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HomeMy WebLinkAbout1986 Septic System Info SEPTIC SYSTEM INFORMATION STREET ADDRESS 4_72 .� (A)P-t� LOT BLOCK / SUBDIVISION (/3/.{-/i (9 f MONTH AND YEAR TESTING DONE j' ITEMS ALREADY COMPLETED 1"t, 5 Sols- R c , i c NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT: O BORINGS 1/01 OPERC TESTS itjk ‘G l ‹ G SYSTEM DESIGN d 5 9° 004( SITE PLAN 0 V O OTHER 0 COMMENTS S/-fi41-4-0c,L; sYST S DATE THIS SHEET FILED l ' f Co BY SUBDIVISION FILE NO. e‘„o • • WHITE OAK OVERLOOK r-'-•r-r) 1 r r rrl r�1 r.VE /�—\� r/:'1 1 , 7 -> 33133 r\i r. t_.r t_✓ a._ —ir .a.: .-��./r�r�E_ I ,e�:� r i`'f / Ent 73999 _..� 17699 .i 33LQ•r-— 39099 -----. -----_--- I IF Q it I I f, i 33 .1 i'J i,j, i 1�' `) I 2 0 /.114..«...e.1-h 1 A I N."; 41 - R Im L e ,r�l� f '1 Ease IW o/Troai� 0 I baw I. 111 II < i 1_ Ear ——3.640 ——1. RIr-- - -- —1 ; ��' I I .ma L ,�- II E., II I;; ` al 1 1 L_ •)." (II 3 II m ri. F` H f» \HI, ,'0 ,I , r, ni 0 i �G •r.J`- 1„i (II 4 1 °-3 ` III I r"r i 14 . E. E II 1 is 8Z III r.�+ —— , - - --J' , ` --- ii . —-t—— `f'—�`"�... W 25.39 36099 . r /r I -/1 )•`�%30.6r; -- I'` fest su3o H. �%, h t./ C I r.r r 33 33• ..�• .. a_)a.,/ li r.)I()Al/ 1 0 y I IV tip,., %'_,- . { Lr 'J•7,11 ORpMAaE a UTILITY EASEMENTS SerOV'M TMS: 1 __ _-J 1 _ __5.. - - 4. _s /3C0•10 9.0 rear M ennead 1lMn.o.O : 61/19*wow M./116..0.i.$91909 SW 09 Wifole0 onthe-. • 5 100 0 100 200 SCALE IN FEET COFFIN a GRONBERG, IN • DENOTES IRON MONUMENT ENGINEERS, LAND SURVEYORS, PLANNEF. • 1 BEARINGS SHOWN ARE ASSUMED LONG LAKE, MINNESOTA • I 1 • I i 1 I 1 01A (9' [E--' ii&L'-',1 ) iii AUG 3 1 1984 SITE EVALUATION REPORT U FOR GEORGE FUNK AND .� Y f F ORONO JUDY ROGOSHESKE IN ORONO, MINNESOTA ' 8-29-84 On August 25-29, 1984 three new lots were tested for both a primary and an alternate drainfield site in areas on the lots which should be fairly accessable from a proposed house location. All lots were fairly similar in that they had permeable soils, but a high seasonal water table as indicated by mottled soils . Thus, shallow trench systems would be needed on both the prii ry and alternate sites of each lot. Also, interceptor draintiles will be needed in order to divert runoff water from the sites. The percolation holes were dug 6 inches in diameter and usually 18-24 feet deep in order to test the soils just beneath the surface layer. Also, if an interceptor drain lowers the water table, the drainfield trenches could be placed nearer the tested level. The soil borings were dug 6 inches in diameter to the 4 foot depth and 4 inches in diameter to the 6 foot depth in order to tO determine the water table and the soils under the proposed drainfield trenches . Once the individual house sizes and locations are known on each of the lots, a more detailed system design will be needed. Meanwhile, if any other information is needed, please contact me . Sincerely, P7ERC OR, ,INC. vez # il'''` ` Mark S. Gronberg, P. 1 • WH1IL OAKS OVERLOOK proposed subdivision for George C . Funk and Judith A . Rogosheske of Tracts B and C , Registered Land Survey No . 