HomeMy WebLinkAbout026-1296-25-000
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 5/23/13
Owner:Oevering Homes/Ken Oevering
Location: NE1 /4 SE1 /4 S7 T30N,R18WLot 25 Country View Ridge Richmond
System type: In-ground absorbtion system(conventional)
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanance and Contingency Plan
7. Filter Specifications Sheet
8-10. Soil test
Signature
License n ber #226900
i
PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
NE '1/4 SE 1/4S 7 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 5/23/13 BEDROOM 3
CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32
BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 1001 Filter BEAR Filter
❑ BOREHOLE O WELL * H. R. P. Same as Benchmark
SYSTEM ELEVATION 95.0/95.1 4.5' below qrade
All piping shall be SDR 30/34, within 10'
of tank, pipi g shall be Schedule 40.
Well is to meet all
setbacks required by
WDNR
Scale is 1" = 40'
unless otherwise
noted Scale is 1" = 40'
unless otherwise
noted
308' Property Line
Do-
Vent
20'
B-3 >6" Quick4 Standard
50' Leaching Chamber
of Cover with 20.0 ft2 of Area
5.6ft^2/pair of end caps
Long 12"
3 4" Grade at System Elevation
1% Slope
Vents
2-3' X 66' cells with >3'spacing pro 3
Bedroom
133' House
Property
Line 309
B-
ST
30'
30'
B-2
B.M. 80' 10 99.5'
3 0' 100.5 307' Property Line
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber To be >1' above grade
5.6ft 2 pair of end plates
Finish grade elevation
95.5'
Typical Installation
Vent / Vent
Grade
3, 4„ 3'
,A/30/34 Septic Tank
5' Long 1 5' S' Long 1
Grade at System Elevation
3619 Grade at System Elevation
Spacing 5'
2-3' X 66' Cells
Same on other end Observation tubeNent
At end of cell
A
B
16 chambers per cell
System elevations:
A-95.0'
B 95.1'
POWTS OINNER'S MANUAL & MANAGEMENIC' PLAN Page of
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner 1 a '
Septic Tank Capacity ❑ NA
Permit Septic Tank Manufacturer ❑ NA
Hll(~ c
DESIGN PARAMETERS Effluent Filter Manufacturer _ ❑ NA
Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA
Number of Public Facility Units '.NA Pump Tank Capacity NA gal - -
I stimated flow (average) ? l/da Pump Tank Manufacturer NA
Design flow (peak), (Estimated x 1.5) ~/day Pump Manufacturer ❑ NA
oil Application Rate _ alJda /it2 Pump Model _ NA
Standard Influent/Effluent (duality Monthly average* Pretreatment Unit' - - ~ NA
Fats, Oil & Grease (FOG) 530 mg/L l7 Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BOD,) <220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) <160 mg/L ❑ Disinfection ❑ Other:
Pretreated Effluent Quality Monthly average Dispersal Cell(s) - - ❑ NA
Biochemical Oxygen Demand (BOCIs) 53( Ing/l. -Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 53C mg/L NA ❑ At-Grade ❑ Mound
Fecal Coliform (geometric mean) 51C4 (JU/100m1 ❑ Drip-Line ❑ Other:
Maximum Effluent Particle Size it dia. ❑ NA Other: - NA
r?t11 hec Other.
NA
-Values typical for domestic wastewater and septic tanl; effluent. Other: - NA 11 MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once eve ❑ month's)
every 1 (Maximum 3 years) ❑ NA
a
Pump out contents of tank -
(s) When combined sludge and scum equals one-third ('A) of tank volume ❑ NA
aspect dispersal cell(s) At least once every: ` D month! s) (Maximum 3 years) ❑ NA
- - eaf
Clean effluent filter 4t least once every: ❑ monthfs) ❑ NA-
_ - - - - ---ea-r(s;
Inspect pump, pump controls & alarm At least once every: u rre nthis)
Y ar(s NA
Flush laterals and pressure test At least once every: month(s) -
Q year(s) NA
flier - At least once every: ❑ month's)
- - - - - - - - year(s) NA.
