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1993 - Req. for rev. of septic sys. nonconformity
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2700 White Oak Circle - 04-117-23-42-0021
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1993 - Req. for rev. of septic sys. nonconformity
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Last modified
8/22/2023 5:14:17 PM
Creation date
2/3/2020 9:06:32 AM
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x Address Old
House Number
2700
Street Name
White Oak
Street Type
Circle
Address
2700 White Oak Cir
Document Type
Septic
PIN
0411723420021
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• <br /> Xan Eeckhout Building Corporation Ka <br /> December 8, 1976 <br /> ` Page two <br /> In addition to the above percolation test holes, eight test borings (A-1 ,,rir <br /> through A-8) were drilled to a depth of 13 feet below the existing ground surface <br /> • <br /> to determine If the water table is less than that depth. According to the reed- <br /> ings listed on the log sheets, It is our opinion that the level of the longterm <br /> ground water table was located at a depth greater than 13 feet belowthe exist- <br /> . <br /> ing ground surface in most cases, and below a depth of 8 feet in all cases. <br /> Fluctuations in the water level may occur over a wide range, depending upon e' <br /> the amount of precipitation, evaporation and surface runoff which will vary <br /> with seasonal changes. <br /> Based on the test results, installation of individual soil absoprtion dis- <br /> posal systems should be acceptable for a recommended design rate of 60 minutes per <br /> inch. The observed water table in the area is at a depth greater than 6.5 feet <br /> below the existing ground surface, making an absorption system acceptable accord- <br /> ing to state code regulations. <br /> The provisions of the "Ordinance and Code Regulating Individual Sewage Dis- <br /> posal Systems" (1971) , as recommended by the Minnesota Department of Health, as <br /> well as any local ordinances and codes, should be followed in the design and in- <br /> stallation of the disposal systems. <br /> If there are any questions with regard to this report, please do not hesi- <br /> tate to contact us. <br /> I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, Very truly yours, <br /> OR REPORT WAS PREPARED BY ME OR UNDER MY <br /> DIRECT SUPERVISION AND THAT I AM A DULY SOIL TESTING SERVICES OF MINNESOTA, INC. <br /> REGISTERED PROFESSIONAL ENGINEER UNDER THE <br /> :AWS OF THE STATE OF MINNESOTA.4222°""4"1"-- 3""'"-w--,9C2.444110 "-•. <br /> James H. Overtoom, P.E. <br /> DATED / REG NO.07e, L Registered Professional Engineer, Minnesota <br /> Enclosures: Soil Percolation Test Location Diagram <br /> Percolation Test Summary Sheets <br /> General Notes <br /> Unified Soil Classification System <br /> JHO/lw <br /> ., .M�«........+wr...i..ewA........r M........i.,.w.....J....,.a.w.,.....r.,54 •5,r.�..,.......w-,,,...,.. ..,. <br />
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