HomeMy WebLinkAbout026-1304-12-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
592155
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)] N
Permit Holder's Name: City Village Township Parcel Tax No:
Oevering Homes LLC TOWN OF RICHMOND 026-1304-12-000
CST BM Elev: Insp. BM Elev: BM Descrjgtion: A r _ Section/Town/Range/Map No:
C (~/,~(J~~n 07.30.18.1601
TANK INFORMATION VATION DATA
TYPE MANUFACTU ER,vb~ CAPACITY STATION BS HI FS ELEV.
1N ~ ~~r
Septic Benchmark -7,
ppsyAD V ~ ~ 1 Alt. BM
Aeration Bldg. Sewer 17
Hol ing 01Ht Inlet
' S t Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic Dt Bottom
Dosin Bader an. 15.
A tion Dist. Pipe /y 9s•
Holding Bot. System T
Final Grade/^
PUMP/SIPHON INFORMATION Grade(IA*
Manufacturer D and St Cover fi lk.,
PM '
Mo umber
H Lift Friction Loss System TDH Ft /
ForceTain Length Dist. to Well b
SOIL ABSORPTION SYSTEM a"
BED/TRENCH Width Leng 1 No. Of Trenches Z PIT DIMENSI S No. Of Pit Inside Dia. Liquid De
DIMENSIONS i I
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STR LEACHING Manufacturer:
INFORMATION CHAMBER OR /
Type_ O_f S stem: / /l 1 UNIT Model Numb
IBUTION SYSTEM v
Bad /Manifjld Distribution x Hole Size Ix Hole Spacing Vent to Air Int e
Pipe(s) ~/1
Length Dia Le gth Dia pacing
SOIL COVE Pressure Systems Only xx Mound Or At-Grade Systems Only
VW_ V
r Depth Over ^ xx Depth of xx Seeded/Sodded xx Mulched
Depth Over
r Center Bed/Trench Edges Topsoil Yes No Yes No
/
CO ENTSi (Incl a code iscrepencies, persons present, etc.) Inspection #1: Inspection #
e~ ~b~- ,~s 1l~d i ~sW ~ e n m hQ,r ba CA t rl S ~
Loca on: 524 92ND ST g5e~ a
1.) Alt BM Description ='FjCoy ML
2.) Bldg sewer length -~►~o~ged C~ ,ASpec*
- amount of cover
}t ~~►-~r-~► ~ r~ch~ar ks des td. WII~ v . .
~ Clive 0n all fi~nd~1 ~Y'tk
Plan revision Required? ❑ Yes T No
Use other side for additional information. _
Date Insepc s ignature Cert. No.
SBD-6710 (R.3/97)
V
System PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SW 1/4 SW 1/4S 7 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX
SYSTEM ELEVATION 91.0789.5' 4' below grade 10/12/16 BEDROOM 3
DATE
CONVENTIONAL XXX 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 2" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
O BOREHOLE O WELL *H.R.P. same as benchmark
Vent
Scale = 1/4" = 10'
ALo Quick4 Standard
Leaching Chamber
with 20.0 ft2 of Area
5.6ft^2/pair of end caps jo, Grade at Syst em Elevation
34
92nd Ave
All piping shall be ASTM SDR 30/34, within 1117
10' of tank, piping shall be ASTM F891
Pro 3
Bedroom
0
\ 90,
3
92'
C~ 18% Slope 94'
B-2 96 z/
B-3 30 201
B-4
B-5 y...~
W30X 66' cells with >3' spacing
41'
59' B-6
B-1 33' ,r►'
42' 7 Vent B.M.*
11'
78' IF- - 208'
13' 15' 20' 7 19' 7 '
County f
g Safety and Buildings Ulvision 1
0 i 201 'eN. Wasrungton Ave., P. Bex 7162
Saninarv Permit Number (to be filled in by Co.)