Other:
NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master
Plumber; Master Plumber Restricted Sewer; P0111,'T:S Inspector; POWTS Maintainer, Septage Servicing Operator. Tank inspections must
include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of
combined sludge and scum and to check for any ruck up or ponding of effluent on the ground si irface. The dispersal cell(s) shall be
visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface.
l-he ponding of effluent on the ground surface may indicate a failing condition and requires er., immediate notification of the local
regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third ('f,3) or more of tie tank volume, the entire contents of
the tank shall he removed by a Septage Servicing Operator and disposed of in accordanc<' with chapter NR 113, Wisconsin
Administrative Code.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurzed components, pretreatment units,
and any servicing at intervals of 512. months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of an!:, service event.
'START UP AND OPERATION Page - of
For new construction, prior to use of the POWTS' check treatment tank(s) for the presence of painting products or other chemicals that
may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent.
To avoid this situation have the contents of the pump tank removed by a Septage Servicing Orerator prior to restoring power to the
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump, controls to restore normal levels
within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within
15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater strearn may improvo the performance and prolong the life of the POWTS:
antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain
(sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scrap,,; medications; oil; painting products;
pesticides; sanitary napkins; tarnpons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following strips shall be taken to insure that the system is properly
and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings seale:t.
The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, of must be taken, to provide a code compliant
replacer ent system:
suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by required
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in
effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a
holding tank may be installed as a last resort to replace the failed POWT8'
❑ The site has not been evaluated to identify a suitable replacement area. Jpon failure of the POWTS a soil and site evaluation
must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as
a last resort to replace the failed POWTS.
❑ Mound and at-grade soil absorption systems may be reconstructed in place following wmoval of the biomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules in efi'ect at that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/Of; INSUFFICIENT OXYGEN, DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DY ATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name
Name ~
Phone L f-~--
rJ " b Phone 7/~~
SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AU"Y'HORITY
Name -
--ti _ ~1') Name
Phone ~
J Phone -2/J _ > G - - -
This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3), vviscor rsin Administrative Code.
TER C
ARTRIDGE INSTRUCT101vS
tSr'@Wx C~ryfiCtirriVNsucrrnw,rrltMtiu ll
lWlUtGridurrtlttt
Currtwrurr urrdartlrr wawaiu r+WutJrbr~g, tyaap, titbtl wlthtra Ih~yrt irlore plira inlsu Clair
tsrrk tlrYtrilyh tlrir iw►llmt er oelt+tunt areMtF ks4w to a++suru it I~t
plpu. L~latA) +iddlf7ahal tyl U►ttu Clio uatNt
s iWirBu time tttde is SClii dry t}'~;Ud Of the tluflut ►r}pti, irruasarir tlid iviulytlt
uP w11~f1rCi) pliae weeJrreM to litta r r, rho mtr►• to vny to it
Irrutwiw tit W t~ l uade satlimrt, lr old,, ttru! uuyli it ut9lfalntl
xyir}SUrt yttallrnd Iii oat Milli ud,
Fur iaa;teUprlwnrr 40111 lrt
xnluatrt weld the ~r• k6ols i ~ tkh1 tlrlt~i 6fIG11NNiYtgrri'wi sidrt supp,irt:
utHIZ0d. NrWafid to stetrs Pipe i'N't1i Clti,r m fiYiatr riaiill, rt biYle sU
Apart tridti'16ri ii, irtst
.5alVeht weld thlt filter t:ude tlNto the u
1.eistt, prtlruri►tr Wi+:t Iaaui. Y►idnrt irre i4ijei-
tiro t sa u. d dtiWil ulrgl thtt Irlthr Iridrt; Itrtts tiro bn ons aP ".e Itd
If ,a VAS ilwitt it is utW: kj-- itmart into taa
rkx*wlr a goo, i tlur urr+' IQ[;'( by "
tUrlllrlij :t.„.
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1. 'ruts uYlillarrt riltot sthuuld lid t:iuiti wAd uvurr tirrig tiny amilClt Mirk Is
~arvitetl.
t. vp~a the atiNlet Ac-costa urwririAry to insp mt tiro turlic Jird h1tur
& wurrty td.w septic ti nk w+w►fdustatl rntriclt
Iby1411' bN th" btdttrr+t of tirm took *#td nritj wt tie apjlrry nihd effl,lurdrtt.t
4, ors- t4.r niitosu'it Iswel lVas tlwurrr tuWered bu,WW thts IIlV'tlrt 1t1 tiro ~
utitlut woe, firtaly wall up aft twin Ultur hmndie to dfaylud"d ktyU s
curt►i w" 6"11 ilia eiago. -
5. SO& the t drtrldu«i foil acrd 01 IV: of the wtrm tl►r rlgttiiltry.
6, 11' a AS SWWI N twima :tud to ari Wilrt►I it! lltlpuettt, Use sswiityli
shwuld his ttwntbww by twrnrnlp i iyitatrrrrJrr tavlpll tlgw hilrl dkNtrad
with Witter (July.
