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Home My WebLink About1985-10-05 Septic System Design ReportSITE EVALUATION REPORT FOR JOHN B.A. IDSTROM, II IN LOTS 13 & 14, AUD. SUB. No- 229 'ORONO, MINNESOTA 10-5-85 F-.Q6� �t1 On August 29-31, 1985 two proposed lots were tested for both primary and alter- nate drainfield sites to determine their suitability for on -site drainfield sys- tems. Testing was done in accordance with Individual On -Site Sewage Treatment Cve+nee C+m..d...d.. /uer •n % Lot 1, the north lot, had an average percolation rate of 7.7 minutes per inch for the primary site(holes 1-4) and a rate of 10.4 minutes per inch for the alternate site(holes 5-6). With the possibility of a moderately high seasonal water table, shallow trench systems would be needed for both sites. 0000 Lot 2, the south lot, had an average peroolation rate of 21.6 minutes per inch on the primary site(holes 1-4) and 15.2 minutes per inch for the alternate site(holes 5-6). Because of the high seasonal water table, shallow trench systems would be needed for both sites with some fill required over the trench- es or an interceptor draintile used to lower the water table. Additional information follows. If any other information is needed, please contact me. Sincerely, PERCOR, INC. Mark S. 6ronberg, P.E � PCA certified Certificatri -if Survey `or John B.A. Idstrom, II of Lots 13 and 14, Auditor's Subdivision No. 229 Hennepin County, Minnesota _ T 759.00 East 440rfler .S9t.4-117-tl - sJr — u/Ert�Nof I hereby certify that this is a true and correct representation of a survey of the boundaries -of Lots 13 and 14, AUDITOR'S SUBDIVISION NUN.BER 229, HENNEPIN COUNTY, MINNESOTA, using plat distances from the East line of said plat to establish the East line of the property, and using existing judicial landmarks,set in a registration proceeding,to establish the West line of the property. It does not purport to show improvements or encroachments except the existing travelled road. COFFIN & GRONBERG, INC. Gordon R. Coffin Reg. No. 6064 Nark S. Gronberg Reg. No.12755 Land Surveyors and Planners Long Lake, Minnesota Scale: 1" = 200' Date : 4-2-84, 8-?3-85 /„�,,�d Lef Divifieq • : Iron marker found o : Iron marker set O : Judicial landmark found 707AL AfCA = /.% s : lf"C-F 9./! AC.tFl !✓fT 4C fOJ O.IY mood as fmwlled 7' Y'. Lor / J xj 97.1*: rs-t sE� P-i /-ylp 9y.7 rirf 3 v. yi AleX �� f A.4rs,rv4rt r�rE Derr : /o-s-Ps iCACE : / "= ,or,rc . moz E : P-/ so/c 004AVO j sQ-� S,wor rzEv : DA ra.n : A ffOA E o r 1 rL.KLULA11UN ILb1 UAIA b"L1 Test hole location-2 m %%�i�l .�� i ff Bole number Data test hole was prepared ��,� /�J'� Depth of hole bottom,,-_ inches. Diameter of hole, _C-2 inches. Soil data from test Dole: Depth, inches Soil texture A'a.e k M+ethod of scra:chinr, sidevall �� /i Sfi:z *1ef"ir� th of Yea -sized gravel in botto= of hole, inches. :a:e a-_ hc:. cf _...::al water f::ling e- :47:'; cf initial water filling, inches above hole bottom. Xc :`t3;. used to =4-ntain at least 12 inches of wa:er depth in hole for at least Percolation test reaeingb made by r u ric G- i J - starting at a.m. (da:e} .m. Ic CUr_ng :est, inches. on . Maximx water depth above hole bottom :ime :ra :nze--%-a?, MeaEurement, Drop in water r.utes i '_aches level, inches i Percolation rate, I minutes per inch Remarks 'So 57 3: G -I y -37 0 _ 3 Z c :u SA Percolaflon rats - 5-3— 1 sinutes *ar inch. rLKCULAT1DN TL51 DAZA SHEET Test hole locative_ �f S �r;%,..r ��-�� A, 79-1 Hole number Date test hole was pre?ared Depth of hole bottom. inches. Diameter of hole. _� lathes. Soil dats.from teat bole: Depth, incl es �- Z4 _3n Soil texture /<< t A — A/c')i t/H L' A, -OF Al" isz Method of acre:ciir.q sidevall _ Al Freg1eX'-^-- :'=;:h c.' ;ea -mixed gravel in bettor of hole,_ inches. Da:e a-d hc--r cf i :ial Later filling 3/--r r /o• 0.•, Ar-t Der:} of initial Later filling, inches above hole bottom. Mcthod ::sed to :a:stain at least 12 inches of Later depth is hole for at least L hours _ f ' C Percolation test reaeings wade" by a.m. i,zrting at (ca:e) .m. cur.ag :tit, itches. on water depth above hole bottom :=me :ime :nte-%-a2, Measurement,, Drop in Water w.:nutes inches level, inches I Percolation rate, rinutes per inch Remarks 7 u Z• 3q ' 3 1% .. .s 1 Percolation rate & I7.I alrutes per Loch. a L.I♦�.vu\a ♦V.. A O, a/n.n pala.a.a Test hole locationr,�� /�i T/i �i+� Bole nuaber ?C3 Date test hole was prepared .� — 31 — YS Depth of hole bottom., 0 inches. Diameter of hole. / inches. Soil data from test bole: Depth, inches Soil texture 49 Method of sc:a:chir.R s:dewall ��e✓ �/,-7<</��r th of Yea-si:ec gravel in bottcz of hole, inches. :,a:e an_ hc,-r cf _n!:iai water filling -3/4-57 AW :)e-;h cf initial water filling, inches above hole bottom. Y.ct`.o- used to ra=ntain a; lease 12 inches of water depth in hole for at least G haw: s AP,+-157/11x1- rercciation test read gs trade by A.", fr/_-�> a.tr. starting at .m. (da:e) cur_ng :est, itches. on iw= water depth above hole bottom ;:me MeaEurement, I Drop in water l::r.utes inches I level, inches Percolation rate, mutes per inch Remarks , 51.4. /f — C • 7. Z- tZir 12 . I Percolation rats 0 7.s ainutes Per Loch. rLAUuL.AIAVN Awi VAAA briGL1 Teat hole location_ �i��S%i�iy, ,/l�i%� f, Bole number Date test hole was prepared ,�-� /-�' S Depth of hole bottom,inches. Diameter of hole, _� inches. Soil data from test bole: Depth, inches Soil texture Method of sc:a:thing s:devall 46? JL`2 =pth c. ;.ea -sized gravel in botto= of hole, :"L inches. :,c:e an- r.:_. cf _...:ia: rater filling —3p f S /0.C70 o4jy% De-:} c` i-44tial water filling, c inches above hole bottus. Me :hod used to :aintain at least 12 inches of rater depth in 'pole for at leasr G h C► T S �c N ?ercolatior. test readings made by C-7/ starting at (da_e) F.M. curing zest, inches. on water depth above hole bottom :ime .:me :n:e-.al, `leasurcmer.t. Drop in water "inutes i inches level, inches i Yercolatioa rate, minutes per inch Remarks : -2cy ti ' s- 1 Percolation rate 0 `/. ��' ninu�as ►ar inch. l ALUS ILJA NNjA V"L♦ Test hole locatioU.&�M6Z,= /��`� �" f# I Sole number S Date test hole was prepared 50-3/ -• X5— Depth of hole bottom,?C) inches. Diameter of hole, ' inches. Soil dats.from test hole: Depth, inches Soiltexture —zo Method of scra:ch!rR sidevall :,=;t` Of Yea-si:ed gravel otto= of hole, inches. 'r+c_. cs-.._:ia: weer f:21ing Q' -3/- YS� .;-�yo A-/ri c` :^it:.1 water filling, inches above l:ole bottom. Xcthod used to :airtain at least 12 inches of rater depth in hole for at least Percolation test readings made by -3 i-sy starting at a.m. (c+:e) .m. dur_ng :est. inches. on vMaximum water depth above hole bottom ='me i :mere al, Measurement, Drop in eater !:mutes inches level, inches Percolation rate, minutes per inch Remarks 30 I 3 —11 i Percolation rate & �'-X zinutse Per Inch. rLALUL.A{luv /LJI LAIA bnLLA test hole location_-7dj'1%�1ih Zf / A /- # � Hole number /? Date test hole was prepared 9 — 31-4-5 Depth of hole bottom, 30 inches. Diameter of hole,_ inches. Soil data from test bole: Depth, inches Soil texture ZZ IF Method of sc:a:cr.:rq sidewall :,:;:h of -,ea-sized gravel 1n bettoz of hole, .2 inches. :,a:e a-._ -,._. cf _..__ia_ -water f!.li-F �'—a/—S,Sl De=:h cf ini:i-' water filling, inches above hole bottom. Method ::sed to raintomtain at least 12 inches of water depth in hole for at least itC-Urs rertela:ion test res:ings made by Q,.a starting at a.m. (da:e) .m. uring :es:, inches. on Maxim= water depth above hole bottom =ime :nterva'., Measurement Drop in water y:r.utes inches level, inches i Percolation rate, j minutes per I inch Remarks / '3 e <0 3 3 f , I i Percolation rate 11?_ tiesutes per inch. a40 Location or Project%(�i�•,�, /��/f/� �� f ; Borings made by It J /` F.-. r.- Date Classification System: AASHO USDA-SCS �; Unified other Auger used (check two): Hand �(, or Power _; Flight _, or Bucket 9; other Depth, Boring number in Surface elevation feet — 0 yI- %c 1— 2 — s•" //x elm v, /vat 3— 6 -- 7— End of boring at .. feet. Standing water table: Present, at feet of depth, hours after boring. Nc esent in boring hole Mottled soil: Observed at y .� feet of depth. Not present in boring hole Observations and comments: on Depth, Boring number in Surface elevation feet 0 11 9 2 — so &nglw ! Xe y �oa iY1 3 — I It. ' `i 4 /�io•�•� r/ y 4 — End of boring at r~, l; feet. anding water table: Present at feet of depth, hours after boring. Not present in boring hole Mottled soil: Observed at feet of depth. Not present in boring hole Observations and comments: • Location or Project PLC{�,5�/iyy� �j�� Ad _ Borings made by A- d <- r' G Date %-t Classification System: AASHO USDA-SCS Unified ; other Auger used (check two): Hand ",4,-, or Power Flight _, or Bucket: other Depth, Boring number in Surface elevation feet 0- 1 — 2 — 3— 4 -� 6- 7- 8 — Gl c /'i XOw r e l 1 laws+ End of boring at feet. Standing water table: Present at C. 5 feet of depth, hours after boring. Not present in boring hole Mottled soil: Observed at e!�- feet of depth. Not present in boring hole Observations and eoaments: Depth, Boring number _ in Surface elevation feet 0 1 -- 2 — 3 — 4 s- 6 — 7 — 8 — End of boring at feet. Standing water table: Present at feet of depth, hours after boring. Not present in boring hole Hottled soil: Observed at feet of depth. Not present in boring hole Observations and comments: