HomeMy WebLinkAbout026-1101-20-200 Lot 4APR 03 2023 1
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-ION REPORT �f
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D'visior Of safetby &It 6:1 lifdin%ps iX � � —2Z,)2 3 —V'4 /:1i i�°j' r^
C 0 M M U i_i:'
I CW.r1tv Lx abqw 290'.
�%tta& cornpiets site Piari or, pater no, 6 less thar, A x inches in size. Plan must.
i a ri c indude. bLA rvol. firnited tc: vetcz; and nortzontai reTerence Doit. ori Ice Z :)Q
perr,ent slope, scaie or diriensions i norrt, arrow, an,-, lacatior and distance tc newes, read./M�
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Flease print all informatiors.
Persoris intonnatior vot., P-Ovide 'rfE v be us-ec' for sec*naarr purposes '�nvacy Lava m
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lxe- ^ I Proper�, Loca" 11��
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G34 Lot 'N; R E
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rA 7 stats Zip. Cope Pna"16
�111age over, Nearest Roac'
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X�4&* Constrjcby~ se Pesioenta, NUMr 0" �ejrooms Code denvet oesiar, knwrale
L7. Repiwenwit or cxnrne-�ai - Describe -
Par erft mMe.lial T; Fiock:! Riair, eievation, if applicabie fL
.........
aric
CeTVD Svsterr, ElevCation T6
Sysi m
e
Bohno Er.*'! 6, i N sj�.-fac* Ground eiev. ft. Depth tc hm.ibng factor
il L I �"i A_n.r-Jif-,qfimn
Horimr Depth Dorninant C'O�X; ocx Desecriptx:
MwtseF t Qu. Sz. cont C'Nor
i extre
Structure
Gf. Sz. Sh.
C�o-,.sistenm
Soindary
Roots
jn�ff
*Eff# —,,If#
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CC
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L
0" .00V
Boring #
Pit Ground surface eiev. U& Depth tc limiting factor
I SoitAmiiz;abon Rate
t Horizon
Depth
t in.
Dominant CNcy-1
Munsell
Redox Desvripbon
QU, %`Z.#Z' cont C'Nor
Texture
Structure
Gr. Sz. Sh.
Consistence Boundary'
Roots
GPDff
A"N C
71
b4"
I
_T
< I
Eftwt #1 = BOS. > 30 < MO ToIL any '"SE > 30 '5ci 2;Lf-ZiEffluent #2 = BOD. < 30 nV& and TS5 < 30 M91-
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CST Name (Please Print) CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address --bate Evaluation Cond ;.Iieia Telephone timber
'1432 120th St, New RiChmond, W1 54017 715-246-4516
Property Owner
Boring # Boring
Pit
Parcel ID #
Ground surface elev. 9 7,, q ft. Depth to limiting factor Z in.
P n9
4
Page of
creel A nnNr--%fi^r% � .....
M9:91
to
Redox Description
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Boring # Baring
❑ pit Ground surface elev. ft. Depth to limiting factor in. mil lication R t
Redox Description
Structure
Boring # ❑Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Stucture
' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mgA- . Effluent #2 = BODs 130 mgA- and TSS < 30 rng1L
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SBD-9330 (R.6/00)
Soil Test Plot Pl
Proiect Name Julie Bergstrom c
Address 1294 150th st. /,0
New Richmond Wi 54017
Lot 4 Subdivision ------
NE 114 NE 114S 36 T 30 NIR 18 W Township Richmond
F'jBoring Q Well PL Property Line County ST. C RO I X
BM or vRP Assume Elevation 100 ft. Top of survey iron
System Elevation TBID *H RpSame as Benchmark
IV
SSTM #226900
e 3/28/23
RED SQUARES
INDICATE SOIL
BORINGS
z o O
LLJ Lij
� —
L,Lj LL
r Lij z >r-) Z
z 7-)
BE < 0
OQOfoL-
ij
V0 0U 0-1
:2
I -D cr 0
o
Ll w LLJ < 0:�
LJ LLI :C Z 0
0 cl
mo 9
(r cl
L-Li < L-Li
0 = � 0- C-:50 ) CE
SCALE IN FEET
50' 1 o o,
= 100,
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NEI/4 OF THE NEI/4 OF SECTION 36, T30N, R18W, TOWN OF RICHMOND, ST. CROIX
L.J LL.
UNFLATTED LANDS
COUNTY, WISCONSIN. BEING LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 15, PAGE 4096,
NE
LAA -1 -0
COR. SEC. 36
W CD
DOCUMENT NUMBER 646719 AS RECORDED IN THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE.
---------- (ALUM.
CAP FND,)UMENT
/7—
N 89054'26" E 729.2 1'
CD r-- C-4
3: Lo 0
D co
N89054'26"E
130TH A VENUE 280.48'
1881.63'
- - - - - - --- - -
co
--------------- -33! �n - --- - - - - - - - - - -
T N 89054'26" E 696.38' El
cD
W/4 COR. SEC. 36
'--(RAIL ROAD SPK.
ir 0
b < Ci
NORTH LINE OF THE NEY4 Lo
TELE.PED -D
Q 0
w d
PIPE FND.)
wl---N00`05'34"W ----OVERHEAD
L 33' 33'a
U
LOT 4 83.00'
WIRES U'
z
< M Lu
<
87,;H SQ, FTfQ�00 ACRES) �\ I NOTE. SHARED DRIVEWAY
EASEMENT AGREEMENT RECORDED
uJ
I Lo r
0
INCLUDING ROGAT-OF-WAY % o�-,
0 IN SEPARATE DOCUMENT.
N 0
72,473 SQ. FT. (1.66 ACRES)
EXCLUDING RIGHT-OF-WAY fo L 0 T
0
6
Cl SOIL
N
U) 87,151 SQ. FT, (2.00
BORINGs El ;- Z') &S
-j
co
I
Lo
SHED
r i r U� Lq INCLUDING RIGHi
�g�
L6
Li0)0)T-
ES)E] 70645 SO. FT. (I gRES
C-4N89054'16"E 257.35' T-- EXCLUDING RIG��T�-
W
n-
-WAY0
M-
U? NOTE: RECOMMENDED LOWEST
C14
Z
U3
QA
BUILDING OPENING IS 10425OR ABOVE.