PS ) Madison, WI 53707-7152
) -4TY 1 C5
t ' 1 +
n~
~ • ml- ` anitaryr Pernit Application T~ Tit
Ir. accordance with S?S 383 2](2), Wis Adm. Corte. submission of-aas form to M M KW6R735$8NA
is required prior to obtamin2 a sanitary permit Note. Application forms for start feet Address (if different than mauling address)
the Department of Safety and Professional Servies. Personal information you pt - 1«0muary j
purposes in accordance with the Pnvaoy LaH, s, 15. 04~1 xm) Stats , n
1. Application Information- Please Print All Information r> ,t r r r+~j
Property' Owner's Name -7 Parcel r
~ tf I
Property Owner's Mailing !address
~ Ity i..ocaven Q
t,v ;r z i Govt. Lot
city,
d 1 Zip Code Plwue Number tt ~ '.v4 y., Section
l.f''~ i f ¢clcAde.) j
II. Type of Building (check all that apply) c ' Lot
n 1 or 2 Family Dwelling-Number of Bcdrooras
V~l Sttbdiv)siva Name
`I O{~ T ~V1 Blocky ` ._...y ,
Publie/Conrntercfal - Describe Use I t'Z✓
City o~
C' State Owned - Describe Use - CSM Number ~ Village of 11B,tfore i~ V /1 Town ofcraft Check only one boz on line .4Com placable) l r~
At
Sys Replacement System L I Treatmenr/Holding Tank Replacement Only Other Modification to Existing S
ystem (explain)
Permit Renewal Q Permit Rwision Change of Plumber Permit Transfer List Previous Permit Number and Dale Lssued
Expiration Owner
i
em/Com nent,'Device: (Check all that apply)
Non-Presa-ra'ized In-Gr C.1 Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 tit- of .ukable soil ❑ Moun3 21 m. of suitab a soil
titer Dispersal Componert (explain) - - Pretreenmrm Device (explam
V. Dis rsaUTreatment Area Informati a: _ f-5r,~ r • a, f r
Design Flow (gpd Desigqn Soil Appli on Rate(b~pdst) Dispersal Area Requir Dispersal Area Pmposed (sfl j,
,
VL Tank fo ! Capacity in Total # of I Manufacture-
Gallons Gallons UMES 0 -E
New Tanta Existing Tacks W/ ~'mt ~'!r c u •:n
n _
i I I r. cn
Septic or Holding Tank v
!"x sag C'hazaUc I ~ -t-~
VII. Responsibility Statement- 1, the undersigned, assn a ponsibility for installation of the POR-IS shown on the attached plans.
Plumber's Name - -
(Print) Plumb attire MP/MPRS Number Business Phone Number
Plumber j Address (Street, City: State-Zip Code)
Y
VIII. CountvlDe artment Use On1Y f --y
owed ! C _ ! Permit Fee Date Issued ssum_e .Agent Si
I s 10'2r ZOlb
IX Con ItiBtj$ p I*jil°F44~F°~ AJsapproval 3.
dispersal cej! i tst t gram] ~r
as per man ram yen! l,i r u : y I ]
kknae to pla.~t
2. All setback re at,riremenls must s rnau tar i,.~
as per appiicable eodeiarcilnanc:es. I
DYE ,t~- E
k "for the sy and SO=- w the Coup only on per not less~Ic,~ n 8 a 1
SBD-6398 (R.IIi11) mus+ lbtG& yin kvalk I D~-~
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 10/12/16
Owner:Oevering Homes
Location: SW1/4 SW1/4 S7 T30 N,R18W 1624 92nd Ave Richmond
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanance and Con g ncy Plan
7.Filter Cross Section ;
i
Signature- _
License number #22"
System PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SW 1/4 SW 1/4s 7 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX
SYSTEM ELEVATION 91.0'/89.5' 4' below grade 10/12/16 3
DATE BEDROOM
CONVENTIONAL XXX 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 2" pipe ASSUME ELEVATION loo' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
Vent
>6" Quick4 Standard Scale = 1 /4" = 1
of Cover Leaching Chamber
with 20.0 ft2 of Area
5.6ft^2/pair of end caps
12"
4' Long
34" Grade at System Elevation
92nd Ave
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891 .17
Pro 3 O
Bedroom
House
~ 90'
30'
92'
S~M 18% Slope 94'
B-2 96
30'
B-3
B-4
B-5
2-3' X 66' cells with >3' spacing
41'
59'
B-6
B-1 33'
42' 7 Vent B.M.*
11'
78' 208'
13' 15' 19' 7'
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 ft^2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation A(l 96.0'
Vent " Grade Vent
AK 3'
4 Septic Tank
5 5' Long Grade at System Elevation
3 6 Grade at System Elevation
Spacing 5'
2-3' X 66' Cells
Same on other end Observation tube/Vent
At end of cell
A
B
16 chambers per cell
System elevations:
A-91.0'
B-89.5'
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer ~2vC~r1i~
Mailing Address
Property Addres'v~'
(Verification r F1
equued from Planning & Zoning ant for new eonstructton.)
