil beyond rockbed 13 upslope 13 sideslope 22 downslope cover depth of 12.18"+ VERIFY 3 laterals (1-2' from edge of rock) 2.00 inch pipe size (Sch40 pipe Et fittings) 3.0 ft lateral spacing F-1 114" inch perforations 3.0 ft perforation spacing Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY clean outs (no hard 90's) 4" inspection pipe to bottom of rock, anchored VERIFY Abandon existing system - if necessary monitoring plan and type well abandonment form - if necessary r Re -use existing tank certification � k % 5 ' � E | T-- e k ] e � 0 q 4cc 2 2 q § � \ � � 2 LA � k % 5 ' � E | T-- e k ] e � q = f \ � � w � ] � ---x ,;::� � E � k � J 7 L OD e � E � k � J 7 L OD 2011 purple code Mound Design www.SepticResource.com (vers 22.2) Property Owner: Garrett Gronberg Site Address: 65 Stubbs Bay Road S. Comments: Use for the pump Date: 5/10/2022 PID: 3211823340004 instructions: E—� =enter data 0 = adjust if desired 0 = computer calculated - DO NOT CHANGE! 1) bedroom Type �I Residential System 2) 750 GPD design flow 3) No Garbage disposal or pumped to septic 4) 15D0 Gal Septic tank (code minimum) 2000 Gal Septic tank (design size / LUG req'd) Tank options: Multiple tanks or compartments req'd s) 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 63 ft. long rockbed 6) 9.9 ft rockbed width 63.0 ft rockbed length 7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection 8) 0Laterals 61.0 feet long 21.0 perfs / lateral63 perfs total (1 /2 a perf means the first perf starts at the middle feed manifold) 9) 1 /4" inch perfs at feet residual head gives 0.74 gpm flow rate per perforation for this perf size if spacing, £t pipe size on line 12, max perfs/lateral = 25 line #8 must be less -> OK )o) 4.0 doses per day (4 minimum) n) 188 gallons per dose (treatment volume) 12) 2.00 inch diameter laterals must be used to meet "4x pipe volume" requirement 13) 145 feet of 2.0 inch supply line leads to L2Egallons of drainback volume (Tip: "top feed" manifold to control the drainback) 14) 213 gallons TOTAL pump out volume (treatment + drainback) 1s) 5 feet vertical lift from pump to mound laterals, leads to a: 16) 47 GPM @ 2D feet of head, Pump requirement (note: >50gpm may require an extra 3-6' of head) 17) 750 gal Dose tank (code minimum) 1000 gal Dose tank (design size / LUG req'd) at 25AD gpi Leads to a: I Optional Time dosing of: 18) 8.5 inch swing on Demand float, (this delivers Average flow, =70% of Peak design flow) 4.5 min ON 19)Tinches inches from bottom of tank to "Pump OFF" float 8.5 hrs OFF 20) inches from bottom of tank to "Pump ON" float 12 inches to "Timer ON" float 21) from bottom of tank to "Hi Level" float 34 inches to "Hi Level" float 22) 400 gallons reserve capacity (after High Level Alarm is activated -demand dosed) Soil Observation Log www.SeptieResource.com vers 12.4 Owner Information Owner / project: Gerrett Gronber Date 5/7/2022 Address / PID: 5873 Robert Road Soil Survey Information ❑ refer to attached soil survey Parent matl's: D Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summit ❑ Shoudder p Side slope ❑ Toe slope soil survey map units: 132A slope 5 % direction- Linear Soil Log #1 Cl Boring ❑ Pit Elevation 979.9 Depth to SHWT 12 inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-26 Loam <35 IOyr2/1 Friable Strong Block 26-32 Clay Loam <35 1 Oyr2/2 IOy4/8 Friable Strong Blocky <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky firm moderate Prismatic Platy >50 rigid strong massive Comments: 5873 Robert Road Soil Log #2 0 Boring ❑ Pit Elevation 979.9 Depth to SHWT 12 inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-26 Loam <35 1Oy1r2/l Friable Strong Blocky 26-32 Clay Loam <35 1 Oyr2/2 I Oy4/8 Friable Strong Blocky <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35 -50 friable weal[ granular blocky >5O firm moderate prismatic platy rigid strong massive 5873 Robert Road Soil Log 03 El Boring ❑ Pit Elevation 978.9 Depth to SHWT 12 inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-22 Loam <35 IOyr2/1 Friable Strong Blocky ?2-30 Clay Loam <35 10yr2/2 lOy4/8 Friable Strong Blocky 30-40 Clay Loam <35 10yr3/3 I Oy4/8,1-6/1 Oy Firm Strong Blocky 40-50 Clay Loam <35 2.5y4/3 I Oy4/8,1-6/1 Oy Friable Strong Blocky 50-58 Clay Loam `35 2.5y5/3 10y4/8,1 -6/10y Friable Strong Blocky I hereby certify this work was completed in accordance with MN 7080 and any local reqs. Rusty Olson's Soil & Perc 810 esigner Signature Company License # 5873 Robert Road Soil Log #4 0 Boring ❑ Pit Elevation 978.9 Depth to SHWT 12 Inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-22 Loam <35 10yr2/1 Friable Strong Blocky 22-30 Clay Loam <35 10yr2/2 10y4/8 Friable Strong Block\ <35 loose loose single grain 35-50 friable weak granular blocky >50 m firri moderate prismatic platy id strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy n td strong massive 5873 Robert Road Soil Log #5 2 Boring ❑ Pit Elevation 980.6 Depth to SHWT 26 Inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-26 Loam <35 1Oyr2/1 Friable Strong BlockN <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strop massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strop massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 1 hereby certify this work was completed in accordance with MN 7080 and