HomeMy WebLinkAbout04/21/1999- letter re: septic system site plan 2_l 55 CR« i ct,ty Lana_.
Westwood Professional Services,Inc.
104 Marty Drive,Suite 3
Buffalo,MN 55313
Phone:612-682-2587
Fax:612-682-2639
April 2 I, 1999 Toll Free: 1-888-682-2587
Email:wps@westwoodps.com
Steve Bohl
Bohland Development
420 11pland Lane
Plymouth, MN 55447
RE: Septic System Site Plan for Lot 3, Carriage Hill, Orono, Minnesota.
Dear Steve:
This proposed on-site septic system was designed for a 5 bedroom home, with an estimated flow of 750
gallons per day. The system best suitable for this area will be 418 If. of 10-Gravelless trench installed
no deeper than 13" below the existing ground level. The seasonal high water table was found at a depth
of 4.1 feet in the Septic area. Two 1300 gallon septic tanks will be adequate for a system of this size.
The site in which this system is proposed has an average existing ground slope of 7%. Percolation rates
for this particular site were found to be between 15-29 MPI.
An alternate septic system has been designed to show that there is enough undisturbed area on the lot to
support another septic system. This system was also designed for a 5 bedroom home. The seasonal
water table was found at a depth of 48 inches, this site would also require 418 If. of 10"Gravelless •
trench. This system will not need to be constructed unless the primary system fails.
Certain precautions will need to be made to protect the areas in which the above referenced septic
systems are proposed. Both primary and alternate septic areas have been or will be staked off. It is
recommended that safety fence be placed around both of the sites for protection during construction of
this project. It is critical that the soil is not disturbed before, during, and after construction of the
system.
These system should treat the septic effluent effectively if the systems are installed properly and are
maintained properly. It is recommenced that the septic tanks be pumped once every two years. This
will reduce the chance of solids reaching the system. It is also recommended not to use excessive
amounts of chlorine, soaps, and chlorine products which can kill bacteria in the septic tanks. This
bacteria is needed to treat the septic effluent
Designing the Future Today._since 1972
If you have any questions in regards to this design, I will he happy to answer them. I can he reached at
(612) 682-2587.
Sincerely,
WESTWOOD PROFESSIONAL SERVICES, INC.
Bernie Miller
Septic Site Designer
MPCA Lic. No. 43
cc. Stephen Weckman
°1999 Westwood Professional Services, Inc.
1 \
LEGEND
.� *s.
----75:--WE
' I 111111
\w existing we//
_� � I1`-`5--_WETLAND TBACK
If i \ soil boring
;_ . percolation test
"
411" - ATE SEPTIC SITE G
A.-- 41 . OF 10 ID x existing fence
,7& -"--- �'� G' ' EL TR 00 > existing deciduous tree
li S- B4 6'
9 co4
existing coniferous tree
• Z, - SB36 , `tr E/ • •AFglow LAND existing elevation contour
9 \ \ 92x4 existing spot elevation
9 192x41 proposed spot elevation
`� " S \ \ 0 Elevations relative and assumed
• S: ,0/4 \n 9.57(5
.57(5 \ 12( Elevations relative to U.S.G"S. 1929 N.G.V.D.
SB1 O,p
Q � Denotes proposed surface drainage
•
/ \ PRIM Y SEPTIC - ST 66\-1-- sl 'O\ SB� \ Notes:
4 LF OF 10 'D GRAVEL SS o' S 1. Avoid compaction in septic area before, during and
TRENCH) }A after construction
6, S 1 2 Trenches are to be instal/ed parallel to the contours and the
trench excavatioos are not to exceed a maximum depth of
/ S� \ \ 12 inches below the existing ground surface.
\ \ \ t )( 3 Verify before drilling that no septic tanks or drain/gelds
2-1300 GALLON PRE— are within a 50 foot radius of proposed we// location.
(100 feet for shallow well)
CAST OPTIC TAS; '!
4. Verify before construction that no shallow wells are within
100 feet, or deep we//s within 50 feet of proposed septic
\ 0 -\ tanks or drain field area.
X ".•..„... ‘
5. To extend the life of septic system pump septic tanks a
` minimum of every 2 years.
