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<br /> i.,,,..:,,,;-.:.,..,, S—P TING INC.
<br /> i TESTING,�, Stever. B. Schirmers — MPCA Cert. No. 627 <.44,....,-..;,2,:.,
<br /> �
<br /> 951 Katydid Lane NE • S'.• Michael, MN 55376 • (612) 497-3566 ;
<br /> 1."'''''''":‘;.;',,,„ ;gin 1995
<br /> 1+ s{
<br /> •..A
<br /> r='sJohn Grode
<br /> { , '- 2350 Shadowoads e.
<br /> „ .? ' Orono, Henn. Co. , M1•'
<br /> s a.
<br /> b 9 Y r' Y"j,z'artt
<br /> + " This site has been co. pac i r . a c= e• tru . traveling over s,�
<br /> �°Z '� the proposed On-Site r"ewoge Treatment .its whi • •••:a£ roped off F !
<br /> .y ion of ti'1 home ; , i F.� t were !�
<br /> fenced dozing construction
<br /> * ' completed it the trave led area ic., had ;`. :..ercoie"ion test • 4� >
<br /> of j l ? F 3 r.
<br /> s c pacted he ?rea i , r ; t•''
<br /> r,t. results indicating t sol. `
<br /> had the least amount of co:' pec i :r . .end is he ea to be used. ;',
<br /> State & local codes classify t site unsulto C for mound �++,.
<br /> °W x t. ].4..n soil means : r �
<br /> . `4t construction if crit _ soil
<br /> • , g soils that e ecr moved, smeared, 4,11,,,,',.;
<br /> �,`rta " naturally oc_curing �n_c ,�
<br /> ,.,1§t.�'" compacted nor manipU' ..Gd with construction t k:C ' rent. �L:C- t0 '
<br /> e placement of
<br /> ,. ig 1 re air ,, ;
<br /> �� this site not having � inn 1 ean
<br /> '''''.-",:-4.4,..:'..14,ra Standard Mound System, the system l ^C'- ` lfi Cl as
<br /> ,'• Alternative `system urr.ser Chapter tcG �.2i�i •'''•pr^ 'dix A. An 1 * - '.>
<br /> Alternate well '•1i.11 function ..‘i'.4'4-,%4`Alternative System :o tisur=� o: :�,
<br /> t.�ki'- and will need approval from the ity Official . rsT,51.
<br /> • ` The soils on this site are a
<br /> clay ioar r,er.tonally high waterv. ,t.,:4"
<br /> tables Due to the
<br /> was located at z 2 to 22" , (mottled soil , . Jf�0
<br /> seasonally high water table, a Pressurized .;o'.. ;d System will be •
<br /> fM
<br /> needed to treat septic effluent. The bottom G the rock bed -t5.
<br /> located at least 3 ' above the season: _ high water . j
<br /> :::::',['':;:;11
<br /> -,,'"4-
<br /> :,.''4-1'''4.-^---'''' ,.::,.
<br /> '.';::::;42;....1�q";� nmust be OCa ed �?�-
<br /> table. +;I
<br /> 's 7 �
<br /> It
<br /> In the area of TH43, recommend t^e soil be a :.ed over 16" deep to ;
<br /> help break up the co .patted soil .
<br /> Due to this site beim t` install recommend tinstall a minimum of .„14-“ ,,,,„
<br /> M.t fit., .
<br /> 2000 gallon pumping chamber to allow for adder. reserve storage. :t.-1.g.:4:-.-
<br /> accept
<br /> Tt
<br /> ' The added storage would be used if .he mound stem will not s,«w, s-
<br /> t
<br /> accept 600 gal/day. The flow would need to ::,:_ reduced & a timer ?..:;(#4:4;,!":
<br /> installed and reduce the amount of effluent delivered to the system
<br /> and allow the effiuer•t to be delivered at low water use periods. rsl�
<br /> The pumping chamber would have a pump out alae if the effluent 48*244
<br /> x.• exceeds what the mound will accept.
<br /> The future expansion area should be ._::e 1 ov•, _ at the time of the
<br /> mound construction a minim,urr, of : E" deep tc a . low the soil ..
<br /> compaction to breax up.
<br /> Low water use facil_ ..ies must be .nate-led t'.`. eciJout the house
<br /> ,_ to lower the doily flow....ter .. . .
<br /> vd'
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