HomeMy WebLinkAbout040-1000-70-100 vuisconsin oepartmnt of Commwce SOIL EVALUATION REPORT Page 1 of 3
Division of Safely and Buildings in accordance w1h t'rmm 85,MFs. Mm. code
County St.Croix
Attach Mete site plan on paper not less than 81/2 x 11 inches in size.Plan must
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all information. R
s Pnvaay Law,s.15.04(1)(m)). �w -
personal information you provide (�. --
Property owner M{� Location .Y �
Country new Constru ion (Brent&Sonja Johnson) GoVL tot °SE 114 NE 114 S
1 T N R 19 ®W
Property owners Mailing Address 9 1..004 tot4 �odc# SutJd Name or CsNMROpPg�)
499 Co View Road O
Sta te K - -T1�Mt own Nearest Road
city Hudson, yin .'0N1 a0Y ICI386 - 085 Tower Road r
XXQY design flow rage fi00
IM New Construction UseE) Residential/Number of bedrooms 4. Code _ —
P'1
Replacement 0 Pu*e of commnerdw- P��Flood R material Plain elevation if applicable
Mound S stem — 0.5 Loading Rate — 1.42 ft..Sand Fill
I"6 d of 51� W) s l au�r ,un
�c e
Boring+' d /8'� c
Boring# Ground surface elev. 9930 ft. !oi!* ctor 24 4
■ Pit tS;:;R;aW
Horizon Depth Dominant Colo' Redox Description Texture Structure Consistence Boundary Roots GPD W
in. Munsell Qu.Sz. Cont.color Gr.Sz.Sh. -Eff#1 -EW
1 0-7 10YR211 — 1 3f-mgr MOT cb 3vf-co 0.5 0.8
1 2f-mabk mfr as 2vf-co 0.5 0.8
2 7-14 10YR2/2 — 0.8
3 14-24 10YR3/3 — sil 2f-mabk dsh ab 2vf-co 0.5
4 24-34
- S D wry ly%►- l��ed � i�
ad �cvni lobs
❑ Boing
2 Boring
t #2z
0 Pit Ground surface elev. 100.30 fl. Depth to knifing factor in. 1 Son Applica#qn Rafe
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Mtnsell Qu.Sz. Cont.Color Gr.Sz.Sh. -Eff#1 -EfF�R2
1 0-8 10YR2l1 — 1 3f-mgr mvfr cb 3vf-co 0.5 0.8
2 8-15 10YR212 — 1 2f-mabk mfr as 2vf-co 0.5 0.8
3 I5-20 10YR3/3 — sit 2f-mabk dsh as 2vf-co 0.5 0.8
4 20-22 l0Y_ R3/4 — _ sil 1 f-mabk dsh ab 2vf-co 0.2 0.3
1 .p $ 22-3 _4 0 tl6_
�r �, 1 / 3 y r� �r GS
11 m
J
Effluent#1=BOD >30:5 220 mg&ant TSS> <150 mg& -Etfltmt 62=BOD <30 mglt and TSS_<30 mgll.
CST Name(Please PM) CST Number
--Mary Jo Hollister 224832
Address Dale Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, Wl 54022 01-25-04 (715) 426-1775
��,iM.J(/,��i'f�/Z.�_'f�5~�_ �f�/n� �i,(�� !�l�lfYt--Q� �2���/ ✓ �— �2.e f- ,Q-C?�lii�� /(,.Q1.�
L
i
(LbT LA C ( 2 3
Property Owner_ Country View Construction ParoeilD# 1'co�8) page of
Boring ��
3] Borin9# Pit Ground surface elev. 102.00 ft Depth to limiting factor 19 lo. Sol Appkation Rate
Horizon Dinh Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Mrnsel Qu.Sz. Cont.Color Gr.Sz.Stn. -Eff#1 "Eff#2
A 1 0-8 10YR211 — I 3f-mgr mvfr cb 3vf-co 0.5 0.8
2 8-15 10YR2/2 _ 1 2f-mabk mfr as 2vf-co 0.5 0.8
k 3 15-19 10 abk dsh cb 2vf-co 0.5 0.8
4 19-30 _ _ till -- — — — -- —
IC t
S
30a SW
F-1 Boriry Boft
Pit Ground surface elev. ft. Depth to Ding factor in. Sol Rate
Horizon Depth Dominant Color Redox Desaipdon Texture Structure ConsMance Boundary Roots GPD/ff
in. Munsel Qu.Sz. Corti.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
F-1 Bork9# H Pit Ground surface elev. R. Depth to limiting factor lo.