1340 and Lot 19 , Auditors Subdivision No . 229 ' r' , I 33' • 33' • 385.89 i �R .. I 341' _..A ) I , 8uddin9 setback lines I I 87.795' sqq././- I Z. ies i 50 io . ',, 1D3•`' i Go' V1 �Q xe-3 A N z I p-! O.34-1e 5c. • 341 R ill . 121. ���Vt So' 87.295'sq f/. So' 2.004'-acres 1 ;- -1 .I r\-C.r) e.5 ';‘,A1 .� 302,0919=S¢ff a. afEA t6 3 W N N L.93_acres A O' not enc /din rood/ .- SB'� ' Q c0 9 C\\ m. 58.2 X �P-1 aro 1� -. )94. X/,f/MARY .8 k i 42E11 I - -Proposed dividing bile-SI 34I 2 1 .. i - '9, 4/1I 4 5° 89coo-'s .43 L0 So qq// Z.o4focYeS �I Ae000rEO "' HOut6 LOc4rie` 4Ziii-I ' z re- re-2 f x AA/AMY x . .1. AL si re .e/- 7 i25.4. 2,5,. D SB c So/4. d'oRiwG • 544.5? p _ eeRce A7/AA✓ NO[,E DA r6 P-2 9-,P Y /7-67.--07 o = xi°0r 6cEV, (ohefii4EMT • Te4C. E : /"= /od i " II- 33 PERCOLATION TEST DATA SHEET Test hole location / G� 7 3 Hole number 1 Date test hole was prepared s) -- .9.,c - gy . Depth of hole bottom, r,? / inches. Diameter of hole, inches. Soil data .from test hole: Depth, inches Soil texture D -Y ifAA(X 04 m 9-25/ M 't' C4ver /44,2 Method of scratching sidewall .Se/,'%,Tc`j E'/Z Depth of pea-sized gravel in bottom of hole, a- inches. Date and hour cf initial water filling 2 - :17— E- < Depth cf initial water filling, a V inches above hole bottom. Mcthod used to maintain at least 12 inches of water depth in hole for at least 4 hours 4 /c /~ L-- L . Percolation test readings made by /4. 1 Q../.VG'._ i4 47/"4)44.S'6e on r-2� f - '/ starting at /0.'Z/ p.m.. Maximum water depth above hole botto: (date) during test , inches. I Time ; � Percolation 1 Time i Interval, Measurement , Drop in water rate, I Remarks Minutes i inches level, inches minutes per I } inch /6, / ' L / O ..s'/ ' .3a i /y 1%4 5— . //. . / c /S'y/4 3 % . /1. ,S/ It ao /64-44 1 1 ,S'/ j ' /7 `3/!, / 'Y ' ,4 /.5./ ' ' Ie? 777 , / a f 71 AW • Percolation rata • /Si. 9'G, ainutas par inch. 3- 35 PERCOLATION TEST DATA SHEET Test hole location L C, / 3 Hole numberc� Date test hole was prepared P.- P .C.- S1 f , Depth of hole bottom, ,,7y inches. Diameter of hole, A inches. Soil data .from test hole: Depth, inches 'Soil texture 6 - 22 %4fr- etu Z L-z y 4W4-,/,-, &mi' - Method of scratching sidewall S C 'A / C A c R . Depth of pea-sized gravel in bottom of hole, a- inches. Date and hcur cf initial water filling ' - 09s-"' Jet/ Depth cf initial water filling, c/ inches above hole bottom. Mcthod used to maintain at least 12 inches of water depth in hole for at least 4 hours fel / t 4- . Percolation test readings made by Aj./r(,ht1G AO, e )s�E�G on�7- 29-P� starting at ia'�.'GG . p.m. Maximum water depth above hole botto: (date) during test , inches. Time Percolation Time I interval, ' Measurement , Drop in water rate, Remarks Minutes j inches level, inches minutes per 1 inch 9" 3o 1 . 