HomeMy WebLinkAbout026-1304-06-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 592297
GENERAL INFORMATION State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village Township Parcel Tax No:
OEVERING HOMES TOWN OF RICHMOND 026-1304-06-000
CST BM Elev: Insp. BM Elev: Description: Section/Town/Range/Map No:
66 BM ~W~ ( G~j 07.30.18.1595
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER j CAPACITY STATION BS CHI FS ELEV.
I
Septic Benchmark 2.1 J6Z
t I on
Alt. BMr
Aeration Bldg. Sewer
Holding ~ St/Ht Inlet
TANK SETBACK INFORMATION St/Ht outlet
TANK TO P4 _ WELL BLDG. n o Air4take ROAD Dt Inlet
4f- ~
Septic 4- 15 Dt Bottom
Dosing Header/Man.
Aeration Dist. Pipe r ;
(,I
Holding Bot. System ' -SeA
ej &-J
~
PUMP/SIPHON INFORMATION Final Grade 7 1
Manufacturer Demand St Cover
GPM f ; \ i / . ~p
Model Number = ~ -7
TDH Lift Friction Loss System DH Ft v y
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer.
INFORMATION CHAMBER OR rp1 ~t• ~~a.~dL
Type Of System; , 7, , y t A
N ,IVI~i.~1..r UNIT Mod Numb
e
~jp v%JQ, b
DISTRIBUTION SYSTEM / / f. / I ✓S
Header/Manifold Distribution x Hole Size Ix Hole Spacing Vent to it Int e
4411:` ~3 p~ Pipe(s) ~i~
Length Dia T Length Dia Spacing 2j
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Over Center I. / Bed Trench Edges Topsoil /.1 Yes El No Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 905162NDAVE/.~ / f~_ p7 ~a Y%e#LL ot, 4-~
. 1~
1.) Alt BM Description = (J~ /
2.) Bldg sewer length = Cv 61\
- amount of cover
Plan revision Required? ] Yes k'No
Use other side for additional information.
SBD-6710 (R.3/97) Date Insepctor's ignature Cert. No.
;ate
CEIVED County C
=~I Safety and Buildings Division ..r f r11
t 8 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
q
R 14 201l7 Madison, WI 53707-7162
ROM COUNTY
A
en' State Transactio umber
J
In accordance with SPS 383.21(2), Wis. Aden Code, si alit
is required prior to obtaining a sanitary permit Note:: _ d suotnnted to ect Address if different than mailing address
J ( )
the
Department of Safety and Professional Servies. Personal information you provide may be used for secondarX
purposes in accordance with the Rdyacy Law, s. 15. 1 m , Stats.
L Application Information - Please Print AWWorm0on
Property Owner's Name Parcel #
ZV
Property Owcnneer',s Mailing j5idmss Property Location O130 . 1$ . t S 9 S
ovt Lot
City, {/Stare / Zip Code Phone Number Lion
•TN' R r clc or DW
W
II. ype of Building (check all that apply Lot #
~l,or 2 Family Dwelling -Number of Bearoo Sutbdi Sion N
ta Block
❑ Public/Commercial - Describe Use ❑ " of
❑ State Owned - Describe Use CSM Ntrnber ❑ Village of 41
1 ~~~Lown of
III. Type of Permit: (Check only one box o line A. Complete line B if applicable)
A-
ew System El Replacement System ❑ Treatment/Holding 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 r
Before Expiration Owner J` _ J
IV. Type of POW TS System/Component/Device: Check all that a i ul ee.+a ++ar+
ion-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound 24 in. of suitable soil ❑ Mound < 11*4 in. of suitable soil
❑ Hol g ank Other tspersal Component (explain) Pretreatment Device (explain) ~•t/l Gi.
f'
V. Dis rsaUTreatment Area Information: `.)c " ,'aLL Q Design Flow (gpd) Design Soil Application Rate(a f) Dispersal Area Required ( Dispersal Area Aosedl,
Systtni,Elevatio~t / o-4
1 „ 'why
e~~ o(,
Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units o " v Y~
New Tanks Existing Tan} .~1 t~ o P I p m
I_, 'IFi'G IV r m~ I n yc:
Septic or Holding Tank
~a L
Dosing Chamber
VII. Responsibility S tement- 1, the undersignedh1_/_
e responsibility for installation of the POWTS shown on the attached plans.