Y. Wile huMblo the tarWid9o w 4s fddd fligrI}p pgt cur«atcu f rr.,,lu
aiowo) over the 44 wawa; u epin rii
tie bfifi ulI ti•IU (;flftPld
only, t'rirrlthiy aura all ampia llis tartans) lu r1n Uit Wit WstaP
t autl bdi* Inll► tlrir taak_ ' ~ •
U. I Vrts Switch Is utHired, trot 1mco iy f r., Y
t'trr'►ririp dtickwistr go-. try IIroWCIilf1l itltt7 $ltibt' atria!
J, k►a'Grutt tho lfitim, curb-idyia back into tllg , r w i' ..,,.i
the Alto lacks: ilsta thu halm am ra! Wear llftli}`lUl( duUVrr alitiY
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N88.22'35"E 507.00' - I 1 N ! of Section 7
' 110.91' 186-24,-- 139.10' 176.85'
r 24.28c g r I
j 4j~0 1~ a `Easement,.' 33.00' Op I 20 0
~6J 6ro. , d 00 ( M d
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rn Pi O 6 A O w 1
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sq' ft. A rn 46.280 sq.ft. to W I
- NAVD 88 O 43,587
1.001 acres 10 46.278 sq.ft. ' 1.062 acres M i
z M I i
4 LBO - = a• 975.00 1.062 acres ` LBO
M r
LBO = 970.50 970.50 O
43,568 sq.ft. S' - ro 19 O o0 O I rr
6.08' 1.000 acre / rn 0 I
LBO 975.00 N O I i
N
. %A 169.03'---- O
tn~~
p, N_85 j4 25'w -4.76' O o O I Al
x 164.27'_- - - , Found East Ouorter Comer
_ .1y - -
~fi 'r~•~'•z Drainage (P -'-N89'22'50 "E-,'~ Section 7-30-18
e Ro,71oad Spike
Easement ~''aQ 1 167.35
5 P.0.9
o M
81,611 sq.ft
1.874 acres '0
2
d. ti, 6'16"w
L 1 '
'
'42 ~10 N89 22
BO = 975.00 r to84& i~ _ - 1 '
1st - :
® _ ::167,35'- -
eoK 66.32'
cli
~ rl I
23 / 24 N ~1 I
e! q'ft. 0
! VII I
N [t~ i 43,629 sq.ft. 43,560 s
7. 1.002 acres 1.001 acres I I ~i
E I 21 (N8933'40"W 1
e~a~ gam' ~SS• 115.62' 195.00' 1-0) C:)l
N26'12'26"W 310.62 L
1 153 55.87' --22 N87'11'00"E o I I
5 -1 10
3 y , 87,548 sq.ft. i I 00 p 10 QI
Laa
6 \ 2.010 acres I in 00 LO M 43,561 sq.fL I a ' I 00
25 E~l
~I
1.000 acre - - - -I MO I Z)l
N89'15'45"E - 70o.00'"' I
1 1 68.16' i 308.00
N87'01'1"E 3 1` -I 1
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26 3:
1 I 2 'O to 43,578 sq.ft. 1; y 0 33 33' i 0
0) I 1.000 acre 1 ° e O
75,935 sq.ft. 0) co I n ^ 00 Note:
Ji 16 ( 1.743 acres 3 O I I qy
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The
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o a, I 0 0
A 27 u, OR .5 -a 0 I (n n Lots
v ( i Lots
2 [ c( 20 N 80,672 sq.ft. 1a, r"
17 J ( 83,879 sq.ft. 1.852 acres v 100' N Lots
1.926 acres 5 l d
00 ( ; ( m I ( Lots
East Line of the
Southeast Ouorter of
I I I 1 1 Section 7
-1t ,r
'oo \ N89'f8'55"E 414.05' 33.00' t,L I
137.81' 276.24, 300.76'
J S89'18'55"W 610.00' 1 1
(N89773) E) I
Bench Mark I I
Top of 1" O. 0. Iron Pipe
v` Elevation 974.67 ft - NAVD 88 1
i ko i / N 1 WL.LJ
I I o00 I
~K I C6 0 1~1M1
cv LOT 1 I cni
~ `t ry i1
to
19 100
~Nn
CERTIFIED SURVEY MAP I F- w 1 ~i
85,690 sq.ft. W k O
1.967 acres I 1
\U4 LBO = 959.00 ° VOL UME 13L PAGE 37 '2 I I
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CER.TIt:1CA,rtON j~o
Owner/.Buyer'.- - ` +
Mailing .Address ~.___~~_l 1.ir_«___~?•~~_-- - /~-c~J 1~ e~' l~l
Property Address _u M S-/0) 7
o - - - - - _ - - -
('Verification required fi-om Planting & Zoning.Department ror new constrnc ti.on.)
