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Page of
Wisconsin Department of Commerce so kR
Division of Safety and Buildings
oCo m 85
, Wis. Adm. Code Attach comple
te site plan on paper not less 11 inc s in f~lan&6 206
include, but not limited to: vertical and horizo I r ne poin (BM), IrectwnQand ~acpercent slope, scale or dimensions, north arrow, an I'octiion a dist ST CRUetaUN I
2,6
Date
Please print all information. /
Personal Information you provide may be used for secondary purposes ( nvacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
r 5 Govt. Lot N 1/45 w 1/4 S oVg T3 a N R E( w
Property Owner's Mailing Address „t h Lot # Block # Subd. Name or SM#
1 i vim, t,J a3 PIa-h c~ tG~Ma~ ckE
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
~ 1~ t~.~~v~ wa►t~ S 3t~ ( ) - 8ss~ ',c,4, 13 ytll~N A.ve.
New Construction Use: M• Residential / Number of bedrooms Code derived design flow rate GP
❑ Replacement ❑ Public or commercial - Describe:
Parent material Flood Plain elevation if applicable
General comments :V 5'D 5 J,~• S 110w `5 , Far eck. c- t,.% ~ e.
and recommendations: `
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Boring
Boring # Pit DO. CS 5 'ft. Depth to limiting factor in.
Ground surface elev. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD/ Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
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Boring # ❑ Boring 910 Pit Ground surface elev. ft. Depth to limiting factor y in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
a i'~Y 3 sL aFS~vj- M raw r
7D 451-tQ3k L I►~5~~ Yh~►' t~v I to .3
1, Lo
Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD 30 mg/L and TSS 30 mg/L
CST Name (Please Print ignature CST Number
~ a~ 17
I D e Evaluation Conducted Telephone Number
Address .r ~ ~.i.
e. v - -d `11S aug-358
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Property Owner GjL rC%N P I S Parcel ID # Page q of
Boring # ❑ Boring
F-31 pit Ground surface elev. b a ,910 it. Depth to limiting factor 1? in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
b - I(P 10106 5 L- 5 Fe- Ow JF wD
a 5 b 7,511 / L a i V Mir- I.0
3 r
FT Boring # El Boring '
® Pit Ground surface elev. Qp ! 7Gj / ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
o -I 3 ~t L- o f vt- QA.v .10 1.0
qP-114 r'SbGc ~I ) o
s - 745 F 1-
36-70 ` ;i L. rn ; Gw t u
E Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BODE > 30 5 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
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CWIX COUNTY
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PLANNING ZONING
!>f ro 4rkYP^.39ty?aW~n., aFtiaPAt~B£aFaPae:4 ik.. .:nN#r;GN.E~t#.A9tV.~f?b~Nif1!"..;'ta.,;a~.i~1 :Y~o. ';iisR.FG..'t ~--..~eGAa dtlntr3reRM..Y.••.•^
e January 20, 2006
Mr. Gerald Smith
c/o Richmond Acres LLC
11160 190th Ave. NW
Elk River, MN 55330
RE: Richmond Acres Soil Evaluation Reports Review
Code
Administration SE/SW & SW/SE Section 28, T30N, R1 8W Town of Richmond
715-386-4680
Land Information Dear Mr. Smith:
&'x
Planning I have completed a review of soil evaluation reports submitted to our office for Lots 1 - 49
715-386-4674 on the above-referenced development and find that additional information will be required
for two of the reports. The following summary provides specific data that will be necessary
Real uperty before these reports can be used to design private on-site wastewater treatment systems
7 -386-4677 (POWTS):
R `~"g Lots 22 & 23 - The soil-tested areas are within a designated retention basin and cannot be
-386-4675 5 used for installation of POWTS. No sanitary permit can be issued for these lots until new
soil evaluation reports have been completed and submitted to the county for review.
Our office, as a "governmental unit" for the state, is required by WI Comm 85.50 to
complete soil report reviews within 6 months of receipt; these reports were submitted on
8/30/05. Please feel free to contact me if you have questions regarding the soil report
review or status of individual lot reports.
Sincerely,
Pamela Quinn
Zoning Specialist
Cc: Jerry Ripley, JEO Consulting
Donna Start, CST
Warren Bader, Town of Richmond
Subdivision file
ST. CROIX COUNTY GOVERNMENT CENTER
110 1 CARMICHAEL ROAD, HUDSON, W1 54016 715-386,4686 FAA
PZ000. SAINT-CROIX. W1. US W W W. CO.SAI NT-C ROIX. W I. US
~ ,ll Vv~
Wisconsin Department of Commerce Q 2IOIN REPORT C _ Page __L of
Division of Safety and Buildings l ce U
r m 85, Wis. Adm. Code
County S-~ C V I
t 4,441
Attach complete site plan on paper not"s than 8 1/
include, but not limited to: vertical and horizontal refer nce p jR iE F)d Parcel I.D.
percent slope, scale or dimensions, north arrow, and I cation"'an~dtstanc'eo nearest roe J.
Please print all infor ation. [ R awed Date
Personal information you provide may be used for seconds 'purposes (Privacy jaw, sp(fy
3.DArt(v1) (m) . t/v~ t~
Property Owner L ST. CROIX c~ Lo tion
G e rod . S M .'t k ZONING O 61YE Lot F. 1/4 $6)1/4 S a T30 N R E (orrP)
Property Owner's Mailing Addre Lot # Block # Subd. Name or CSM#
I// 90 e• NW a, at o F is m crc
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
F_1K R.geItt ►~N 30 ( > 8 K;CJN rn 3 Y7 Aue .
New Construction Use: [6 Residential / Number of bedrooms Code derived design flow rate _410- GPD
❑ Replacement ❑ Public or commercial - Describe: _
Parent material -t l.. ) as1, - Flood Plain elevation if applicable ff
~ ~a r e e h t: t L;
General comments = S vs S 1 3- S T m r,, L: S 77
and recommendations:
o T, I (9~. so ~ T. r 9a. aa') ~ t)►urCHo~~ : ~
5.+e T,a (9a,`w) S:-IG -r,S 9a.ta~~ s n etr--944
?.3 ( U.3
F7 I Boring # tg pit Boring Q,7
4~► Ground surface elev. 'S ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
0-10 I Y►2 L rr1~rF (O , g
V'a .4
L I ,
Fa Boring # Pit Boring
Ground surface elev. _94.7 _ ft. Depth to limiting factor IDS in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
i 0_7 1,Y621 L ~:,~b Ian r ,1
7-~ Ibyri' V -5 b ml~y c w F
la '8 15Y 4/ N5 v`1
L I Y'o .5 b ! Y°`
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• Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 5 150 mg/L • Effluent #2 = BOD 5 30 mg/L and TSS 5 30 mg/L -7 q40
T Name (PleaAse P Signature CST Nur bar
ft t LLtr/~
Add a M (D #e Evaluation Conducted Telephone Number
-7 Is a yasss
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Property Owner Gerv its Sm Ak Parcel ID # Page _ of
1.31 Boring # ❑ Boring Q
Jam' Pit Ground surface elev. _ 171L~ ft. Depth to limiting factor S in.
A Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
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{ cc~
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Boring # ❑ Boring F-1 _
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
I
F-1 Boring # ❑ E] Pit Boring -
Ground surface elev. _ ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BODE > 30:5 220 mg/L and TSS >30 < 150 mgA. ' Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
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