Pl}ariber's Name s Signantre 1vIP/MPRS Number Business Phone Num
Plumber's Address (Street City; State, 2i. Code)
VIII -County[Departnt Use On} 17 1/ 1
proved ❑ Permit Fee Da Issu Issuing Mt Signature S qf5_~ ) I
Owne en Reason ffor ial
Vr_777~:.
IX Condi ' 1niNt@? Dis~aPProval t1 JY A~~~
1. tWk giAt,s
,
04W111 cell rust dtl I2iac.,s ! rnz +ntA': ec rr 1~ ~+~A 1 ~ I ~l tl ~M Cv~,
upe ivW.agement plan pKilider! by Pi-nbei.
2. fI0l1f6WM'ltt :rd!St.nfttllk"1Jito-y Cc1'.".Eittt:If E~
a i per W~ C+>6s / / vE3. b
Attscb to complete plans for the system and submit to the Count only oa paper not less than 8 12 z 11 inches in size
SBD-6398 (R. 11/11)
1
System PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SW 1/4 SW 1/43 7 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX
SYSTEM ELEVATION 92.9/92.8' 6' below grade DATE 4/13/17 BEDROOM 3
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
Y 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" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
162nd Ave
130'
Scale = 1/4" = 10'
Quick4 Standard B-1 /7/
Leaching Chamber 14'
with 20.0 ft2 of Area B-2 16'
Al t
5.6ft^2/pair of end caps 3 4 Grade at System Elevatic 16'
88'
_3
32
Pro 3
Bedroo g
House B-4 57'
3 0'
Q 49'
40'
J
7 3o
All piping shall be ASTM SDR 30/34, within B-6 Vent 19'
10' of tank, piping shall be ASTM F891
2-3' X 66' cells with B-5 12'
>3' spacing B M * 19'
Property Line
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 4/13/17
Owner:Oevering Homes
Location: SW1/4 SW1/4 S7 T30 N,R18W 905 162nd Ave Richmond
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
r 1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanance and Contingency Plan
7.Filter Cross Sectio
Signature -t
License number #226900
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 92.9/92.8' 6' below grade 4/13/17 3
DATE BEDROOM
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
r 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" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
162nd Ave
130'
Scale = 1/4" = 10'
Vent
B-1
>6" Quick4 Standard DO— 57
Leaching Chamber 14'
of Cover with 20.0 ft2 of Area
B-2 16'
5.6ft^2/pair of end caps
12"
4' Long
34" Grade at System Elevation 16'
88'
B-3
Pro 3 32
Bedroom
House
B-4 57'
30'
49'
40'
73'
All piping shall be ASTM SDR 30/34, within B-6 Vent 19'
10' of tank, piping shall be ASTM F891
2-3' X 66' cells with B-5 12'
>3' spacing ,
Property Line B M * 19,
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 A(I 98.9'
Vent Ael Vent
Grade
3' 4" 3'
,A:130/34 Septic Tank
1"
5 Long 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 tubeNent
At end of cell
A
B
16 chambers per cell
System elevations:
A-92.9'
B-92.8'
- ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
Mailing Address I)
J .f
IL IW~iNy~~ 1
Property Address f S
/ ~ , _ ~
(Verification required from Planning & Zoning DepartmeW1W nstr uction.)
City/State
_ Parcel Identification NumberO
LEGAL DESCRIPTION -
Property Location ~5t j ~~L'✓
T N R /
Subdivision ,Sec.
Certified Survey map # ,Lot ~j .