City/State _ NJ" - Parcel Identification Number 0/ Z 6- 1 12- c
LEGAL DESCRIPTION
Property Location 1 ~
. 2_s . Vl'si-J %a , Sec. TJ()N R~t
'4V, `T'own of C
Subdivision
Lot #
Certified Survey Ma # - -
P , Volume
Warranty Deed # ^ { -
Volume Page #
SYSTEM Spec houseyeSno -
Lot lines identifiabl Dye no
MAINTENAN
CE AIYD OWNER CERTIFICATIO~i
groper use and maintenance of your septic system could result in its premature failure to ha
maintenance consists of pumpin out the septic
the system can siect the function f the s eptic tank every three years or sooner, if needed, b a ndZe wastes. Proper licensed pumper. responsibilities are specified in .
§Carn 8ep52 tank as a treatment stage in the waste disposalsystem, Owner Ma What you put into
( ) and in Chapter 12 - St. Croix County maintenance
The Sanitary ordinance.
Property owner agrees to submit to St. Croix County Planning & Zonis De
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pant a certification form, signed by the
Purriper verifying
wastewater disposal system is in proper operating condition and/or (2) after inspection and
that (I the on- site
less than i/3 full of sludge. Pumping (if necessary), the septic tank is
Ilwe, the undersigned have read the shave requirements and agree to
Certification
standards set forth, herein, as set by the Department of Commerce stating and the Department of Natural Resources, State o Wiscouwith si the
Department that our septic system has been .maintained must be completed and returned to the St. Croix County planning &
Zoning within 30 days of the three year expiration date.
.
I/we certify that all statements on this form are true to the best of my/our knowledge I/we am/are the owner(s) of the
property described above, by virtue o Warranty deed recorded in Register of Deeds Office.
Number of bedrooms
T
IGNAT OF APPLICANT(S)
DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning De e
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey man f
reference is made in the warranty deed.
p
(.REV. 08/05)
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
ILE INFORMATION SYSTEM SPECIFICATIONS
Owner Septic Tank Capacity ❑ NA
al
Permit # Septic Tank Manufacturer ' ❑ NA
ESIGN PARAMETERS Effluent Filter Manufacturer / ❑ NA
Number of Bedrooms r ❑ NA Effluent Filter Model ❑ NA
i Number of Public Facility Units NA Pump Tank Capacity a1 NA
Estimated flow (average) aVda Pump Tank Manufacturer NA
i Design flow (peak), (Estimated x 1.5) J gal/day Pump Manufacturer NA
i
Soil Application Rate aUda /fz Pump Model NA
i Standard Influent/Effluent Quality Monthly average Pretreatment Unit Nq
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BODs) 5220 mg/L ❑ NA O Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) 5150 mg/L 17 Disinfection ❑ Other.
Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA
Biochemical Oxygen Demand (BODs) 530 mg/L -Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) G30 mg/L ~~NA ❑ At-Grade ❑ Mound
Fecal Coliform (geometric mean) 5104 cful100ml \ ❑ Drip-Line ❑ Other:
iMaximum Effluent Particle Size X in dia. ❑ gat Other. ❑ NA
Other. l NA Other:
11 NA
I - 14 -1
'Values typical for domestic wastewater and septic tank effluent. Other: p NA
IAINTENANCE SCHEDULE
Service Event Service Frequency
linspect condition of tank(s) At least once every: 0 month(s)
ar s (Maximum 3 years) ❑ NA
(Pump out contents of tank(s) When combined sludge and scum equals one-third of tank volume ❑ NA
!Inspect dispersal cell(s) At least once eve 13 month(s)
ry' ear(s) (Maximum 3 years) ❑ NA
Clean effluent filter At least once every: ❑ month(s)
r' ❑ NA
wear(s)
Inspect pump, pump controls & alarm At least once every' ❑month(s)
❑ A
❑ year(s)
f=lush laterals and pressure test At least once every: ❑ month(s) ❑ A
❑ year(s)
ether At least once every: ❑ month(s) NA
ether: ❑ Year(s)
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; POWTS Inspector; POWTS Maintainer, Septage Servicing Operator. Tank inspections must
linclude a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of
immbined 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
Iegulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (36) 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.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
I3nd any servicing at intervals of s12 months, shall be performed by a certified POWTS Maintainer.
Ik 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 acts or other chemicals tt~jt painting For new construction, prior to use of the POWrS check treatment tank(s) for the high prr~ sons are
etrodu have the contents of th~
may impede the treatment process and/or damage the dispersal cell(s). If
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are from at the infiltrative surface. will bis
le
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess surface waste uen dischaxge of it.
