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Wisconsin Department of Comnerce PRIVATE SEWAGE SYSTEM
Safety and Building
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
ermit Holder's Name: X City Village Township
Vew Richmond Golf Club I City of New Richmond
ST BM Elev: Insp. BM Elev: BM Description:
tTO. o 00•0 Cr �
TANK INFORMATION
TYPE
O MANUZ R
i CA ACITY
• (@—
Septic
Vent to Air Intake
ROAD
Dosing
riction Loss
3
System Head
l .
Aeration
Forcemain
Leng y
Holding
Lt
TANK SETBACK INFORMATION
TANK TO
P/L
WELL
LDG .y/�
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ROAD
Septic
riction Loss
3
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l .
TDH Ft
�•
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Lt
u
2- 1? r
b
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Type Of System
S !�
52 i
O
8 �
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St /Ht Outlet
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P11MP /SIPHON INFORMATION
Manufacturer
a
Dema
L 9191.
Model Number
160 I S Z
TDH
Li �,�
riction Loss
3
System Head
l .
TDH Ft
�•
Forcemain
Leng y
I Dia ', - , a
I Dist. to Well
SOIL ABSORPTION SYSTEM
BS
HI
FS
Width I
Length
CHAMBER O
No. Of Trt�
DIMENSIONS
f
Alt. BM
Model Nurn
(-
SETBACK
SYSTEM TO
P/L
BLDG
INFORMATION
Type Of System
S !�
52 i
O
8 �
9
St /Ht Outlet
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ELEVATION DATA
County: St. Croix
Sanitary Permit No:
499142 0
S to Plan ID No:
o 7 Sp = 711s . ia.
Parcel Tax No:
GQ
tion/To /Range /Map No:
04.30.18.
STATION
BS
HI
FS
ELEV.
Benchmark
CHAMBER O
cJ
Yes No
VD.o `
Alt. BM
Model Nurn
Bldg. S er � 1
�
(
b
IP • g t
IP T
515 q l
I
St/Ht Inlet
O
8 �
9
St /Ht Outlet
Dt Inlet
Dt QmdtmV µ,•
II•S�
90• g�-
Header/Man.
,
, erx
Dist. Pipe
r
Q C /0,
Sot. System
q S i
Fi al Grade
r f
Si over
'n
}r
967- �
�)
3, qv
ce"'I 2-S- (t)2.s�) = Im
PIT DIMENSIONS IN& Of Itits llnside Dia. iLiqu;d Depth
JELL
LAKE /STREAM
LEACHING
acturer:
_
Length O Dia 2'o
CHAMBER O
cJ
Yes No
Yes No
UNIT
Model Nurn
Header /Manifold I
r
Distribution t
P�pe(s) 3.0
x Hole Size u
1 �Q
I x e Spacing
2. S 3
Vent to Air Intake
Length O Dia 2'o
`' 1 I f �l�
Length � 3 Dia Spacing
cJ
Yes No
Yes No
enll CnVGR n . c n..r., — 10--ti nr At- rrar1P SVStPnn% Only
Depth Over
Depth Over
xx Depth of
xx Seeded /Sodded
xx Mulched
Bed/Trench Center
Bed /Trench Edges
Topsoil
Yes No
Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Ins a Lion #1: � ( Insp ction #2: "`;'
Location: 1164 State Hwy 64 New Richmond, WI 54017 (NE 1/4 NW 1/4 4 T30N R18 ) N of 1 No: 04.30.18.
1.) Alt SM Description = /cll �l ��\ Q/
9 �
2.) Bldg sewer length = I a dto�"t��BN J
- amount of cover =
Plan revision Required?
Yes No
l
Use other side for additional in for i on. ___ - -- -- -
Date Insepctors Signature Cert. No
SBD -6710 (R.3/97) ,
r
15
arc„
q '
40 0
Wye
Op
15
arc„
q '
40 0
Wye
Op
SBD -6398 (R. 01/03)
1
i?
Attach complete plans (to the County only) for the system on pape�ot ess 81/; z 1l inches in size
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Safety and Buildings Division
County
201 W. Washington Ave., P.O. Box 7162
St. Croix
isconsin
Madison, WI 53707 - 7162
Sanitary Permit Number (to be filled in by Co.)
Department of Commerce
(608) 266 -3151
q 9 9/
Sanitary Permit Application
State Plan I.D. Number
In accord with Comm 83.21, Wis. Adm. Code, personal information you prove
' (0 =-
may be used for secondary purposes Privacy Law, sI5.04(1)(m)
1 30 Te"qws. gyp.,
oject Address (if different than mailing addres
1164 State Hwy 64
1. Application Information - Please Print All Information
Property Owner's Name
Parcel # 1 Lot #at= Block #
0
1
New Richmond Golf Club G `�+
I Na
Property Owner's Mailing Address cokpli
I Property Location
GRO`X
SS
1226 18 Ave.
Gov't lot NE '/4, NW '/,, Section 4
30 N; R 18 W
City, State
Zip Code
>wX5mber
New Richmond WI
54017
(715) 246 -6724
11. Type of Building (check all that apply)
Z 9
❑ I or 2 Family Dwelling - Number of Bedrooms
X Public /Commercial - Describe Use Community based residential facility - 7 beds
X City ❑Village OT- of New Richmond
❑ State Owned - Describe Use
III. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A,
❑ New System
X Replacement System
❑ Treatment/Holding Tank Replacement Only
❑ Other Modification to Existing System
B.
El Permit Renewal
El Permit Revision
11 Change of
11 Permit Transfer to New
List Previous Permit Number and Date Issued
Before Expiration
Plumber
Owner
/ a
IV. Type
of POWTS System: Check all that apply
q1
X fop 6 t-1
❑ Non - Pressurized In- Ground ❑X Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑
Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑
Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain)
V. Dispersal/Treatment Area Information
Design Flow (gpd)
Design Soil Application Rate(gpdsf)
Dispersal Area Required (sf)
Dispersal Area Proposed (sf)
System Elevation
897.0 gpd
1.0 gpd sq. R. -ASTM C -33 fill
897.0 sq ft
897.0 sq ft EISA
97.75' @ 12" above
96.75' contour
VI. Tank Info
Capacity in
Gallons
Total
Gallons
Number
of Units
Manufacturer 1
W �� `
Prefab
Concrete
Si a
Constructed
Steel
Fiber
Glass
Plastic
-t� /
New
Existing
Tanks
Tanks
Septic or Holding Tank
1,800
_
1,800
1
Wieser Concrete Combination
X
Aerobic Treatment Unit
Dosing Chamber
1,10
1,100
1
Wieser Concrete Combination
X
VII. Responsibility Stat ent I, the nn ersigned, assume n lity for installation of the POWTS shown on the attached plans.
Plumber's Name (Print)
Plumber' Sign
MP/MPRS Number
Business Phone Number
James K. Thompson
CIO �---
MPRS #30021
(715) 248 -7767
Plumber's Address (Street, City, S , Zip Code)
340 Paulson Lake Lane, Osceola, WI 54020
VIII. County/Department Use Onl
Approved
❑ Disapprove —�
Sanitary Permit Fee (includes
Date Issued
Issuing Agent Signature Stamps)
Groundw urcharge Fee)
icr " en Reason for Denial
IX. Conditions of
SYSTEM OWNER: - - - - - -� I
1. Septic tank, effluent filter and 9�C��$ SYS /B �''�� C&&^
dispersal cell must all be serviced / maintained
as per management plan provided by plumber.
2. All setback requirements must be maintained d�
I
as per applicable code /ordinances. (
4w.r7`n
re S -X
SBD -6398 (R. 01/03)
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t commercemi.gov
isconsin
Department of Commerce
Safety and Buildings
4003 N KINNEY COULEE RD
LA CROSSE WI 54601 -1831
TDD #: (608) 264 -8777
www.commerce.m(i.gov/sb/
www.vVisconsin.gov
Jim Doyle, Governor
Mary P. Burke, Secretary
August 14, 2006
CUST ID No. 30021
JAMES K THOMPSON
A.C.E. SOIL AND SITE 18VALUATIONS
340 PAULSON LAKE LN
OSCEOLA WI 54020
AM. PO WTS Inspector
ZONING OFFICE
ST CROIX COUNTY SPIA
1101 CARMICHAEL RD
HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 08/14/2008
identification! Numbers
Transaction ID No. 1307896
SITE: Site ID No. 716449
Arthur -Rose Community Based Residential Facility Please refer to both identification numbers,
1164 State Hwy 64 above, in all correspondence with the agency.
Town of Richmond
St Croix County
NW1 /4, NEIA, S 4, T30N, R18W
FOR:
Description: Replacement Commercial Mound System
Object Type: POWTS Component Manual Regulated Object ID No.: 1090251
Maintenance required; Replacement system; 897 GPD Flow rate; 24 in Soil minimum depth to limiting factor from
original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution
Component Manual - Version 2.0, SBD- 10706 -P (N.0 1 /0 1)
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06,
stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• This system is to be located and constructed in accordance with the enclosed approved plans and with the
component manual(s) referenced above.
• A sanitary permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
• Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the
designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats..
• The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil
compaction in this area is prohibited.
• A state approved effluent filter is required. Maintenance information must be given to the owner of the tank
explaining that periodic cleaning of the filter is required. Access to the tank/filter for maintenance purposes
must be provided per Comm 84.25(7), Wis. Adm. Code.
Comm 83.22(7) - A cony of the approved plans specifications and this letter shall be on -site during
construction and open to inspection by authorized representatives of the Department which may include local
inspectors.
P.O.W.T.S.
Conditionally
A P P ROV D"'
DEPARTMENI OF COMl�FRGE
-. —r --w Aun null n1mr-V
Owner Responsibilities:
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating
to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and
maintenance manual and/or owner's manual for the POWTS described in this approval.
• Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
Comm 83.54(1).
• Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption
system or any of its component parts malfunctions so as to create a health hazard, the property owner must
follow the contingency plan as described in the approved plans.
• The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the components) utilized
in the POWTS.
Note: The natural gas utility must be contacted prior to the system installation. This is required to alert them of the
proposed construction of the mound in an area where an easement for an existing gas line may be present. The
count may require proof of this contact prior to issuing the sanitaryperinit.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at th e telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the
installation, operation or maintenance of the POWTS.
Sincerely,
rard M Swim
POWTS Plan Reviewer, Integrated Services
(608)789 -7892, Mon - Fri, 7:15 am - 4:00 pm
jerry.swim@wisconsin.gov
Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544
WiSMART code: 7633'
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Application��
INDEX AND TITLE PAGE���
4� ��p
Project Name: Arthur - Rose Community Based Residential Facility
Owner's Name: New Richmond Golf Club
Owner's Address: 1226 180th Street
New Richmond, WI
54016
Legal Description: NW1 /4 NE1,4, Sec. 4, T.30N., R.18W.
Township: City of New Richmond
County: St. Croix
Subdivision Name: CSM Vol. 20, Pg. 5001
Lot Number: 2
Block Number: na
Parcel I.D. Number:
Plan Transaction No.:
Page 1
Index and title
Page 2
Data entry
Page 3
Mound drawings
Page 4
Lateral and dose tank
Page 5
System maintenance specifications
Page 6
Management and contingency plan
Page 7
Pump curve and specifications
Page 8
Site Plan
Page 9
Soil Evaluation Report
Page 10
Design Flow Calculations
Page 11
Existing POWTS information
Designer/ James K. Thom
Date: 1 07/25/06
License Number: 30021
Phone Number: (715) 248 -7767
Signature:
Designed Pursuant to the
Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)
Version 3.0 (03/01/01) ui 1 5 \ ~n, y _-' Page 1 of 11
SEE COf� PONDEf�CE
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(r or c) R) Residential or Commercial Design
59 Estimated Wastewater Flow (gpd)
i Peaking Factor (e.g. 1.5 = 150 %)
897.00 Design Flow (gpd)
9.001 Site Slope ( %)
96.75; Contour Line Elevation (ft)
24.00 Depth to Limiting Factor (in)
0.601 In -situ Soil Application Rate (gpd /ft
Distribution Cell Information
100.00 Dispersal Cell Length Along Contour (ft) _
1.00! Dispersal Cell Design Loading Rate (gpd /ft
........ _....._.... :
11-1i Influent Wastewater Quality (1 or 2)
Pressure Disribution Information
(c or e) c' Center or End Manifold
7 2 _ 991 Lateral Spacing (ft)
6 Number of Laterals
0.125! Orifice Diameter (in) (e.g. 0.25)
2.50! Estimated Orifice Spacing (ft) _
2.00; Forcemain Diameter (in)
40.00! Forcemain Length (ft)
91.00 Pump Tank Elevation (ft)
6.50
System Head (ft) x 1.3
6.38
Vertical Lift (ft)
1.95
Friction Loss (ft)
14.83
Total Dynamic Head (ft)
Lateral
Diameter Selection
in. dia.
op tions choice
x
x x
x
x
1 x
0.75
1.00
1.25
1.50
2.00
3.00
Treatment Tank Information
1800.001 Septic Tank Capacity (gal)
Wieser Concrete Manufacturer
Dose Tank Information
1099.941 Dose Tank Capacity (gal)
25.58 Dose Tank Volume (gal /in)
Wieser Concrete Manufacturer
Note: Sand fill (D) calculations assume a
Table 83 -44 -3 in -situ soil treatment for fecal
coliform of <= 36 inches.
8.97 Cell Width (ft)
Are the laterals the highest point
in the distribution Y
network? Enter Y or N
If N above, enter the elevation (ft)
of the highest point.
7.48 ft'/orifice
Does the forcemain drain back? Y
Enter Y or N
6.52
Forcemain Drainback (gal)
94.31
5x Void Volume (gal)
100.83
Minimum Dose Volume (gal)
49.43
System Demand (gpm)
Manifold Diameter Selection
in. dia. options I choice
1.25
1.50 x
2.00 x x
3.00
Gallons /Inch Calculator (optional)
1099.94 Total Tank Capacity (gal)
43.001 Total Working Liquid Depth (in)
25.58 gal /in (enter result in cell B49)
Effluent Filter Information
PolyLok Filter Manufacturer
PL -625 Filter Model Number
Project: Arthur - Rose Community Based Residential Facility Page 2 of 11
11
Mound Plan View
t
1/10 B Observation Pipe �' J
K � _+
.6. A
W :B i —
r3l I
L
Mound Component Dimensions
A 8.97 ft E 21.69 in H 1.00 ft K aft ft
B 100.00 ft F 9.25 in 1 12.65 ft L 1ft
D 12.00 in G 0.50 ft J 5.36 ft W
897.00 (ft Dispersal Cell Area 2161.99 (ft Basal Area Available
8.97 (gpd /ft) Linear Loading Rate 1 10.00 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 99.52 (ft)
F
97.75 (ft) -Al
Dispersal Cell
Elevation
G
�irrrrirJ7�rrrrir rrrir. .
Dispersal Cell 98.25 (ft) Lateral
Invert
:D
75 (ft) Contour Elevation
Geotextile Fabric Cover
See lateral details on
Page 4 for number,
size, and spacing of
laterals. Laterals are
equally spaced from
the distribution cell's
centerline in the
distribution cell (AxB).
Project: Arthur - Rose Community Based Residential Facility Page 3 of 11
9.0 % Site Slope
Shading Key
Dispersal Cell
1[]
_Topsoil Cap
o
a,
1.5 ft ". ;; •;.
s `' ``
Subsoil Cap
p
• ••
ASTM C33 Sand
16 `
F
❑5
.' Tilled Layer
:':::•r: Aggregate
d
,
� 0 o
0.5 ft Typical Lateral
�'•
7
*— — A —�
75 (ft) Contour Elevation
Geotextile Fabric Cover
See lateral details on
Page 4 for number,
size, and spacing of
laterals. Laterals are
equally spaced from
the distribution cell's
centerline in the
distribution cell (AxB).
Project: Arthur - Rose Community Based Residential Facility Page 3 of 11
Center Connection Lateral Layout Daigram
Force main connection via tee or cross to manifold at any point. Laterals are Identical
S
i
T
P S
• = Turn -up V ball valve or I 4-----4J+x12 l Laterals & force main of PVC Sch 40
of ea n out pl u g per COMM Table 84.30.5
Holes drilled on the bottom of the lateral
Dose Tank Information
Number of Laterals
Lateral Diameter
Lateral Length (P)
Lateral Spacing (S)
Lateral Flow Rate
System Flow Rate
Total Dynamic Head
6
Orifice Diameter
in Orifice Spacing (X)
ft Orifices per Lateral
ft Orifice Density
gpm Manifold Length
gpm Manifold Diameter
ft Forcemain Velocity
0.125
in
ft
ft /orifice
ft
in
ft/sec
1.25
2.53
49.34
20
2.99
7.48
8.24
5.98
49.43
2.00
14.83
5.05
Electrical as per NEC 300 and -- -►
Comm 16.28 WAC —
Tank component is properly vented
Wieser Concrete
Capacityl
1099.94
Volume
1 25.58
Manufacturer
Gallons
gal /inch
Dimension
Inches
Gallons
A
23.44
599.49
B
2.00
51.16
C
D
Total
7.06
10.50
43.001
180.70
268.59
1099.94
Project:
Alarm Manuafacturer LevelArm
Alarm Model Number DLV
A
B
C
D
under to
Disconnect
'11 �_
Pump Manufacturer Zoeller
Pump Model Number BN152
Pump Must Deliver I 49.43 gpm at 14.83 ft TDH
Arthur - Rose Community Based Residential Facility
Locking cover with warning
label and locking device and
sealed watertight
4 in. min.
e – Alternate outlet
location
Forcemain diameter
2 in.
Weep hole or anti -
siphon device
P, ump off elevation (ft)
� 1 91.88
Dose tank elevation (ft)
91.00
Page 4 of 11
w
Mound System Maintenance and Operation Specifications
Service Provider's Name J. Thompson, POWTS INSP.#4819 Phone (715) 248 -7767
POWTS Regulator's Name St. Croix County Zoning Phone (715) 386 -4680
System Flow and Load Parameters
Design Flow - Peak 897 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow - Average 598 gpd Maximum BOD5 220 mg /L
Septic Tank Capacity 1800 gal Maximum TSS 150 mg /L
Soil Absorption Component Size 897 f: Maximum FOG 30 mg /L
Type of Wastewaterl Domestic Maximum Fecal Coliform >10E4 cfu /100 mL
Service Frequency
Septic and Pump Tank
Effluent Filter
Pump and Controls
Alarm
Pressure System
Mound
inspect and /or service once every 3 years
Should inspect and clean at least once every 3 years
Test once every 3 years
Should test month)
Laterals should be flushed and pressure tested every 1.5 years
Inspect for ponding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code.
3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn -up Detail
Finished ..........
.... aGrade
6 -8" Diameter Lawn Threaded Cleanout
Sprinkler Valve Box . . Plug or Ball Valve
Distribution
Lateral
Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
Project: Arthur - Rose Community Based Residential Facility Page 5 of 11
Mound System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
General
This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its'
component manuals (SBD- 10691 -P (N.01 /01) and SSWMP Publication 9.6 (01181)j and local or state rules pertaining to system
maintenance and maintenance reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death.
Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access
openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound,
defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an
effective locking device to prevent accidental or unauthorized entry into a tank or component.
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic
tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be
assessed at least once every 2.years by inspection.
The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions
are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm,
,the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending
continuous alarm.
The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the
tank. If the contents of the tank are not removed at the time of a biennial assessment, maintenance personnel shall advise the owner of
when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank.
The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such
products are used they shall be approved for septic tank use by the Department of Commerce.
Pump Tank
The pump (dosing) tank shall be inspected at least once every syears. All switches, alarms, and pumps shall be tested to verify proper
operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall
be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for
vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the
mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the
mound be heavily mulched as protection from freezing.
Influent quality into the mound system may not exceed 220 mg /L BOD 150 mg /L TSS, and 30 mg /L FOG for septic tank effluent or
30 mg /L BOD5, 30 mg /L TSS, 10 mg /L FOG, and 10' du /100 mL for highly treated effluent. Influent flow may not exceed maximum design
flow specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be
flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test
when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution
within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any
levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Continaency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system
in proper operating condition.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or
replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal
media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition.
See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: Arthur - Rose Community Based Residential Facility Page 6 of 11
d 45
12 40
3
10
0 6 25
s 5 20
r
E
0 . 4 —
GALLONS
PUMP PERFORMANCE CURVE
MODEL 1511152/153
TOTAL DYNAMIC HEADIFLOW
PER MINUTE
EFFLUENT AND DEWATERING
MODEL
151
152
153
Feet
Meter
Gal.
Were
Gal,
Liters
Gal.
Liters
5
1.5
50
189
69
261
77
291
10
3.0
45
170
Bi
231
70
285
15
4.6
38
144
53
201
61
231
20
6.1
29
110
44
167
52
197
25
7.6
16
61
34
129
42
159
30
9.1
-
2 or 3
23
87
33
125
35
10.7
BN153
115 1
Auto
10.5
22
85
40
12.2
Non
5.3
1
-
11
42
Shut -off Head:
1 30 ft. g. 1m)
38 tL (11.Bm)
44 ft. (13.4m)
0145069
FLOW PT MINUTE 015 Model 151
<19. y3 p arr,. r►• I niM6tr+� 54/GP>1 (/
CONSULT F`�ACTORY FOR
SPECIAL APPLICATIONS 6792 'l
• Tuned dosing panels available.
• Electrical alternators, for duplex systems, are available and
supplied with an alarm.
• Variable level control switches are available for controlling
single phase systems.
• Double piggyback variable level float switches are available
for variable level long and short cycle controls.
• Sealed Qwik -Box available for outdoor installations. See
FM1420.
• Over 130•F. (54•C.) special quotation required.
1511152/153 Series
151H521153 YODELS
Control 6419don
Yodel
Volts -Ph
I Mode
Arrips
Simplex
Duplex
N151
115 1
1 Nan
6.0
1
2 or 3
BN151
115 1
1 Auto
6.0
Included
2 or 3
El 51
230 1
Non
3.2
1
2 or 3
BE151
230 1
Auto
3.2
Included
2 or 3
N152
115 1
Nan
8.5
1
2 or 3
BN152
115 1
Auto
8.5
Included
2 or 3
E152
230 1
Nan
4.3
1
2 or 3
BE152
230 1
Auto
4.3
Included
2 or 3
N153
115 1
Nan
10.5
1
2 or 3
BN153
115 1
Auto
10.5
Included
2 or 3
El 53
230 1
Non
5.3
1
2 or 3
BE153
30 1
Auto
5.3
Included
2 or 3
O CAUTION
an nstaliation of controls, protection devices and wiring should be done by a qualified
rer,sed elettncian. All elecinoal and safety codes should be followed including the most
recent Nauonai Electric Code (NEC) and the Occupational Safety and Health Act (OSHA).
Models 1521153
121/6
2
2
SELECTION GUIDE
SK.2064
1. Single pggyback variable level float switch or double piggyback variable level float
svAch. Refer to FM0477.
Z See FM0712 for correct model of Electrical Alternator E -Pak.
3, Variable level control switch 10 -0225 used as a control activator, specify duplex (3)
or (4) float system.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
— -- - -, - -- - - - - - -- wal TO Po. Box 16341 - - -- - --
Louisville, KY 40256.0347 Manufaclurersof, .
I O SHIP TO: 3649 Cane Run Road
® �� Louisville, KY 40211-1961 Q ?YPUMC6 SvcE �,4�1.! Op
hripJ/www.zoeller, com
PUMP !O_ (502) 1 FAX (502) 774.3624 PUMP
0 Copyright 2004 Zoeller Co. All rights reserved
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Wisconsin Department of Commerce SOIL EVALUATION REPORT
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D.
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road.