Volume
-
Warranty Deed # ~~r, L - Page #
Volume , Page
Spec house yes no
Lot li
SYSTEM MA nes ideatifiabl ye no
'El NANCE AND OR'NER CERT
IFICATION
luiproper use and maintenance
maintenance consists of your septic system could result in its
of pumping out the septic tank ever
file system can premature failure to handle wastes. Proper
affect the function of the septic three years or sooner, if ne
I'esponsibilities are specified in C tank as a treatment stage the waste disposal system. Ownere1 What on
put into
§ omm. 83.52(1) and in Chapter .12 - St. Croix County P Sabi xMintenance
The property owner agrees to submit to St. Croix Coup ~Y Urdlnanee
owner and by a master plumb p
er o County laming & `Lorin De
' nrneyman Plumber, restricted plumber or a licensed
wastewater disposal system is in proper operating g Par ment a certification form,
less than 1 /3 full of sludge. Pumper verifying that (1) the on-site
pumping (if necessary), the septic tank is
I/we, the undersigned have read the above requirements and agree to
standards set forth, here
in, as set by the Department of Co t n'amnt the private sewage disposalsystem
Certification stating that yours tics teen Commerce and the Department of Natural Resources, State of Wisconsin.
D eP ys has been maintained must be co with the
Zoning eP~nent within 30 days of the three year expiration date, mpleted and returned
to the St_ Croix County Planning &
I/we certify that all statements ou form are true
Property described above, by virtue of a 7ranty to the best of my/our know
de led e. I
deed r g /we a
recorded i an-dare the
in Register of Deeds O owner(s) of the
iV
umber of
bedrooms--3
IGNA`I ~O~FAPPLICANT(S) 7 /AT r 7
***Any Information that is misrepresented DATE
may result in the sanitary permit being revoked by the Planning & Zoning Department.
fuclude with this application a recorded warranty deed from the Register of Deeds Office and a c
reference is made in the warranty deed ,
oP,y of the certified survey imp if
(REV. 08/05)
POWTS OWNER'S MANUAL $ MANAGEMENT PLAN Page of
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner `~L 1 (~~~,r ~e Septic Tank Capacity l ❑ NA 02
Permit # V' Septic Tank Manufacturer ❑ NA
3ESIGN PARAMETERS Effluent Flier Manufacturer 0 NA
Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA
i Number of Public Facility Units 1%!f.NA Pump Tank Capacity al ❑ NA
j Estimated flow (average) _a avda Pump Tank Manufacturer NA
i Design flow (peak), (Estimated x 1.5) 1~11j'0 al/day Pump Manufacturer NA
Soil Application Rate aUda Jflz Pump Model NA
i Standard Influent/Effluent Quality Monthly average" Pretreatment Unit NA
Fats, Oil & Grease (FOG) s30 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BOD5) <920 mg1L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other.
Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA -71 Biochemical Oxygen Demand (BOD5) 530 mg/L Jn-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) <30 mg/L "ANA ❑ At-Grade ❑ Mound
Fecal Coliform (geometric mean) 5104 cfu/100ml / ❑ Drip-Line ❑ Other:
(Maximum Effluent Particle Size Ya in dia. 0 NA Other. ❑ NA
rill Other..
Other:
❑ NA
"Values typical for domestic wastewater and septic tank effluent Other ❑ NA
IAINTENANCE SCHEDULE
Service Event Service Frequency
lips ect condition of tanks ❑ month( s)
P At least once every: - ears (Maximum 3 years) ❑ NA
(Pump out contents of tank(s) When combined sludge and scum equals one-third ('f3) of tank volume ❑ NA
(Inspect dispersal cell(s) I At least once every' [I onth(s) ear(s) (Maximum 3 years) ❑ NA
Olean effluent filter At least once every: ❑ onth(s) ❑ NA
Z, jAfYear(s)
Inspect pump, pump controls & alarm At least once every: ❑ month(s)
❑ year(s) O NA
1
1=lush laterals and pressure test At least once every: 13 month(s) ❑ NA
❑ year(s)
Dther. At least once every: ❑ month(s) NA
❑ year(s) ;
ether.