City/State - Parccildentification Number ~a i
:LEGAL DESCRIPTION
Property Location /V~ Y, , S '/a , SeG. 7 ,1' N R / Nv Town Of - / ( -
ubdivision rat{r --fail Lot #
er•txltied Survey Map # _ - - - Volume
, Page fi
Warranty Deed # VOIu[lye . IragY
Spec hafy no
Lot hoes ide itifah ye no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its prema nto failure to handle wastes. Proper
Tnaintenance consists of'purnping out the septic tank every three, years or sooner, if needed, by a. licensed pumper. What you put into
the systein can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specifier) in §Cornn2. 83.52(1) and in Chapter 12 St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning; Department a certification forlmt, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper veritVing that (l) the on-site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tangs. is
less than 1/3 full of sludge.
f/we, the undersigned have read the above requireanents and agree, to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the ]department of Natural lt.esources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix: Cotwty Planning &
Zoning ]Department within 30 days of the tree year expiration date.
I/we certify that all statements on this form are true to the )test of nmy/our knowledge. I/we anrlare the owner(s) of the
property described above, by virtue of a warranty (feed recorded in Register of Deeds Office.
r->
Number ot bedrooms
tC NXN J] i fJti' At?PL1C"ANT'(S) T).ATE
***Any information that is misrepresented may result in the sanitary pennit being rew,ked by tlse planning & Zoning Department-
Include with this application a recorded warranty deed from. (fie Register of Deeds Office and a copy of the certified survey map If
reference is made in the warranty deed.
(REV. 08/os)
119111101111111111111111111111111111111111111
* 0 5 7 1 2
900571
STATE BAR OF WISCONSIN FORM 2- 2000 BETH PABST
REGISTER OF DEEDS
Document Number WARRANTY DEED ST. CROIX CO., WI
RECEIVED FOR RECORD
THIS DEED, made between Country View Ridge, LLC, a 07/22/2009 08:OOAM
Wisconsin limited liability company, Grantor, and Kenneth Oevering WARRANTY DEED
and Amparo K. Oevering, husband and wife, Grantee. EXEMPT I
Grantor, fora valuable consideration, conveys to Grantee the following REC FEE: 13.00
described real estate in St. Croix County, State of Wisconsin: TRANS FEE: 541.80
PAGES: 2
Lots 3, 4, 11, 15, 17, 18, 22, 5, nd 6, Country View Ridge in the
Town of Richmond, St. Croix nty, ' cousin.
Recording Area
Name and RFAum Address:
Oranzo O ering
PO Bo 79
New ichmond, WI 54016
See attached addendum
Parcel Identification Number (PIN)
This is not homestead property.
Dated this ('6 day of ~:Cb 2009.
Country View Ridge, LLC, a Wisconsin limited liability
company r ,
C/ .
* By: ()R-&Kn.C] DE1 Q ))L-
*
BE.
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WISCONSIN )
COUNTY OF ST. CROIX ) ss.
authenticated this
jUhj Personally came before me this 0 day of
, ?P the above named Country
* View Ridge, LLC, a Wisconsin limited liability company to
me known to be the person(s) who executed the foregoing
TITLE: MEMBER STATE BAR OF WISCONSIN in a zm the same. ,
(If not, ^ c. e .
authorized by § 706.06, Wis. Stats.)
THIS INSTRUMENT WAS DRAFTED BY
Robert L. Loberg Notary Public, S e of Wisconsin
Loberg Law Office sw/ SFA7235 My commission is permanent. (If not, state:3 iopn~~ .