Please print all information. Reviewed By
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
1997
Page I of _4
A.C.E. Soil & Site Evaluations
St. Croix
261 - 1285 -02 -200 _
Date
New Richmond Golf Club (Jessa Nelson - buyer) _ Govt. Lot NW 1/4 NE 1/4 S 4 T 30 N R 18 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1226 180th Ave. 2 CSM Vol. 20, Pg. 4788
City State Zip Code Phone Number V1 City J Village J Town Nearest Road
New Richmond WI 1 54017 1 (715) 246 -0266 New Richmond 1 1164 State Hwy 64
f/ New Construction Use: J Residential / Number of bedrooms Code derived design flow rate 598 GPD
_f Replacement ✓J Public or commercial - Describe:
Parent material Glacial till over limestone bedrock Flood plain elevation, if applicable na
General comments
and recommendations: Soil suitable for mound. 12" of sand fill to be placed on 96.78' contour, syst. el. = 97.78'. Gas line runs
through system area - line must be relocated prior to installation
M
Boring # —I Boring
V1 Pit Ground Surface elev. 96.51 ft. Depth to limiting factor 24 in Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ft'
"Eff#1
"Eff#1
"Eff#2
1
1 0 -10
10yr3 /3
none
sil
2fsbk
dsh
cs
2fmc
0.6 1
0.8
2
10 -16
1Oyr4/3
none
sit
2fsbk
dsh
cs
2fm,1c
0.6
0.8
3
16 -24
1Oyr4/4
none
sit
2fsbk
dsh
cw
2f,1m
0.6
! 0.8
4 24 -36
7.5yr4/4
m1d Mg
sci
2fsbk
dh
aw
2fm
0.4
0.6
5 ; 36 -56
10yr6/4
f2d 7.5yr5/8
LSBR
Om
mfi
-
1fm
0.0
0.0
Limestone bedrock observed in Horizon #5 consists of >50% loose, fractured limestone fragements approx. 1"x1"x1" to a inlcx. volas
between plates filled with 10yr4/4 Om sl & 7.5yr4/4 Om sci & 10yr5/4 Ifs.
T 16 Boring # I Boring
Pit Ground Surface eiev. 96.42 ft. Depth to limiting factor 35" in. Soil Application Rate
Horizon
I Depth
in.
Dominant Color
Munseli
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDttN
"Eff#1
"Eff #2
1 0 -8
10yr3/3
none
sil
2fsbk
dsh
cs
2fmc
0.6
0.8
2
8 -15
1 Oyr4 /3
none
sit
2fsbk
dsh
cs
2fm,1 c
0.6
0.8
3
15 - 29
1Oyr4/4
none
sil
2fsbk
dsh
cw
2f,1m
0.6
0.8
4
29 -35
7.5yr4/6
none
sl
1 msbk
dh
aw
2fm
0.4
j 0.7
5
35 -52
10yr6/4
f2d 7.5yr5/8
LSBR
Om
mfi
1 f
0.0
j 0.0
i
i
F Limestone bedrock observed in Horizon nsists ci >50% loose, fractured limestone fragements approx. 2 "x2 "x1" to 4'x6 "x1" thick. Voids
be en plates fide with 10yr4/4 Om sl & 7.5 r Om scl & 10yr5/4 Ifs.
Effluent #1 = BOO 5> 30 < 220 mg /L an TSS >30 < 15 mg/l- uent #2 = BOO < 30 mg /L and TSS < 30 mg /L
:ST Name (Please Print) Signature p CST Number
James K. Thompson �f 360
4ddress A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola 154020 7/19/2006 715 -248 -7767
Property Owner Ne w Richmond G Club Jessa — Parcel ID # 261
73 1 Boring # I Boring
J Pit Ground Surface elev. —_ 93.35 ft.
- 1285 - 02 - 200
Depth to limiting factor 24" in
Page __2 _of _4
Soil Application Rate
Horizon
Depth
j Dominant Color
Redox Description Texture Structure
Consistence
Boundary
Roots ',
GPD
/ft'
Consistence
in.
Munsell
Qu. Sz. Cont. Color Gr. Sz. Sh.
'Eff#1 'Eff#2
n.
Munsell
'Eff#1
'Eff#2
1
0 -7
10yr3/3
none sil
2fsbk
dsh
cs
2fmc
0.6
0.8
2
7 -14
10yr4/3
none sil
1 2fsbk
mfr
CS
2fm,1c 1
0.6
0.8
J Pit Ground Surface elev. —____ Soil Application Rate I
Horizon Depth
Dominant Color
Redox Description
Texture
'
Consistence
Boundary
Roots
'
— GPD
'Eff#' 1 Eff#2
in.
Munsell
Qu. Sz. Cont. Color
Gr. Sz, Sh.
3
14 -24
10yr4/4
none sil 2fsbk
mfr mf
2f,1 m
0.6
0.8
4
24 -29
1 7.5yr4/4
m 1 d Mg scl 1 csbk
mfi aw
2fm
0.2
0.3
I
l
I
I
5
29 -50
I '; 10yr6/4
f2d 7.5yr5/8 LSBR Om
mfi
1 fm !
0.0
0.0
" x1'
Limestone
bedrock observed in Horizon
�
#5 consists of >50% loose, fractured limestone fragements approx. 2'x2
to 4'x6
"x1 "thick.
Voids
between plates filled with 10yr4/4 Om sl & 7.5yr4/4 Om scl & 10yr5/4 Ifs.
Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L ` Effluent #2 = BOD <_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.
SHD -8330 (R OL00) A.C.E. Soil & Site Evaluations
Boring
❑
Boring # —I
_J Pit Ground Surface elev. ._— ___— ______ ft. Depth to limiting factor n. Soil Application Rate
—
Horzon Depth
Dominant Color
Redox Description
Texture
Structure
Consistence
Boundary
Roots
__
'Eff#1 'Eff#2
n.
Munsell
Qu. Sz, Cont. Color
Gr. Sz. Sh.
I
I
I
� I
;
i
i
I
❑ Boring # J Boring
ft. Depth to limiting factor in.
J Pit Ground Surface elev. —____ Soil Application Rate I
Horizon Depth
Dominant Color
Redox Description
Texture
Structure
Consistence
Boundary
Roots
'
— GPD
'Eff#' 1 Eff#2
in.
Munsell
Qu. Sz. Cont. Color
Gr. Sz, Sh.
I
l
I
I
I
Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L ` Effluent #2 = BOD <_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.
SHD -8330 (R OL00) A.C.E. Soil & Site Evaluations
/a e 2
C5 M zO /5-/748
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3o-'3
Design Flow Calculations
JOH DESCRIPTION& Existing three - bedroom residence located within the municipal limits of the city
of New Richmond service by conventional POWTS (see pgs. 11). Municipal sewer and water proposed to be
extended to property within 5 years. New owner proposes to add 4 bedrooms to existing residence, creating an
8 bed Community Based Residential Facility with two employees per shift, 3 shifts per 24hr. period. New
mound to be connected to proposed addition. Mound designed and constructed to accommodate entire daily
flow of proposed facility. Existing conventional POWTS to remain in service until hydraulic failure occurs.
Interior plumbing will be rerouted to mound at time of failure.
1. Total Daily Design flow (599 Gpd daily flow)(] 5 conversion factor) = 897 0 Cipd
(8 bed spaces) (65 gal. bed space) = 520.0 Gpd daily wastewater flow
(6 employees all shifts) (13 gal. /employee) = 78
Daily wastewater flow = 598.0 Gpd
2. Depth to limiting factor: 24"
3. Land slope: 2
4. Infiltrative capacity of soil at system elev.: 1 0 d /sn ft ASTM C33 med. Sand
5. Infiltrative capacity of native soil: 0.6en�f1.
6. Proposed Dispersal Cell area: 600 -,q- I
area required 8 97 sn, I
bed width (A)
bed length (B) 105.00
SEPTIC TANK C'APAC'ITY CALCULATIONS:
1. Design wastewater flow = 897.0 gpd
897.0 gpd / 75 gpd = 11.96 gpd person equivalency
2. Minimum required capacity: 1 55 Gallons
(897.0) + (11.61 x2* x 11.96) + (46.77 x 11.96) = 1,734.08
*(Requires a two year maintenance cycle)
3. Existing septic tank Capacity & Manufacturer: 1,000 gal Weeks Concrete S.T
4. Proposed S.T. capacity & Manufacturer: Wieser Concrete WI P1 R00 /I 100 - MR gal. se ti . ank /pump chamber
PolyLok PL -625 effluent filter to be installed at septic tank outlet.
Pg. 10 of 1 I
LGsL�'r4sfntpart�n��'�i�r 4.30.18. 4 MVATE SEWAGE SYSTEM
_Labor and Human Relations INSPECTION REPORT
Safety and Buildings Division
GENERAL INFORMATION (ATTACH TO PERMIT)
Permit Holder's Name: ❑ City ❑ Village R Town of:
CST BM Elev.: Insp. BM Elev.:� BM Description: /
G �iJ
TANK INFORMATION
TYPE
MANUFACTURER
CAPACITY
Septic
A ir ir I to ntake
A
ROAD
Dosing
Inside Dia.
v'
Aeration
11 4
NA
Hol
DIME
TANK SETBACK INFORMATION
TANK TO
P/ L
WELL
BLDG.