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
include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of
ic;ombined 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
I-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
I:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
Ail 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 POV`JTS 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 chemicals tit
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products other may impede the treatment process and/or damage the dispersal
cell(s). If high concentrations are detected have the contents of thi=
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.
Du outages pump tanks may fill above nominal highwater levels. When power is restored the excess wastewater will biB
discharged to the dispersal cell(s) in one large dose, overloading the oll(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 ft
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 yehkA* 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 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 drain
(sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; alt; 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 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 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 sail,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compGsrrt
replacement system:
~ld A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systetm.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requided
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the ns{ed
for a new soil and site evaluation to establish a suitable replacement area. Replacemwrt systems must comply with the rule:) in
effect at that time.
E.3 A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technoiogit 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 evalua#on
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 infittrative
surface. Rec onstnx lions 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 MOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TAN UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE 0 A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name ~j`. EName
Phone i ~,`l~ Phone i„-
SEPTAGE SERVICING OPERATOR LIMPER LOCAL REGULATOR AUTHORITY
Name Name ,
i
-7 _21
, Phone
Phone C''' i
14
This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(1) and 3&3,54(1), (2) & (3), Wisconsin Administrative Code.
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1362
Wiscons' Department of Commerce SOIL EVALUAeT N REPORT Page I of 4
Division of Safety and Buildings in accordance with Comm 85, Wis. m. Code Tom Schmitt
Attach complete site plan on paper not less than 8% x 11, inches in size. Plan must County
St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimemsions, north arrow, and locatipn and distance to nearest riad. Parcel I.D. <
Liza c;L
Please print all informatiotiN t1 Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ! J
Property Owner Property Location
Grand Properties, LP Govt. Lot SW 1/4 SW 114 S 7 T 30 N R 18 W
Property Owners Mailing Address Lot # Block # -7SName or CSM#
712 Rivard Streeet, Suite 300 6 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
92.80'. Slope is 0%, flat.
Boring # Boring
✓ Pit Ground Surface elev. 94.47 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ
'Eff#1 *Eff#2
1 0-10 1Oyr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 10-21 10yr4/4 none sl 2msbk mfr gw 1vf .6 1.0
3 21-37 1Oyr4/6 none Is 1msbk mvfr gw .7 1.6
4 37-100 1Oyr5/6 none s Osg ml .7 1.6
I
2 Boring # Boring
✓ Pit Ground Surface elev. 96.31 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon j Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ
*Eff#1 *Eff#2
1 0-10 1Oyr3/3 none sl 2msbk mfr as 2vf .6 1.0
2 10-18 1Oyr4/4 none sl 2msbk mfr 9w 1vf .6 1.0
3 18-46 1Oyr4/6 none Is 1csbk mvfr gw .7 1.6
