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2018-00147 - septic
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2018-00147 - septic
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Last modified
8/22/2023 5:25:15 PM
Creation date
2/12/2018 3:05:54 PM
Metadata
Fields
Template:
x Address Old
House Number
125
Street Name
Bayside
Street Type
Trail
Address
125 Bayside Tr
Document Type
Septic
PIN
0611723220029
Supplemental fields
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tc9 )60 Roti,b4 <br /> a /6m <br /> DESIGN FOR AN SUBSURFACE SEWAGE TREATMENT <br /> SYSTEM (SSTS) <br /> I PREPARED BY: <br /> CITY OF ORONO <br /> CHIP'S SEPTIC SERVICE LLC. SEPTIC PE,„,c IT PLA EVIEW <br /> Pernel"Chip"Hentges INSPECTOR <br /> 16762 Babcock Ave. <br /> S ATEit/ PERMIT NO. if-010l f7' <br /> ►= PPR 'ED AS SUBMITTED <br /> Lester Prairie,MN 55354 ,/ELI APPROVED WITH CORRECTIONS AS NOTED <br /> 952-200-3176 1:::1 NOT APPROVED-CORRECT&RESUBMIT <br /> chipseptic@gmail.com gtnail.com Thcsc comments are for your information. All work shall be done <br /> in full compliance with all applicable septic and toning code. <br /> Requirements including items not specifically noted in this review. <br /> Minnesota Pollution Control Agency IndividttiEST6gageN SET UN SITE AT ALL TIMES <br /> Treatment System License No. 2064 <br /> For: <br /> M &M Contractors <br /> Paul Ave South <br /> Cologne,MN 55322 <br /> NO COPY <br /> LOcation of proposed septic system site: <br /> PID# 0611723220029 <br /> 125 Bayside Trail <br /> Orono,MN 55359 <br /> This site will be designed for an Above Grade Drain field upgrade <br /> The site must remain protected until construction begins. <br /> (This is the responsibility of the owner and or General Contractor) <br /> This site evaluation was completed on December, 12, 2017. It is for a type one dwelling <br /> with and estimated flow of 750 gallons per day. Soils information indicated a seasonal <br /> water table at 12 inches.An above grade drainfield will be used to meet the 3 foot <br /> separation from the seasonal high watertable as required by MPCA Agency Rules and <br /> Standards, Chapter 7080,81. <br /> The Mound System design area is 46 feet wide with a length of 99 feet. Pin Flags and <br /> lath have marked the location of the soil borings,plus the boundary of the rockbed and <br /> drainfield. <br /> The proposed system will require(1) 1250-gallon septic tank, (1) 1000 gallon septic tank, <br /> and(1) 1500 gallon dosing tank. The pump will need to be sized to deliver 36 gallons <br /> per minute with a lift of 21 feet of total head. An Effluent filter will be installed in the <br /> second tank and must be cleaned twice a year (spring and fall). This is the <br /> responsibility of the owner, <br />
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