A ir ir I to ntake
A
ROAD
Septic
Inside Dia.
>xa
/i✓
11 4
NA
Dosi
DIME
Bldg. Sewer
NA
Aeration
SYSTEM TO
St / , Inlet
BLDG
WELL
LAKE /STREAM
Holding
St /�K Outlet
SETBACK
INFORMATION
CHAMBER
Type O , �"i J
.
PUMP/ SIPHON INFORMATION
Demand
Model Number M
TDH Lift Friction S e TDH Ft
FofZemaa - Dia. I Dist. To Well
SOIL ARSORPTION SYSTEM
ELEVATION DATA
A930.0289 I / %=
STATION
BS
HI
FS
ELEV.
Benchmark
No. Of Pits
Inside Dia.
��
/i✓
` -=
/''`
`a
DIME
Bldg. Sewer
SYSTEM TO
St / , Inlet
BLDG
WELL
LAKE /STREAM
LEACHING
St /�K Outlet
SETBACK
INFORMATION
CHAMBER
Type O , �"i J
.
-- Dt_ii-v+et
Mo umber:
Dt Bottom
ti /�" •
��
��Cd
HeadedHeader ftUQ
9 7709
Dist. Pipe
97 (�
Bot. System
'
Final Grade
n
17
8
BED/TRENCH
Width
Length
No. Of Trenches
PIT
No. Of Pits
Inside Dia.
Liquid Depth
DIMENSIONS
` -=
/''`
`a
DIME
SYSTEM TO
P/ L
BLDG
WELL
LAKE /STREAM
LEACHING
Man
SETBACK
INFORMATION
CHAMBER
Type O , �"i J
.
r
Mo umber:
System: 'F�-a-n�
ti /�" •
��
��Cd
OR UNIT
DISTRIBUTION SYSTEM
Header /M -- Distribution Pipe(s) � , J x Hole Size x Hole Spacing Vent To Air Int
1 ake
Length � Dia. Length � Dia. 7 Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx ed
BI0-f �
Trench Center ! Trench Edges Topsoil E] Yes ❑ No Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
77 �
> -Z
LOCATION: RICHMOND 4.30.18.40A ; ,� /J
-�
Plan revision required? ❑ Yes 2 r/
Use other side for additional information.
SBD- 6710(R 05/91) Date
Inspector's Sign
County:
err Q1DQTX
Sanitary ermit o.:
State Plan o.:
Parcel Tax No.:
M v & 0 lq
110
CAAIITADV DCORAIT ADDI 1PAT1nN1
SBD -6398 (formerly Plb -67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & t3unaings urvision, uwner, riumuer
COUNTY
In accord with ILHR 83.05, Wis. Adm. Code
l
STATE SANITARY MIT #
–Attach complete plans (to the county copy only) for the system, on paper not less than
I �7} 4
❑ Check
S'fz x 11 inches in size.
if revision tdprevious application
–See reverse Side for instructions for completing this application.
STATE PLAN I.D. NUMBER
I. AP PLICANT INFORMATION – PLEASE PRINT ALL INFORMATION.
PROPER
PROPERTY LOCATION
=R
'/a, S T , N, R (or
PROP RTY OWNER'S AILING AD ESS
LOT ##
BLOCK ##
CI STAT
ZIP CODE
PHONE NUMBER
SUBDIVISION NAME OR CSM NUM ER
y ,
0
II. TYPE OF BUILDING (Check one) CITY NEAREST R AD
❑ State Owned ❑ VILLAGE
S�"I�Nj `�
E] Public 0 1 or 2 Fam. Dwelling –# of bedrooms PARCEL TAX NUMBER(S) e
111. BUILDING USE: (If building type is public, check all that apply)
1 ❑ Apt/Condo
2. ❑ Assembly Hall 6 ❑ Medical Facility /Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales /Repairs 11 ❑ Restaurant/Bar /Dining
4 ❑ Church /School 8 ❑ Mobile Home Park 12 ❑ Service Station /Car Wash
5 ❑ Hotel /Motel 9 ❑ Office /Factory 13 ❑ Other: Specify
IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable)
A) 1. ❑ New 2. ® Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an
System System Tank Only Existing System Existing System j
B) ❑ A Sanitary Permit was previously issued. Permit # — Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non - Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12 Seepage Trench 22 ❑ In- Ground 42 ❑ Pit Privy
N 43 ❑ Vault Privy
13 Seepage Pit Pressure
14 ❑ System -In -Fill
VI. ABSORPTION SYSTEM INFORMATION:
1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC RATE 6. SYSTEM ELEV. 7. FINAL GRADE
ELEVATION
REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals /day /sq. ft.) (Min. inch) 9
j Feet Feet
VII. TANK
CAPACITY
in allons
Total
Manufacturer's Name
.
Site
Con-
Steel
Fiber-
Plastic
Exper.
App
New
xistin
INFORMATION
Gallons
Tanks
Concrete
structed
glass
s
Tank s
Tanks
Septic Tank or Holding Tank
Lift Pump Tank/Siphon Chamber
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plumber' ame (Print
Plumber's ign ure: o ps
MP /MPRSW No.:
Business Phone Number:
' Address reet, City, State, Zip Co e):
Plumber'
S
IX. C UNTY /DEPARTMENT USE ONLY
❑ Disapproved
San Permit Fee (Includes Groundwater
Surcharge Feel
Defite Issued
ssuing A nt nature ( Sta
Approved
❑ Owner Given Initial
� r`z
Adverse Determination
X. CONDITIONS OF APPROVAL /REASONS FOR DISAPPROVAL:
SBD -6398 (formerly Plb -67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & t3unaings urvision, uwner, riumuer
�c�/ 7
t /ec,
cos
i3a
i
PAGE OF
C r USS J� C�I t)r1 p 1 �1 Vr17 �Y '>
ftdM
At( Inla1♦ And OChorvollon Pips
I
`1' Approved Vent Cop
►linlm— 12 Azov.
final Glad.
20- d2' Aoovo P1pp _ 4' Cost lion
To final Grad• Vent Plpa
1t rn Nor Or S Ee y
l•
O OIUrI0v110n
-- o — Too
6 s ° ParlOralad Plpa bola.
o — CQ,0ln0 TwnJnalinp At
60110. 01 System
i
G
p r o p o ro % cl
S'r�CkJ SOIL FILL
015TRIBUTIOVI PIPE
APPROVED ,S19T1-IETIC COVCI
2" of 11GGR��AZE 11ATLRl�t oR 9" OF STRAW
OR MARS" F1A,-j
EL EV. OF �5G E1; (o OF ��z - 2 1 / AGGREGATE
7,25 - /
DIS rR1F)�JTI0W PIPE TU BC AT LEAST lUCHE5 BCLOW ORIGIUAL GRADE
AUV AT LCASTZO IAICHES BUT KIO MORE THAI) 42 IMCNCS BELOW FINAL GRADE
M MMUM DSPrti OF E , T1 0 0 FKoM OR 6 D WILL BE _ I►J H
X11 � c c s
ruwrivm pq T OF FXCA\ rAoM 01 � 1 6WAL CjRAPf- WILL 6C �._� INCHC 5
s1G►Jfo: !
LICCUSC I.IUMBE
DATE
- - -- - - -- T T o
STC - 104
AS BUILT SANITARY SYSTEM REPORT
OWNER 9rdl ��•� �7 ���
ADDRESS
C�l 7
SUBDIVISION / CSMf LOT f
SECTION, T _N -R_ & W, Town of
ST. CROIX COUNTY, WISCONSIN
PLAN VIEW
SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM
a
INDICATE NORTH A
le's-1
Provide setback and elevation information on reverse of this fora.
Provide 2 dimensions to center of septic tank manhole cover-
Wisconsin Department of.Industry, SOIL AND SITE EVALUATION REPORT
Lab6rtfnd Hbmm Relations
nivkinn of Rafaty R Ruildinm
Page 1 of 3
III QVVVIV "ILII ILI 11l VJ.VJ, . .IJ. 1- � ----
•
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
St. Croix
PARCEL I.D. #
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or
dimensioned, north arrow, and location and distance to nearest road.
