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2011-00901 - new septic
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265 Hollander Road - 25-118-23-43-0016
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2011-00901 - new septic
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Last modified
8/22/2023 4:15:54 PM
Creation date
2/22/2017 1:01:36 PM
Metadata
Fields
Template:
x Address Old
House Number
265
Street Name
Hollander
Street Type
Road
Address
265 Hollander Road
Document Type
Septic
PIN
2511823430016
Supplemental fields
ProcessedPID
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�; <br /> ! ��P TESTING� ��C. Steven B. Schirmers • MPCA Cert.No. 627 <br /> 951 Katydid Lane NE •' St. Michael, MN 553F� �763)-497-5066 <br /> State License #394 <br /> w a r` � , CITY fJF ORC}Nd <br /> � ,� i �'� ,�.1,_.'� � <br /> ��1_, t� SEPTIC PE MI J��R <br /> ! iNSPECTOR ,..... <br /> August 13, 2008 .��' � , :-��` E�� . r- :. i n�TE r� ��PERMIT Na. <br /> nrr�x�vr:n ns suA�it1TEU <br /> o �,��R��'(:DW(THCORR�CTIOI�,�� <br /> Mark Doepke ' C] h��"r APPROVED-CORR6CFa Rssuaa�?' <br /> Thcsc commcnts are 1'or your informatial. A�t�k iNdfiR�� <br /> ZG5 HOIIa11C�eC RC�. Qj�ON ; i� F�iu cumplinnce wi�h al1 app►icuWo asptia+mtsoaloi oei1�. <br /> �C(�,p I IZcquircmenls including items noi apeciCcatly aMOdIM�i� <br /> Orono, Henn. Co., MN Z' ; Kerr T�us rc.nr sET oN StTB AT ALLTWfS <br /> A compliance inspection was completed for the existing on-site sewage treatment <br /> system located on this property. The system consists of 2-1000 gallon septic tanks & a <br /> trench system. The bottom of the 1 st & 3rd trenches was found at 36" &42" below <br /> grade. Soil borings#1A & ZA found mottled soil (redox features) at 30" &40" below <br /> grade. This system has no separation from the bottom of the trenches & redox features <br /> & is classified as non-compliant. <br /> This on-site sewage treatment system is designed for a Type 1, 4 bedroom home, in <br /> accordance with the Minnesota Pollution Control Agency Chapter 7080 and local <br /> ordinances. <br /> Th,e soils,on this site are a sandy loam to clay loam. The periodically saturated soils <br /> 24 to 38 were located at (redox features). Due to the seasonally saturated soils, a <br /> Pressurized Mound System will need to be installed to treat septic effluent. The bottom <br /> of the rock must be located at least 3' above,the saturated soils. pR0 <br /> ���4�Y <br /> The soils at a depth of 12" have a percolation rate of 4.8 mpi. <br /> The existing tanks may be used if water tight. If not water tight, abandon, pump &fill <br /> with soil & install new tanks to meet Orono Ordinance. <br /> A pumping chamber will need to be installed to lift the effluent to the treatment area. <br /> The power supply and switches must be located outside the manhole and pumping <br /> chamber in a weather proof enclosure. A warning device must be installed with a light <br /> and sound device, this is in case of a pump ;failure. � <br /> OR 1 ���� <br /> ONO COPY ������M� <br /> � <br />
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