HomeMy WebLinkAbout018-2021-01-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 592218
GENERAL INFORMATION State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]
Pern)d Holder's Name: City Village Township Parcel Tax No
,Obvering Homes TOWN OF HAMMOND 018-2021-01-000
CST BM Elev: Insp. BM Elev: BM Description: ectionlTown/Range/Map No:
I ~0 t~ SUYV I~1 08.29.17.1282
TANK INFORMATION ELEVATION DATA O XZ
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
~N
Septic f D Benchmark
IN 9-1 -
RQ Alt. BM
R Aeratton LY„ Bldg. Sewer
H~9 t Inlet
Lt.
~
TANK SETBACK INFORMATION OR Outlet .*,7 of 7, d
TANK TO WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic Dt Bottom
Dosing r n. O r
Aeration Dist. Pipe
R3 ,o
Holding Bot. System
9. ~(Z .v
nal Grade
PUMP/SIPHO RMATION IV, `7 ~ GJ
Manufactur D and St Cover ( 06
PM .1115 / .2-1
Model N tuber
TDH Lift Friction Loss Syst ead TDH Ft
Forcemain Le Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width n I Lengt No. Of Trenches yy PIT DIMENSIONS No. Of Pith Inside Dia. Liquid Depth
DIMENSIONS j/'`'/1
SETBACK SYSTEM TO P/L LDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION it - CHAMBER OR
Typ Of yst m: UNIT P/0
Model eC n
DI TRIBUTION SYSTEM l J
e r nifold It Distribution x Hole Size Vent to Intake Ix Hole. Fipe(s)
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Dept Depth Over xx Depth of xx Seeded/Sodded r Mulched
Be re ch enter Bed/Trench Edges ~lrf \1 Topsoil Yes No _ _ Yes--B-Ne
COMMENTS: (Include code discrepencies, persons prese(nt,t, etc.) Inspection #1: Inspection #2:
Location: 1653 101ST AVE 2:~ ' -Y Qw weII Pipe
1.) Alt BM Description= F) LTM Coves
2.) Bldg sewer length = /,t ~ha, n~ ~ L ~ C V S 6
- amount of cover = . ` I` ,
p CLAY by) al1
Plan revision Required? ❑ Yes No L n I r
Use other side for additional information. L 1 _ak ~A/
SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No.
e`yO County rl ,
r 1
Safety and s
EIVED
8 K
201 W. Washington lAve., P.O! Box 7162 Sanitary' Permit N
umber jto be filled in by Co.}
t : 1 VA411 53797-71,52
.
r 2017
00
State Transaction Number
10MW v~r it Applic° anion ~
In accordance with SPS 383.21(2), rs. Adm ode submission of this form to the appropriate governmental unit N~
is required prior to obtaining a sanitary pemnt Note: Application forms for state-owned POWTS aze
the submitted to Project Address (if different than -nailing address)
Department of Safety and Professional Servies. Personal information you provide may be used for
uses in accordan secondary
ce with the Privac Law, s. 15.0 1) m), Stars.
L Application Information -Please Print All lnf (y
Property Owner's Name
Pazce 10 /
l #
n a
Property Owner's Mailing r Property Location
40 a.
t i1,V ~
..._.,i a.~,.i~,.✓ """'l C70vL l,Ot
City, state Zip Code I Phone Number < l
Section
i cl o e)
11. ,Type of Building (check all that apply Lot T. N;. R Ec r W
Family Dwelling - Number of Bedroo Subdivision Name
El 6K d+b rL.. Block
Public/Commercial -Describe Use ~ J
❑ City of
❑ State Owned - Describe Use CSM Number ❑ Village of {
`own of LS, lt'n1 ~yr•C / -
III. Type of Permit_ (Check only on box on line A. Complete line B Vapplicable)
A. -
System ❑ Replacement System ❑ Treatment/11.1ding Tank Replacement Only ❑ Other Modification to Existing System (explain)
B.
❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Owner /
IV. T of POW fS System/Com onent/Device: (Check all that apply)
-Pressurized h--Ground El Pressurized In-Ground El At-Grade 11 Mound 24 in. of suitable soil El Mound < 24 in. of suitable soil G
13 Hol gditr Tank 1_ j (der Dispersal Component (explain) ❑ Pre eatment Device (explain)
V. Dis rsalfTreatment Area Information:
Design Flow (apd) Design Soil Application Rate(gpds Dispersal Area Required (sf) Dis at Area Prod s S
c.. P ( ystem Elevation
• r c
VL Tank Info CaPac'
nS' in Total # of Manufactiner
GatIons (ga Ions Units .2 C
hew Tanks U
Existing Tanks m J _
_o
o
v
Septic or Holding Tank zo
Dosing Chamber
VII Responsibility Stateme - L the undersigned, as responsibility for installafion of the POWTS shown oa the attached plans
Plumber's Name (Print) • Plumbe " S afore
'4
C o' MP/MPR Number Business Phone Nurpber
Plumber's Address (Street, City; Statte Zip Code
ounty/De artment Use Onl
pproved ve PermittFFee Da Isssuued lssuinU ent Sign
xl%Bmer"Criven Reason for Denial S Y~~
17
I
IX. Conditi ons for Disapproval
1.' r, tank,aiftmnY'ft@*i:ni 1/t
ak4mmui cell r ist alt ltketia,2s ! n E int-a 'm t
v9per agemen! plan pro ridedbvby piumbet-. r1r01M AL- l6u~~.t.~ t v ~
2. AEI' t+e~.uiw~r~ern's must t,r r:~sirit~ first: d r
as per appkettAs cod? I-:rtllnai es, tti~0 t~/V~►fi~y'L.
Attach to complete places for the system and submit to the County' only on paper aot Tess Chao 8 -rz z I I inches in size
SBD-6398 (R. 11/11)
PROJECT Oeverina Homes System PLOT PLAN ADDRESS 1433 Cernohous Ave Suite A New R ichmond Wi 54017
SW 1/4 SE 1/4S 8 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX
SYSTEM ELEVATION 91.8/91.7 5' below grade DATE 1/17/17 BEDROOM 3
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
1000 gallons LIFT TANK SIZE DOSE TANK SIZE
MOUND SEPTIC TANK SIZE
HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambers 46
BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
Scale = 1/4" = 10'
Pro 3
Bedroom
House
30'
429' Property Line S
All piping shall be ASTM SDR 30/34, within
30' 10' of tank, piping shall be ASTM F891
50' 90'
B- , 2-3' X 94' cells with' spacing
Vents 0% Slope
50' ~R_i
40' B-3 Vent
>6„ Qui 4 Standard
150' Leachin Chamber
of Cover with 20.0 ft2 of Area
5.6ft^2/pair of end caps
4' Long 12"
34" Grade at System Elevation
~
t .71 B.M. No.
250' Property Line
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 1/16/17
Owner:Oevering Homes
Location: SW1/4 SE1/4 S8 T29 N,R17W 1653 101st. Ave Hammond
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 Cross Section
Signature- .F
License number #226900
System PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New R ichmond Wi 54017
SW 1/4 SE 1/4S 8 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX
SYSTEM ELEVATION 91.8/91.7 5' below grade DATE 1/17/17 BEDROOM 3
r CONVENTIONAL XXXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambers 46
BENCHMARK V.R.Y. Top of survey iron ASSUME ELEVATION loo' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
Scale = 1/4" = 10'
Pro 3
Bedroom
House
30'
429' Property Line S
All piping shall be ASTM SDR 30/34, within
30' 10' of tank, piping shall be ASTM F891
50' 90'
B-
2-3' X 94 cells with >3' spacing
Vents 0% Slope
50' -1
IF .4 40'
B-3 150' jL. Quick4 Standard
eaching Chamber
ith 20.0 ft2 of Area
.6ft^2/pair of end caps
Grade at System Eleva tion
34B.M. NO.
250' 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
5.6ft^2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation 96.8'
Vent Grade Vent
3' 4" 3'
A~30/34 Septic Tank
5' Long 1 5' S' Long 1 Do, Grade at System Elevation
36" Grade at System Elevation
Spacing- 5'
2-3' X 94' Cells
Same on other end Observation tube/Vent
At end of cell
A
B
23 chambers per cell
System elevations:
A-91.8'
B-91.7'
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
ILE INFORMATION SYSTEM SPECIFICATIONS
Owner ,r ^ , p
i✓f r } f..r Septic Tank Capacity T al ❑ NA
Permit #
Septic Tank Manufacturer ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer 0 NA
Number of Bedrooms ❑ NA Effluent Filter Model
i Number of Public Facility Units ;~1(VA Pump Tank Capacity 0 NA
j ~ al Estimated flow (average)
~k gal/day Pump Tank Manufacturer PAA
i Design flow (peak), (Estimated x 1.5) r
'4~2 aUda pump Manufacturer A
Soil Application Rate
al/da /ft2 Pump Model
Standard Influent/Effluent Quality Monthly average*
Pretreatment Unit NA
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter 0 Peat Filter
Biochemical Oxygen Demand (BODr,) 5220 mg/L ❑ NA O Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other
Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA
Biochemical Oxygen Demand (BODs) <30 mg/L Wn-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) <30 rnL ~
mg/ L ❑ At-Grade ❑ Mound
Fecal Coliform (geometric mean) 5104 efu/100m1
❑ Drip-Line ❑ Other:
iMaximum Effluent Particle Size is in dia. ❑ NA Other.