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and miay result in the backup or to restoring power
To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior
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. the area within
Do not drive or park yehicles over tanks and dispersal cells. Do not drive or patio over, or otherwise disturb or compact,
15 feet down slope of any mound or at-grade soil absorption area. fi:
Reduction or elimination of the following from the wastewater stream may improve the performance, and prolong disinfectants, the fat; fife foundation of the the PO POWdrT$
antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental foss diapers;
fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; Painting products;
(sump pump) water;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT shall be taken to insure that the system is Propetiy
When the POWTS fails and/or is permanently taken out of service the following steps
and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:.
• Ail 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 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 code compliant
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a
replacement system: replacement soil absorPtton systelm.
~A suitable replacement area has been evaluated and may be utilized for the location of a rep
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requirled
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the neled
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 POWTS.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a sal and site evaiuailion
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 infittrajive
surface. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNiNG>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO O
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TAN 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 +
) A CL--
Name
Phone J V J
Phone
LOCAL REGULATORY AUTHORITY
SEPTAGE SERVICING OPERATO PUMPER
i Name
Name
Phone Phone /
This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3), Wisconsin Administrative Code.
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SOllrr EVALUATION REPORT 1369
Wisconsin Department of Commerce Page 1 of 4
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt
County
Attach complete site plan on paper rid pr rA x 1 inches in size. Plan must
~ St. Croix
include, but not limited to: vefical i tvt), direction and
percent slope, scale or dimemsions, north arrow, and location ari distance to nearest road. Parcel I. D.
C
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Grand Properties, LP Govt. Lot SW 1/4 SW 1/4 S 7 T 30 N R 18 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 12 Hayden's Rolling Acres
City State Zip Code Phone Number City Village ✓ Town Nearest Road
Somerset WI 54025 715-247-5900 Richmond 160Th Ave.
✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Outwash Flood plain elevation, if applicable na
General comments
and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sq ft rating. Possible system elevation for Area 1 is
high trench 91.20', low trench 89.40'. Slope is 18%.
Boring # Boring
✓ Pit Ground Surface elev. 90.90 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-6 1Oyr3/3 none sl 2msbk mfr as 2vf .6 1.0
2 6-13 7.5yr4/4 none sl 2msbk mvfr gw .6 1.0
3 13-32 1 Oyr4/6 none grls 1 csbk ml gw .7 1.6
4 32-100 1Oyr6/4 none s Osg ml .7 1.6
❑ Boring # Boring
V Pit Ground Surface elev. 90.56 ft. Depth to limiting factor 101+ -in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-9 1Oyr3/4 none sl 2csbk mfr as 2vf .6 1.0
2 9-19 1 Oyr4/6 none grls 1 csbk mvfr 9w 1 m .7 1.6
3 19-32 1Oyr5/6 none fs Osg ml cs lvf .5 1.0
4 32-101 1Oyr6/4 none s Osg ml .7 1.6
< 30 mg/L and TSS < 30 mg/L
* Effluent #1 = BOD s> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODs-
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, WI 54017 7/16/05 715-247-2941
Property Owner Grand Properties, LP _ Parcel ID # Page 2 of 4
3 ] Boring # Boring
F
✓ Pit Ground Surface elev. 85.60 ft. Depth to limiting factor 29 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-15 1Oyr3/3 none I 2fsbk mfr as 2vf .6 .8
2 15-29 1 Oyr4/4 none sil 3fsbk mfr gw 1 of .6 .8
3 29-52 7.5yr4/4 c27.5yr6/8
J2 sl 2msbk mfr gw 6 1.0
4 52-86 1Oyr5/4 c2f7.5yr6/1 sl 2msbk mfr 6 1.Q
7.5 r6/6
i
4] Boring # Boring
✓ Pit Ground Surface elev. 87.45 ft. Depth to limiting factor 21 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-10 1Oyr3/4 none grsl 2fsbk mfr as 2vf .6 1.0
2 10-21 1Oyr4/4 none grsl 2msbk mfr gw 1vf .6 1.0
3 21-26 1Oyr4/6 c2IOyr6/2/6 grsl 2msbk mfr gw .6 1.0
4 26-55 7.5yr4/6 m2d 2.5yr6/8 rsl 1 msbk mfr cw 4 7
7.5 r6/2 g
m2d 7.5yr6/6
5 55-68 1 Oyr4/3 7 5yr6/1 sl Om mfi cs .2 .6
6 68-87 1Oyr6/4 none s Osg ml .7 1.6
5 ] Boring # Boring -
✓ Pit Ground Surface elev. 89.95 ft. Depth to limiting factor 101+ in. Soil Application Rate
F
z
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
*Eff#1 *Eff#2
1 0-9 1Oyr3/4 none sl 2msbk mfr as 2vf .6 1.0
2 9-18 7.5yr4/4 none grsl 2msbk mfr gw 1vf .6 1.0
3 18-34 1Oyr5/6 none girls Osg ml cs .7 1.6
4 34-50 1Oyr5/6 none Ifs Osg ml cs .5 1.0
5 50-101 1Oyr6/4 none s Osg ml .7 1.6
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 ,i_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.