BourrJary
REVIEWED BY DATE
APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION
PROPERTY OWNER:
PROPERTY LOCATION
Paul 0 . Swenby
GOVT. LOT NJ 1/41TF, 1/4,S4 T30 AR 18 >EQor) W
PROPERTY OWNER' MA!I_ING ADDRESS
LOT #
BLOCK #
SUBD. NAME OR CSM #
1164 11 064
n/a
n/a
n/a
CITY, STATE ZIP CODE PHONE NUMBER
❑CITY ❑VILLAGE DOWN
NEAREST ROAD
Mew Richmond, 141. 54017 ( 715) 2.46 - 2223
Richmond
Hy. 0,64
2 /m /sbk
mfr
g/w
(] New Construction Use �,,4 Residential / Number of bedrooms 3 [ ] Addition to existing building
Replacement [ ] Public or commercial describe
Code derived daily Flow 450 gpd Recommended design loading rate n/r bed, gpd /ft . 5 trench, gpd/ft
Absorption area required n bed, ft2 1000 trench, 11: Maximum design loading rate n/r bed, gpd /ft . trench, gpd/ft
Recommended infiltration surface elevation(s) 0 6.74 -95.69 ft (as referred to site plan benchmark)
Additional design / site considerations bed not recormiended -step down trenches at above elevations
Parent material outwash Flood plain elevation, if applicable n/a ft
S = Suitable for system
U = Unsuitable fors stem
CONVENTIONAL
iaS ❑ U
MOUND
ia S E] U
IN- GROUND PRESSURE
laS ❑ U
AT -GRADE
as [I U
SYSTEM IN FILL
❑ S EB&
HOLDING TANK
❑ S E3�j
SOIL DESCRIPTION REPORT
Boring #
..................
1
Ground
elev.
98 .44 ft.
Depth to
limiting
factor
Boring #
Ground
elev.
99 ft.
Depth to
limiting
tactor
>8
Horizon
Depth
in.
Dominant Color
Munsell
Mottles
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
BourrJary
Roots
GPD /ft
Bed
Trends
1
0 -8
10vr3 /3
none
L.
2/m /px
raft
t /w
2 /rl
.5
6
2
8 -18
10yr4 /4
none
scl
2 /m /sbk
mfr
g/w
1/m
10yr3 /4
none
3
8 -25
7.5yr4/4
none
sl.
2 /m /sb]c
mfr
g/w
1/f
4
25 -65
10yr4 /6
none
ls.
0 /sg
mvfr
g/w
n/a
.7
8
5
65 -78
10yr3 /4
none
ST
1 /c /pl
mfr
n/a
n/a
n/p .3
Remarks:
1
0 -7
10yr3 /3
none
L.
2 /m /gr
rifr
g/w
2/m
.5 .6
2
7 -28
10yr4 /4
none
scl
2 /m /sbk
mfr
g/w
1/m
.4 �.5
3
28 -69
10yr4 /6
none
I.S.
0 /sg
mvfr
p,/w
1/f
.7 .8
4
69 -80
10yr3 /4
none
sl.
/c /p1
mfr
na/
na/
r
.3
Remarks:
CST Name:— Please Print Gary L. Steel 715- 24
Address: 1554 h. AVe . Te Richmo d , WI. 54017
Signature: 8 -10 -93 Date: cstm 2298 CST Number:
PROPERIYOWNER SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D. # .
Boring #
3
Ground
elev.
9(. 44 ft.
Depth to
limiting
factor
>90
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Horizon
Depth
in.
Dominant Color
Munseil
Mottles
Ou. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD /ft
Bed
Trend
1
0 -16
1 3/3
none
L.
2 /m /,r
mvfr
/w
2/m )
.6
2
16 -27
10yr4 /4
none
scl
2/m /sbk
mfr
g/w
1/m
.4
.5
3
27 -38
7.5yr4/4
none
sl.
2 /ri /sbk
mfr
g/w
1/f
.5
1 .6
4
38 -74
10 r4/6
none
ls.
O/sg
mvfr
/w
n/a
.7 �.8
5
74 -90
1 r3/4
none
sl.
1/m/pl
mfr
a/
na/
n/ .3
Remarks:
SBD- 8330(8.05192)
Gary L. Steel
C.S.T. 2298
MPRSW -3254
14a 'It s��s.
�4-- i.. 1 oo '
(L
i) (mo-rK",',
WEk'L.
STEEL'S SOIL SERVICE
Paul 0. Swenby
NW',,NF S4- T30N -R18W j
town of Richmond
t
,_5�4 A,� -41 �, -�Z
Gary L. Steel
8 -10 -93
1554 200th. Ave
New Richmond, WI 54017
(715) 246 -6200
ID
PM
J
Pi
0
►3z
V
n,
S,�
1997
Wisconsin Department of Commerce SOIL EVALUATION REPORT mo+• Page 1 of 4
Division of Safety and Buildings in accordance with Co m 85RECLC A.C.E. Soil & Site Evaluations
Cou
Attach complete site plan on paper not less than 8% x 11 inches in size Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), rection bpd, Par - I.D.
percent slope, scale or dimemsions, north arrow, and location and dis to U96 1 2005 2131 1285
Please print all information. ST C Re By Dat
Personal information you provide may be used for secondary purposes (Priv Law, s. 15.04 C OUNT ,
Property Owner Prope rty o
New Richmond Golf Club (Jessa Nelson - buyer) Govt. Lot NW 1/4 N /4 S 4 T 30 N R 18 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1226 180th Ave. 2 CS Vol. 20, Pg. 4788
City State Zip Code Phone Number 0 City I Village J Town Nearest Road
New Richmond I WI 1 54017 (715) 246 - 0266 New Richmond 1 1164 State Hwy 64
New Construction Use: I Residential / Number of bedrooms Code derived design flow rate 598 GPD
I Replacement 01 Public or commercial - Describe: —�� r
ra —
Parent material Glacial till over limestone bedrock Flood plain elevation, if applicable na
General comments
and recommendations: Soil suitable for mound. 12" of sand fill to be placed on 96.78' contour, syst. el. = 97.78'. Gas line runs
t hrough system area - line must be relocated prior to installation —
Boring # I Boring
Pit Ground Surface elev. 96.51 ft. 24" � n. Sal Application Rate
0 Depth to limiting factor ppl'
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont, Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
PD
"Eff#1
'Eff#1
'Eff#2
1
0 -10
1Oyr3 /3
none
sit
2fsbk
dsh
cs
2fmc
0.6
0.8
2
10 -16
1Oyr4/3
none
sit
2fsbk
dsh
cs
2fm,1c
0.6
0.8
3
16 -24
1Oyr4 /4
none
sil
2fsbk
dsh
cw
2f,1m
0.6
0.8
4
24 -36
7.5yr4/4
m 1 d Mg
scl
2fsbk
dh
aw
2fm
0.4
0.6
5
36-56
1Oyr6/4
f2d 7.5yr5/8
LSBR
Om
mfi
-
1fm
0.0
0.0
Limestone bedrock observed in Horizon #5 consists of >50% loose, fractured limestone fragements approx. z X1 - x11' to 4"xb'xr" tnlCx. voids
between plates filled with 10yr4/4 Om sl & 7.5yr4/4 Om scl & 10yr5/4 Ifs.
]Boring# -=I Boring
WJ Pit Ground Surface elev. 96.42 ft. 35" in. Soil Application Depth to limiting factor � ppl' cation Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
/ft'
"Eff#1
I "Eff#2
1
0 -8
1Oyr3 /3
none
sil
2fsbk
dsh
cs
2fmc
0.6
0.8
2
8 -15
1Oyr4 /3
none
sit
2fsbk
dsh
cs
2fm,1c
0.6
0.8
3
15 -29
1Oyr4/4
none
sil
2fsbk
dsh
cw
2f,1m
0.6
0.8
4
29 -35
7.5yr4/6
none
$l
1 msbk
dh
aw
2fm
0.4
0.7
5
35 -52
1Oyr6 /4
f2d 7.5yr5/8
LSBR
Om
mfi
-
1fm
0.0
0.0
Limestone bedrock observed in Horizon nsists o >50% loose, fractured limestone fragements approx. "x7x1 "to 4 "4"x1" thick. Voids
be en plates fille with 10yr4/4 Om sl & 7.2)g Om scl & 10yr5/4 Ifs.