4 46-100 1Oyr5/6 none s Osg ml .7 1.6
* Effluent #1 BOD ? 30 < _ 220 mg/L and TSS >30 <150 mg/L * Effluent #2 _ BOD S_30 mg/L and TSS < 30 mg/L
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 6/25/05 715-247-2941
Property Owner Grand Properties, LP Parcel ID # - Page 2___of 4
31 Boring # Boring -
u ✓ Pit Ground Surface elev. 96.22 ft. Depth to limiting factor 46 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-14 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 14-30 10yr5/3 none sl 2fsbk mfr gw 1vf .6 1.0
3 30-46 10yr4/6 none sl 2msbk mfr cw .6 1.0
4 46-58 2.5y6/3 m 2d5 .55y/r26/8 sil 3msbk mfr cw 6 8
m2d 7.5yr6/6
5 58-84 10yr5/6 7.5yr6/2 Is 1 csbk mfr .7 1.6
1,74 Boring # Boring
✓ Pit Ground Surface elev. 98.44 ft. Depth to limiting factor 120+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description I Texture Structure Consistence Boundary Roots GPDIT
*Eff#1 *Eff#2
1 0-11 10yr3/3 none I 2msbk mfr as 2vf .6 .8
2 11-19 10yr4/4 none scl 2fsbk mfr gw 1vf .4 .6
3 19-33 7.5yr4/6 none Is 1 csbk mvfr gw .7 1.6
4 33-54 10yr4/4 none sl 2msbk mfr cw .6 1.0
5 54-92 10yr5/6 none cos Osg ml cs .7 1.6
6 92-120 10yr6/4 none ~~rr s Osg ml .7 1.6
.D ~
F-5 I Boring # Boring
Ile Pit Ground Surface elev. ~9•9 ft. Depth to limiting factor -121+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 'Eff#2
1 0-11 10yr3/2 none I 2msbk mvfr as 2vf .6 .8
2 11-21 10yr5/3 none I 2msbk mvfr gw 1vf .6 .8
3 21-39 10yr4/4 none scl 3fsbk mfr gw .4 .6
4 39-46 2.5y5/4 c2d 7.5yr6/8 sil 3msbk mfr gw 6 8
7.5 r6/2
5 46-64 10yr4/4 none girls 1 csbk mvfr gw .7 1.6
6 64-121 10yr5/6 none s Osg ml .7 1.6
1t
~j2• ~ tb ,o
1
* Effluent #1 = BOD e> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD 5
S_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 Properties, LP Parcel ID # Page 3 of, _ 4
61 Boring # Boring
✓ Pit Ground Surface elev. 98.79 ft . Depth to limiting factor 120+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 *Eff#2
1 0-6 10yr3/4 none I 2fsbk mfr as 2vf .6 .8
2 6-12 10yr4/4 none sl 2msbk mfr gw 1vf .6 1.0
3 12-25 10yr4/6 none scl 3msbk mfr gw 1vf .4 .6
4 25-32 10yr5/6 none Is 1 csbk mvfr gw .7 1.6
5 32-59 10yr4/4 none grsl 2msbk mfr aw .6 1.0
6 59-120 10yr5/6 none s Osg mI .7 1.6
1
V -Boring # Boring ' Z I
Pit Ground Surface elev. Depth to limiting factor p v in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2
*Eff#1 *Eff#2
o'-10 3►~ C 6 I~
0117 ~s1 )
01 f
❑ 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/ft2
*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 alternate format. please contact the department at 608-266-3151 or TTY 608-264-8777.
Page yof
Conducted by: Conducted For: Ref No. s/-1
Schmitt Soil Testing Inc. Name: Grand Properties, LP.
Thomas J. Schmitt, CST 227429 Address: 712 Rivard St. Suite 100
1595 72nd St. City, State, Zip: Somerset, Wl. 54025
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: Hayde}~'s Rolling Acres
l~_.__ Lot No.. F
Legal Description: 'jj,)1/4 0/4 S7 T30N R18W
e Backhoe Pit Township of: Richmond, St. Croix County
A Bench Mark El. 100.00' Top of plI - Ccn+ d 4z i' r L n ~ ~
Q Alternate Bench Mark El. )-Z)Top of Slope =__o Contour Line El. _
Contour Line Length 6 /A
Scale 1" = 40'
i
r
c
V ~
Pew
c.
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.
r~
HA YD.FN' S ROLLING ACRE'S
(A COUNTY PLAT)
Located in pore of the Southwest 114 of ehe Southwest 1/4• and port of the Southeesf 114 of the Southwest
114 of Section 7, Township 30 North, Range 18 West, To- of Rrcnmond, Se C-i, Covn ty, Wisconsin.
w..a h i/4 cF~ea
o , aD-7's \
(F and 1"l'on P:Pe)
BO' 1EMPORARY CUL-UE-SAC
J Wa UAPLATTED LANDS \ \ EASEMENT (TO BE REMO RED
UPON EXTENSION OF THE ROAD)
-North 4ine o/ the 1111
A eoi C~ 1 1 98]5
JB 1 _ f .vats _ 9111 _ N 88:43'- F _1676.38' - I - -
s F S 52a.e5' l~
8 It, ei
r. aaa zst a7 i \ i
935
y G WE/9 D n 5, es 26
B \ / `G& L.B.O. a9J00 I ~I u / t es
rv J.5 / s Iq 1 14,238 sq. ft.