any local reqs. Rusty Olson's Soil & Pere 810 D igner Signature Company License 4 Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner / project: Gerrett Gronberg Date 5/7/2022 Property Address / PID: 5873 Robert Road Soil Survey Information ❑ refer to attached soil survey Parent matl's: 1] Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ summit ❑ Shoulder 21 Side slope ❑ Toe slope soil survey map units: 132A slope 5 % direction- Linear Soil Log 96 Boring ❑ Pit Elevation 981.6 Depth to SHWT 34 inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-12 Mound fill <35 12-34 l..oam <-35 10yr2/1 Friable Strong Blocky 34-40 Clay Loam <35 10yr2/2 10y4/8 Friable Strong Blocky <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky X50 firm moderate prismatic platy rigid strong massive Comments: UNIVERSITY OF MINNESOTA &# "^� I e Septic System Management Plan for Above Grade Systems The goal of a septic system is to protect human health and the environment by properly treating wastewater before returning it to the environment. Your septic system is designed to kill harmful organisms and remove pollutants before the water is recycled back into our lakes, streams and groundwater. This management plan will identify the operation and maintenance activities necessary to ensure long- term performance of your septic system. Some of these activities must be performed by you, the homeowner. Other tasks must be performed by a licensed septic maintainer or service provider. However, it is YOUR responsibility to make sure all tasks get accomplished in a timely manner. The University of Minnesota's Septic System Owner's Guide contains additional tips and recommendations designed to extend the effective life of your system and save you money over time. Proper septic system design, installation, operation and maintenance means safe and clean water! Property Owner Email Property Address 65 Stubbs Bay Road N. PropertyID 3211823340004 System Designer Joseph J. Olson Contact Info 763-498-8779 System Installer Contact Info Service Provider/Maintainer Contact Info Permitting Authority Contact Info Permit # Date Inspected Keep this Management Plan with your Septic System Owner's Guide, The Septic System Owner's Guide includes a folder to hold maintenance records including pumping, inspection and evaluation reports. Ask your septic professional to also: • Attach permit information, designer drawings and as -built of your system, if they are available. • Keep copies of all pumping records and other maintenance and repair invoices with this document. • Review this document with your maintenance professional at each visit; discuss any changes in product use, activities, or water -use appliances. For a copy of the Septic System Owner's Guide, visit www.bookstores.umn.edu and search for the word ,'septic" or call 800-322-8642. For more information see http://septic.umn.edu Version: August 2015 -1- UNIVERSITY Septic System Management Plan OF MINNESOTA for Above Grade Systems Your Septic System ❑ aeaaanM� Fa+m pum�nn4 luteal claanWl-_-"�' Cross-secllon of mond InWctlon Pipe._-____ Tgsd---_--- .. �. - .•Gne4:.. �r 7 Septic System Specifics System Type: @ I () II ()III ()IV* O V* ❑ System is subject to operating permit* (Based on MN Rules Chapter 7080.2200 — 2400) ❑ System uses UV disinfection unit* *Additional Management Plan required Type of advanced treatment unit Dwelling Type Well Construction Number of bedrooms: 2 bedroom system Well depth (ft): System capacity/ design flow (gpd): 340 ❑ Cased well Casing depth: Anticipated average daily flow (gpd): ❑ Other (specify): Comments Distance from septic (ft): Is the well on the design drawing? OY O N Business? : O Y Q N What type? Soil Treatment Area (STA) Septic Tank ❑ First tank Tank volume: gallons ❑ Pump Tank gallons Does tank have two compartments? OY ON ❑ Effluent Pump make/model: ❑ Second tank Tank volume: gallons Pump capacity GPM ❑ Tank is constructed of TDH Feet of head ❑ Effluent screen: () Y O N Alarm ()Y Q N ❑ Alarm location Soil Treatment Area (STA) Mound/At-Grade area (width x length): 45 ft x 52 ft ❑ Inspection orfs EJCleanouts Rock bed size (width x length): 10 ft x 26 ft Location of additional STA: NIA ❑ Surface water diversions Type of distribution media: Rock Additional STA not available ❑ -2- UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA Your Septic System ❑ ❑learloac ' _Manhde I11pKIM PiPe _ Pftforated Ctnss-section at mound Oistrlbu6ol meda mvect-WPe' Tapson Send• Napoksdll�-- Septic System Specifics System Type: e I 011 0111 01V* 0 V* ❑ System is subject to operating permit* (Based on MN Rules Chapter 7080.2200 — 2400) ❑ System uses UV disinfection unit* *Additional Management Plan required Type of advanced treatment unit Dwelling Type Well Construction Number of bedrooms: 3 bedroom system Well depth (ft); System capacity/ design flow (gpd): 450 ❑ Cased well Casing depth: Anticipated average daily flow (gpd): ❑ Other (specify). Comments Distance from septic (ft): Is the well on the design drawing? (DY e N Business? : O Y O N What type? Soil Treatment Area (STA) Septic Tank ❑ First tank Tank volume: gallons ❑ Pump Tank gallons Does tank have two compartments? OY ON ❑ Effluent Pump make/model: ❑ Second tank Tank volume: gallons Pump capacity