Sol A00wation Rate
Horizon Depth Domlnant Color Redox Description Texture Structure Consistence Boundary Roots GPO/if
in. Mtnsel Qu.Sz. Cont.Coin Gr.Sz.Sh. 'Etf#1 '01102
Effluent#1=BODS>30:5 220 rnglL and TSS>30 1150 mgtl •Effluent#2=BOD5<30 mglL and TSS<30 mglL
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CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF
SECTION 1, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN OF TROY, ST. CROIX
COUNTY, WISCONSIN.
SETBACK NOTE: 3
FRONT SETBACK 150'
i SIDE SETBACK 50' NE COR SEC 1
I REAR SETBACK = 50' LOT 3 CSM VOL. 5 PAGE 1324 I IIt
------------ FOUND SURVEY, I IoM
NORTH LINE OF SE 1/4 OF NE 1/4 N 89'45'47" E 1320.73' MARK NAIL I 100
1279.70' 1 N
\---------------------------
------------------------------i0 41.03 I
\ APPROVED 0
\ \�� ST.CROIX COUNTY
`\ �\ PlanMng Zonlnj and Parks Committee I
MAY 13 2004
I . v I ralr�
\i not mooMad wlthln 30 days of LOT 1
d I oNwal dote oppmavol shall be
null and veld 611048 S.F.
` 14.03 Ac. i N 89'45'47" E 353.01
E. R. 595702 S.F. i 311.98
RYRMRRRR '*N 13.67 Ac. I I LOT-, 2 41.03'
r I titAa �!" ��0 N *aa�+�`\ �u� `SS•\`\ i i 10872tt i S.F.
og i t.aW%°1..........., 2.501 Ac.
• •.,� .\ �• 4, i iE. R. 96b88 S.F.I 1 I Z
�� I
to •(ROGER LYNN •� �: `\\ `\� '� 0 2.21 i Ac. I g
o . C HUMPHREY � g I ^ I I °
JI w ° i �ZyS3 Y \\ \\ I cn Le____J
a l z CN I t i 0 i CO N 9' 5'47" E 353.01'1 I I Q
z , ; WOODVI
♦ � WI �p \\ `\ I 'v 311.98 D
E \ N r---�- 41.03' I
U °*y LOT 4 \\\\`\ ! o o 'LOT 3 I N to I
C)
�\ `\ ° 1108726 '.F. O
° i0 O�-, 897637 S.F. \\ �� z °o I 0—
z / 20.60 Ac. \ M I 2.50 Ac. O o I o I
I I o
` E.I R. 960876 S.F. N I I I
e E. R. 837560 S.F. \\`\\ � _21- A�. I I al
\ N 89'45'47" E 353.01' I ( I
v►-i 50'1 � 19.28 Ac. \
311.98'
`--------- 41.03'
33 �'AI
_____________________________________________________ ZI_________.� co ,' ICI
o C14 I
S 89'58'42" E 1274.15'
- - - - - - - - - - - - - - - 6 '
— —TOWER ROAD-— -S X941 a"VY -J315.03_ EAST_MT 4�I1`lE '0
3941.43'
S89'41'38"W! — ———— —
3941.43' UNPLATTED LANDS EAST 1/4 CORD I F-
W 4..* COR '1�'C'F� ——'————— FOUND SURVEYI I I
3Ec. •i FC"?,:D in JET •3�'4" BY 18" IRON MARK NAIL
3" ALUMINUM PIN WT. 1.50 LBS./FT. NOTE:
MONUME !T FOUND 1" IRON PIPE BEARINGS ARE REFERENCED TO THE
EAST LINE OF THE NE 1/4 OF
i COUNTY "ECTION MONUMENT SECTION 1, ASSUMED TO BEAR
(F&JND A"Z NOTED) SOO'04'24" W.
0 SOIL BORINGS
OWNER:
SCALE: �• _ 200'
---- BUiLDING SETBACK LINE SURVEY CONDUCTED AT THE
0 50 100 200 REQUEST OF THE OWNER:
_?- PROPOSED DRIVEWAY COUNTRY VIEW DEVELOPMENT
E.R. = EXCLUDING RIGHT OF WAY AREA 499 COUNTRY VIEW ROAD
HUDSON, WI 54016
THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL
HUMPHREY ENGINEERING SHEET 1 OF 2
ST CROiX CO
0
PLANNING ZONING
=r
MEMO
DATE: April 6, 2006
TO: Mary Jo Hollister, CST#224832
�E
Code Administrauo FROM: Pam Quinn, POWTS Inspector#665054
715-386-4680
RE: Brent & Sonja Johnson/Country View Construction
Land Information&'
Planning CSM #762523 Lots 1, 2, 3 & 4, Section 1, Town of Troy
715-386-4674
On April 5th' I visited all four lots for this CSM to verify data submitted on
Real Property} March 16th amended soil reports. With your assistance in re-flagging some of the
715-3 6= 677 test pits and hand borings, I was able to confirm locations for all tested areas. I
Re `cling apologize if previous memos made it appear that work had not been completed, but
-386-4675 the discrepancies between lot lines for concept and final CSM, the surveyor's soil
boring markers on the map, plus the use of two test pits by Dave Fogerty all made it
very difficult to identify the tested areas.