N ( \
\\ 6. See attached sheets for additional construction details.
7 Soil Classified as Burnsville sandy loam (BuC) 6-12% slopes,
-
SB' PROPOSED 5 BED
"� )► according to the U.S. Deportment of Agriculture soil Survey
BOOM HOMEv.
8. Site plan prepared by or under the supervision of Bernie
910
(� �\ Mi/ler— M.P.C.A. Livens No. 43
PROPOSED
WELL `9 \ DateV 2/—P!,
-- \.... .,---\\- \
\N
\ \ \ � 0 40 80 120
\ \ / \ \ \lir \
I [ REQUESTED BY: DATE
Weswood Property location: DESIGNED BCM 4120/99)
[
Westwood Professional Services, Inc
DRa , BCM Septic System
104 Marty Drive, Suite 3 Lot 3, CARRIAGE HILL, Orono Site Plan Bohland Development
Buffalo, MN 55313 CHECKED JMc Job No.
612 682-2587
\.. Plymouth,MN. 98795
tNl)t II)UAL SIANA ..t_ I l<LA IN/WIN t :"11I L.N1 1'\l)t i‘1t1t.1. 1
FLOW Estimated Sewake Flow in Gallons per Day(gN)
A. Estimated gpd Lpf Numtx•t
3 -'--
---
measured x = - gpd or -rype I type II Type III Type IV
Bedrooms
SEPTIC TANK VOLUME D/,/7)1 C*1‘i ,a) „5 Iso
3 450 100 218 radA
B. a gallons / n a�� q 600 175 256 a"�
�/(/' S 75(1 450 294
6 900 525 332 0,r
SOILS (Site evaluation data) 7 loco 6(0 370 "^'
C. Depth to restricting layer= 4./•1 _-- __. feet 8 12(X) 675 408 ""°""'
D. Maximum depth of system C-3 ft = 4/ feet
E. Texture 5� t�
riot , Percolation rate IS-Z1 MPI
NUmhcr Minimum Minimum
F. SSF /.6 sq ft/gpd
Sepuc Tank Capacity with
Liquid Garbage
Bedrooms Capacity Disposal
TRENCH BOTTOM AREA (gallons) (gallons)
H. For trenches with 6 inches of rock below the pipe: 2 or less 750 1,125
A x F = x = sq ft of bottom area 3 or 4 1.000 1,500
I. For trenches with 12 inches of rock below the pipe: 5 or 6 1,500 2,250
7 ors 2,000 3,000
A x F x 0.8= x x 0.8= sq ft of bottom area over 9 See fig.C-6 (x 1.5)
J. For trenches with 18 inches of rock below the pipe: -
A x F x 0.66= x x 0.66= sq ft of bottom area std ch...,,,,,,,,,At Required Areas ittr Sewage 1rea,mem
K. ywr.t^' GIFm
For trenches with 24 inches of rock below the pipe: Percolation Rate Minutes per In $oil Texture ;" r..174::„.
A x F x 0.6 = x x 0.6= sq ft of bottom area tmpil
BED BOTTOM AREA faster than 0.1' Coarse Sand
0.1 to 5 Sand 0.83 1.20
L. For Gravity beds with 6 or 12 inches of rock below the pipe; 0.1 to 5 Fine Sand** 1.67 0.60
6 to 15 Sandy Loam 1.27 0.79
1.5 x A x F= 1.5 x x = sq ft of bottom area 16 to 30 Loam 1.67 0.60
For Pressure beds with 6 or 12 inches of rock below the pipe; 31 to 45 silt Loam 2.00 0.50
P P 46 to 60 Clay Loam 2.20 0.45
A x F= x = sq ft of bottom area Slower than 60••• day (0.24)
ROCKVOLUME IN CU FT •k,i,,..,coarse for sewage treatment
list.systems for rapidly permiable soils.