GPM ❑ Tank is constructed of TDH Feet of head ❑ Effluent screen:0 Y O N Alarm OY O N ❑ Alarm location Soil Treatment Area (STA) Mound/At-Grade area (width x length): 41 ft x 69 ft ❑Inspection Rock bed size (width x length): 10 ft x 37 ft ports Cleanouts of additional STA: N/A ❑ Surface water diversions Type of distribution media: Rock Additional STA not available ❑ -2- UNIVERSITY Septic System Management Plan OF MINNESOTAfor Above Grade Systems Homeowner Management Tasks These operation and maintenance activities are your responsibility. Chart on page 6 can help track your activities. Your toilet is not a garbage can. Do not flush anything besides human waste and toilet paper. No wet wipes, cigarette butts, disposal diapers, used medicine, feminine products or other trash! The system and septic tanks needs to be checked every 24 months Your service provider or pumper/maintainer should evaluate if your tank needs to be pumped more or less often. Seasonally or several times per year • Leaks. Check (listen, look) for leaks in toilets and dripping faucets. Repair leaks promptly. • Soil treatment area. Regularly check for wet or spongy soil around your soil treatment area. If surfaced sewage or strong odors are not corrected by pumping the tank or fixing broken caps and leaks, call your service professional. Untreated sewage may make humans and animals sick. Keep bikes, snowmobiles and other traffic off and control borrowing animals. • Alarms. Alarms signal when there is a problem; contact your service professional any time the alarm signals. • Lint filter. If you have a lint filter, check for lint buildup and clean when necessary. If you do not have one, consider adding one after washing machine. • Effluent screen. If you do not have one, consider having one installed the next time the tank is cleaned along with an alarm. Annually • Water usage rate. A water meter or another device can be used to monitor your average daily water use. Compare your water usage rate to the design flow of your system (listed on the next page). Contact your septic professional if your average daily flow over the course of month exceeds 70% of the design flow for your system. • Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least every fall. Fix or replace damaged caps before winter to help prevent freezing issues. • Water conditioning devices. See Page 5 for a list of devices. When possible, program the recharge frequency based on water demand (gallons) rather than time (days). Recharging too frequently may negatively impact your septic system. Consider updating to demand operation if your system currently uses time, • Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any major changes with your service provider or pumper/maintainer. During each visit by a service provider or pumper/maintainer Make sure that your service professional services the tank through the manhole. (NOT though a 4" or 6" diameter inspection port.) Ask how full your tank was with sludge and scum to determine if your service interval is appropriate. Ask your pumper/maintainer to accomplish the tasks listed on the Professional Tasks on Page 4. - 3 - UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA Professional Management Tasks These are the operation and maintenance activities that a pumper/maintainer performs to help ensure long- term performance of your system. At each visit a written report/record must be provided to homeowner. Plumbing/Source of Wastewater • Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any changes in water use and the impact those changes may have on the septic system. • Review water usage rates (if available) with homeowner. Septic Tank/Pump Tanks • Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate the riser cover for frost protection. • Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may not be watertight. If the water level is higher than the bottom of the outlet pipe of the tank, the effluent screen may need cleaning, or there may be ponding in the soil treatment area.) • Inspection pipes. Replace damaged or missing pipes and caps. • Baffles. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear of buildup or obstructions. • Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation. Recommend retrofitted installation if one is not present. • Alarm. Verify that the alarm works. • Scum and sludge. Measure scum and sludge in each compartment of each septic and pump tank, pump if needed. Pump • Pump and controls. Check to make sure the pump and controls are operating correctly. • Pump vault. Check to make sure it is in place; clean per manufacturer recommendations. • Alarm. Verify that the alarm works. • Drainback. Check to make sure it is draining properly. • Event counter or elapsed time meter. Check to see if there is an event counter or elapsed time meter for the pump. If there is one or both, calculate the water usage rate and compare to the anticipated use listed on Design and Page 2. Dose Volume: gallons: Pump run time: Minutes Soil Treatment Area • Inspection pipes. Check to make sure they are properly capped. Replace caps and pipes that are damaged. • Surfacing of effluent. Check for surfacing effluent or other signs of problems. • Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean at recommended frequency. • Vegetation - Check to see that a good growth of vegetation is covering the system. All other components — evaluate as listed here: -4- UNIVERSITY Septic System Management Plan OF MINNESOTA for Above Grade Systems Water -Use Appliances and Equipment in the Home Appliance Impacts on System Management Tips • Uses additional water. • Use of a garbage disposal is not recommended. • Adds solids to the tank. • Minimize garbage disposal use. Compost instead. Garbage disposal Finely -ground solids may not settle. • To prevent solids from exiting the tank, have your Unsettled solids can exit the tank tank pumped more frequently. and enter the soil treatment area. . Add an effluent screen to your tank. • Washing several loads on one day • Choose a front -loader or water -saving top -loader, uses a lot of water and may overload these units use less water than older models. your system. • Limit the addition of extra solids to your tank by • Overloading your system may using liquid or easily biodegradable detergents. Washing machine prevent solids from settling out in Limit use of bleach -based detergents and fabric the tank. Unsettled solids can exit softeners. the tank and enter the soil treatment • Install a lint filter after the washer and an effluent area. screen to your tank • Wash only full loads and think even — spread your laundry loads throughout the week. • Powdered and/or high -phosphorus • Use gel detergents. Powdered detergents may add detergents can negatively impact the solids to the tank. Dishwasher performance of your tank and soil . Use detergents that are low or no -phosphorus. treatment area. . Wash only full loads. . New models promote "no scraping". • Scrape your dishes anyways to keep undigested They have a garbage disposal inside. solids out of your septic system. • Finely -ground solids may not settle. . Expand septic tank capacity by a factor of 1.5. Grinder pump (in Unsettled solids can exit the tank . Include pump monitoring in your maintenance home) and enter the soil treatment area. schedule to ensure that it is working property. • Add an effluent screen. • Large volume of water may . Avoid using other water -use appliances at the same Large bathtub overload your system. time. For example, don't wash clothes and take a (whirlpool) • Heavy use of bath oils and soaps can bath at the same time. impact biological activity in your . Use oils, soaps, and cleaners in the bath or shower tank and soil treatment area. sparingly. Clean Water Uses Impacts on System Management Tips High -efficiency . Drip may result in frozen pipes . Re-route water directly out of the house. Do not furnace during cold weather. route furnace discharge to your septic system. Water softener • Salt in recharge water may affect • These sources produce water that is not sewage and Iron filter system performance. should not go into your septic system. Reverse osmosis • Recharge water may hydraulically • Reroute water from these sources to another outlet, overload the system. such as a dry well, draintile or old drainfield. • When replacing, consider using a demand -based • Water from these sources will Surface drainage overload the system and is recharge vs. a time -based recharge. Footing drains prohibited from entering septic • Check valves to ensure proper operation; have unit system. serviced per manufacturer directions -5- UNIVERSITY Septic System Management Plan for Above Grade Systems OF MINNESOTA Homeowner Maintenance Log Track maintenance activities here for easy reference. See list of management tasks on pages 3 and 4. Activity Date accomplished Check frequently: Leaks: check for plumbing leaks* Soil treatment area check for surfacing** Lint filter: check, clean if needed* Effluent screen (if owner -maintained)*** Alarm** Check annually: Water usage rate (maximum gpd Caps: inspect, replace if needed Water use appliances — review use Other: *Monthly "Quarterly * * * Bi -Annually Notes: "As the owner of this SSTS, I understand it is my responsibility to properly operate and maintain the sewage treatment system on this property, utilizing the Management Plan. If requirements in this Management Plan are not met, I will promptly notify the permitting authority and take necessary corrective actions. If I have a new system, I agree to adequately protect the reserve area for future use as a soil treatment system." Property Owner Signature: Date Management Plan Prepared By: Joseph J. Olson Certification # C1255 Permitting Authority: ®2015 Regents of the University of Minnesota. All rights reserved. The University of Minnesota is an equal opportunity educator and employer. This material is available in alternative formats upon request. Contact the Water Resources Center, 612-624-9282. The Onsite Sewage Treatment Program is delivered by the University of Minnesota Extension Service and the University of Minnesota Water Resources Center. From: chris@midwestsewer.com Sent: 09/14/2022 - 09:47 AM To: bradhayes88@gmaiI.com CC: rusty2654@comcast.net,ajohnson@ci.orono.mn.us Subject: Inspection Report Email - Failed CITY OF ORONO 2750 KELLEY PARKWAY ORONO, MN 55356 PH: (952) 249-4600 FAX: (952) 249-4616 Inspection Report 65 Stubbs Bay Road North Permit Number: SE22-000021 Site Address: 65 Stubbs