Property Owner Grand _Properdes, LP Parcel ID # Page 3 of 4
[-6 ] Boring # Boring
Pit Ground Surface elev. 96.20 ft. Depth to limiting factor 100+ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2
*Eff#1 *Eff#2
1 0-11 10yr4/3 none sl 2msbk mfr as 2m,2f .6 1.0
2 11-20 10yr6/4 none vfs Osg ml cs .4 .6
3 20-41 10yr5/6 none fs Osg ml cs .5 1.0
41-100 10yr6/4 none s Osg ml 1.6
❑ Boring # Bong ,
Pit Ground Surface elev. _ ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
i
❑ 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 GPDIT
*Eff#1 *Eff#2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
. Page Hof
Conducted by: Conducted For: Ref. No. Lglt
' Schmitt Soil Testing Inc. Name: Grand Properties, LP.
Thomas J. Schmitt, CST 227429 Address: 712 Rivard St. Suite100
1595 72nd St. City, State, Zip: Somerset, Wl. 54025
New Richmond, Wl. 54017
Phone: 715-247-294 Subd.Name: Hayden's Rolling Acres
Lot No..
7 Legal Description: S% l/45-4' 1/4 S7 TMN MW
M Backhoe Pit To hip of- Richmond, St. Croix County
A Bench Mark El. 100.00' Top of a°'" t~L 55-
4nS Alternate Bench Mark El.,'18,,94 Top of
Slope=--f-== Contour Line El.
Contour Line Length
Scale 1 40'
lVa+L Caw
T I 9~
~ I
r
~4
r
This soil report was done to fulfill a zoning requirement. The road and permanent lot markers were not in at the
time the test was conducted. The area in which the test was done may or may not be suitable for your use.
HAYDEN'S ROLLING ACRES
(A COUNTY PLAT)
Loeoree r„ purr or me soorn.esr 1/a or rn, so,.tnwerf 1/4, one pore oI me sn~m,orr 1/1 " en, soorn.err
1% o/ section 1. IDwnsn/q JO North, Range 11 west ran o/ Po2nmon4 st C-1 coon ty, wfscons n.
,r~,~J Joe V A V l
a~4 ray P;,.~ \ \ \
p1E` a `
1 U uNPC A TSCO LANDS \ \ \ cww c 2
7= - / 9a'6 m. ,r r sw/sw 1 ` x ,v c no.
Vie., a r!@<i i N as<J'zz e. ~;>_us..
I> 1 N 1.5 oars nr°,~i ~..rs ~wE.~~e. 5 sJ I .k a ' 1 zb°res
R 1..5
6$ ocres leo= gJao ^ 65 JOJ s91L _v ir° ~1a, 2J1 sq. rf. -
.5.91 sC fl rq. /t'91Y1 p4^~. iin xyxar _R
m e65, 456 x1m~i <
z
i" ,rt
to
I O 15 res R y ~ sa I ~ I I
]E E o ~ 9JO.0
E / ~En 655]6 q. /t P xms,z ssssr
I , _ lny~~~ Ex1c S B _um 1.5 ~ ~ eel \
IVY 11sse ~ .eo~gJO
L:i,R„ O.IO xre _ 8 8 6J, o20 )sv. 0lf.
•1631 hS2ND A{FM'g a- °.,7''"T ~ • 29141 a
i
a
.
It
9
o\
naa
' 6 ~ry. v K n~ RE \ x 10
` 661569 sqs /L a 1.5 sa ~ 5 / a ~ \ g ~ ze \ u, ~ I j
R 65, J2J sq /t. l e 4
729p 11, acres g o p Z3 z
5J9 rq 'f h P I~
5 [s ga 5 ~y,\ 2, 2;,J
PW
r 5-~ ~ zio o4 95.E z,oo 4~ \ & N V \ ,z ~z
5310552"W 630'12'
cor z LoT s Lor a 1 l \ as
CER7/F/Ep SUR UEY nxA_P _
F
UOL 1 _PG 41451 IJ 5cr ° _ I 111.124 cr9s It
a 99 362 s05I1
sea2a zsE ma> ~'Ir 5°t'si il[ /s..is
Ift~ - Z1 ore -~n ZZ sCS F
95,514 It.