M. Rock depth below distribution pipe plus 0.5 foot times bottom area: ••Soil hating sm..or more or fine or very fine sand
"'Soil with tow high a percentage of day(or
M=Rock depth+6 inches x Area(H,I,J,L,K) insWtali.m of an ingnwnd standard system
( +0.5 ft)x = cu ft
ROCK VOLUME IN CU YDS
N. Volume in cu ft divided by 27
M_27=cu yds_-27= cu yds 6 inches= 0%Reduction*
• ROCK WEIGHT 12 inches=20% Reduction
O. Cubic yards times 1.4=tons
N x 1.4=tons x 1.4 tons 18 inches=:34%,u:=Reduction
24 inches=40%•Reduction
DISTRIBUTION *sizing for gratvelless trench
(Check one based on slope) Bed (<6%slope)
Trenches ✓Drop boxes(any slope) Distribution box (<3%)
SYSTEM LENGTH
P. Select width = ft ti,ti,ti,ti•ti•ti•ti•ti•�•ti•ti•ti•ti•ti•ti -T-
rl•r•r•r•r•r•r•r•rM•r•r-r•r•r•, 1
Q. ti'S•ti•ti'ti•1.i.94•ti•ti•ti•t•ti•••
Divide bottom area by width: (H,I,J, or K)- P=lineal feet `f•r•r•r•r•r.r•r-r•r•r•r•r•r-r•, 2 jt_iachCouer
. ti•ti•ti•ti•ti•ti•ti ti.ti.ti.ti.ti.ti.ti.ti
lineal feet ft=tiftiftif 5:::.e•:ti:•rir•r•r'r''
ti•1•ti•ti•t.ti
�f•r•r.r.r-r .•%•%• •%•%
Gravelless Pipe '`"`"''"t"�
rrti:tirtirtir. <r.r.r.r.
ti•ti.ti•ti
•f•r•r•r- r.r.r.r.
( 10" :A x F-3)= Lineal Feet(8" :A x F-2)= Lineal Feet •::f}f:f:' ;};•�•�•� 4 mchPipe
l•r•r•,
'f'r'e'e'r r~rtil�f~r:,
Chamber(A x F_width of chamber) ti•ti•ti•Z•ti
q.4.:411.411.:.,.. d•r•r-r•r-
titi1,titi•ti.ti.ti•ti•ti
7� x/67 - 3 =Wit., lineal feet '}•r-r-r•r•r•r•r r.J.r-r•r•r•r•
r•r•r•r•r•r•r•r•r•r•r•r•r•r•r•,
LAWN AREA •r1r:r~r:r,r~r~r~r'%r~r%r41~r:r:,
R. Select trench spacing,center to center -- __ _- err-e•r•e•r•r•e•r•r-e-e•r•r•r•r•,
- •r• •r-r• •r-r• •r•r•r-r-r•. 6-24 ixol,
S. Multiply trench spacing bylineal feet R Q - • 1' ~~•11:-*•Z.Z ti•ti•ti
r:***I tirti f�rtirtif::,-;.ti ftirtirti Rock Se Ltw tLe pi,
.�{ It clt lawn area f.r•r:r•r•r•i•i•r•r•r•r•i•r-r•.
VAC__ x ., _. _ 20 it ,r r�.f,ftif f{f{ftf{ftif1ftiftif%f•:
'1.f.r.r.r.r.r.r.r.r.r.r.r.r.r.
LAYOUT(Use other side)
•'~r;r-:r�r�r~r~r~r~rtr'r~r�r 't
�•
1. Select an appropriate scale;one square - _ _ feet.
2. Show pertinent property boundaries, right-ot-way,casements.
3. Show location of house,garage,driveway, and all other
improvements, existing or proposed
4. Show location and layout of sewage treatment system.
5. Show location of water supply well.
6. Dimension all set backs and separation distances.
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GRAVELLESS TRENCH CONSTRUCTION DETAILS - !
1 1 /2" Inspecl,o.--, -�
Inlet Pipe to Next Well
Drop Box 1 112 Male
•
_ Adapter
'•.Aim r.�.....� �/
tii 6.-•1Z Soil Backfill �J`v •
-�?'
sk '''".7 Corrugated Tubing Covered
9s52./ with Geotextile Fabri 955,s
Itir)n n n n n nr &7r/5.