Lot 1: There are two soil reports for this lot. The BM#2 for the 3/13/06 revised site
=w plan was not visible anywhere near B2, but BM#1 is flagged in blue and available
for use in mound installation. The tested area on soil report dated 10/23/03 has
pink flagging and reported A±0" conditions, which would require a state on-site soil
determination for mound design approval. See requirement for Lot 4.
Lot 2: There are also two valid soil reports for this lot. Your BM#1 is a nail on west
side of tree 21 feet south of B2 and flagged with blue tape, as are 131 and B2 (both
excavated pits). BM#2 is the "top of PVC pipe" at 23" above grade and the 98.78'
elevation should be double-checked. Dave Fogerty's soil report extends south of
Mary Jo's tested area and allows flexibility in mound location and design. The site
has not been altered and the contours indicated adequately represent the existing
topography.
Lot 3: My only criticism is that Comm 85.20(2)(b) specifically requires "at least one
soil profile evaluation excavation per treatment or dispersal site shall be constructed
as a soil pit" for estimated DWF of<1,000 gallons per day. This lot has three hand
borings, with B3 being a hand-auger hole that was done while frost was still in the
ground. The nearest excavated test pit is Dave Fogerty's B1, which is on Lot 2 >40
feet away. The new hand boring B3 is 77 feet southeast of a flagged as B1, which
is 16 feet south of the north lot line. The "existing pit from Fogerty" (131) is 41 feet
northeast of your B1. The PVC pipe shown as BM#2 has been flagged in pink tape
and B2 is flagged next to it.
ST.CRO/X COUNTY GOVERNMENT CENTER
PZ @CO.SAINT-CROIX WI US 1 101 CARMICHAEL ROAD,HUDSON W/ 54016 715-386-4686 FAx
WWW.CO.SAINT-CROIX WI US
Lot 4: I found both blue-flagged benchmarks and excavated tesf pits B1`and`B2;`but couldn't
sFpecificaIly locate B3. B2 had standing water in it and the entire lot's soils were saturated at
the ground surface. This lot requires an on-site soil evaluation by the state to determine if
th. ..e is A + 4 inches of soil above seasonal soil saturation. BM#2 is approx. 11 inches above
gra :- d needs to have its 102.96' elevation corrected (it is next to B2 at 100.3').
Le to schedule the on-site for Lot 4 and the additional excavated test pit for the same day
an (with elevation corrections requested) these four soil reports should be ready for use
in P ;{ TS design and sanitary permit applications.
lMyh"SmTufikr.
ST.CROIX COUNTY GOVERNMENT CENTER
1 101 CARMICHAEL ROAD,HUDSON, Wi 54016 715-386,4686 FAX
WWW.CO.SAINT-CROIX.WI.US
PZ @CO.SAI NT-C R OI X.W f.U S
n'r-r CP
01X cou
PLANNING AA NTY
&. ZONING
MEMO
DATE: March 3, 2006
To: Mary Jo Hollister, CST#224832
Code Ad FROM: Pam Quinn, POWTS Inspector#665054
715-38G-4680
RE: Brent & Sonja Johnson CSM lots 1, 2, & 3, Section 1, Town of Troy
Land Information&
Planning
715-386-4674 As a result of queries by a prospective buyer for lots 2 or 3, 1 conducted a
site inspection to determine accuracy of data provided in soil reports prepared for
RealPrope these three lots on Certified Survey Map #762523. Based on my findings, the only
715-3 - 677 currently viable soil report for use in the design of a POWTS was done by Dave
Re- clip Fogerty in September 2003, whose tested area is entirely on lot 3. Findings are
g
-386-4675 summarized as follows:
T
Lot 1: located one tested area from soil report dated 10/23/03, which had A+O"
conditions and would require a state on-site soil determination for mound design
approval. This area was flagged and still has benchmarks as indicated, although
BM #2 elevation is incorrectly calculated. A different tested area was described on
a soil report dated 1/25/04 in the northeast corner of the lot. BM#1 is shown as 115'
west of Boundary Rd. and 120' south of the north lot line, with three excavated-
backhoe test pits within 90 feet of it. There are no markers or visible backfilled pits
to identify this area and the slope shown on the report is reversed from the
topography I observed. Until the site on the more recent report can be identified
and the data verified by county staff, no sanitary permits can be issued for this lot.