(Signatures may be authenticated or acknowledged. Both are not necessary.) ` t F
"Names of persons signing in any capacity must be typed or printed below their signature e E
WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2-2000
1 of 2
it
Tax No. 026-1296-03-000 (Lot 3 Country View Ridge)
Tax No. 026-1296-04-000 (Lot 4 Country View Ridge)
Tax No. 026-1296-11-000 (Lot 11 Country View Ridge)
Tax No. 026-1296-15-000 (Lot 15 Country View Ridge)
Tax No. 026-1296-17-000 (Lot 17 Country View Ridge)
Tax No. 026-1296-18-000 (Lot 18 Country View Ridge)
Tax No. 026-1296-22-000 (Lot 22 Country View Ridge)
Tax No. 026-1296-25-000 (Lot 25 Country View Ridge)
Tax No. 026-1296-26-000 (Lot 26 Country View Ridge)
2 of 2
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WisconsinDepartmentofCommerce OIL EVALUATION R ORT Page_ of
Division of Safety and Buildings MAY r'' _R
in accordance Comm 85, WfS. v drnDQEde County 5~ Cr~tX
Attach complete site plan on paper not less than 8 1/2 x 1 inch~9 irl61; ON
include, but not limited to: vertical and horizontal referen int 0 *4Z Parcel I.D.
percent slope, scale or dimensions, north arrow, and location an Est road.
Please print all information. Reviewed by Date
C
Personal information you provide may be used for secondary purposes (Privacy Law, 5. 15.04 (1) (m)).
Property Owner Property Location ~f
~o n 7~r ' Govt. Lot 1/4 1!4 S N R f E (o W
Propel is Mailing Addr # Block # Subd. Name or CSM#
, 0joox ~7 6 , A,. )9-*2S ,u,/,- .Lo 2/
City State Zip Code ❑ C. ❑ illage To Nearest Road
ufnC. t1 G.J 1 ~ ~ ~ ( ) ~
New Construction Use: esidential /Number of bedrooms Code derived design flow, rate 1D GPD
❑ Replacement ❑ Public or mmercial - D/$scribe: -
Parent material Flood Plain eleva . n if applicable/~ ft•
General comments
p
an recommendations: 5; f S ' 8,V CkA~
Q Boring
M Boring #
Pit Ground surface elev.a_ ft• Depth to limiting factor _/U in. ~I ication 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
IL , ~/L -
z IZ- 4 w 14 '
n
n
Boring # ring
pit Ground surface elev. ,~r it. Depth to limiting factor ~ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKf
in. Munsell Qu. Sz. Cont_ Color Gr. Sz. Sh. `Eff#1 °Eff#2
702 r' S S c n l'` - 7
11
11 1 D
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:S 150 ° Effluent #2 = BOD < 30 mg/L and TSS < 30 nVL
CST Blame (Please Print) Sig CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 ~5, C;o ~ 715-246-4516
2213
Parcel ID # Page of
Property Owner -
Boring # Boring
Pit Ground surface elev. 9 ft. Depth to limiting factor I 1 i^•I lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
0-1 L 10 31Z $ me ~ ~ / 6 i-0
f
3 to L
~I
Ak~ar)
Boring # ❑ Boring
F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
F-1 Boring # ❑ Pit Boring
❑ Ground surface elev. ft. Depth to limiting factor i^ Soil Application Rate
Horizon Depth Dominant Col 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:S 220 mg/L and TSS >30 < 150 mgA_ ' Effluent #2 = BOD, < 30 rmg/L and TSS < 30 mg1L
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.
SOD4330 (R.6(00)
Soil Test Plot Pla
Project Name Country View Ridge LLC S /Bird.
Address P.O. Box 176
New Richmond Wi 54017 ;X/STM #226900
Lot 221 Subdivision Country View Ridge Date 5/20/05
NE 1/4 SE 1/4S 7 T 30 N/R18 W Township Richmond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nall
System Elevation 96.0/95.8 *HRpSameasBenchmark
Scale is 1" = 40'
unless otherwise
noted
308' Property Line
0'
50' B-3
1% Slope
133'
Property
Line
B-
30' B-2
i;B.M. 80' 10' 99.5'
30' 100.5' 307' Property Line
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