Bay Road North, Orono, MN 55359 Property Owner: ANDREA MARIE GRONBERG Description: Septic install Inspection Date: 09/14/2022 Inspection Type: Building Code Review Inspection Results: Review Denied Inspection Status: General Comment 1. Please provided a compliance inspection for the existing mound system. Sincerely, k�— Christopher Uebe 612-437-3530 To schedule your inspections please call: (952) 249-4600 CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH AND SAFETY! Infield Soil Verification Report Date of Verification: 9 Soils Encountered Time: Site Address: ,,,, pJ Permit # S ,)a _ cow Limiting Condition & Distance: Boring Or Test Pit Location: G� << �4 c r r a ems! ; h e c� Depth In Inches Soils Encountered End Of Boring At: Redox Present At: Standing Water Present At: at sF City of Orono Septic Asbuilt Form ���ESHOP� Address S bhS Building Use �1 Installer License # L-<2 c/o D� Septic Tanks - 1060 Pump Tank / DoG System Type I ❑ II ❑ III ❑ Mound ❑ Trenches �V Pressure Bed ❑ Other Draw detailed diagram with measurements indicating distances to tank risers using 2 point structure. Show location of drop boxes and length of trenches. ie -i I MINNESOTA POLLUTION re Compliance inspection ort form CONTROL AGENCY p p p 520 Lafayette Road North Existing Subsurface Sewage Treatment System (SSTS) 5t. Paul, MN 55155-4194 Doc Type: Compliance and Enforcement Instructions: Inspector must submit completed form to Local Governmental Unit (LGU) and system owner within 15 days of final determination of compliance or noncompliance. Instructions for filling out this form are located on the Minnesota Pollution Control Agency (MPCA) website at httK)s://www. Rca.state.mn.us/sites/default/fileslw-wwists4-31 a. gdf. Property information Local tracking number: Parcel 1D# or SecfTwp/Range: 3211823340004 Reason for Inspection Permit Local regulatory authority info: City of Orono Property address: 65 Stubbs Bay Road Owner/representative: Alma Homes L.L.C. Owner's phone: 612-741-9069 _ Brief system description: Existing system Approximately 2 -1000 -gallon septic tanks, 1 -1000 -gallon lift station and 380 square feet of mound rock bed. System status System status on date (mm/dd/yyyy): 10/2/2022 ® Compliant — Certificate of compliance* (Valid for 3 years from report date unless evidence of an imminent threat to public health or safety requiring removal and abatement under section 145A.04, subdivision 8 is discovered or a shorter time frame exists in Local Ordinance.) *Note: Compliance indicates conformance with Minn. R. 7080.9500 as of system status date above and does not guarantee future performance. ❑ Noncompliant —Notice of noncompliance Systems failing to protect ground water must be upgraded, replaced, or use discontinued within the time required by local ordinance. An imminent threat to public health and safety (1TPHS) must be upgraded, replaced, or its use discontinued within ten months of receipt of this notice or within a shorter period if required by local ordinance or under section 145A.04 subdivision 8. Reason(s) for noncompliance (check all applicable) ❑ Impact on public health (Compliance component #1) — Imminent threat to public health and safety ❑ Tank integrity (Compliance component 42) — Failing to protect groundwater ❑ Other Compliance Conditions (Compliance component #3) — Imminent threat to public health and safety ❑ Other Compliance Conditions (Compliance component #3) — Failing to protect groundwater ❑ System not abandoned according to Minn. R. 7080.2500 (Compliance component #3) — Failing to protect groundwater ❑ Soil separation (Compliance component #5) — Failing to protect groundwater ❑ Operating permit/monitoring plan requirements (Compliance component #4) — Noncompliant - local ordinance applies Comments or recommendations There is 1.0 feet of sand under the the rock bed. TBM: Invert of the Calvert. ELV.-986.6 Certification I hereby certify that all the necessary information has been gathered to determine the compliance status of this system. No determination of future system performance has been nor can be made due to unknown conditions during system construction, possible abuse of the system, inadequate maintenance, or future water usage. By typing my name below, 1 certify the above statements to be true and correct to the best of my knowledge, and that this information can be used for the purpose of processing this form. Business name: Rusty Olson Soil 8, percolation Testing Certification number: 01255 Inspector signature: Joseph J. Olson License number: L810 (This document has been electronically signed) Phone: 763-498-8779 Necessary or locally required supporting documentation (must be attached) ❑ Soil observation logs ❑ System/As-Built ❑ Locally required forms ❑ Tank Integrity Assessment ❑ Operating Permit ❑ Other information (list): https://www.pca.state.mn,us 651-296-6300 800-657-3864 Use your preferred relay service Available in alternative formats wq-wwists4-31b • 4/28/2021 Page 1 of 4 Property Address: 65 Stubbs Bay Road Business Name: Rusty Olson Soil & percolation Testing 1. Impact on public health — Compliance component #1 of 5 Compliance criteria: System discharges sewage to the ❑ Yes' ® No ground surface System discharges sewage to drain ❑ Yes` ® No tile or surface