9-5" 3F-- 9�n
Drop Box
Trench Length = up to 100 Feet •
Overfill to Allow
NOTES : 1 . Bottom of trench must be level.
for Settling Top
of tubing must be level.
e Soil ����, 12" of Soil 2. Scarify trench bottom and sidewalls
Backfill
2C , Backfill at least 12 inches above trench bailor:
t to expose natural soil.
12" 0. c .
-� - - - - '---� 3. For proprietary products consult
Holes Located manufacturers performance criteria
4_24"
at 4 and
8 O'Clock
:-figure D-29
. Westwood Professional Servo;es Ito
LOGS OF SOIL BORINGS 11 /599 Anagram Orive ('1 104 Marty Drive, Ste 3
Fden Prairie, MN 55344 Buffalo, MN 55313
61? 9;17-5 150 612-682-2587
toll free 1-888-682-2587
IAX 612 93/ 501?7 FAX 612-682-2639
I Ot;111011 of I'role.I Ituhl:nul I)cvclopnlcnl ')X79i I):u: I I '11,98
Born1es made h\ ROI,Svizsc
( lasstlicauon Sv'ACM AASIIO IISI)i\-SCS \ I,11111-1C(1 91her
\ueii u.cd (check n.u) I land X or I'owet Ilight or Bucket \ Oilier
-_-_—________ -- -1
I liming Number / — I)cpih Murine Number =__ -_-
Z.-
lit
in Surface laevation in Surface [Ics'auon
Icc; \1u11<cll (tont fact Munsell (hats
0 3aAQy Loatki /C7 3/2 ( 0 .56tndv LeUy YR.D3/r.
12_ /
/'1' Sandy tOGtiv( /OM 3/3 Sane1Y 1.014 r074 3/3
/ .
_' --, J �c 1.1 Ldarh tC yie 3/y
a nd CIQ l.oa,y nvr,Q 3/..I 1 Z6 — — —
Y Y L oa rrI /0 YR 'lb/
3 3(,, 3
(comY sG,ld JOrR yI`f
•1 1
-7/6 ci8-- __
Loo.> 7 i0 YR 51./ Lomat C*'eckr) 2.sr s/(,
st1 - - - - - -
Ldarrl 'Om sM 5 d,�i- '.cr s/z rne/fks
62_ eiisf /Orq s-/z mules ("0--
6 6
7 7
8 8
End of Boring at 2° -fest. End of Boring feet.
Standing..atei table Standing water table-
Present at _ feet of depth. ('resent at: feet of depth.
hours after boring. hours after boring
Not pie eni in bonnie hole \ Not present in boring hole \
11nrii,.r „,,i
i (Ill'
JnrU ,i ,rr
coil
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V Westwood Professional Setvice, lin
LOGS OF SOIL BORINGS 1 1 /599 Anagrarr,()rive M 104 Marty Drive,Ste 3
I den Prairie. MN 55344 Buffalo, MN 55313
6 t 2 931 ',150 612-682-2587
lull free 1-888-682-2587
I AX 61: 'i 41 5822 FAX 612-682-2639
I iii.ii „i (Toler' Iiohlund I)(' Iol,inint ');19� 14u,- I I '11')Ii
Il,unrf''ImitIc by I(ob ti„rsse
( I:rti>rfieaLion S ',Ieill r\ASIIO 1/S1)A-%('S X I.nilicd I)tbci
\u}!,1 used Idled. t,ro) I I:rnd \ or ('ower 411.1,111 or liu.ket \ (liber
I)c I,th 11(16112Number ,' I)clnh Poi iiiii Nullifier = __ —__
III Surface I-Ic\:mon n "Nuil•i e IA',,num
---- ------
Irit \11111<cII1 ball fc:t \lrn',ll (-bail
�a'hi. LQa NI :,2)",,Z 3/a 1) Z Illy LOGen 10 t/1 3/Z
I /0 - Il — I
LoamID',4 3/3 -------------------------------------
1 '4- -- o, r1 10 rk 3/3
18-- - —
clay LoGell 1o7R 3N -,
Loom /€' q/f
32
�6�__ -- --- --- - Sandy Load 1or/i sly
Loar i )oto S/N
1 dil.,/ Io (d/ mpg/es
'alPi -
Leam/ Saner 161-4 y/,1
6 (4-‘,
6 Sarco( 1b S/'1
7 7
8 8
k.nd of Boring at yg" -teek: End of I3or me X8'1 -krt-
Surndnr water tahli- Standir ,acct tahle.