Lot 2: Dave Fogerty's soil report for this lot was done prior to CSM; all three test
pits and both benchmarks are still visible and the elevations using BM#1 as
assumed 100' elevation were found to be accurate. This site had an on-site
completed by Leroy Jansky, Dept. of Commerce, who agreed that a mound or at-
grade system was feasible based on soil conditions. The site has not been altered
and the contours indicated adequately represent the existing topography. Your
subsequent soil report (5/5/04) utilized one of Dave's test pits and indicated that the
south lot line had been staked by owner. The official surveyed lot line and corner
stake are farther south than the flagged lathe that appears to be the owner's
marker. The southerly test pit and BM#2 shown on the plot plan match the location
and elevations of Dave Fogerty's B-2 and alternate benchmark of 2" PVC pipe,
which are 145 ft. north of the south lot line. I could not locate your backhoe test pits
B1 or B2, or BM#1 that are indicated as north of Dave's test pit.
ST.CROIX COUNTY GOVERNMENT CENTER
PZ @CO.SAINT-CROIX.WLUS 1 101 CARMICHAEL ROAD,HUDSON, W1 54016 715-386-4686 FAX
WWW.CO.SAINT-CROIX.WI US
L ou use an "existing pit from Fogerty" marked on is repo an ave s ongma
#1 as your assumed 100' elevation. However, the north lot line is 50 feet farther south than
ur plan shows; there is a surveyor's stake and lathe marked "lot 2" at the SW lot corner for
r- rence. I found the 1" PVC pipe shown as BM#2 on the plot plan and the elevations/slope
da pear correct, but no visible sign of hand borings or markers indicating 131 and B2
loc This soil report is not useable since two of the three test pits are not on this lot.
Alt your soil reports for lots 2 & 3 make it look like only one of Dave's test pits was
utili the data indicate that you mapped tested areas using both his B-1 and B-2. Your test
pits avated to 59" and 50" on the lot 2 report should have resulted in backfill material or
other sturbance that would be at least as visible as the exposed test pits from Fogerty's soil
report. re-visited the site to try and locate these pits without success. Neither your Lot 2 or
Lot 3 s it reports will be accepted for use in POWTS design or sanitary permit issuance.
A py of this memo will be attached to the soil reports and sent to the owners. Notify the
ning office when Lot 1 and Lot 3 soil reports have been completed so staff can verify that
they can be released to plumbers for POWTS design.
I
i ST.CRO1X COUNTY GOVERNMENT CENTER
1 10 1 CARMICHAEL ROAD,HUDSON, W1 54016 715-386,4686 FAX
WWW.CO.SAINT-CROIX.WI.US
PZ @CO.SAI NT-C RO 1 X.W I.U S
Parcel #: 040-1000-70-100 06/01/2006 08:30 AM
PAGE 1 OF 1
Alt. Parcel#: 01.28.19.4D 040-TOWN OF TROY
Current I X'I ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
05/13/2004 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
TIMOTHY J&LORI A KNOPS O-KNOPS,TIMOTHY J&LORI A
440 OVERLOOK PASS
HUDSON WI 54016
Districts: SC=School SP=Special Pr y A s(es): *=Primary
Type Dist# Description 880 TOWER RD �JO,7L SC 2611 SCH D OF HUDSON —
SP 1700 WITC
Legal Description: Acres: 20.600 Plat: 4747-CSM 18-4747 040-04
SEC 1 T28N R19W PT SE NE CSM 18-4747 LOT Block/Condo Bldg: LOT 04
4(20.6 AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
01-28N-19W SE NE
Notes: Parcel History:
Date Doc# Vol/Page Type
05/27/2004 764066 2582/438 WD
05/13/2004 762523 18/4747 CSM
07/23/1997 1136/330 QC
07/23/1997 1074/65 PR
2006 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 09/06/2005
Description Class Acres Land Improve Total State Reason
PRODUCTIVE FORST LANDS G6 20.600 108,200 0 108,200 NO
Totals for 2006:
General Property 20.600 108,200 0 108,200
Woodland 0.000 0 0
Totals for 2005:
General Property 20.600 108,200 0 108,200
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch#:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
L ound botE blue- agged benchmarks and excavated es pis Ell anaTZ, but cou n
ecifically locate B3. B2 had standing water in it and the entire lot's soils were saturated at
t e ground surface. This lot requires an on-site soil evaluation by the state to determine if
t e is A + 4 inches of soil above seasonal soil saturation. BM#2 is approx. 11 inches above
gra nd needs to have its 102.96' elevation corrected (it is next to B2 at 100.3').
Le to schedule the on-site for Lot 4 and the additional excavated test pit for the same day
an (with elevation corrections requested) these four soil reports should be ready for use
in P TS design and sanitary permit applications. Y1_2
7
U
�l OL
ST.CRO/X COUNTY GOVERNMENT CENTER
110 1 CARMICHAEL ROAD,HUDSON, Wi 54016 715386,4686 FAX
PZ°>CO.SAINT CROIX.WI.US WWW.CO.SAINT-CROIX.WI.US
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