' Effluent #1 = BOD 5> 30 < 220 mg /L an TSS >30 < 15 mg/L vent #2 = BOO 5 130 mg /L and TSS s.30 mg /L
CST Name (Please Print) Signature CST Number
James K. Thompson `f 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane. Osceola l 54020 7/19/2006 715 -248 -7767
- Property Owner New Richmond Golf Club (]essa Parcel ID # 261- 1285 -02 -200 Page 2 of 4
Q Boring # Boring id Pit Ground Surface elev. 93.35 ft. Depth to limiting factor 24" in. Soil Application Rate
Horizon
Depth
in,
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Stricture
Gr. Sz. Sh.
Consistence
Boundary
Roots
'Eff#1 *Eff#2
1
0 -7
10yr3/3
none
sil
2fsbk
dsh
cs
2fmc
0.6
0.8
2
7 -14
10yr4/3
none
sil
2fsbk
mfr
cs
2fm,1c
0.6
0.8
3
14 -24
1 Oyr4 /4
none
sil
2fsbk
mfr
mfi
2f,1 m
0.6
0.8
4
24 -29
7.5yr4/4
m 1 d Mg
scl
1 csbk
mfi
aw
2fm
0.2
0.3
5
29 -50
1Oyr6/4
f2d 7.5yr5/8
LSBR
Om
mfi
-
1fm
0.0
0.0
Limestone bedrock observed in Horizon #5 consists of >50% loose, fractured limestone fragements approx. 2 "x2 "x1" to 4 "x6'W thick. Voids
between plates filled with 10yr4/4 Om sl & 7.5yr4/4 Om scl & 10yr5/4 ifs.
F I Boring # — j Boring
_ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
*Eff*1 *Eff#2
F I Boring # I Boring
_Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
*Eff#1 *Eff#2
* Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD 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.
SBD -8330 (R.07 /00) A.C.E. Soil & Site Evaluatlom
CS e4 .2 0 1 , 178 < 6
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jul. 21. 2006. 12:37 CITY OF NEW RICHMOND No. 7407 P. 2
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
64 d OWNERSHIP CERTIFICATION FORM
Owner /Buyer LyiS jl� 1
Mailing Address ''u32 u 64. P 1, AA/ f j 5 // 3
Property Address
(Verification required from Planning & Zoning De ent for new construction.) (0a
�� ` J
City /State Iva.�w ACkttnnimJ , � Parcel tdentifieataon Number 2(p I 2eS - . 0 mm e �
LEGAL DEK a
Property Location N U) %, N F- t/a , Sec. q ,
Subdivision
Certifled Survey Map
Warranty Deed #
: `f : Volume , page #
SYSTEM MAINTENANCE AND OWNER ERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three years or sootier, if needed, by a licensed pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system, Owner maintenance
responsibilities are specified in §Comm. 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 form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 113 full of sludge.
Uwe, the undersigned have read the above requirements 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 Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning R
Zoning Department within 30 days of the three year expiration date.
Uwe certify that aU statements on this form are true to the best of my /our knowledge. Uwc am/are the owner(s) of the
property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
Number of bedrooms
M Z�qi_-0b
SIGNATURE OF A PLICANT(S) DATE
"'Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. ,..
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
T 36 N R—ILW, Town of AeW 1(:C1 (40V
Lot #
2- 90 2-1 5 5
(REV. 08105)
`1
832749
KATHLEEN H. MALSH
REGISTER OF DEEDS
ST. CROIX CO., MI
RECEIVED FOR RECORD
DOCUMENT NO.
08/22/2006 10:45AN
EASEMENT
UTILITY EASEMENT AGREEMENT
EXOPT #
REC FEE: 13.00
TRANS FEE:
COPY FEE:
CC FEE:
PAGES: 2
The undersigned, New Richmond Golf Club, Inc., (hereinafter Grantor) in
consideration of the sum of One Dollar ($1.00), and other good and valuable
consideration to the Grantor, receipt and sufficiency of which is hereby
acknowledged, does hereby grant unto Kristin M. Pitchford and Thomas
R. Pitchford, husband and wife their successors and assigns, hereinafter
called Grantees, an easement with the right, privilege and authority to repair,
and maintain the existing septic sewer line but no additional or replacement
septic sewer line, over, across, under and upon the following described lands
RECORDING INFORMATION
located in the City of New Richmond, St. Croix County, Wisconsin:
................................ ...............................
NAME AND RETURN ADDRESS
A strip of land 15 feet in width on either side of the septic effluent line
ThoPlas R. Schumacher
located within Lot 2 of Certified Survey Map recorded June 29, 2005 in
a ke Norman, S.C.
Volume 20, Page 5001, Document No. 798950 as depicted on Lot 1 of the
i dwin, • Box 54
WI 54002
Certified Survey Map recorded on August 16, 2006 in Volume 21, page
5258, Document No. 832290 being located in part of the NW '/, of the NE
'/< of Section 4, Township 30 North, Range 18 West, City of New
Richmond, St. Croix County, Wisconsin
/ �)
-oa-
(Parcel Identification Number)
The grant of the easement herein contained shall also include the right of reasonable access to the
easement across the surrounding property of Grantor for the purpose of exercising the rights granted herein
and which may be reasonably necessary for the repair or maintenance of the existing septic sewer line, but
excludes the right to remove from the easement any trees or shrubbery without the written permission of
Grantor.
Except as otherwise provided herein, Grantees shall, restore the lands subject to this easement to as
near their original condition as it is reasonably possible and remove from the easement all debris, spoils, and
equipment resulting from or used in connection with the maintenance and repair.
This easement is deemed to be appurtenant to Lot 1 of Certified Survey Map recorded August 16,
2006 in Volume 21, Page 5258, Document No. 832290 being located in part of the NW '/< of the NE %. of
Section 4, Township 30 North, Range 18 West, City of New Richmond, St. Croix County, Wisconsin
The Grantor shall not be responsible for any injury to persons or property caused by the
maintenance of the septic sewer lines.
Grantor agrees with Grantees, their successors and assigns, that the Grantor is the owner of the
i of 2
above - described premises and has the right to sell and convey an easement in the manner and form described.
This instrument and the covenants and agreements contained herein are permanent easements and
shall run with the land and are binding upon the Grantor, its, successors and assigns.
Dated: August 18, 2006.
(SEAL)
+ istin M. Pitchf
• Thomas R. Pitchford R t nH
AUTHENTICATION
THIS INSTRUMENT WAS DRAFTED BY:
Thomas R. Schumacher
BAKKE NORMAN, S.C.
Baldwin, Wisconsin
*Names of persons signing in any capacity should be typed or
printed below their signatures.
N 'c d Golf Club, c
(SEAL)
*By: L. Lawrence Williams, President
ACKNOWLEDGEMENT
STATE OF WISCONSIN )
) ss.
ST. CROIX COUNTY )
Personally came before me this I 81 day of August,
2006, the above named , to me known to be the persons who
executed the foregoing instrument and acknowledged the same.
Notary Public, County, Wisconsin
My Commission is permanent. (If not, state expiration date
2of2
Signature(s) of Kristin M. Pitchford, Thomas R.
Pitch f r
nd L. Lawrence William
Authen i
ed i 8 day of tgu�
*Thomas
Schumacher
TITLE MEMBER STATE BAR OF WISCONSIN
(If not
authorized by § 706.06, Wis. Slats.)
THIS INSTRUMENT WAS DRAFTED BY:
Thomas R. Schumacher
BAKKE NORMAN, S.C.
Baldwin, Wisconsin
*Names of persons signing in any capacity should be typed or
printed below their signatures.
N 'c d Golf Club, c
(SEAL)
*By: L. Lawrence Williams, President
ACKNOWLEDGEMENT
STATE OF WISCONSIN )
) ss.
ST. CROIX COUNTY )
Personally came before me this I 81 day of August,
2006, the above named , to me known to be the persons who
executed the foregoing instrument and acknowledged the same.
Notary Public, County, Wisconsin
My Commission is permanent. (If not, state expiration date
2of2
a,
83271+7
State Bar of Wisconsin Form 1 -2003
WARRANTY DEED
Document Number N Document Name
THIS DEED, made between New Richmond Golf Club, Inc., a Wisconsin
Corporation
( "Grantor," whether one or more),
and Thomas R. Pitchford and Kristin M. Pitchford, husband and wife, as
( "Grantee," whether one or more).
Grantor, for a valuable consideration, conveys to Grantee the following described real
estate, together with the rents, profits, fixtures and other appurtenant interests, in
St. Croix County County, State of Wisconsin ( "Property") (if more space is
needed, please attach addendum):
Part of the NW '/4 of the NE' /, of Section 4, Township 30 North, Range 18 West,
City of New Richmond, St. Croix County, Wisconsin described as follows: Lot 1 of
Certified Survey Map recorded August 16, 2006 in Volume 21, Page 5258,
Document No. 832290
KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO., MI
RECEIVED FOR RECORD
08/22/2006 10:45AN
WARRANTY DEED
EXERT t
REC FEE: 11.00
TRANS FEE: 1020.00
COPY FEE:
CC FEE:
PAGES: 1
Recording Area
Name
261 - 1285 -02 -000
Parcel Identification Number (PIN)
This is not homestead property.
(is) (is not)
;Tantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except:
Easements. highways, utility rights, reservations and restrictions of record.
Dated August 1$, 2006
Golf Club,
L. Lawrence Williams, President
(SEAL) (SEAL)
*
AUTHENTICATION
Signature(s) L. Lawrence Williams
authenticated-m August IO
* Thomas R. Schumacher
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
authorized by Wis. Stat. § 706.06)
'PHIS INSTRUMENT DRAFTED BY:
"T homas R. Schumacher of Bakke Norman, S.C.
1 Box 308 New Richmond WI 54017
ACKNOWLEDGMENT
STATE OF WISCONSIN )
) ss.
COUNTY )
Personally came before me on
the above -named
to me known to be the person(s) who executed the foregoing
instrument and acknowledged the same.
*
Notary Public, State of Wisconsin
My Commission (is permanent) (expires: )
(Signatures maybe authenticated or acimowledged. Both are not necessary.)
NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED.
WARRANTY DEED ®1003 STATE BAR OF WISCONSIN FORM NO. 1-2003
*. T name below signature.
1 of1
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VOLUME_20
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_ PAGE _50_0_1 _
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COUNTY, WISCONSIN; BEING PART OF LOT 2 OF 771E
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III - A4414N
8 Z3 2 2 9 01
VOL 21 PAGE 5258
XAT913MN M. VXEM —
REGISTER OF DEEDS
ST. CROIX CO. VI
RECEIVED FOR RD
08/16/20M 09:15AN
CERTIFIED SURVEY MAP
REC�FEE:t 13.00
CE SURVEY MAP
PAGES: 2
LOCATED IN PART OF THE NORTHWEST QUARTER OF THE
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NORTHEAST QUARTER OF SEC77ON 4, TOWNSHIP 30 NORTH,
^
RANGE 18 WEST, CITY OF NEW RICHMOND, ST. CROIX
o
COUNTY, WISCONSIN; BEING PART OF LOT 2 OF 771E
p
CER77RED SURVEY MAP RECORDED IN VOLUME 20, PAGE 5001
N
PLAT OF I- - GEORGE NORMAN DR. (180TH AVE.)
- - - - - -
---------------- - - - - --
-North Me of the Northeast Quarter
R
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o 589 47 20 "W 561.04 —� ° a
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-Traveled N89.46'S2 "W 660.95 p
— 1— �twyn�_ - - -- S._T_H. 64 _ ^_
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Quarter of the Northeast Quarter LOT 1
LEGEND C.
O SET 1 " (O.D) X 18” IRON PIPE - VOLUME 5, -
N£IGHING 1.13 LOS/LINEAR FOOT. PAGE - 1471-
0 FOUND I (O.D.) IRON PIPE
p FOUND SECnON CORNER
...... °........... 30' BUILDING SETBACK LINE SHEET J OF 2
- - - - - - - - GENERAL U7ILITY & DRAINAGE EASEMENT
OWNER:
NEW RICHMOND GOLF CLUB, INC
AREA LOT 1
308:823 SQ. FT.
2 7.021 ACRES
J i EXCLUDING R. D. W.
264,113 SO. FT.
p; 6.063 ACRES
NOTE:
Septic system easement will
0 -; be provided by separate
SI document.
GENERAL
UTILITY & DRAINAGE EASSWENT
Utilities within this easement
to be installed by subgrade
boring to limit surface
disruption. The preservation
of the existing vegetation
buffer is required.
200 100 O 200
SCALE.• 1 INCH - 200 FEET
C4 w
`'S 711fs+
JAMES M.
* WEBER
_ S-1804
l SPM G Q'
u
Jam es M. Weber, S -1804
Passe Engineering, Inc.
2003 O Neil Road
Hudson, Wisconsin 54016
715- 381 -1150
Date:
Iof2 Vol 21 Page 5258
W
Bearings are
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^
north line of the
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Northeast Quarter
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of Sec. 4- 30 -18,
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assumed to bear
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E M I N Building
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c 1I � ' i Line + 3 5. 00 1 iL
2 SW Caner- - , — — ' .. .. ... . . . .. . .. .... .. .. . .�P
Lot 2
o 589 47 20 "W 561.04 —� ° a
a p
-Traveled N89.46'S2 "W 660.95 p
— 1— �twyn�_ - - -- S._T_H. 64 _ ^_
South line of the Northwest- -' �b H
Quarter of the Northeast Quarter LOT 1
LEGEND C.
O SET 1 " (O.D) X 18” IRON PIPE - VOLUME 5, -
N£IGHING 1.13 LOS/LINEAR FOOT. PAGE - 1471-
0 FOUND I (O.D.) IRON PIPE
p FOUND SECnON CORNER
...... °........... 30' BUILDING SETBACK LINE SHEET J OF 2
- - - - - - - - GENERAL U7ILITY & DRAINAGE EASEMENT
OWNER:
NEW RICHMOND GOLF CLUB, INC
AREA LOT 1
308:823 SQ. FT.
2 7.021 ACRES
J i EXCLUDING R. D. W.
264,113 SO. FT.
p; 6.063 ACRES
NOTE:
Septic system easement will
0 -; be provided by separate
SI document.
GENERAL
UTILITY & DRAINAGE EASSWENT
Utilities within this easement
to be installed by subgrade
boring to limit surface
disruption. The preservation
of the existing vegetation
buffer is required.
200 100 O 200
SCALE.• 1 INCH - 200 FEET
C4 w
`'S 711fs+
JAMES M.
* WEBER
_ S-1804
l SPM G Q'
u
Jam es M. Weber, S -1804
Passe Engineering, Inc.
2003 O Neil Road
Hudson, Wisconsin 54016
715- 381 -1150
Date:
Iof2 Vol 21 Page 5258
1.
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\
SEE NOTE-
Stu
1
i
y,
�
U p-
0
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� E
N
J ti
o
n
'47 20'E 452.25
-- S89 4 1 2 ; 0__W 10 �I
E M I N Building
1 Setback 1 , SOO ,_,,,.. „I
c 1I � ' i Line + 3 5. 00 1 iL
2 SW Caner- - , — — ' .. .. ... . . . .. . .. .... .. .. . .�P
Lot 2
o 589 47 20 "W 561.04 —� ° a
a p
-Traveled N89.46'S2 "W 660.95 p
— 1— �twyn�_ - - -- S._T_H. 64 _ ^_
South line of the Northwest- -' �b H
Quarter of the Northeast Quarter LOT 1
LEGEND C.
O SET 1 " (O.D) X 18” IRON PIPE - VOLUME 5, -
N£IGHING 1.13 LOS/LINEAR FOOT. PAGE - 1471-
0 FOUND I (O.D.) IRON PIPE
p FOUND SECnON CORNER
...... °........... 30' BUILDING SETBACK LINE SHEET J OF 2
- - - - - - - - GENERAL U7ILITY & DRAINAGE EASEMENT
OWNER:
NEW RICHMOND GOLF CLUB, INC
AREA LOT 1
308:823 SQ. FT.
2 7.021 ACRES
J i EXCLUDING R. D. W.
264,113 SO. FT.
p; 6.063 ACRES
NOTE:
Septic system easement will
0 -; be provided by separate
SI document.
GENERAL
UTILITY & DRAINAGE EASSWENT
Utilities within this easement
to be installed by subgrade
boring to limit surface
disruption. The preservation
of the existing vegetation
buffer is required.
200 100 O 200
SCALE.• 1 INCH - 200 FEET
C4 w
`'S 711fs+
JAMES M.
* WEBER
_ S-1804
l SPM G Q'
u
Jam es M. Weber, S -1804
Passe Engineering, Inc.
2003 O Neil Road
Hudson, Wisconsin 54016
715- 381 -1150
Date:
Iof2 Vol 21 Page 5258