('resent at leer of depth. Present at feel of depth.
hours cher borirti hours alio horinu.
' _
Not present in burn hole Not present in boring hole
I1n,re/i,/;,,Il
dcrihj
•
T Westwood Professional Setvtt-i", Int
LOGS OF SOIL BORINGS [1 7599 Anagram Drive M 104 Marty Drive. Sie 3
Eden Praire, MN 55344 Buffalo, MN 55313
612-937-5150 612-682-2587
!nil flee 1-888-682-2587
I AX Ii17 (Cl! ',it;':' FAX 612-682-2639
I uearon of Piot(rI Itohl:uid I)(:t i lopmenl ')S 7')i I).iie 1 1 'll;');e
I101 iI) N made h\ Rote Su isle
(lan'ilicilnn) S\stem AAS110 list):\ Ni " \ I Untied (Wier
\n,'er ug.ed((flee. I\(o) I land X of I'ooei I Tight of Bucket \ OViii
Depth Monne Number `% I I)(hill Itoriile Nunihei
ill Surlaie 1.levalnm in Surface IIc II ion
feel \lun.ell t hail lief Minh eII ( h:itt
it gn, y 1—a X17- 3/2 it
-- I
Jandy L aa,'r1 10 y-,'
3!3
)r i-6o rt l — 10Vg 3
!y
i-e0nmy Sane( lom -Ili
3 -3(A-- — 3
Sono/ It2s' H/(,
1 1
i- _ -- — --
5
6 6
7 7
8 8
I:nd of Boring at
5,7
y Jicy End of Boring feet
Standing eater table Standing water lahle
Present at feet of doth. Present at: feel of depth.
hours after boring hour,tiller boring
Not pre<enl in bonny. hole N Not present in holing hip!, \
Il, ',./,,,71.,i
i'. .1! of •l ±.
''I" ! i t 11,.ii\Cd .ii
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.. in:
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Westwood Protessuur)1 :;eivices Inc
LOGS OF SOIL BORINGS I I i',99 Anayr.arn Drive lel 104 Marty Drive, Ste 3
I den Prairie. MN 55344 Buffalo,MN 55313
61% 931 150 612-682-2587
loll free 1-888-682-2587
1 AX 61.' 'hi7-5822FAX 612-682-2639
I 0, n of 1'io1e0 Itohlanrl I)ekelopntrni ')179S I1.iic I ' 's is
Itoi nr,'',made hN Rob Swisse
I Lu'tl'cation System: AASI II r 1 iSl)A-SCS X I'Holed I Aper
\ir_'r•r used(check two) I land \ or ('o\cer I light ,n 1{uckct X Other
111
I)cpili Boring Number Depth i li ,i ono' \nmh.•t 29
in Surface Flevatiaan nr ur f ice I let Ilion
ll
1<i t ^4unscll Chan I ct 11 ,, \1u ;_ell < h.rl
.Saj Le04, ,6Yip 3/z (1 :)v.>a/ l GGM r6 !Q 3/L
I
1Z I !0--
LBafit 16YR 313 JcPlaty 4oa07 1017? 3/3
1 , zz
► y 2
t.sarny -Ca ag� for 3/✓,
3 3y 3
San i /ON y/y ab--
.Sunel ioy4 y//
1 1
SO --------- - --- '
1 ( ht'f- rack ) ...5-z_- —
5
5
r> 6
7
x 1i
- r
I.rid of Boring at 5-0 fret l:nd of Boring S 7 Icer
Blanding water table Standni realer i;rhlc
Present at: feet of depth --- Present at feet of depth.
hours after poring --- hours after boring.
Not present in boring hole X Not farewell in holing hole X
i
:,1... .ru;
1 .ri r rd al „I .
h of depth
•i : • r!a in poring hole 7
0,,,n- of ionirn,n1,. !