waters. System causes sewage backup into ❑ Yes" ® No Any "yes" answer above indicates the system is an imminent threat to public health and safe Describe verification methods and results: Visual. Nothing was found Date: 10/2/2022 Attached supporting documentation: ❑ Other: ® Not applicable 2. Tank integrity—Compliance component #2 of 5 Compliance criteria: System consists of a seepage pit, cesspool, drywell, leaching pit, or other pit? Sewage tank(s) leak below their designed operating depth? Yes' M No ❑ Yes' ® No _If yes, which sewage tanks) leaks: � Any "yes" answer above indicates the system is failing to protect groundwater. Describe verification methods and results: Duanes Septic Service pumped the tanks. Attached supporting documentation: ❑ Empty tank(s) viewed by inspector Name of maintenance business: License number of maintenance business: Date of maintenance: ® Existing tank integrity assessment (Attach) Date of maintenance 9_126/2022 (mmidd/yyyy): (must be within three years) (See form instructions to ensure assessment complies with Minn. R. 7082.0700 subp. 4 B (1)) ❑ Tank is Noncompliant (pumping not necessary - explain below) ❑ Other: https://www.pca.state.mn.us 651-296-6300 800-657-3864 • Use your preferred relay service Available in alternative formats wq-wwists4-31b • 4/28/2021 Page 2 of 4 Property Address: 65 Stubbs Bay Road Business Name: Rusty Olson Soil & percolation Testing Date: 10/2!2022 3. Other compliance conditions — Compliance component #3 of 5 3a. Maintenance hole covers appear to be structurally unsound (damaged, cracked, etc.), or unsecured? ❑ Yes* ® No ❑ Unknown 3b. Other issues (electrical hazards, etc.) to immediately and adversely impact public health or safety? ❑ Yes* ® No ❑ Unknown "Yes to 3a or 3b - System is an imminent threat to public health and safety. 3c. System is non -protective of ground water for other conditions as determined by inspector? ❑ Yes* ® No 3d. System not abandoned in accordance with Minn. R. 7080.2500? *Yes to 3c or 3d - System is failing to protect groundwater. Describe verification methods and results: Visual. Nothing was found Attached supporting documentation: ® Not applicable ❑ ❑ Yes' ® No 4. Operating permit and nitrogen BMP* — Compliance component #4 of 5 ❑ Not applicable Is the system operated under an Operating Permit? ❑ Yes ❑ No If "yes", A below is required Is the system required to employ a Nitrogen BMP specified in the system design? ❑ Yes ❑ No If "yes", B below is required BMP = Best Management Practice(s) specified in the system design If the answer to both questions is "no", this section does not need to be completed. Compliance criteria: a. Have the operating permit requirements been met? ❑ Yes ❑ No b. Is the required nitrogen BMP in place and properly functioning? ❑ Yes ❑ No Any "no" answer indicates noncompliance. Describe verification methods and results: Attached supporting documentation: ❑ Operating permit (Attach) ❑ https://www,pca.state.mn.us 651-296-6300 800-657-3864 Use your preferred relay service Available in alternative formats wq-wwists4-31b • 412812021 Page 3 of 4 Property Address: 65 Stubbs Bay Road Business Name: Rusty Olson Soil & percolation Testing 5. Soil separation — Compliance component #5 of 5 Date of installation 8/27/1996 ❑ Unknown (mmldd/yyyy) 5horelandlWellhead protection/Food ❑ Yes ® No beverage lodging? Compliance criteria (select one): 5a. For systems built prior to April 1, 1996, and ❑ Yes ❑ No - not located in Shoraland or Wellhead Protection Area or not serving a food, beverage or lodging establishment: j Drainfield has at least a two -foot vertical separation distance from periodically saturated soil or bedrock. 5b. Non-performance systems built April 1, 1996, or later or for non- performance systems located in Shoreland or Wellhead Protection Areas or serving a food, beverage, or lodging establishment. Drainfield has a three-foot vertical separation distance from periodically saturated soil or bedrock.* Date: 10/2/2022 Attached supporting documentation: ❑ Soil observation logs completed for the report ❑ Two previous verifications of required vertical separation ❑ Not applicable (No soil treatment area) ® Yes ❑ No* Indicate deaths or elevations 5c. "Experimental', "Other", or "Performance" ❑ Yes ❑ No* systems built under pre -2008 Rules; Type lV or V systems built under 2008 Rules 7080. 2350 or 7080.2400 (Intermediate Inspector License required <_ 2,500 gallons per day; Advanced Inspector License required > 2,500 gallons per day) Drainfield meets the designed vertical separation distance from periodically saturated soil or bedrock. *Any "no" answer above indicates the system is failing to protect groundwater. Describe verification methods and results: A. Bottom of distribution media 981.9 B. Periodically saturated soil/bedrock 979.1 C. System separation 2.