~m 19.404 sq.s/r. o~
m
X~D
IS I` a w~°~ 'B
S
17
9Z 950 s9e ff l y !1199 s9.. If I, R
I~
x
\ - °a aR
- ~ - --1042.aa'---
160THAVENUE- - 589 05 '52"W 1027 21'
N89'O5'12"C 630,11 58_
s' u - ~ ~ Swrh rr,. 01 me s ~w o ' _ _ sw n 114 cwn
g-1 II'l 2699.]]' wp — I, r
J r
UNPLAT][D LANDS ~a Eavice., n,c aoo~c1ei5 s mom)
nb n/um;°em
UNPLAT7E0_LANDS
CURVE TABLE
VICINTY MAP LEGEND: CURVE RA➢IVS OELiA ARC CHORD C.HOR➢ BEARING TnNCENT BEARINGS
SIC, i. 30 N., R.1B W. ;i - 70.21'
00.10S3•E
A iii oA 1 1 10 1 N00-5-7-1
TOWN OF RICHMONO. STSCR0IX COUNTY, IN m°nt °r Rac°rn NII'2I'41'E 96'S5'V
NOi 0 L11 n wn _ 60.]1' N66'6]'16'V
F d t' Iron Pipe C7. 16]40 X0'48".9' 60.6 a' v16'61'2~5'4
3].00 20"6'19' N6>•:5'36'V
6 sal-I/4" . IB' Iran Rebar CS 2 8461' pa,14' N16'S1'256'V SB1'I6'35'E S66'21'16'E
LOT '.0 2]3.00 20'06'EI' 81,16' 81.34' N/1"2'2A.'V S6]'15'35'E S61'09'la'E
/I I (reigning 4.]as Ib,. pr I'mmr 1°°0
o°~°n, ct,a) LOC811 3 2E. 22 923 5] C
U o . o 09.:9',0.£
rv w N E Ko- 17" 65'E S-1 el•V
3 i 16.0. F Ge 9 ) 6 S 50.18' 911'V SI)'2e 41'4 S00'p'S9'V
q~~I O
o.ema,vorn9 9waE°,.,~ro1sn.
O l N - - - -e: m°, o p. NOTES
1 .1-1
,.-1t:
~s w< - A a " d .
p E F
a ' w
1 0NH1F
w s T+Na _ 16W . Is uNEnR F o.)PUNEESS -R- ar 11 1 (SUe .oe Y . oys oun
-1119 0 06AR Naa 11511 - f c.1 a Pr,onre ey
o n Ea In la .no E w>r nl. is n JEO 51ro 9 c P x.
NO -11 --T 11
*fn w Ph.- No. (115) 246-4,119
- 'IN IM 111 1111 1
cuEy 11 9Fnus 1 crtpss sifolNCS. cE olirN F ImVAUno~ ~INCOm Fax No. (115) 246-JB}0
-1 wpyy w .0. B,x 325
L? ~ ~ New RicM1mond, NI 5ao17
SHEET 1 OF 2 SHEETS
cl
Z m
HA YDLN' S DOLLING ACRES
(A COUNTY PLAT)
L orotwo in port o! the Southwest 114 of (he Southwest 114, cnd port pf the Southeast 114 of the Southwest
1/4 of Section 7, Township 30 North, Ronge 16 West, Town of Richmond. St C oix County, Wisconsin.
~ wP.al i/4 Comer \ \ '
~r(io r J-.30-IB
/ / (Found 1" lr on Pipe) \
\ 80' 7FMPOR4Rr CU(-OE-SAC
UNf L A TTEO LANDS \ EASEMENT (TO BE REMO N79
1 upoN Ex7ENSroN OF THE ROAD)
]ti Nenn one of mo sw/sw A r z 9ezs
a r~
~9JB1 476 9321 "''sue I 1 - _ N ea43'22" E -1676.78 - - - -
s.ou' 231.07
9J5 . B ~ AX965 4 7 _ N _ i
f 1 ~1u \
.9 WE~9 0 15 s 1 _1 ° rt o
I B n 1 5 N r a GB9300 1~ n I I 7.6 cres -
1.5 -
X8.0 - 9J00 65,300 3 sq SCI % Y74,2JB sq. !f.