1 1V Westwood Professional Servi -e; lie
LOGS OF SOIL BORINGS ❑ 7599 Anagram Drive IA 104 Marty Drive,Ste.3
Eden Prairie, MN 55344 Buffalo. MN 55313
612-937-5150 612-682-2587
toll flee 1-888-682-2587
I AX 612-937 5877 I AX 612-682-2639
I.oratum of l'toIert Bohland Development 9X79' I/ate 12/28/98
Borings nrtde h" Iloh Soy-issc
(.'lassilication5\'Ain t AASII ) (ISI)\-S('S \ I'nified Other
Auger used(check tour) I land X or I'm‘er I light or Bucket \ ()lhci
--
Depth Boring Number .30 l i )epilt Ronne Number .3 7
in Surface I Iev:uioii 1I in Surface Elevation
Iret \lumell t batt
ice: ilunsell Chart
O X01 J6arrt lB fl----
y Y� 3/z ;u.rdy L•04.1,2
g
1 .Sandy Loans ro.r/1 313 I 10
S""Iv I.o4,41
I-UGry,V l Sand toys �,ly 20--
------ Sd _- — ---
3 34— 3 Sano/
5a ruff )p'N y1,1
40
•1 Lo-^`Y 54ne/ fO H/�{ ! gip
Lit— ---- 1-C4., Sano(
3,noly — —
_ Leorti 2-.5-Y Lily /
54— � -
--
{.oa 2
� d `..)f 2.sr Sty ,,,,,/,c,/,, Y S/
6 6
7
End of Boring at (P(, 'r fcei End of Boring *et.
Standing wales table Standing water table:
Present at:at - feet of depth. Present at: Wet of depth.
hours after boring_ hours after hitting
Not present in hiding hide \ Not present in boring hole
11tH;/,-,1,,,1/
(1I,w'p ed at y of depth I i 1)l,-,,-c,d:it , n
Not I'tr,rot to; ;•,,Ott,' ,, ,•ni in hoting.hole .
013 ,0,.il f,,;:� .. ,,t:,t. ! . , .111oP•-..ntd1 ,,11liln.'rt:
111 Westwood l'roko 3 IOn.11 ';ervt(.r , Inc
LOGS OF SOIL BORINGS H 1599 Anagram Drive Iil 104 Marty Drive, Ste 3
Eden Prairie, MN 55344 Buffalo, MN 55313
612 937 5150 612-682-2587
toll free 1 888-682-2587
I AX 612 !13 i 5822 FAX AX 612-682-2(339
I o,.ttunl of 1'101(•0t Bohland l)ck 'l1ypnc.,cl '1X'.1• 1/Alt' I.` :'X 'IX
11111 1111.\made h\ Rob Swissc
(TIa,sItication Systctn: AASII)) I''9I)A-S('S X llnilted Otho
Angel used(check two) I hind \ or 1.0‘‘el Flight or Bucket X Other
I)epth Boring Number .._.1`1 Depth Boling Number
in Surface Elevation in Surface Ele\ation
i et Munsell Chart lint \Inn'ell (-han '
11
Sanely G Ba,r 07? 2./e 0-- — — l
50/70/). Idam 10 t-4 3j
1 i0- 1
3a- iAy Lean \ i6I4 3/$ 12,--.-
L Oailly
2--�Loam} San44 IOYR 3/3
Il 2
2J1 — 7
1. Do-erf ie,irQ 41/'4i
30 — -
3 3(0 — 3 .5- - /6YR y/y
Lockekt l>7'94 Y
I -1 (Ir' I ,Cly 4 5/2 hist-i-45 a
1� yb-
J J
II _----._ - _. - -__ Lac 4�. .,1•C 10if/Q iF iI/ty 1
7-'I2.5r %f l q/
5 5 3u�dy l awl
(.4,2_-
o - 1-ca4 Ji'sf 2-3r fi�Z maflic15 2'51- Y/'l
b
7 7
it
8
1:nd of Boring at ,..ib it -4- 4-- End of Boring 6,2" I,t
Standing water table: Standing water table:
('resent at. feet of di p ih. Present at feet of depth.
hours after hon nu' hours after boring
Not present in boring hole \ Noi present ill hof inthole N i
I
i lh rivrcl al .�(; / Oi �� r fyi''r
_ �i 01 ,1;nlli
-', , ,-.C111 III I --Iii' !WIC 1 •� ,
ai11n a .i,x,11i Irl j .(.)!• , ... ri
Westwood Professional Services, Inc.