9300 /E •q0 / 65303 sq ft
6C 691 s¢ ft a 65. o 06 sq. 7Ln]r ~ QT' r'r4i6'u _ ]
aH ~ P
,3 G A p~ ->5r rei 9746
1 1 r Nfia 3259'E 362.0-('
5 acres a
PD TEMPORARY CUL-UF SACo LBO 9(iO D k ~ RfiB 5Y2B'E 555.11'
SFMENI (TO BE REMOVED 55,576 q ft }r- a 1,5 acres nl $
7 UPON EXTENSION !lF THE NOAO)
LBO 9-TOO I _
W. -T.sn7 s16'E sIS Ja 76 - 8 IT 000 67,-020 Isq ft, 14)
___162NDAlE/✓(/E at lo'ad'- n 2.s Gres
I Na7'IS7; w ~ ~ / ~ ~ a ~ 126,599 sq. fG I
r s> e ~ z
P I° I a /w/r 160j 5. W~~ 18851'28'E 5aJ.4T'
o 7 r g \ x $ a
B ~8 ~ N
9 5
n m
66,.59 sq, ft. 55723 s4 It 17 l4 4• 2 3 oc es 8 a O
1.80= 9455 22 res: t\i N 101, 539 rsq. ft. IU,
72,920 sq. If. -B_0. [9455 Z
a` r 2 F 56c' 95, 47,! s9 ft. N ° \ - _ 964.5h n F
_95i_~ ~a56.9 9517 9,510 95.1 vJ ~~"°d ~ji \ \ s 47142
110. 210.Oti g4 1 29'E n
c "..1 Et
a2
S89'05'52'W 630.12' \ se., or JE I e
Aas'a~3wnj' 1 \ F
'0 7
A CFR7IF7ED SURVEY MAP 2.3 ac
7- 8
- - 3 101, q, - _ ft.
° yob 1s P_~ 41_45 ~ - z3 acres ~I ~
L.BO.= 9455
99,362 sq. ft. 164
96aY m7/
4e11a2
2
n 95514 sqs ft
acrs
1
89,;1' 014""97 fr. Al l
,I m / y, "979 J
°I<
21
N 595 A ~3 / Sa1'JB'ss E 964.1
I W II j 41.4 - - 608.41
I
al
!Ti21 21 aores 27
H o I ~ [res
92,950 sq. ft. / 118,996, sq R._._
h1m 1
I 0 , p E _ _ J . 1„ n esnroe. E . _ _ - I l
N89 104254 ' -
-104244'_
- 16O P f A VENUE - - - - - - - - - J
- - 389 OS 52'•W 1027.21'
N Fig CS 2'E 630 .11 - - - - - - - SouM 1/4 Comer
Section 7 30 IB
South Line o/ fhe SW/SW S 9'05.52"W 2699.77• NOR RIENLY LIVE TS OF BO' 190E (Found Aluminum
-nv(h ever( fASfM£NT TD -B- POWER Cavn ty Mon✓menfJ
"ecfi0n ] - X,JO- - IF COOPERA RIE IN COC1597994
!;-end flaIF lINPI. A TTED LA,'V,05 VCL 1404 Pc2d7
v 2
.,orrnty Momrmen t)
7A UNPLATTED LANDS
_ CURVE TABLE
j VICINiTY MAP LEG(=.ND: CURVE RFlIl Il1S DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS
C1 233.00 ll'I6'48' 70.27' 70,00' SOB-49'17'W N00'10'53'E 1,117-27'41'E
SAC, 7, T. :S':7 N., 12.18 W. n C2 167.00 36'36'36' 106,71' 104.90' N00'50'37'W N17'27'41'E N19'08'55'W
TOWN OF RICI4MONI), Si. CROIX COUNTY, WI V Section 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