30 i /3744, 3Sl /i9 6"D ' " ; /S '/ / ' iy re /0,30 / 7 VG / it. It f [ /8 '/y / 1�. /1,30 1? _ , Ty , _ /,,.30 f ' o Y e.0 I. oft) 0 0 9k '/ 6O r . • Percolation rats • 4 0 tlnutes par inch. D- 35 PERCOLATION TEST DATA SHEET 4 Test hole location / ar - 3 sole number 3 Date test hole was prepared (F' -„ S'- - ,,P l/ , Depth of hole bottom, o� ,�, inches. Diameter of hole, 4, inches. E F Soil data .from test hole: Depth, inches Soil texture i U' `/ ifLAC'K 440,4 P-, -2 E eyeoia.,y- ('14j LeAJtA f Method of scratching sidewall S C ,e 7 Tc A 4R Depth of pea-sized gravel in bottom of hole, iZ inches. Date and hour cf initial water filling cP - a 7 ' d 7 Depth cf initial water filling, cg- 4 inches above hole bottom. 1 Mothod used to maintain at least 12 inches of water depth in hole for at least 4 hours Y1 C1/ L C.. Percolation test readings made by At1rL,►4,4"� A. Gt E � on -ZRstarting /0=ZZ C�.m . Maximum water depth above hole bottot �- at (date) s during test , inches. 1 j Time � Percolation Time I inter al, ! Measurement , Drop in water rate, I Remarks Minutes i inches level, inches minutes per inch /0,0.72 i 1 q,n. / 0. s 9 . 3 6 j /,2 T5/ ,3 '% . . 1, 20 /3- X4. , a i4. //. 3- I • / 7 'Al / 7/� la ,(2.2 Ik3/y / , i .2 ,,5"2. r ' 40 IVy 2 V-. , r " _ ,P0 yy �/ 0 _ ,7 � 1.. txi V3.4 Percolation rats r </...? 4 sinutas par inch. 5- 35 PERCOLATION TEST DATA SHEET Test hole location t e? 3 Bole number q Date test hole was prepared k- ,;2, -- Py , Depth of hole bottom, c24 inches. Diameter of hole, A inches. Soil data .from test hole: Depth, inches 'Soil texture 0 -/,? BLx CK L dA m /7 L,<'' tir/A it, C/A Y Z4/1/14 Method of scratching sidewall .SL ' / A 1:'2 . Depth of pea-sized gravel in bottom of hole, 42, inches. Date and hcur cf initial water filling ,',..-> ,'2,q- -- -c' ti Depth cf initial water filling, ( inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours ` 'f i �- f,-- Percolation test readings made by Al. KUstC, . w,,,o,FR�- on a.m› y -Z9-/'l starting at '7.' 0/ m. Maximum water depth above hole botto: p.(date) during test , inches. i Time Percolation Time i interval, ! Measurement , Drop in water rate, I Remarks Minutes i inches level, inches minutes per inch c 3/ ! 3Li? 1?, /0.01 ' ' / /i�G 4 /-fir t. /0. 3 f (4,1 iv -/7 3 sA r. /rot ,.2/ 3l 11 ,3 / 23 9to/i Sl .2 .Sh I. /-:;) o l /7 3/y 62 %r2 ta .L3 / , • a.o • ' ,2y /33 I . n l ' ,,V //G. 1 .0 P� /3. 7 . Percolation rate • /3.7 ainutes par inch. B- 35 PERCOLATION TEST DATA SREET Test hole location . 07- 3 Bole number Date test hole was prepared .4' � Depth of hole bottom,,r2 / inches. Diameter of hole, 6 inches. Soil data .from test hole: Depth, inches Soil texture 0 -y , icr cNin - /2 C,e tr iPGit ce /0,4/h /2 -2 y / ,e,.9a.t/ 4DA 1 Method of scratching sidewall 5 K1 TC de f/? Depth of pea-sized gravel in bottom of hole, inches. Date and hour of initial water filling Depth cf initial water filling, .. ''/ inches above hole bottom. Mcthod used to maintain at least 12 inches of water depth in hole for at least 4 hours Percolation test readings made by /i. IKG/Na Q. on Y-2a>-?/ starting at /z2:23 a.m Maximum water depth above hole bottor (date) during test , inches. Time Percolation Time I Interval, Measurement , Drop in water rate, I Remarks Minutes i inches level, inches minutes per inch /0 09 ZONIIIIMMEM.11111111111.11. /0 3 • Q i /1. . 