(Other. ' ❑ NA
NA Other:
❑ NA
I LLL~j
'Values typical for domestic wastewater and septic tank effluent Other
❑ NA
IAINTENANCE SCHEDULE
Service Event
Service Frequency
(Inspect condition of tank(s) At least once every: ❑ onth(s)
ears (Maximum 3 years) ❑ NA
(Pump out contents of tank(s) When combined sludge and scum equals one-third {'!a} of tank volume ❑ NA
(Inspect dispersal cell(s)
At least once every: J~. moyear(s) (Maximum 3 years) ❑ NA
Clean effluent filter At least once every:
/ yearth s) El NA
Inspect pump, pump controls & alarm At least once every: 0 month~s) NA
f=lush laterals and pressure test At least once every: ❑ month(s)
ether. ❑ year{s) NA
At least once every: ❑ month(s}
ether: ❑ year(s) NA
NA
MAINTENANCE INSTRUCTIONS
!Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following lic4nsesor ificat ions: aster
(Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must
iinclude 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 back up or ponding of effluent on the ground surface. 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.
The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local
-egulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (X) or more of the tank volume, the entire contents of
j:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
lql other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
land any servicing at intervals of <12 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 any service event.
Page of
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals thelt
may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of thO
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 ble
discharged to the dispersal cell(s) in one targe 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 Operator 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 e4minaton of the following for the wastewater stream may improve the performance and prolong the life of the POWT$:
antibiotics; baby wipes; cigarette butts; -condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drakn
(sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly
and safety 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 sealed.
• The contents of all tanks and pits shall be removed and property 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, or must be taken, to provide a code compfiont
replacement system:
❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systelm.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requirjed
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the nged
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rule:} in
effect at that time.
A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologlt a
holding tank may be installed as a last resort to replace the failed POWTS.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a sail 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 removal of the biomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNING>>
SCEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANIf UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O~ A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE
ADDITIONAL COMMENTS _
POWTS INSTALLER POWTS MAINTAINER
Name '51 Name rr. , r
Phone Phone
SEPTAGE SERVICING OPERATOR (PQMPER) LOCAL REGULATORY AUTHORITY
Name " 7 , ✓ 'r., Name E
Phone rPhone
This document was drafted in Compliance with chapter SPS 383.22(2)(b)(%d)&(f and 383.54(1), (2) & (3), Wisconsin Administrative Code.
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S 89'34 E 206.48' 6 / v
LOT 28
CS -
86641 S.~- n
1-99 Ac.. i~
--101ST AVENUE - 0m I - F.80 27
N 89'34'18" W 206.48' CZ -
126.67' 79.81'
N 89'41'16 E
208.49'
N
u' 23 55 W
O.
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LOT 29
LOT 2 LOT 1 `520-,,B S.F.
3
78023 S.F- N 96621 S.F. ~j
.79 Ac. P • 2.22 Ac. \
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03
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77,r,; 6600, m - c
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116.65' 102.12' 249.56\ N
- N 89'04'17"j F ?72.97.
100TH AVENUE N 89'04117" E 771.74'
SEC. 8, T29N, R17W f -SOUTH LINE OF
SOUTH 1 /4 CORNER -LOT 1- E-1 -LOT _8_ Y4 OF SECTR
{FOUND 1" COUNTY E-~~ WI
SURVEY NAIL) P L A T 0 F coliE'I :P R A - R- I- E
ST. CROIX COUNTY
SEPTIC TANK ~
MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
Mailing Address
:Property Address' '
(Verification required
from planning & Zoning Dep t for new construction.) -
City/State
Parcel Identification Number i/ C n
LEGAL DESCRIPTION
Property Locati011 l Sec. i
Tz1 IV R /1W, Town of t I
Subdivision R y/r~ r?
Lot #
Certified Survey Map # _
, Volume Page
#
Warranty Deed #
~ Volume a
Page #
Spec house yeS no
Lot lines identifrabl yes no
SYSTEM MAINTENANCE AND OVt'NER CERTIFZCATIOPI
improper use and maintenance of maintenance consists of uYour
Septic system could result in its re
the System can affect the function of the septic tank ever P mature failure to handle wastes. Proper
every three Years or sooner, if needed, by a licensed pumper- What you resPonshbilities are specified in Co etank as a treatment stage in the waste disposal
it system. Owner Y Put mto
P ~~tenamce
The property owner agrees to submit to St, Crow Coun Sanitary Urdhuance.
owner and by a master plumber, journeyman tyPlau~g & Zonin De
wastewater disposal system's in plumber, restricted plumber or a licensed Patent a certification fo
Proper operating condition restricted p Pumper verifying that (1) the o steed by the
less than 1 /3 full of sludge. and/or (2) after inspection and pumping (if necessary), the septic tank is
Uwe, the undersigned have
standards set forth, here' read the above requirements and agree to
herein, as set by the Department of maintain the private sewage disposal
standards stating that your se tics ste Commerce and the Department of Natural Resources, tateof Wisconsin.
Legg Dion sta epartment within y30 our
Certifi P Y rn has been maintained must be completed and returned to the St_ Croix county the
days of the three ha year expiration date.
. ty planning &
T/we certify that all statements on 's form are true to the best of m /our
property described above, by virtue of a Y kn
owledge. I/we amlane the owner(s) of the
deed recorded in Register of Deeds Off ce
Number of bedrooms
~IGNA-41 O-F APPLICANT(S) / ATE' /r.
*'*Any information that is misrepresented may result in the sanita DATE
r3' Permit helm revoked 6 the Planning &Zoning De
Include with this application a recorded warranty deed from the Register of Deeds Office and a ca s pent.
reference is made in the warranty deed,
py of the certifed survey map if
(REV. 08/05)
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Wis>.onsin Department of Commerce SOIL EVALUATION REPORT pie of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County v T' ro l
include, but not limited to: vertical and horizontal reference point (BM), direction and parcel 1 D
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. D ZQ ^ Q~ ~/Z 2~
Please print all information. Revie by Date
Personal information ide may be used f d purposes (Privacy taw, s. 15.04 ( 1) (m)). 07
Y?Tprov
Property Owner
J Property Location
~Z 'P T 1' "mil, D % t.Q-O Govt. Lot J 1.21 1/4✓ r- 1/4 3 T 2 ~ N R ! E ( W
P rttyOwner's Ma' Address Lot Block # S_ . Name or fCSM#
City ,,State 21p Code Phone Number ❑ City ❑ Village Town Nearest Roe'
546101 I (71:r) Z U- 1 c >lc l s"
New Construction Use)4 Residential / Number of bedrooms- C-le d design flow rate GPD l
❑ Replacement ❑ Por commerciaP - V---
,~Iic Parent material 0 Flood Plain elev lion if applicable
ft.
General comments
and recommendations: p. 3 2007 System Type N f' 4 . X CS~taTyEieva on # Baring F~/
Pit Ground surface elev. Depth to limiting factor W in.
Soil Application 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
i ' 1-~ ~ -31z' - n
yy l Z.-
rr
`l l.v
F 2-]Boring # D Boring
Pit Ground surface elev. ' ft. Depth to limiting factor -t in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
r in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. °Eff#1 -Eff#2
-i 7 C 3 . - r C`
7- q
t ~fk r y
MY,
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:5 15o mg& ° Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Narrts (Please Pdnb Signatu
Bird Plumbing, Inc. Shaun Bird CST Number
~ f
Address 226900
Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 /-1;
~ 715-246-4516
Property Owner Parcel ID # Page of
FT ❑ Boririg
Boring # pit Ground surface elev. ft. Depth to limiting factor 1 Z- A 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
Z^ 4- Q ~SA:
2 `l - - - e r1 Jar
--y-j In 16C 41
i
F-1 Boring # ® Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Sa;i Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure ' Consistence Boundary Roots GPD/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
❑ Boring # ® Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon ')epth Dominant Col Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 'Eff#2
g.
Effluent #1 = BODS > 30 < 220 mglL and TSS >30 < 150 mgA- ' Effluent #2 = BODs < 30 mgA. 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.
ss"3300L&W) .
r
Soil Test Plot Plan
Project Name Oevering Homes LLC Shaun B'
Address P.O. Box 179 ' New Richmond Wi 54017
CS #226900
Lot 1 Subdivision Hammond Hills Estates Date 6/2/07
S W 1/4 SE 1/4S8 T29 N/R17 W
Township Hammond
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 91.8/91.7 *HRpSameas Benchmark
Please note: survey was not
complete at the time of testing,
installer must check all setbacks
prior to installation.
Scale is 1" = 40'
unless otherwise
noted
429' Property Line
50' 90' AL .4 B-2
20'
0% Slope
50' B-1
40'
B-3
150'
B.M.
250' Property Line