F ound 1" Pipe _ C4. 167,00 20'48'19' 60.61 60.3V N76'51255W N66'2716'W N6] 1535W
o Iron . _ _
p Set -I/M1•' x 18" Iron ftehar C5 233.00 20.4819' 84,61' 84.14' N76'51'25.5.1 S67'15'35'E S66-27'16'E
(wel ghing 4.303 Ibe. per linear loot) LOT 10 233.00 20'06'21' 81.76' 81.34' N77'1224, 5'W S67-15'35'E S67-09'14'E
LOT Il 233.00 0'41'58' 2.64' 2.84' N66'48'15'W S67-09'14'E S66'27'16'E
Buil,ing Sathack Line C6 167,00 37.2847' 109.24' 107.30' S85'11'39 5'F S66'27'16'E N76'03'57-
- HI (100 tram Right of way or as noted) C7 233-00 15'11 24' 61.77 6159 _ SOl'48:1', N05'47'31'W N09'23 53'F
fl App t Or ve.ay LOeat'on CS 167,00 7'34 3 22,08' 22.07 _N G5'36'35.5'E N09'23 53'F 101'49 ld'E
0 Easement L'nr C9 233.00 8'271 36' j 34.35 35" 05-1014 N00-56'36'E S09'2353'1 I
9e CIO 167.00 28'32 4B' 83.21 82.35 S04.52'31'E 309'23'53'1 Sl9'0655'E I
I~ N W N E
- O t E ''L g fence)na Cll 233.00 36'36'36' 148.88 146.36 NOp'S0'37'V S19'OB 55'E 517'2] 41'W
,mum Elevat'on of Lowest Bu ltl ng Opening 67,00 1]'16'48' S0,37'L50.8' 508'49 7'W Sl7'2741'W S00'tp'S3'W
LUP. M C12
- --I- E H.W.E. 100-Year High Wcter Elevatlon
Denotes Orninage Easeman is
<B512 Benchmark - Tap of run Rebor o Pipe
NOTES:
II I 12• Utility Easement d-9 roadways RE'J4'IONS ARE U5CS NAVD 1980 BASED ON CPS OBSERVATIONS,
1110111 AlF.NUC J I ALL OTHER LOT CORNERS MARKED W11H A 1" P-ARINGS ARE REFERENCED TO THE FORT{/SOUTH 1/4 111E
OF SE CIION 34, WHICH IS ASSUMEO TO BEAR SB9'37'14'W,
x 18" IRON PIPE (WEIGHING 1.13 LIES. PER
. TSHIP L LAMAWS, IE PA, SHOWN ON THIS MAP ARE SUBJECT TO STALE, COUNTY AND JOB WH0575044A
BEARINGS ME RLFIRENCEO TO THE WEST LINE OF LINEAR FOOT) UNLESS OTHERWISE SHOWN T
, IF ACCESS RULES AND RECULATONS (I.E. WETLANDS, MINIMUM LOT SIZE, A.1 SW 1 1 OF N 0' TJON, R18W, WHICH IS ACCE:55 TO PARCEL. ETC.)_ BEFORE PURCHASING OR
DE-OPING ANY PARCEL. FrEPOred by.
38UMF0 TO OFAII Ii NO', 05J C. CONTACT THE ST. CROIM COUNTY ZONING OFFICE AND THE APPROPRIATE COWES
90ARD 1.1 novlCE. Q Consulting Gloup, Inc. -
NO OWNER OR RFSIDENT SHALT. 00 AN-1- Wr11t',+11;00 M'T9 nRSia