3 1111111111111111111111MMINIMINFAINNINIMMINI i. s # /9 .a3 - Q ' -/D ■ ■ Percolation rate - / r minutes par inch. S- 35 PERCOLATION TEST DATA SHEET Test hole location /-L c) 3_. Hole number Date test hole was prepared p - y -- .r 6./ , Depth of hole bottom.c,7'/ inches. Diameter of hole, inches. Soil data .from test hole: Depth, inches Soil texture d -24' / 4ck 46Am Method of scratching sidewall S..- C pt r 17 Depth of pea-sized gravel in bottom of hole, r inches. Date and hour cf initial water filling (R. tr L/ Depth of initial water filling, . V inches above hole bottom. Method used tomaintain at least 12 inches of water depth in hole for at least 4 hours A91.7 I" 1 l- 4- . Percolation test readings made by /14.&U1t1Gi 12.. OVA-vett on 7-Z9-j'/ starting at 9ra2 . Maximum water depth above hole botto: (date) during test , inches. 'lime � Percolation Time I interval, ! Measurement , . Drop in water rate, Remarks Minutes i inches level, inches minutes per inch co ..- 1 3 P... .?d TO 7.2 ,;.2.c2 ,' ' / 4. 3/Li C 'AI . /r, 3a- e ' r.? U J IN 1/ 02 ' ' ,?,2 y. —/# d '1. 3 " ' ' /2 '"i !s- fly 3 y r.i, t.) .q ' ' / A) r2 S• //. e - t,? 3 �- ' ' ' .1().1() l3 is /. 0a P a 7i, i Se 1 . . 6 1 . . I Percolation rats • /.„ 4 alnutee par inch. Lomas of Soil Boriny.s -�- B-18 Location or Pro }ect Z©.7- 3 Borings made by A/AC 1,� CC FA%;4O://m6' .e4: Date 8' ZS- y Classification System: AASHO ; USDA-SCS >< ; Unified other _ Auger used (check two) : Hand )<, or Power ; Flight , or Bucket X : other Depth, Boring number ' Depth, Boring number 2 _ Fin in Surface elevation — feet Surface elevation n - -- -- O -- ------ _.--_.._ "ZACK DA Ai 8t4Cte taAy1 l — 1 --- - -- 3 — BiPOGiN Ce/I L Gif)11 DK, ,B�PUGe�,v CU Y C 44 m 4 — 4 — -- 5 — 5 - ,d'if'oG✓A/ C'U!y '64/1 — 6 --- 7 -- 7 -- 8 — 8 — 8 — End of boring at 6 feet. End .of boring at feet. Standing water table: Standing water table: ! resent at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole >< . Not present in boring hole Mottled soil : Mottled soil: Observed at Y. 0 feet of depth. Observed at ' O feet of depth. Not present in boring hole — Not present in boring hole Obst...rvations and comments: Observations and comments: I Lomas of Soil Borinf,s B-l8 Location or Project I --� -- --- Borings made by / IA< , �:`EiIJ/✓ / �✓er, Date - �Y . Classification System: AASHO ; USDA-SCS X_-; Unified other Auger used used (check two) : Hand X, or Power ; Flight , or Bucket X : other Depth, Boring number ___ Depth, Boring number in Surface elevation in Surface elevation feet feet - n — -- -- ---- n - ---- --- - /344Ck LDArv� 1 — — 1 --- 2 2 — 3 ILeociN CLAY L o All. 3 --._ 4 — 4 — 5 -- GRA t' AWN Se'e 1-1' (CAI' LaA 5 --- — 6 — 7 -- 7 — 8 — 8 — End of boring at feet. End of boring at feet. Standing water table: Standing water table: Present at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole Not present in boring hole Mottled soil : Mottled soil: Observed at 8 feet of depth. Observed at feet of depth. Not present in boring hole _ Not present in boring hole . ObsL:rvations and comments: Observations and comments: