HomeMy WebLinkAbout040-1318-00-038 (2) 15le°1p22
Wtac'xnsmDepCtrnentot r �`° pe•JetOP OIL EVALUATION REPORT S AI 1 �pe or_
user o'Satiety one Bun nos mar,,'" 73I f ell4 l.r,adG�.„
G°m in accorcance wet.Comm S.S.Ms Adm. Code county I S Oa—
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Attad•.complete site plan o-paper not less than El:.x" in es in size.Plan must I �l V�� "�(l
include,but not limited tc vartida;and hanzonta.reverence par%`BM; direction anc Paroei I.C. �l
Percent slope.suite or dimensions.nory amp* and Location and distance tc nearest road. D 7 O'- /3g` 9.6.p/^—S1r .'
Please print all Information. by
Perso Into m bor roc rra',be used tot s.conaan pur➢oaas(Pr�'a�Lee.s 1!.04.:';(v) RaV1�Y'VI / I Date
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I Pmperiwn Owner i Property Locator. �/�JL
�+ /4 .4 S/ T 2 N R ?E fore
L i ect ;� 7 Mad cost.Lot�/I� I 0 / /J
Property Owner's Mailing Address i Lot# Bloc** I Stbd.Aeme or CSM#
7/27 /o ,u( ('jam Di . 38 7Yv'
City �/// State Zip Cope Pnane Nurnbx I ❑city ❑wage .r Road
Gr/0•74v. • ii7it.15542c; I I �o 174 v.Z7/4 fee �t
xNe*Cons, Use•p4.esOenta;Number of bedrooms S Code dernZ design Lbw rate_-z GPO
Replacement Public or.•0`1 -Desaibe• --.---
Pare material . /� .. � �r« •comments
• Plain a eva••. •. -••••,b(e A// A- 1[
rr Gcomments cth44.4. a r s tCl it-Gr71 / of A- O irlp, ) So r 1
and noonn>endaaxu:
fiXnn( / L1 /�Of
System Type IID / Ss�c.3"` G��T( System, Elevation�C/ D�" 0
a Baring
0 pit Ground strface elev/O 0.7 0 R Depth to limiting factor / J �• Sd Application Rohe
Horizon Depth Dominant Color Redox Description ; Texere Structue Consistence Boundary Roots GPDXP
in. Hansel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Effe2
l a-6 O ,312_ s1 ' m i i ,3
z 6-I s 4,, ,/y (I x , N/ 1 4i (Boring# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor ft. Soil Appecation Rate
Horizon Depth Dominant Color Redox Description Taxers Structure Consistence Boundary Roots GPDIIP
In. Mussel Qu.Sz Cont Color Gr.Sz Sh. 'EA#1 'Eff#2
I
•Eftiuutt#1 0300.>30 5 220 matt and TSS 2.30 a r,• •Effluent#2 a BOO.<30 mg&and TSS<30 mat
CST Name(Please Print) ///- Is - - CST Number
Bird Plumbing, Inc. Shaun Bird v/f% 226900
Address Date Evacuation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 --O ' p— L:_ 715-246-4516
Property Owner_ Parcel ID* Page of_
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/ff
in. Munsell Ou.Sz. Cont.Color Gr, Sz.Sh. •Eff#1 'Eff#2
Boring# 0 Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Sol Application Rate
l k,ricon Depth Dominant Color Redox Description Texture Str uctue Consistence Boundary Roots GPD/ft,
in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eft#2
•
Barwg# ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon ')epth Dominant Color Redox Desaiption. Texttre Structure Consistence Boundary Roots GPO/If
m. Munsel Ou.Sz Cont.Color Gr.Sz Sh. 'Eff#1 'Eff#2
•Effluent#1 =BOO,>30<220 mg,L and TSS>30<150 mg& •Effluent#2=BODE<30 nrgrL end TSS<30 rg/L
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System PLOT PLAN
PROJECT Creative Homes ADDRESS 707 Comerce DR. Woodbury Mn 55125
NE 1/4 NW 1/4S 11 /T 28 N/R 19 W TOWN Troy COUNTY ST.CROIX
SYSTEM ELEVATION 1086.8' 1.8' sand lift 4/20/22 5
BEDROOM
DATE
CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK
MOUND XXX SEPTIC TANK SIZE 1585 gallons LIFT TANK SIZE DOSE TANK SIZE 950
HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 750 # of Chambersnone
BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 1090.19'Filter Lifetime
❑ BOREHOLE O WELL *H.R,p, same as benchmark
A
Mount Curve Court
IScale = 1 /4" = 10'
0 40' 80'
I I
Area 15' below system is
to remain undisturbed : -D
■
Property Line Grading is to be done to divert
run-off away from system
Pro 5 Weiser Combo Tank ❑
bedroom
. .
Prominence Way
B-A ❑ to
System is to be installed 3% Slope
along the contour
1085.0'
B.M.*
iliLWel is to meet all WDNR setback
Property Line
1085' B-C
1084'