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Home My WebLink About10/15/2020 Tank ReportTank Report Elmer I Peterson Co. 5921 Dague Ave. Delano, MN 55,528 Phone 768-972-2420 Fax 768-972-7217 MPCA License# 219 Dale Olsen 4680 Creekwood Trail Maple Plain, MN 55359 972-768-4488 Baffles: ON / OFF Date: October 15, 2020 Tank Capacity: 2-1000 Gallon Tanks, 1-1250 Gallon Tank Per City Records # of Tanks: 3 Type of Tanks: Concrete Gallons Pumped: 3000 Manholes to Grade: YES / NO Comments: On October 15, 2020, Elmer J. Peterson Co. Uncovered 2nd manhole ( 8 inches deep) and pumped tanks. Tanks are rotten. NOTE: This is only a tank report. This is not a compliance inspection for point of sale nor does it replace a compliance inspection. Property address: , kr tip✓ _{,f ' ,1 � (MI Inspectorinitiais/Date: 1. Impact on Public Health —Compliance component #1 of 5 System discharge sewage to the I ❑ Yes ❑ No ground surface. System discharge sewage to drain tile 1 ❑ Yes ❑ No System cause sewage backup intoI ElYes El No dwelling or establishment. Any "yes" answer above indicates the system Is an imminent Threat to Public Health and Safety. Comments/Explanation: 2. Tank Integrity —Compliance component #2 of 5 System consists of a seepage pit, ❑ Yes ❑ No cesspool, drywell, or leaching pit. Seepage pits meeting 7080.2550 maybe Sewage tank(s) leak below their I ❑ Yes ❑ No If yes, which sewage tank(s) leaks: Any "yes" answer above Indicates the system is Failing to Protect Groundwater. Comments/Explanation: Verification method(s): ❑ Searched for surface outlet ❑ Searched for seeping in yard/backup in home ❑ Excessive ponding in soil system/D-boxes ❑ Homeowner testimony (See Comments/Explanation) ❑ "Black soil" above soil dispersal system ❑ System requires "emergency" pumping ❑ Performed dye test ❑ Unable to verify (See Comments/Explanation) ❑ Other methods not listed (See Comments/Explanation) Verification method(s): ❑ Probed tank(s) bottom ❑ Examined construction records ❑ Examined Tank Integrity Form (Attach) ❑ Observed liquid level below operating depth ID Examined empty (pumped) tanks(s) ❑ probed outside tank(s) for "black soil' ❑ Unable to verify (See Commonts/Explanation) ❑ Other methods not listed (See CommenivExplana6on) 3. Other Compliance Conditions —Compliance component #3 of 5 a. Maintenance hole covers are damaged, cracked, unsecured, or appear to structurally unsound. ❑ Yes* ❑ No ❑ Unknown b. Other issues (electrical hazards, etc.) to immediately and adversely impact public health or safety. p Yes" OW ❑ Unknown *System is an imminent threat to public health and safety Explain: c. System is non -protective of ground water for other conditions as determined by inspector ❑ Yes* ❑ No *System is falling to protect groundwater Explain: www.pca.state.mn.us • 651-296.6300 • 800-657.3864 M 651-282-5332 or 800-657-3864 • Available in attemative formats wq-wwists4-31 • 1124112 Page 2 of 3 Property Owner / project: Property Address / PID: Soil Observation Log www.SeptieResource.com vet's 12.4 Dale Olsen 4680 Creekwood Trail Date 11/3/2020 Soil Surve Information ❑ refer to attached soil survey Parent mati's: O Till ❑ Outwash ❑ Lacustrine El Alluvium ❑Organic ❑ Bedrock landscape position: ❑ summit ❑ Shoulder Q Side slope O Toe slope soil survey map units: L3713 slope % direction- Lineal Soil Log #1 R Boring ❑ Pit Elevation 98.9 Depth to SHWT 20 Inches Depth (in) Texture fragment % matrix color redox color consistence grade shape 0-16 Topsoil <35 10yr2/1 Friable Moderate Blocky 16-20 Clay Loam <35 10yr3/3 Friable Strong Blocky 20-26 Clay Loam <35 10yr4/3 IOy4/8,1-6/10y Firm Strong Blocky loose loose single grain <35 friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive loose loose single grain <35 friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive Comments: 4680 Creekwood Trail Soil Log #Z 2 Boring O Pit Elevation 100.9 Depth to SHWT 24 Inches Depth (in) Texture fi•agment % matrix color redox color consistence grade shape 0-37 Fill <35 Mound sand Loose Loose single grain 37-44 Loam <35 1Oyr2/1 Friable Moderate Blocky loose 44-49 Clay Loam <35 10yr3/3 Friable weak moderate Blocky strong <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy. >50 rigid strong massive <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid I strong massive 4680 Creekwood Trail Soil Log 43 ❑ Boring El Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive loose loose single grain < friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive 1 hereby certfi' this work was completed in accordance with MN 7080 and any local reqs. Rusty Olson's Soil & Perc 810 Designer Signature ,_ Company License C7, 1 sw �wa