6.),591 sq_ !t. E 65,4515 sq. lt.na.7z ~ N 9e zi:s6 ss-r 1 \ q 1'=/
A o 10
974.6
16,3758'E 3510)
1 p 3 I
~B(J, TEMPORARY CU:-M01OE'FSACOo Cell= 91700
^ 's8'E 555.3]'
Nee'S1
T EASEMENT (TO AE RE 6 ,573 q, f1 }r-e- yo n aI
b l,
J B a UPIYJ EXTFN;/ON OF THE RDA -11
1 1.5 es (y \
DJ 9300 1
III f'Y~.S '~"C- _ 3.23'-, 7 LBO-
yyy `r°
le 1 ,S 11-1 5 - - Ae.)- 8 8o a 67, 0201sq. It
5z' 162NDAyEI. s ;oSp'„r P 1 141
_ 2 9 -A,
/ aeTrs'3s'w q
_C zlrs. s ~---z> ~ 1 _ J ~ ~ FI-- 726,598 sq, ft. I
I ~ 23ZN, I 1se.9 _ Nse7@a), - \ _ ~ y 9671 I ~
I s
I to cc as
P° 'Bw ti s 'w _ I a
I
C' J h........ 3 m➢ ST5a55 N 5
_ - N8039'E
i it/
B
1 - , r- Nb o• 9 w/ pin r
_ .r LS odes 5 15 , ID
b'6 fy sq. 2 0 65,723 sq_ ft. 1.7 es s?. N, ~,6 02,J 8 0
(.BO, 8455 22 2 res 4 p 701, 5J9 eq, !t. o
72, 920 fr
. U - 943 3 Y\ 7- o >
m c r 96 41.T sq _ft. F
9643
CJ56_.~ 957 ~d°e^ ' 85 \ 1 .0 9531 m
9_51.1 G 7.
- n A' ' 'n tep I ~ \ ~ NBB'St'1B'E ~ O1.R
~8905S7W0 630.12' T 9 se., o)mE 7 TT w pa A, ~ i
r 7
Or ? LC 3 i0I 4 a 3196 wee 5
C h' I F l~ - l I/E_Y MAP z - 4. SL F
-i --I- - 9 8 2.J -11
OL _ 5 P6' 474_` 107,124 sgft
1 .
LBOOe9455
F 99_352 sq ft. ~ ~ 1 T5A'
L 968.2 _ ,7
' i sae xsuE % 58~'IrHE 961.8
Is.r.S> / .10
I I S a n
20 /h a - 2z le
2.7 o r_ 95,574 q. ss ft.
9 sq. s ft. - a~ R /
P B, 404
I ZI m 979 3 / H JB
\ Ses'x5'z5'E --A11j / n ,`3 / se2'Je'ss E 9617
1m
G /mow sOB.11'
n 111 N It
iml~ 7 781
I ~ ^
2 1 pcres 2.7 pcres
7 E 92,950 sq. !t 118,9961 sq
/J" 4 ^ 1 1 m
Ir 1„
I N / 0 1o2e.JJ' rg V /I
1 B9w>'p6' E
\ - _ - n a a -
-P- ~'Be-aB'~rr - --sOCSa -
J a o -N 1042 44''E-
/ x
-160T1YAl7CNUE- - - - sasossz"w 1027.27
N69 0 5ZE _6:50.11 - - - - - - South I/4 Cam -
SecNon -JO-IB
south [me of the 5w/sw S 9'0552W 2699.77 NoRTHERC I LIMITS of ao' WOE (FOVnd Alvmmum
Sor (h l f eT EASEMENT TO OAIRYLANO POWER County MonumenfJ
Sert 7-31- -IN C00PERATTIXe IN 000rf597994
(`0 7 /NF I A 7 TEO LA'VOS WL 1404 PG267
nl, ry M
.~i UAIPI_A TTED LANDS
Pit
VVV 22 )W
1 _ - CURVE TABLE
VICINITY MAP EEGEND: I LRVF RADIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS
7, 7. 30 N., R.1B W. C1 233,00 17'16'48' 7027' 7000' SOB'49'I7'W N00'10'53'E N17'27'41'E
SI C2 167.00 36.36'36' 106,71' 104.90' N00'S0'37'W NI]•27'41'E N19'08'S5'W
T:)l'M OF R'.CHMONI), 5T. C1201X COUNTY, Y!I Sec lion Corner Monument of Record C3 233.00 37'28'47 152.42' 149,71' S95'11'39.5'E S76'03'57'W N66'27'16'1
NOT TO SCALE n Found 1" Irnn Pipe CM1. 167.00 20'48'19' 60,64' 60.31' N76'S 125,5'W N66.27'16'W N87'IS'35'W