LOGS OF SOIL BORINGS ❑ 7599 Anagram Drive Eil 104 Marty Drive,Ste.3
Eden Prairie, MN 55344 Buffalo,MN 55313
612-937-5150 612-682-2587
toll free 1-888-682-2587
FAX 612-937-5822 FAX 612-682-2639
Location or Project: Bohland Development 98795 Date: 4/19/99
Borings made by Bernie Miller
Classification System: AASHO USDA-SCS X llnilied Other
Auger used(check two) Hand X or Power Flight or Bucket X Other
Depth Boring Number 6 2 Depth Boring Number 6
in Surface Elevation in Surface Elevation
feet Munsell Chart feet Munsell Chart
0 y.. leapt t o1R 2/1 0 5 y low toytL 9 /3
1 l
Itsz� oN!(Z H�3 f 8 SAY to zv.,-\ IoYR Hft(
Boz � S c. ISR IN 2. \OYR Lt
" 3
36lo? 52^4 to` m 1/6
4 ys" 4
5 2 a tow,? sA 1
- 5 53 -r i �e7 �y s y
6Z‘‘ end e 2.S'/ 6/Z rA o f t$
6 6
7 7
8 8
End of Boring at 5,Z.. feet. End of Boring S/ 75 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 X Not present in boring hole X
Mottled soil: Mottled soil: �
Observed at of depth • Observed at /7,if of depth
Not present in boring hole:,( Not present in boring hole:
Observations and comments: Observations and comments:
. Westwood Professional Services, Inc
111 7599 Anagram Drive FA 104 Marty Drive, Ste.3
PERCOLATION TEST SHEET Eden Prairie, MN 55344 Buffalo, MN 55313
612-937-5150 612-682-2587
FAX 612-937-5822 FAX 612-682-2639
Test hole location: Bohland Developement Lot 3
Depth of hole bottom: 18 inches Hole No 1 4- 38
Diameter of hole: 6-8 inches Date test hole was prepared: /.'/2 37 JE
Soil Data from Test Hole
depth, inches soil texture soil color
see logs
Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches
Date and hour of initial water filling: jz/Z3 9 3CDepth of initial water filling: 12 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by: JQ Scvl`s&e Percolation test started at T;j f,/9;2 6
Maximum water depth above hole bottom during Test:
8 inches Date / .1/2,17//0
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
q : Z 0 START
, _
q I .,__F
�/ /�Z TIMET - DROP = PERC T- A
y6 REFIL _ �_
ie .s.3 t&,� ;Ye_Ye_ `�` S TIME — DROP
= PERC B
l0:s.3 REFILL — �
// j 9 2 j 3/12) I:5 373 TIME - DROP = PERC
-—— c
4:.26_ REFILL C7 D
S5 29 L I38 � T/ME� DROP = PER
- —
S
3_101.,r,
i c
REFILL
,Lj0
2- -7F Z I z(
- TIME _ DROOP- _ PERC
gE
�o'59 REFILL vZ F
t ' fl 2 S - I ` l TIME — DROP = PERC
A, B, C B, C,D
L.,,,,,,,„/mw Smack,,,M„/Aer' le,rges,a"f/l('U :=,,dho,d e, H('l
x 0.10 = x 0.10 =
s,m/kw q of AH(' Smallc.v N of m)
C, D, E D, E, F
"9:,,,,,40,1 14rr/,.,.,1„01/'./ \rrr,,11,,nrr//r/1
\ 0,10 \ 0.10
. Westwood Professional Services, Inc
❑ 7599 Anagram Drive I 1104 Marty Drive,Ste.3
PERCOLATION TEST SHEET Eden Prairie, MN 55344 Buffalo,MN 55313
612-937-5150 612-682-2587
FAX 612-937-5822 FAX 612-682-2639
Test hole location: Bohland Development, 98795 /0t 3
Depth of hole bottom: 18 inches Hole No.: 9+- 3 7
Diameter of hole: 6-8 inches Date test hole was prepared: f;/23 f 9f