$ D. Required compliance separation* 2.55 *May be reduced up to 15 percent if allowed by Local Ordinance. Upgrade requirements: (Minn. Stat. § 115.55) An imminent threat to public health and safety (ITPNS) must be upgraded, replaced, or its use discontinued within ten months of receipt of this notice or within a shorter period if required by local ordinance. If the system is failing to protect ground water, the system must be upgraded, replaced, or its use discontinued within the time required by local ordinance. If an existing system is not failing as defined in law, and has at least two feet of design soil separation, then the system need not be upgraded, repaired, replaced, or its use discontinued, notwithstanding any local ordinance that is more strict. This provision does not apply to systems in shoreland areas, Wellhead Protection Areas, or those used in connection with food, beverage, and lodging establishments as defined in law. https://www,pca.state.mn.us 651-296-6300 800-657-3864 Use your preferred relay service • Available in alternative formats wq-wwists4-31b • 4/28/2021 Page 4 of 4 CONROLMINNESOTA N�CY ON Sewage tank integrity assessment form 520 Lafayette Road North Subsurface Sewage St. Paul, MN 55155-4194 Treatment Systems (SSTS) Program Property address: %j Parcel 0 City State: _M �V. - Zip code: _ !�,C✓ 3 S ci I Purpose. This form may be used to certify the compliance status of the sewage tank components of the SSTS. This form is not a complete SSTS inspection report, only a tank integrity assessment, and may only certify sewage tank compliance status when entirely completed and signed by a qualified professional. SETS compliance inspection report forms can be found at: illttas.11wwvd�aca_state r!n.usl�vairlirrctiot�s. Instructions: This form may be completed, and signed, by a Designated Certified Individual (DCI) of a licensed SSTS inspection, maintenance, installation, or service provider business who personally conducts the necessary procedures to assess the compliance status of each sewage, tank in the system. A copy of this information should be submitted to the system owner and be maintained by the licensed SSTS business for a period of five (5) years from the assessment date. When this form is signed by a qualified certified professional, it becomes necessary supporting documentation to an Existing ! System Compliance Inspection Report: Comp ianca__torrr, w x._ t;=__et;q-vs +silts 31. This form can be found on l the M P C A website at h"�stais.mn, sltirirt�rlrns ctio , ! The information and certified statement on this form is required when existing septic tank compliance status is determined by an l individual other than the SSTS Inspector that submits an inspection report This form represents a third party assessment of SETS component compliance and is allowable under Minn. R. 7082.0700, subp. 4 item (B) subitem (1). This form is valid for a period of three years beyond the signature date on this form unless a new evaluation is requested by the owner or owner's agent or is required according to local regulations. Additional Administrative Rule references for this activity can be found at Minn. R, 7082.0700, subp. 4 Items B, C, and D; 7083.0730 Item C. l [Certificate of sewage tank compliance ❑ Notice of sewage tank non-compliance Affirm a I three statements: Select all that apply: The SETS does not contain a seepage pit, cesspool, ❑ The SSTS has a seepage pit, cesspool, drywell, drywell, leaching pit, or other pit. leaching pit, or other pit —"f=ailure to Protect [t __does not contain a sewage tank that was designed Groundwater." to be watertight, but subsequently leaks below the ❑ It has a sewage tank that was designed to be d ned operating depth, watertight, but subsequently leaks below the designed It does not represent an imminent safety threat by operating depth —"f=ailure to Protect Groundwater." reason of unsecured, damaged, or weak ❑ It presents a threat to public safety by reason of maintenance hole cover(s) or other unsafe condition. unsecured, damaged, or weak maintenance hole cover(s) or other unsafe condition -- w"Imminent Threat to Public Health or Safety." Company information Company name: _Duane's Septic Service Designated Certified Individual (DCI) information Print name: 1) 41 "1- ,V e _ ]'AZ Business license number: 654 _ _ Certification number cz.0 b'Lf I personally conducted the work described above as a Designated Certified Individual of a Minnesota -licensed SSTS inspection, maintenance, installation, orservice provider Business. 1 personally conducted the necessary procedures to assess the compliance status of each sewage tank in this SSTS. By typing/signing my name below, 1 certify the above statements to be true and correct, to the best of my knowledge, and that this information can be used for the purpose of processing this form. Designated Certified n Individual's signature: /��� Date (mmlddlyyyy): �— L [- Z 2 (This dacument has been electron�Iyned. j www.pca.state.mn,us 651-296-6340 800-557-3664 Use your preferred relay service Available in alternative formats wq-wwi5t54-91 • 115121 Page 1 of 1 5873 Robert Road Soil Log #4 Boring ❑ pit Elevation 9789 Depth to SHWT 12 Inches Depth (in) Texhlre fragment % matrix color redox color consistence grade shape 0-22 Loam <35 10yr2/1 Friable Strong Blocky 22-30 Clay Loam <35 10yr2/2 10y4/8 Friable Strong Blocky <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky 7S0 firm moderate prismatic platy ri id strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 5873 Robert Road Soil Log #5 D Boring ❑ pit Elevation 980.6 Depth to SHWT 26 Inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-26 Loam <35 10yr2/1 Friable Strong