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Home My WebLink About1986-10-31 Soil Test ReportS -P TZ STING, INC. 951 KATYDID LANE ST. MICHAEL, MN 55376 4973566 STEVE SHIRMERS October 31, 1906 Rick Stueland 4080 Bayside Rd. (Co.Rd.84) Orono, ::enn. Co., MY. This system is designed for a Type 1, three bedrrom home and in accordance with the Minnesota Pollution Control Agency standards MPC 40 and local ordinances. The soils cn this site are typical of SCS .oils mapped - KkC - Kilkenny loam s Erin Roils. A seasonally high wafer table was located at 18" i 240, (mott'inq). Lz^ — the seasonally high water table, a pressurized mound system will need to be installed. The bottom of the rock bed must be lo- cated at least 3' above the seasonally high water table. This site has a holding tank or tanks, which overflows to the surface. This tank or tanks must be abandoned, pump & fill with soil. Two new tanks will need to be inr.talled. The soils at a depth of 18" have d percolation rate averaging 8.2 min/inch and are adequate for treating septic effluent. A pumping chamber will need to be installed to lift the effluent to the mound system. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and switches must be located outside the manhole and pump- ing chamber in a weather proof enclosure. A warning device must be in- stalled with a light and sound device, this is in case of a pump failure. (Mercury floats are a good method). All neighboring well-- are located more than 100 ' away from the proposed treatment area and 50' away from the tanks. Keep all heavy equipment off of the proposed treatment area before and after construction as mach as possible. The treatment area should be marked off before cons' -ruction. With proper installation and maintenance, this system should have no prob- lem in treating septic effluent effectively. It is recommended that the septic tanks be pumped every 2 years. Soil and Percolation rears �D _ .Septic .S.,rem 11es,Rn SBS/ds Steven B. Schirmers 0 W W IVt E r3 KM a _m ,,t Si 0 0 v —�J o � m � oof N t E' �Fj r g .J s i3 !nom �► • 3 o z3'$8ll a C�C►51-N� iiDO FE= �� 'ai zm L-• s� • 4 IVt E r3 KM a _m ,,t Si 0 0 v —�J o 4 4 U, 4 IVt E r3 KM a _m ,,t Si 0 0 v —�J o 4 CERTIFICATION i 00627 Loos of Soil Borings Location or Project_ Rick Stueland Borings made by S -P Testi-no, :nc. Steve Schirmers Date 10-29-86 Classifiction System: AASW s USDA -SCS X : Unified Other Auger used !check two!: Hane X , or Power_, Flight , or Bucket X Depth, Boiing number Depth, [coring number 2 in in feet Surface e:evation 92.4 feet I Surface elevation 93.4 n - 0 _ Topsoil very dark 1 - brown 0 - ,0" loam 1 - Topsoil very dark brown loam , Dark gray loam 1 -1/2' -mottling 2 - 2 - 21 -mottling Dark gray brown Olive brown clay loam 108" - 204" loam Olive brown strong clay loe 3 - 3 - 2'4" - 3@2" very moist Gray brown silty clay loam 1'10* - 3'9" 312" - 3110" 4 - 4 - Olive brown loam Gray silty loam 5 - S - 6 - 309" - 6' 6 - 3'10" - 6' I - 7 - I 7 - 8 - 8 - End of boring at 6 feet. Standing water table: present at feet of depth, hours after boring. Not present in hole X Mottled soil: Observed at 1-1/2 feet of depth. Not present .n hole _ End of boring at_6 feet. Standing water table: present at feet of depth, hours after boring. Not present in hole X Mottled soil: Observed at 2 feet of depth. Not present in hole Comments: Comments: L-13 CERT'^ICAT:ON 1 00627 Logs of Soil Borings Location or Protect,_ Rick Stueland Borings !rade by r -P Test:'.ng, Inc. Steve Schirmers Date 10-29-86 Classi`_ction Sys*: . AAS!!U US::„ SCS x ; Unified t Other Auge- used (check two): !land X or Power , Flight , or Bucket x Depth, noring number 3 Depth, Boring number _n .n feet Surface elevation 90.0 feet Surface elevation 0 - 0 - Tor,loll very dark brown loam - 0 - '-1 2' Very'eark gray loam 2 _ 21 -mottling 2 1-112' - 214" 3 - 3 4 5 - 6 - 7 - 8 - Very dark gray clay loam w/traces of sand at 3t," ,PI" - r,, End of boring at 6 feet. Standing water table: present at feet of depth, hours -after boring. Not present in hole—'X Mottled soil: Observed atm_ feet of den:h. Not present in hole Comments: I - End of boring at t « t. Standing water table: present at feet of depth, hours after boring. Not present in hole Mottled soil: Observed at feet of dept',. Not present in hole Comments: IAR PERCOLATION TEST DATA SHEET Steven B. Schirmers 10-30-86 9:26 �-) Pereu!utiun test reading. nude by ^n w", as RL P.M. , Test hole location Rick Stue 1 and , !line number—L—, Date hole was. --red 10-29-86 Depth of hole butwm : 8 inches. Itantetet of hule 6 fiches Soil data from tc%t hole: Depth, inches Soil texture 0 - 10" 'topsoil very dark brown loam 10" - 18" Dark gray loam �iet!tud of scratch ng sidcwt l! Knife 2 Depth of grasc' :n button of'Ve inches S:00P.m. Date atn! hour of initial water !,:ling 10-29-96 Depth of initial water filling 12 �ahes above hole bottom Method used to rruintain at Scant 12 inches of water depth in hole fur at least 4 how, Automatic siphon Maumum water depth above hole buitum during test 6 ttchn Tnae Pcrculation Tmte in!cr•a!, %lea.^rcmcut. Dtup in water rate, I Rcsuuks n'"Lies uichrs level, inches minutes per inch 9:15 prefall 6 9:26 9:56 3-3/4 I 8.0 30 min 10:00 10:39 3-5/8 8.3 " 10:33 11:03 3-1/2 8.6 " Pcmulauun rate - 8.3 minutes per inch. PERCOLATION TEST DATA SHEET PcrculuAun test rcii!;ngs n144,e by Steven 0. Schirmer Tem hu:e!or•n 10-30— 9:27 aw. .r, l Hole number of ho!e tw.!,m 9 1�"�. DaN lMde was -- 9 mi hc%. ni.imr!er Sull Jata from tc%t ho,,C: LkMh. inchc, �; 9 • Sad leave ry Metho,l of scratching Sidewa! Knife Depth of grivel in bottom of in.hc, D�llanaltwurofinntalwater fi!!inr 10-29-86 5t00P•m. Method u+a! to 9 -- Depth of mnlil wiser fill 12 malmain at least I: inehcs of water in ho le fur ) ��Au t t abaft h* boom siphon Maximum wafer depth abuve hok bgpI Time Time ins w•`tascbex interval, Vcasurr"m ! minutes inches 9:15 Pref i11 9:27 6 9sS7 10:01 10:31 10:34 ArICUlation rate . 6.7 ---�minutc% pet inch. 1�TLw in waverlevel, inches j�'kenmrb i minYla pa 4-1/2 6.7 30 Ain r w • r w PhRCOL,%TIU\ T!ST DATA SHEET Ptrcu!atiun rale - — 9 . S "`.mutes, per itwh. 1 1 0-30-86 9:28 r Steven f'cr►o'atiwl test rcx.ngs m:a.e by d Schirmers •.' .14n,ngat Rick Stueland 3 l Iu:c number l 10-29-86 , Date huk was, ptepare� Teat hole lueal:lrr , Depth of hole button 18 inches. Diameter of hu!e 6 riche. Sul! data from te)t hox: Depth, i.lc! es Sill texture Topsoil very dark brown loam �tcthod of wYalchInr .Ilkwal' Knife 2 Depth of gravel in hottum of talc �rlehea Dur ale arw hoof initial water filling_ 10-29-86 5:00p.m. , Depth of Initial weer 1-1111111912 Incites above We bottom .%lcthud Uvcd l0 nlafnr " :'. least 1: .tithes U! watl'i depth In Ilok for alt ICa1I a hUUh Automatic siphon yaxnnunl water depth abuvc We bol lull dunng test 6 incllca futile Pefcotaltoll Etna Inters.!. `,1ca•urcnlcnt, Ih')p In water rill'. Itl'lI1L�! min:!es nchc% ICvCf' usct.es uunutcs per Inch 9:15 prefi'.1 6 9:78 9:59 3-1/4 9.2 30 min 10:02 10:32 3-1/8 9.6 10:35 11:05 3-1/16 9.8 Ptrcu!atiun rale - — 9 . S "`.mutes, per itwh. 1 1