Soil Data from Test Hole
depth, inches soil texture soil color
see logs
Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches
Date and hour of initial water filling: i L/23 y..30 Depth of initial water filling 12 above hole bottom
Method used to maintain 12"of waterr�depth in hole for 4 hours: Automatic siphon
Percolation test conducted by: /i_ S iA.,l/S Percolation test started at 51:2 2-/9'2'1
Maximum water depth above hole bottom during test:
8 inches Date / ./z /213
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
1: START _C 27 j, 25 .. Z/,_�___ A
�9-' 7 )I//_ I. 2-5 TIME - DROP = PERC
1 q,`, _ REFILL 0 (PS ,3, 2,5 Z . B
/() 5-- (pS — %f 3' 2S TIME DROP = PERC
/49.6-6.- REFILL_ — (9 �'2S 2,5— 1,26-- ZO, O C
// 20— 2-S 77/ TIME ± DROP = PERC
5).'vi REFILL _O_
`1:-5-3--- 21 —2-W3: 23/g 2- T/MEL---- - DROP = PERC D
(91. -1 REFILL _ D _ < ' 6 y S•Z5 112- 2_ E
I D
37 .$Pj_ 64 57c /`1/ S.Z s TIME - DROP = PERC
10`,58 REFILL —F7/5— 26 2..133 ('2 z F
I ,, Z 4 2.6 7..1 3 2- )75 TIME - DROP = PERC
A, B, C B, C, D
Dirge'II of ABC Sma/lesi#of AB) /.ugr.)ao/H(7 S,a/Ies!0/of B(1)
x 0.10 r 0.10 =
sm./h..a of ABC Smol/,•,,I o/R('1)
-- __ _.___________.___� J C — _—-._—__
1.���.,v any�'I)l- 1'rmd/cv<„/,-P/. Lo•�.,: l'l1 �,roll•-dl)Fa-.
x 0.111 _ < 0.10
T Westwood Professional Services, Inc
El 7599 Anagram Drive (1 104 Marty Drive,Ste.3
PERCOLATION TEST SHEET Eden Prairie,MN 55344 Buffalo, MN 55313
612-937-5150 612-682-2587
FAX 612-937 5822 FAX 612-682-2639
Test hole location: Bohland Development, 98795 Lo
Depth of hole bottom: 18 inches Hole No.: 35 1- 3(r,
Diameter of hole: 6-8 inches Date test hole was prepared: ;z /i:,.../g;
Soil Data from Test Hole
depth, inches soil texture soil color
see logs
Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches
Date and hour of initial water filling: /2/zj q 34 Depth of initial water filling: 12 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by: i Sc.d/ C Percolation test started at (7• Z.31;1 y
Maximum water depth above hole bottom during test: /
8 inches Date J2-//22 y!/
54
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
9:23_ START D _ 27 /. 8 7S i y. ! A
9 5 7
____/ ./ii_% AI" TIME - DROP = PERC
3 S `� 5/_ REFILL
/Q:_j(o (c- y.57 TIME DROP = PERC
10-',5-(o REFILL _ 0 .--Z_6--- /, 7..5-- ._I_ t- ---- C
l/- 2.2_ Z k, f-PA/ J'�S TIME - DROP = PERC
`T:Zy REFILL O
9:52:-2 vim?f3 Z• m Z 2 ' O D
TIME - DROP = PERC
3( ,. .2__. REFILL _ _ 9 S `6 y E
v �j 7 6 S �{�f�/r ��6 -1.. TIME = DROP = PERC
fa:57 REFILL _0 — 3/y
33 1- 75 I H .i F
/L 3a 33 1'�(f 1 1. 7S--
TIME - D OP------- = PERC
A, B,C B, C, D
l '-g''Bot.Am- lbial6•sr H,.f AU(' Largest Hof BCD Smallest k„JYt 1,
x 0.10 = x 0.10
Smallest H of AU(' Smallest H of e(7)
C, I), F: U, E, F -_
\,,,,,//,-,,n,q,/t. -- /-,,,,,,,,,,,,..I•
010 = x 0.1(I
.s,,,,u..„H„1,7,l-. x„,,,//,,,H,,f nLh