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Bayside Road - (AKA: Co. Rd. 84)
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4185 Bayside Road - 06-117-23-14-0012
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Last modified
8/22/2023 5:23:37 PM
Creation date
9/1/2015 2:25:58 PM
Metadata
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Template:
x Address Old
House Number
4185
Street Name
Bayside
Street Type
Road
Address
4185 Bayside Rd
Document Type
Septic
PIN
0611723140012
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' ' �7�P TESTING� �NC. Ste en B. Schirmers • MPCA Cert.No. 627 <br /> 951 Katydid Lane NE • S . Michael, MN 55376 � (763) 497-3566 <br /> FAX (763)-497-5011 <br /> State License #394 <br /> � ORONO Cd�`� OF ORONO <br /> SE'p'CI p P I� R VIE <br /> November 28, 2007 INSPECTO�, <br /> DATE ��"�°�' PERM[T NO.,,,_.._,._._ <br /> Ap�t(�VEp S SL'AM(TTED <br /> � �►PPROVED ITH CORRECTiOIv"S AS NOTEU <br /> Allan Rezabek N07'111PPR0 ED-CORRECT Ic RESL`H�1IT <br /> 4185 Ba side Rd. ������'� ur iaformativa. Ail work shall be dune <br /> y 1tJ fu11 contpiiencC with I appticabte ceptic and zoning coJc. <br /> Orono, Henn. Co., MN Requitementsimc{uding temsnotspeciticallynoteJinWisreview. <br /> K6EP iHiB Pi.A1�i� Q1�SITB AT ALI.71MES <br /> A Compliance Inspection was completed for the xisting on-site sewage treatment <br /> system located on this property. The system co sists of 2 septic tanks & 2 trench <br /> systems (one old system) with the top of the roc 30" below grade & effluent 12" above <br /> the rock & the bottom of the rock at 48" below gr de. An additional system was added <br /> � finding the top of rock 6" to 12" below grade & th bottom of the rock at 24" to 30" <br /> below grade. Soil borings #1A & 2A found mottl d soil (redox features) at 26" & 28" <br /> below grade. This system does not meet the re uired separation from the bottom of <br /> the rock & redox features & is classified as non- ompliant, failing to protect the ground <br /> water. <br /> This on-site sewage treatment system is design d for a Type 1, three bedroom home, <br /> in accordance with the Minnesota Pollution Con ol Agency Chapter 7080 and local <br /> ordinances. <br /> O ONO COPY' <br /> The soils on this site are a clay loam. The mottl d soils were located at 16" to 20" <br /> (redox features). Due to the redox features, a P essurized Mound System will need to <br /> be installed to treat septic effluent. The bottom f the rock must be located at least 3' <br /> above the redox features. <br /> All property lines must be located prior to install tion. <br /> The existing tanks may be used if water tight & ave a minimum capacity of 1000 <br /> gallons each. If not the tanks will need to be ab ndoned, pumped & filled in with dirt. <br /> The soils at a depth of 12" have a percolation r te of12.0 mpi. <br /> ����� '��� � ORONO COPY <br /> ,._,..�aRoo�s, �r��uctt���tt� <br /> �F�����o�� <br />
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