p Set 1-I/4" x 1B" on Rebar CS 233.00 20'48'19' 84.61' 04.14' N] 6'51'25,5'W S87'I5'35-E S66-2716'E
(weighing 4.303 Tbs. per linear loot) LOT 10 233A0 20'06'21' 81.]6' 81.34' N77-1224 5'W S97.15'35'E S67-09'11E
B u'Id' g S tb k Lne LOT 11 233.00 0.4158' 2.84' 2.84 N66 4B 15'W SIT 09 14'E S66'2TLWE
(100 Rght of way or as noted) C6 16700 3]'28'47' 109.24' lOJ.3D' SB. It 39.5'E 566'2] l6'E N76-03 37-E
T 1,- C7 233.00 IS'i 7'24 61.77' 61.59 101 4811'W N05.47'31'W N09'23'53-E
- App t 0 ewoy Local on CB 167,00 7734'35' 2208' 2207 N05 36 35.YE, N09.23 53'E N01'49'IB'E
C9 23300 82717' 3434.3 NOS 10 IM1.S'E N00'S6 36'E S09'23'S3'W
\ N W N E - Oe etes Oro'naga. Easement L'ne, CIO I6700 28'32 4B' 83.21' 82.35 SUM1 .>2'31'E S09'23'S3'W S19'08 SS'E '
,n Deno:ns Existing Fencallne Cl1 233.00 36'36'36' 148,88' 146.36 N00'S0'37'W 579.08S5'E S17'27'41'W
1_8.0. Minimum Elevation pl Lowest Building Opening C12 167.00 17'164 B' 50,37 50,18 SOB'49'IC'W S17'27'41'W S00'IO'S3'W
-1- - -}1 FEW _E 100-Year High Water Elevation
`.'I peoples Drainage Easements
~J ~ 5F J
854.2 Benchmark - Tap o/ Iron Rebor or pipe
- ` _ - _ NO TE S'
Fpf A = j _ 12' UVility Easement olony roodwajs EI-EVATIUNS ARE USGS NAM 1988 BASED ON DES OBSERVAT-5,
180111 AVENUC ALL OTHER LOT CORNERS MARKED W H A 1" BPARINGS ARE REFERENCED TO THE NORTH/SOUM 1/4 LINE
OF SECTION 34 w,TICH IS ASSUMEO TO BEAR 58937'14'w.
x 18 IRON PIPE (wEICHING 1.13 LOS. PER
f)EA N('S ARC RLFFRENC:1:11 TO TEIE WEST LINO OF LINEAR FOOT) UNLESS OTHERMSE SMOWN. O PARCELS SHOWN ON ITS MAP ARE SUBJECT TO STATE, COUNIY AND JOB # W057SD44A
T! 1 EfC11ON ?30N, R16W, WEIICfI I$ OWHSHIP LAWS RULES ANo REGULATIONS (I.E. WETLANDS MINIMUM LOT S P
IZE,
1SF;1S1W1FU A ^F
17 TEAR NU010'53 C. :PCCESS TO PAR EL [TC.I•_ _^_BEFORE PURCHAS NC OR DE.'ELOPING ANY PARCEL. r¢pOr¢d by
CT TN L\7Y ZONING CI AID NE APPROPRIATE 'TOWN '
BOARD FOR AOVCE.P O Consuldhg Gmup Inc.
O OWNER OR CRESCENT SMALL DO ANYTHING WHICH gE.kpgv,,,~u
oR f'. THE NPERAIIDN OE THE APpROKD COMPRE EN51VE WATER ORAIN AGE Phone No. (715) 246-4319
ANC SOIL SOIL EROSION SI-AN FOR THIS PLAT, THIS INCLUDE BUT IS NOT LIMIIEC TO Fox Na
BUI LONG UPON, OB9IAUC LED ALIERING, MLINC, E%CA TINC OR PLAN II NO IN ~ (715) 246-3830
ANY DRAINAGE EASEMENTS. WATER DRAINAGE DITCHES, M UI AI'S, wA1ER P.O. Box 325
CUL-TS. BERMS OR GRASS SEEOINGS. ~ r New Richmond, WI 54017
I_ c,'
1 SHEET 1 OF 2 SHEETS
n
v
L