360.02' �33.00-
49
Of
uJ
Lo
(D
o N89054116E 393.02'
r—
r
C:)
Co a \"-.BENCHMARK
Lo
SHED
z = TOP OF
REBAR. ELEVATION IS 1057.2'
PROPOSED
DRIVEWAY I
IL
-i cr)
D CN Lli
L 0 T 3
ce)
T-
C-li w
N89043'27"E 2 LOT T 6
165,025 SQ. FT. ACRES) tn
w 6 6'
b E
o
1 (3.79
79.36' N Lo
Ln uj
Ln
N
0
INCLUDING RIGHT-OF-WAY 82,535 SQ. FT. (1.89 ACRES)
161,230 SQ. FT. (3.70 ACRES) INCLUDING RIGHT-OF-WAY
co U-Lo )
c�
LdLn
:D —
z
0 75,605 SQ. FT. ACRES)
C:,
a Lo
10
BE
0- Z
W
EXCLUDING RIGHT-OF-WAY 04 (1.74
04 N
CC
UJ >
EXCLUDING RIGHT -OF -WAIF
SOIL
0
<
0
NOTE: RECOMMENDED LOWEST BORINGS U)
BUILDING OPENING IS 1042ALnR
uj
< 0
of 2
HOUSE ABOVE,
I
I
>
NOT SHOWN IN
co Lq DETAIL
WELL 0 360
UJ!
3300
0-
ui 00
0 C\j
N .02'
N89(54'16"E 393.02'
-----------------------
.'1
rl" UJI
o -q- LL,
--- ...... .RAVEL
............ EWAY-11--1 ............... -- ------ cl)
---------- -----------
— ------------ I
u")
T- v-
It-
c:) L.P. TANK 732.18'
699.18'
33.00'1
1
E�
LEGEND S 89054. '16" W 130837'
SECTION CORNER, (AS NOTED).
7w 1
to 6.61
0-4
co
0 1" OUTSIDE DIAMETER IRON PIPE FOUND. tn CD
Ea 0,75" X 18" ]RON REBAR WEIGHING 1.502 LBS. LINEAR UNPLA77ED LANDS EY4 COR. SEC. 36 � I':
0
FOOT SET. 0 1804
(2.375" IRON PIPE FND.),. 0
Lu) "—w
(R) PREVIOUSLY RECORDED
INFORMATION
co
I
Kelly Becker
From: sbird@frontiernet.net
Sent: Friday, April 21, 2023 3:18 PM
To: Kelly Becker
Subject: Re: Bergstrom soil tests
Attachments: scan-kellyb,-2023-04-21-14-14-29.pdf
This email originated from an external source. Verify the legitimacy before clicking links or opening attachments.
oh, there we done 3 days prior, sorry, the completion date is actually on the plot plan, sorry
On Friday, April 21, 2023, 02:18:11 PM CDT, Kelly Becker <kelly.becker@sccwi.gov> wrote:
Shaun,
Were the soil tests for lots 4&6 done the same day they were received by the office? They are missing a completion date.
Please let me know what date they were done.
Thanks!
Kelly Becker I Community Development -Land Use Planner
TI ,
. .....vvry ry r.-r-"�r....t �.r-- •:•- ..-.Y:•• rr-•-v •:v. v-r- r-r-. •r •:ti r-•r•: v.•• •.ti•r•r ti••• r-r -+-: •t•-. rvr. :--r. ..yr..... •r ry - - t. r- - -r..._ ..._. r rrvwv:v }.: •-.ti -z ::: r .- ........ rr� -. yr rr rrr r.
From: sbird@frontiernet.net <sbird@frontiernet.net>
Sent: Monday, April 3, 2023 2:43 PM
To: Kelly Becker <Kelly.Becker@sccwi.gov>; Joseph Granberg <joe@gslandsolutions.com>
Subject: Re: Bergstrom soil tests
This email originated from an external source. Verify the legitimacy before clicking links or opening attachments.
originals turned in today, lot 5 was done this winter, does this help?
On Monday, April 3, 2023, 02:41:35 PM CDT, Kelly Becker <kell .becker sccwi. ov> wrote:
Hi Joe (and Shaun),
I received the CSM this month for Julie Bergstrom in the Town of Richmond, and we have copies of the soil tests for lots 4
& 6 and what I think must be lot 5 with the application packet, but I was not able to find the originals for lots 4 & 6. Have
these been submitted to the office? I also noticed the date the soil tests were completed is missing on the copies for lots 4
&6.
Thank you,
Kelly Becker I Community Development - Land Use Planner
1101 Carmichael Rd Hudson WI 64016
T: 715-386-4676 1 C: 715-821-8722
Kelly.Becker@sccwi.gov
I-vagla-tixrry
ST. C R'