Block} <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strop 2 massive <35 loose loose grain 35-50 friable weak granular blocky granular >50 firm moderate prismatic platy rigid stronR massive <35 loose loose single grain 35-5a friable weak granular blocky >50 firm moderate prismatic platy ri id strong massive 1 hereby certify this work was completed in accordance with MN 7080 and any local reqs. Rusty OlsoWs Soil & Pere 810 D tgner Signature Company License ## Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner/ project: Gerrett Gronberg Date 5/7/2022 Property Address / FID: 5873 Robert Road Soil Survey Information ❑ refer to attached soil survey Parent matl's: 21 Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summit ❑ Shoulder 1] Side slope ❑ Toe slope soil survey map units: 132A slope b % direction- Linear Soil Log 46 0 Boring ❑ pit Elevation 981.6 Depth to SHWT 34 inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-12 Mound fill <35 12-34 Loam <35 10yi2i 1 Friable Strong Block} 34-40 Clay Loam <35 10yr2/2 I Oy4/8 Friable Strong Blocky <35 loose loose single grain 35-54 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: rs i \ / a 1 / 41 IA meq 2.rra� it L ' o � � r r� i --996— v f \ — X9888--31X \�— i o, O O rrl m v iua ~l 0 / 4 - ..... m Km y J rr 7.. /b _ o • ,� W 4.\ r ACKTOP~---^-•° _---- S T U B B S_B A Y ROA6WAY\ _ rr------ ROAD -SOUTH Pump and Alarm Verification Fc Site Address: (05 'S+v66 5 Z C.- 4� Company Name: _�' ��" /'e ' License #: _ 1. That a representative or I of my company has verified that the In sounded by lifting the float switch and the alarm light is on and tl the float switch. 2. If applicable, that myself or a representative of my company has Outdoor Filter Alarm sounded by lifting the float switch and the Date: Print Name: Signed: -- '►� Please upload to your permit in Citizenserve when Final Inspection and certificate of compliance cannot be issue( 2/10/2023 Mr. Garrett Gronberg 65 Stubbs Bay Road N Orono, MN 55356 Permit Number: SE22-000021 To Whom It May Concern: This letter, along with a copy of the approved OSTP As -Built Form, serves as the Certificate of Compliance for the Subsurface Sewage Treatment System (SSTS) installation at 65 Stubbs Bay Road N in the City of Orono. The design was reviewed, a permit was issued, the installation was inspected, and final approval has been granted for use in compliance with the approved OSTP As -Built Form. As a reminder, proper care and maintenance in accordance with your SSTS management plan is needed in order to extend the life of your septic system. County Ordinance requires your septic system be pumped every three years or as necessary to maintain the life of the system. If you have any questions or need additional information, you may contact the office at 952-442-7520. Sincerely, ch4'1�Sto-ph,e4' ueble/ Christopher Uebe Septic Inspector Certification # C9852 Cc: City File 2750 Kelley Parkway Orono, MN 55356 Phone: 9S2-249-4600 Fax: 952-249-4616 http://www.ci.orono.mn.us/ INSPECTION RECORD PERMIT NUMBER '5 P-.- - C90DC]a REQUIRED INSPECTIONS MUST CALL TO SCHEDULE NO LATER THAN THE Note: Permit holder is responsible to call for these BUSINESS DAY PRIOR TO THE INSPECTION DAY 8:00 A.M. TO 4:30 P.M. Monday thru Friday inspections. 952-442-7520 Site Address: 6 5 S -+ )kph 5 E-3njw d Description: w 1N, -A SsT5 Permission is hereby granted to: Owner: (Gi Contractor: c►ht "� 5011 5 To install or construct the improvements applied for. This permit is granted upon the condition that the person to whom it is granted, and his agents, employees and workmen, shall conform in all respects to the Ordinances of the Municipality of C) rtand to the Statues of the State of Minnesota in such cases made and provided, this permit may be revoked at any time upon violation of any of the provisions of said Ordinances, Statues, or for any misrepresentation in the application. This card and reviewed construction plans must be posted at the worksite and maintained until all inspections have been approved. NO INSPECTION will be performed if card and plans are not available to inspector. REINPSECTION FEE WILL BE CHARGED. NO DEVIATIONS FROM THE APPROVED PLANS ARE ALLOWED WITHOUT PRIOR CONSENT FROM THE BUILDING INSPECTIONS DEPARTMENT. Do not occupy until all final inspections have been completed. Permit expires when building and work is not commenced within 180 days or if building and work is suspended, abandoned or not inspected for 80 days. Occupancy: Construction: Notes:y, r//q/`,�-,;), rleccl L r'1 � (JL' C-k�G �'1 4r 7C ► S � Y7. c.1 ��G"4..0 m ')L ho ; --s Al S 1X-1 I T P'p fir.-` Required Inspections Date Inspector Plan Review n (q Soils Confirmation G 1-2z e-, Scarification tG rr ► /- 7. ~^ Septic & Pump Tanks l 1 (/-.I "A [ ` Rock bed/Laterals L a 11 r !"' [- `--L Final 7, ho �P.3 C,-\ Notes:y, r//q/`,�-,;), rleccl L r'1 � (JL' C-k�G �'1 4r 7C ► S � Y7. c.1 ��G"4..0 m ')L ho ; --s Al S 1X-1 I T P'p fir.-` Infield Soil Verification Report Date of Verification: 9 Soils Encountered Time: Site Address: ,,,, pJ Permit # S ,)a _ cow Limiting Condition & Distance: Boring Or Test Pit Location: G� << �4 c r r a ems! ; h e c� Depth In Inches Soils Encountered End Of Boring At: Redox Present At: Standing Water Present At: at